Seaside City Council
September 5, 2024

A G E N D A

CITY OF SEASIDE REGULAR MEETING
CITY COUNCIL/SUCCESSOR 440 HARCOURT AVE (COUNCIL CHAMBER) AGENCY TO THE Thursday, September 5, 2024
REDEVELOPMENT AGENCY 5:00 PM
__________________________________________________________________________________ NOTICE: The City Council will hold its public meetings in person, with a virtual option for public participation based on availability. The City of Seaside utilizes Zoom tele-conferencing technology for virtual public participation; however, we make no representation or warranty of any kind, regarding the adequacy, reliability, or availability of the use of this platform in this manner. Participation by members of public through this means is at their own risk. ___________________________________________________________________________________ _________________________________________________________________________________

1. To view this meeting: Please click on the following link to the City of Seaside YouTube Channel: https://www.youtube.com/c/CityofSeasideCalifornia

2. To view or participate this meeting: Using the Zoom application on your smart phone, laptop, tablet or desktop and click on this link: https://ci-seaside-ca-us.zoom.us/j/81936832059 WEBINAR ID: 819 3683 2059

3. To listen or participate by phone: Please call (669) 900-9128 Enter the WEBINAR ID: 819 3683 2059 when prompted. There is no participate code – press the pound sign # after the recording prompts you.

4. To make public comment, the following options are available:

Before the Meeting via Email: Written comments can be emailed to [email protected] Include the following subject line: “Public Comment Item #___” (insert the agenda item number relevant to your comment). Written comments must be received by 2:00 p.m. on the day of the meeting.

During the Meeting: When the Chair calls for public comment, members of the public participating in person and wishing to address the City Council may approach the podium when the Chair calls for public comment.

When the Chair calls for public comment, members of the public participating on Zoom and wishing to address the City Council can queue to speak with the “Raise Hand” feature. On the Zoom application, click the “Raise Hand” button. On the phone, press *9 to “Raise Hand”; press *6 to unmute.

5. In accordance with the City’s Remote Meeting Participation Policy for Public Comment: The City of Seaside reserves the right to refuse, limit, and/or revoke use of video conferencing technology and the option for virtual public participation. Granting use of the virtual participation in no way constitutes an endorsement of any person or group to display hateful conduct, including sending or posting hateful images, making violent threats, or targeting others with hateful or abusive speech. The City may remove any participate that violates its agreement or applicable policy with proper notice as outlined in the conditions of use/meeting access.

Packet Page 1
City Council REGULAR Meeting September 5, 2024 5:00 PM Agenda Page 2

1. CALL TO ORDER

2. ROLL CALL – ESTABLISHMENT OF QUORUM
Ian N. Oglesby
David R. Pacheco
Alexis Garcia-Arrazola
Rita Burks
Alex Miller
Mayor/Chair
Mayor Pro Tem/Vice Chair
Council/Agency Member
Council/Agency Member
Council/Agency Member

3. INVOCATION AND PLEDGE OF ALLEGIANCE

4. REVIEW OF AGENDA
If there are any items that arose after the 72-hour posting deadline, this is the point in the meeting where a vote may be taken to add the item to the agenda. (A 2/3- majority vote is required).

5. PUBLIC COMMENT
Members of the public wishing to address the City Council on matters within the jurisdiction of the City of Seaside, but not on this agenda, may do so during the Public Comment period for up to three (3) minutes. Public Comments for "Presentations" on this agenda are also taken at this time; comments on specific agenda items are heard under that item. For the public record, please state your name.

6. PUBLIC AGENCY COMMUNICATIONS
This is a time specifically set aside for representatives of public agencies to make brief comments of general interest to the City Council and the community.

A. INTRODUCTION OF THE CALIFORNIA STATE UNIVERSITY MONTEREY BAY INTERNS FOR FALL 2024 (VANESSA GONZALEZ, HUMAN

RESOURCES SPECIALIST)
B. SEASIDE CITY NEWS BROADCAST OF UPCOMING CITYWIDE EVENTS

AND COMMUNITY ANNOUNCEMENTS

7. PRESENTATIONS
A. PRESENT A PROCLAMATION FOR NATIONAL RECOVERY MONTH

PRESENTED TO SUN STREET CENTERS, PROGRAM MANAGER OF THE

PREVENTION DEPARTMENT, KATIA GUTIERREZ
B. RECEIVE PRESENTATION OF OLDEMEYER CENTER MURAL FINAL

SELECTION (KEE HYON HIGGINS, RECREATION SUPERINTENDENT) Packet Page 2
City Council REGULAR Meeting September 5, 2024 5:00 PM Agenda Page 3

8. CONSENT AGENDA
A. APPROVE MINUTES FROM AUGUST 15, 2024
RECOMMENDATION: Approve minutes as presented in the agenda packet.

B. APPROVE A MAYOR'S YOUTH FUND CONTRIBUTION REQUEST FROM WORLD OUTREACH SERVICES, INC.

RECOMMENDATION: Approve a request from World Outreach Services, Inc. for a donation of $3,000.00 from the Mayor's Youth Fund to help cover the costs associated with their Youth Financial Literacy Program.

C. APPROVE CO-SPONSORSHIP AND FEE WAIVER FROM SUPPORTING

INDIGENOUS COMMUNITIES GROUP'S FOR COST ASSOCIATED WITH THEIR RED DRESS DAY "HONORING INDIGENOUS WOMEN" EVENT ON MAY 03, 2025
RECOMMENDATION: Approve the co-sponsorship and fee waiver request from Supporting Indigenous Communities Group for the use of Laguna Grande Hall on May 02, 2025, to set up and Laguna Grande Combo on May 03, 2025, to hold their 3rd annual "Red Dress Day - Honoring Indigenous Women" in the amount of $965.75. The organization is to provide the City with the non-refundable portion of the deposit of $98.25.

D. APPROVE A PROCLAMATION RECOGNIZING SEPTEMBER AS CHILDHOOD

CANCER AWARENESS MONTH
RECOMMENDATION: Approve proclamation recognizing September as Childhood Cancer Awareness Month in the City of Seaside.

E. APPROVE A PROCLAMATION RECOGNIZING SEPTEMBER AS OVARIAN

CANCER AWARENESS MONTH
RECOMMENDATION: Approve a proclamation recognizing September as Ovarian Cancer Awareness Month in the City of Seaside.

F. ADOPT A RESOLUTION APPROVING PAYMENT OF $493,159.04 TO THE

FEDERAL GOVERNMENT RELATING TO MEDICARE PAYMENTS MADE ON

BEHALF OF FORMER EMPLOYEES WHO HAD WORKERS COMPENSATION

CLAIMS AND AUTHORIZE FINANCE DIRECTOR TO MAKE APPROPRIATE BUDGET ADJUSTMENTS TO THE 24-25 ADOPTED BUDGET
RECOMMENDATION: Adopt a resolution requesting authorization for payment and make the necessary adjustments to the 24-25 Adopted Budget to increase the Insurance Fund Reserve Balance Fund by the amount of the claim plus interest.

G. ADOPT A RESOLUTION AUTHORIZING THE CLOSURE OF YOSEMITE

STREET, BETWEEN BROADWAY AVENUE AND MENDOCINO STREET, ON Packet Page 3
City Council REGULAR Meeting September 5, 2024 5:00 PM Agenda Page 4 OCTOBER 5, 2024 FOR SEASIDE FIRE DEPARTMENT'S ANNUAL

COMMUNITY PUBLIC EDUCATION OPEN HOUSE
RECOMMENDATION: Adopt a resolution approving closure of Yosemite Street, between Broadway Avenue and Mendocino Street on October 5, 2024, from 7:00 a.m. - 4:00 p.m. for the Fire Department's annual public education open house.

H. ADOPT A RESOLUTION AUTHORIZING AN AMENDMENT TO THE

PROFESSIONAL SERVICES AGREEMENT WITH MONTEREY BAY
ENGINEERS IN THE AMOUNT OF $8,220.00 FOR DEVELOPMENT REVIEW

SERVICES FOR SEASIDE RESORTS TO BE REIMBURSED BY THE

DEVELOPERS
RECOMMENDATION: Adopt a resolution authorizing the City Manager to execute an amendment to the professional services agreement with Monterey Bay Engineers in the amount of $8,220.00 for development review services for Seaside Resorts.

I. ADOPT A RESOLUTION AUTHORIZING A MAINTENANCE AND RIGHT OF

ENTRY AGREEMENT WITH AMERICAN LEGION FOR STORMWATER
CONTROL AT 1000 PLAYA AVENUE
RECOMMENDATION: Adopt a resolution authorizing the City Manager to execute a maintenance and right of entry agreement with American Legion Post 591.

J. ADOPT A RESOLUTION FOR AUTHORIZATION TO DISPOSE OF SURPLUS

CITY VEHICLES AND EQUIPMENT
RECOMMENDATION: Adopt a resolution approving the disposal of select City vehicles and equipment that are no longer needed and considered excess due to inoperability or poor condition.

K. ADOPT A RESOLUTION AUTHORIZING AN AMENDMENT TO THE

PROFESSIONAL SERVICES AGREEMENT WITH WEST COAST CODE
CONSULTANTS INC. INCREASING THE CONTRACT BY $209,271.87 TO

PROVIDE PLAN CHECK, BUILDING AND SAFETY SERVICES TO BE

REIMBURSED BY THE GRAND HYATT DEVELOPER
RECOMMENDATION: Adopt a resolution authorizing the City Manager to execute an amendment to the professional services agreement with West Coast Code Consultants, Inc., in the amount of $209,271.87 for Comprehensive Plan Check services for the Grand Hyatt Seaside Resort Project for a total contract amount of $309,271.87.

L. ADOPT RESOLUTION EXPRESSING SUPPORT FOR ACTIONS TO FURTHER

STRENGTHEN LOCAL DEMOCRACY, AUTHORITY, AND CONTROL AS

RELATED TO LOCAL ZONING AND HOUSING ISSUES
RECOMMENDATION: Adopt the resolution.

Packet Page 4
City Council REGULAR Meeting September 5, 2024 5:00 PM Agenda Page 5 M. ADOPT A RESOLUTION AUTHORIZING AN AMENDMENT TO THE

PROFESSIONAL SERVICES AGREEMENT WITH NBS GOVERNMENT
FINANCE GROUP FOR AN AMOUNT $18,500.00
RECOMMENDATION: Adopt a resolution authorizing the City Manager to execute an amendment to the professional services agreement with NBS Government Finance Group in the amount of $18,500.00 for Community Facilities District (“CFD”) cost estimation services related to the CFD for Campus Town.

9. PUBLIC HEARING
A. ADOPT A RESOLUTION APPROVING THE CONSOLIDATED ANNUAL

PERFORMANCE AND EVALUATION REPORT FOR THE COMMUNITY
DEVELOPMENT BLOCK GRANT PROGRAM FOR FISCAL YEAR 2023-2024 RECOMMENDATION: Adopt a Resolution to:

1. Approve the FY2023-24 CAPER for the CDBG program; and

2. Authorize the City Manager or designee to submit the FY2023-24 CAPER to the U.S. Department of Housing and Urban Development.

10. BUSINESS ITEMS
A. ADOPT A RESOLUTION AUTHORIZING AN EXCHANGE OF LAND
BETWEEN ENCLAVE PHASE 4 AND THE BLACKHORSE AND BAYONET

GOLF COURSE AND IMPLEMENTING ACTIONS
RECOMMENDATION: Adopt a resolution authorizing an exchange of land between the Enclave Phase 4 parcels and the Blackhorse and Bayonet Golf Course authorize the City Manager to execute deeds, accept the transferred property and approve the lot line adjustments to reflect the changes.

B. ADOPT A RESOLUTION AUTHORIZING THE INTERMITTENT CLOSURE OF

GENERAL JIM MOORE BOULEVARD TO THROUGH TRAFFIC FROM

BROADWAY AVENUE TO COE AVENUE AND ALL OF EUCALYPTUS ROAD ON SEPTEMBER 12, 2024
RECOMMENDATION: Adopt a resolution permitting the intermittent road closure of General Jim Moore Boulevard to through traffic from Broadway Avenue to Coe Avenue and Eucalyptus Road to ensure public safety during the filming at the intersection of San Pablo Avenue and General Jim Moore Boulevard and on Eucalyptus Road on Thursday, September 12, 2024.

11. COUNCIL MEMBER REQUESTS
A. NEW COUNCIL MEMBER REQUESTS
Packet Page 5
City Council REGULAR Meeting September 5, 2024 5:00 PM Agenda Page 6

B. FOLLOW UP ON PREVIOUS REQUESTS

12. CITY ATTORNEY, CITY MANAGER, CITY COUNCIL AND MAYOR

COMMENTS AND REPORTS ON COMMITTEE ASSIGNMENTS
This is a time specifically set aside for members of the City Council, the City Manager and City Attorney to make brief comments of general interest to the community and report on committee assignments.

13. CLOSED SESSION
Pursuant to Government Code Section 54956 et seq., the City Council and Successor Agency to Redevelopment Agency may adjourn to a Closed Session to consider specific matters dealing with litigation, certain personnel matters, property negotiations or to confer with the City Attorney. Public comments on these items are taken after being read by the City Attorney. For the public record, please state your name.

Packet Page 6
City Council REGULAR Meeting September 5, 2024 5:00 PM Agenda Page 7

A. CONFERENCE WITH REAL PROPERTY NEGOTIATORS PURSUANT TO GOVERNMENT CODE 54956.8
Property: 705 Broadway Avenue, Seaside, CA 93955
Agency Negotiators: City Manager, et. al.

Negotiating Parties: Coldwell Banker
Under Negotiation: Price, terms of payment or both

B. CONFERENCE WITH REAL PROPERTY NEGOTIATORS PURSUANT TO GOVERNMENT CODE 54956.8
Property: The Property Commonly Referred to As Campus Town (Property bounded by Highway 1/1st Avenue, 7th Avenue, Lightfighter/Colonel Durham Street, and Gigling)
Agency Negotiators: City Manager, et. al
Negotiating Parties: KBB Seaside Venture, et. al. and City of Seaside Under Negotiation: Price, terms of payment or both

C. CONFERENCE WITH REAL PROPERTY NEGOTIATORS PURSUANT TO GOVERNMENT CODE 54956.8
Property: 1540-1546 Del Monte Boulevard, Seaside CA 93955 Agency Negotiators: City Manager, et. al
Negotiating Parties: Foothill Partners, et al. and City of Seaside Under Negotiation: Price, terms of payment or both

D. PUBLIC EMPLOYMENT PURSUANT TO GOVERNMENT CODE 54957
Position: City Manager

E. CONFERENCE WITH LEGAL COUNSEL PURSUANT TO GOVERNMENT CODE 54956.9 (D)(2)
Two Matters of Potential Litigation

14. ADJOURNMENT
Packet Page 7
City Council REGULAR Meeting September 5, 2024 5:00 PM Agenda Page 8 Next Regularly Scheduled Meeting:

September 19, 2024
5:00 p.m.

The City of Seaside is committed to providing accessible facilities and accommodating people with disabilities in all of its services programs and activities. If special considerations are needed by any person to fully participate in this meeting, contact the City Clerk at 899-6707 no fewer than two business days prior to the meeting to allow reasonable arrangements. Agendas are posted at:
http://www.ci.seaside.ca.us/129/City-Council-Committee-Agendas Agenda-related writings or documents provided during public meetings are available for public inspection during the meeting or from the office of the City Clerk. This agenda is posted in compliance with California Governor Newsom's Executive Orders N-29-20 and N-33-20.

Packet Page 8

DRAFT MINUTES

CITY OF SEASIDE REGULAR MEETING
CITY COUNCIL/ SUCCESSOR 440 HARCOURT AVE
AGENCY TO THE Thursday, August 15, 2024
REDEVELOPMENT AGENCY 5:00 PM

1. CALL TO ORDER
Mayor/Chair Oglesby called the meeting to order at 5:00 p.m.

2. ROLL CALL – ESTABLISHMENT OF QUORUM
PRESENT: Burks, Garcia-Arrazola, Miller, Oglesby, Pacheco ABSENT: None

3. INVOCATION AND PLEDGE OF ALLEGIANCE
A moment of silence was held for invocation. Council/Agency Member Garcia-Arrazola led the pledge.

4. REVIEW OF AGENDA
No changes.

5. PUBLIC COMMENT
Douglas McFarland, Frank Troia, Linda Lagoria, Karla Lobo, Bobby Maxwell, Dianne Nielson, Jonathan Amatti, Lynda Cunningham, Joe Cubbage

6. PUBLIC AGENCY COMMUNICATIONS
A. SEASIDE CITY NEWS BROADCAST OF UPCOMING CITYWIDE EVENTS

AND COMMUNITY ANNOUNCEMENTS
•
Dr. Bettye Lusk, MPUSD Board of Trustee announced the formation of community committee in support of granting scholarships to high school seniors.

Community Partnership for Youth presented to the Mayor, City Council, City Attorney, City Clerk and Police Chief with art created by the youth in the program.

The following upcoming events were featured:
• The City of Seaside is pleased to announce that Craig Malin has been appointed as Interim City Manager, effective August 1, 2024. • As we mark Seaside’s 70th Birthday in October, we want to honor the incredible residents who have helped shape our vibrant community, by gathering stories and memories for a special tribute feature. If you, or someone you know, has lived in Seaside for 50 years or more, we would love to hear from you! Visit bit.ly/seaside 50 years for more information. • Coastal Paving and Excavating has begun the construction of the 2023 Packet Page 9
Thursday, August 15, 2024 City Council REGULAR Meeting Page 2 Pavement Rehabilitation Project for the City of Seaside. Construction includes localized pavement base repairs, pavement overlay, and concrete curb ramps for street segments throughout the city. For more information, including a map of proposed construction sites, visit the Construction Updates page of the City’s website.
• On Saturday, August 17th, Build Up Youth and Seaside Youth Resource Center presents their School Supply Drive. This all-day event will take place at 1136 Wheeler Street, and include food, games, prizes, and more. • The City of Seaside hopes that all of the students out there are having an amazing start to the new school year! A huge thank you to the parents, teachers, administrators, and staff for the dedication and passion you bring to this community. For all of the scholars out there, Seaside is cheering you on! Your positivity, focus, and hard work will lead to success, and we are excited to see the results!
• The Friends of Seaside Parks Association is having several workdays all over the city this August. For more information, including upcoming dates and locations, visit FriendsOfSeasideParks.org
• Exotics on Broadway is FINALLY here! On Saturday, August 17th, from 1-6 pm, expect the most stunning—and RARE—show of vehicle mastery on the Central Coast, right here in Seaside! This free event includes exhibitor booths from local businesses, automobile manufacturers, wheel manufacturers, tuners, and automotive dealerships. There will be live entertainment, DJs, a VIP area, and many other surprises! For more information, including parking and shuttle locations, visit exoticsonbroadway.com.
• On Tuesday, August 20th, the California Air Resources Board is visiting Seaside to provide insight, education, and resources for medium and heavy-duty vehicle owners and operators. CARB will discuss clean truck and diesel regulations, compliance, funding, and more. The event will take place from 8:30 am-2 pm at the General Stilwell Community Center. For more information, including registration, visit bit.ly/OneStopTruckEvent. • The annual Concours D’Lemons returns to the lawn at City Hall from 8 am1:30! This event is free. • Please note that there will be street closures during Car Week affecting traffic in the City. The following roads will be closed on Saturday, the 17th:

Broadway Avenue between Del Monte Boulevard and Fremont Boulevard; The southbound lane of Fremont Boulevard from Clementina Avenue to Amador Avenue.
• On Saturday, August 24th, at 7 pm, MBFC hosts the El Paso Locomotive at Cardinale Stadium. For more information or to purchase tickets directly, visit MontereyBayFC.com.
• On Friday, August 30th, Gold Coast Rods and the City of Seaside are cosponsoring Hot Cars & Cool Nights on Broadway Avenue from 4 pm to 8.

There will be live music, raffles, awards, and a cruise to Cannery Row after the show. See you out there!
• Calling all Seaside Residents! How would you invest $2.2 million to address priority needs in your community over the next five years? A survey is now Packet Page 10
Thursday, August 15, 2024 City Council REGULAR Meeting Page 3 available to share your insights! The City of Seaside creates a “Consolidated Plan” every 5 years to identify community needs and priorities, and we need your help! You can find the survey link at ci.seaside.ca.us/CDBG. • The Seaside Police Department is excited to present that the interaction of the month award to Officer Patricia Greenwood. On July 14th, Officer Greenwood responded to a domestic family situation that required her to relocate the mother and her children to a safe place. At that time, she saw that the family did not have proper seating for the children in their vehicle.

So, Officer Greenwood used her own money and purchased car seats for the children. It was an unexpected and emotional exchange.

7. PRESENTATIONS
A. PROJECT OVERVIEW AND CONSTRUCTION SCHEDULE FOR THE GRAND

HYATT SEASIDE RESORT HOTEL ON THE SEASIDE RESORT PROJECT

AREA (ADOLFO GONZALEZ, PROJECT MANAGER)
Brian Murch and Arron Curtis of DLR Group provided a presentation reviewing the project status of the Grand Hyatt Seaside Resort Hotel.

B. LEGISLATIVE UPDATE (JOHN ARRIAGA, JEA AND ASSOCIATES) John Arriaga, Laurie Johnson and Erica Arriaga provided a presentation reviewing advocacy highlights, provided an update on the state budget, initiatives, local projects and relationship building, and the house committee on appropriations for the approved FY25 budget.

C. 4TH OF JULY AFTER ACTION REPORT (POLICE CHIEF NICK BORGES AND

FIRE CHIEF MARY GUTIERREZ)
Police Chief Borges, Fire Chief Gutierrez, and Police Commander Justin Pascone provided a presentation providing an overview of the operations for July 4th. It was reported that the operation included:
• Fireworks special detail w/ 20 additional Police Department staff members, 5 additional firefighters,
• 5 drone pilots and 3 drones deployed
• 12 Condor Security Officers
• Command Van for Incident Command
• Records staff answered hotlines (140 calls)
• Dispatch Center received (92 calls)

8. CONSENT AGENDA
Items Pulled: 8I
Packet Page 11
Thursday, August 15, 2024 City Council REGULAR Meeting Page 4 PUBLIC COMMENT: Ray Riordian
On motion by Council/Agency Member Garcia-Arrazola and second by Mayor Pro Tem/Vice Chair Pacheco and carried by the following vote, the City Council moved to approve the consent agenda, except item 8I.

RESULT: 5-0-0-0
AYES: Burks, Garcia-Arrazola, Miller, Oglesby, Pacheco
NOES: None
ABSTAIN: None
ABSENT: None
A. APPROVE MINUTES FROM AUGUST 1, 2024
ACTION: APPROVED
B. APPROVE MAYOR'S YOUTH FUND CONTRIBUTION REQUEST FROM

MONTEREY CONDORS CLUB
ACTION: APPROVED
C. APPROVE MAYOR'S YOUTH FUND CONTRIBUTION REQUEST FROM THE VILLAGE PROJECT/THE MAE C. JOHNSON EDUCATION & CULTURAL

ENRICHMENT ACADEMY
ACTION: APPROVED
D. APPROVE A FEE WAIVER REQUEST FROM SEASIDE HIGH SCHOOL FOR

COSTS ASSOCIATED WITH THE ANNUAL HOMECOMING PARADE ON
OCTOBER 25, 2024
ACTION: APPROVED
E. APPROVE A FEE WAIVER REQUEST FROM PALENKE ARTS

ORGANIZATION TO USE LAGUNA GRANDE HALL AND KITCHEN TO HOLD THEIR "DAY OF THE DEAD" (DIA DE LOS MUERTOS) EVENT ON
NOVEMBER 2, 2024
ACTION: APPROVED
F. APPROVE A PROCLAMATION RECOGNIZING SEPTEMBER AS NATIONAL

RECOVERY MONTH
ACTION: APPROVED
Packet Page 12
Thursday, August 15, 2024 City Council REGULAR Meeting Page 5 G. REVIEW AND TAKE ACTION ON TRAFFIC ADVISORY COMMITTEE

RECOMMENDATIONS FOR RED CURB REQUESTS ON SONOMA AVENUE,

VALLEJO STREET, AND FREMONT BOULEVARD
ACTION: APPROVED
H. ADOPT A RESOLUTION APPROVING THE PLANS AND SPECIFICATIONS FOR THE STORM DRAIN GRATE UPGRADE PROJECT - PHASE 2,
APPROPRIATING $66,790.08 FROM THE GENERAL FUND TO THE

PROJECT, AND AWARDING A CONSTRUCTION AGREEMENT TO

MONTEREY PENINSULA ENGINEERING FOR AN AMOUNT NOT TO
EXCEED $521,900.00 AND TOTAL PROJECT CONSTRUCTION COST
INCLUDING CONTINGENCY OF $600,185.00
ACTION: ADOPTED RESO #24-97
I. ADOPT A RESOLUTION APPROVING AN AMENDMENT TO THE
PROFESSIONAL SERVICES AGREEMENT WITH PARAMETRIX INC. FOR

ADDITIONAL DESIGN SERVICES FOR SAN PABLO AVENUE TRAFFIC CALMING PROJECT FOR AN AMOUNT NOT TO EXCEED $15,500.00
PUBLIC COMMENT: Karla Lobo
On motion by Council/Agency Member Miller and second by Council/Agency Member Garcia-Arrazola and carried by the following vote, the City Council moved to approve an amendment to the agreement with Parameterix, Inc. for additional design services for the San Pablo Ave. traffic calming project.

RESULT: 5-0-0-0
AYES: Burks, Garcia-Arrazola, Miller, Oglesby, Pacheco
NOES: None
ABSTAIN: None
ABSENT: None
ACTION: ADOPTED RESO #24-98
J. ADOPT A RESOLUTION APPROVING THE PURCHASE OF A REPLACEMENT

PIERCE FIRE ENGINE FOR THE FIRE DEPARTMENT IN THE AMOUNT OF $1,032,072.23 FROM GOLDEN STATE FIRE APPARATUS AND AUTHORIZE

STAFF TO PROCEED WITH A LEASE-PURCHASE FINANCING
ACTION: ADOPTED RESO #24-99
K. ADOPT A RESOLUTION AUTHORIZING THE CITY MANAGER TO SIGN A CONTRACT WITH 4LEAF, INC. IN AN AMOUNT NOT TO EXCEED
Packet Page 13
Thursday, August 15, 2024 City Council REGULAR Meeting Page 6 $50,000.00 TO PROVIDE BUILDING AND SAFETY SERVICES TO THE

BUILDING AND CODE ENFORCEMENT DEPARTMENT
ACTION: ADOPTED RESO #24-100
L. APPROVE A RESOLUTION APPROVING A CONTRACT FOR $19,995.00

WITH SKY ELEMENTS AND AUTHORIZING THE CITY MANAGER TO SIGN

THE CONTRACT
ACTION: ADOPTED RESO #24-101
M. ADOPT A RESOLUTION APPROVING AN AMENDMENT TO THE

PROFESSIONAL SERVICES AGREEMENT WITH WALLACE GROUP FOR

ADDITIONAL CONSTRUCTION MANAGEMENT SERVICES FOR THE
CUTINO PARK IMPROVEMENT PART 2 PHASE 1 PROJECT FOR AN
AMOUNT NOT TO EXCEED $8,877.75
ACTION: ADOPTED RESO #24-102

9. PUBLIC HEARING
A. FIRE STATION 2 PROJECT DESIGN UPDATE AND ADOPT A RESOLUTION

CERTIFYING THE INITIAL STUDY-MITIGATED NEGATIVE DECLARATION (IS-MND), APPROVING THE FIRE STATION NUMBER 2 PROJECT AND

ADOPTING THE MITIGATION MONITORING AND REPORTING PROGRAM (MMRP) FOR THE FIRE STATION NO. 2 PROJECT AND AUTHORIZE

FILING OF A NOTICE OF DETERMINATION
Fire Chief Gutierrez introduced the item and the consultants, Michael Scott and Kathryn Hicks of RRM Design, and Aileen Mahoney and Megan Jones of Rincon Consultants.

PUBLIC COMMENT: Lynda Cunningham, Karla Lobo
On motion by Council/Agency Miller and second by Council/Agency Member Garcia-Arrazola and carried by the following vote, the City Council moved to certify the initial study-mitigated negative declaration, and adopted the mitigation monitoring and reporting program, and authorized the filing of a notice of determination.

RESULT: 5-0-0-0
AYES: Burks, Garcia-Arrazola, Miller, Oglesby, Pacheco
NOES: None
ABSTAIN: None
ABSENT: None
Packet Page 14
Thursday, August 15, 2024 City Council REGULAR Meeting Page 7 ACTION: ADOPTED RESO #24-104

10. BUSINESS ITEMS
A. APPROVE THE SEASIDE STARS AD-HOC COMMITTEE

RECOMMENDATIONS FOR THE FIVE RECIPIENTS AND, AUTHORIZE THE

CITY MANAGER TO EXECUTE THE CONTRACTS WITH FMG CUSTOM

CONCRETE
Dan Meewis, Recreation Director, provided a presentation regarding the nominations for the Seaside Stars. 14 applications were received and 5 nominees were selected and recommended to the City Council for approval.

PUBLIC COMMENT: Karla Lobo, No name, Mel Mason, Larry Mosley On motion by Mayor Pro Tem/Vice Chair Pacheco and second by Council/Agency Member Garcia-Arrazola and carried by the following vote, the City Council moved to approve the Seaside Stars nominee recommendations: Ewalker James (Community & Social Equality), Lee Toler (Community & Social Equality), Bobby Maxwell (Community & Social Equality), Rev. Dr. Herbert Hoover Lusk, Sr. (Community & Social Equality), The Bakewell Company (Outstanding Achievement).

RESULT: 5-0-0-0
AYES: Burks, Garcia-Arrazola, Miller, Oglesby, Pacheco
NOES: None
ABSTAIN: None
ABSENT: None
ACTION: ADOPTED RESO #24-104
B. RECEIVE UPDATE ON THE CITY OF SEASIDE CAR WEEK EVENTS Dan Meewis, Recreation Director, provided an overview of the car week events happening in Seaside:
• Monday, August 12, 2024 – Porsche Monterey “Classic Porsche” Del Monte Avenue from 4pm – 8pm
• Saturday, August 17, 2024 – Concors d’Lemons
City Hall Lawn from 8:00am – 1:00pm
• Saturday, August 17, 2024 – Concorso Itialiano
Bayonet Blackhorse Golf Course – 8am – 4pm
• Saturday, August 17, 2024 – Exotics on Broadway
Broadway Avenue & Fremont Boulevard – 1pm – 6pm
PUBLIC COMMENT: None
Packet Page 15
Thursday, August 15, 2024 City Council REGULAR Meeting Page 8

11. COUNCIL MEMBER REQUESTS
A. NEW COUNCIL MEMBER REQUESTS
None
B. FOLLOW UP ON PREVIOUS REQUESTS
None

12. CITY ATTORNEY, CITY MANAGER, CITY COUNCIL AND MAYOR COMMENTS

AND REPORTS ON COMMITTEE ASSIGNMENTS
Reports provided.

13. CLOSED SESSION
City Attorney Sheri Damon read the closed session items and did not anticipate any report.

PUBLIC COMMENT: None
A. CONFERENCE WITH REAL PROPERTY NEGOTIATORS PURSUANT TO GOVERNMENT CODE 54956.8
Property: 705 Broadway Avenue, Seaside, CA 93955
Agency Negotiators: City Manager, et. al.

Negotiating Parties: Coldwell Banker
Under Negotiation: Price, terms of payment or both
No report.

B. CONFERENCE WITH REAL PROPERTY NEGOTIATORS PURSUANT TO GOVERNMENT CODE 54956.8
Property: The Property Commonly Referred to As Campus Town (Property bounded by Highway 1/1st Avenue, 7th Avenue, Lightfighter/Colonel Durham Street, and Gigling)
Agency Negotiators: City Manager, et. al
Negotiating Parties: KBB Seaside Venture, et. al. and City of Seaside Under Negotiation: Price, terms of payment or both
No report.

C. CONFERENCE WITH LEGAL COUNSEL PURSUANT TO GOVERNMENT Packet Page 16
Thursday, August 15, 2024 City Council REGULAR Meeting Page 9 CODE 54956.9 (d)(2)
Two Matters of Potential Litigation
No report.

14. ADJOURNMENT
With no further business, the meeting adjourned at 9:48 p.m.

Respectfully submitted,
_________________________ _________________________
Dominique L. Davis, City Clerk Ian N. Oglesby, Mayor
Packet Page 17

CITY OF SEASIDE

STAFF REPORT
Item No.: 8.B.

TO: City Council
FROM: Craig Malin, Interim City Manager
BY: Dan Meewis, Recreation Director
DATE: September 5, 2024
SUBJECT: APPROVE A MAYOR'S YOUTH FUND CONTRIBUTION REQUEST FROM WORLD OUTREACH SERVICES, INC.

RECOMMENDATION
Approve a request from World Outreach Services, Inc. for a donation of $3,000.00 from the Mayor's Youth Fund to help cover the costs associated with their Youth Financial Literacy Program.

BACKGROUND
World Outreach Services, Inc. is requesting a $3,000.00 donation from the Mayor's Youth Fund to help cover the costs associated with their Youth Financial Literacy Program. Their program empowers youth with a foundation for money principals that will impact their lives for generations. Their program goals are to introduce youth to banking, checking, and savings; teach them what credit is and how credit works; understand financial planning; have them participate in a job placement program and teach the youth how to start planning for the future. During each session, there will be various projects that will promote the importance of recycling, clean-up and green sustainability among the youth for a healthy environment.

Based on the information provided, staff has determined that the application meets the requirements of the Mayor's Youth Fund Policy. World Outreach Services, Inc. received their last donation at the August 03, 2023, City Council meeting. They submitted their 2023 Mayor's Youth Fund Closing Report within the 60-day time frame.

FISCAL IMPACT
This request would be funded by a donation from the Green Waste Recovery's donation Packet Page 18

Item No. 8.B. Page 2 of 2
to the Mayor's Youth Fund. The current balance is the Mayor's Youth Fund account (601-2106) is $83,864.61. If the City Council approves this request, the balance will decrease to $80,864.61. This is for fiscal year 2024/25.

In the event that all the funds in the Mayor's Youth Fund become exhausted, staff will keep a file of all applications. Once Green Waste issues the next round of funding, all applications on file will be processed at the next available City Council meeting.

ATTACHMENTS

1. World Outreach Services Inc. - Mayor's Youth Fund Request - 2024

2. World Outreach Services Inc. - W-09 - 2024

3. World Outreach Services Inc. - 501(c)(3)

4. Mayor's Youth Fund Closing Report - World Outreach Services Inc. 2023 Reviewed for Submission to the City Council by:

________________________________________
Craig Malin, Interim City Manager
Packet Page 19
Packet Page 20
Packet Page 21
Packet Page 22
Packet Page 23
Packet Page 24
Packet Page 25
Packet Page 26
Packet Page 27
Packet Page 28
Packet Page 29
Packet Page 30
Packet Page 31
Packet Page 32
Packet Page 33
Packet Page 34
Packet Page 35
Packet Page 36
Packet Page 37
Packet Page 38
Packet Page 39

CITY OF SEASIDE

STAFF REPORT
Item No.: 8.C.

TO: City Council
FROM: Craig Malin, Interim City Manager
BY: Dan Meewis, Recreation Director
DATE: September 5, 2024
SUBJECT: APPROVE CO-SPONSORSHIP AND FEE WAIVER FROM

SUPPORTING INDIGENOUS COMMUNITIES GROUP'S FOR COST
ASSOCIATED WITH THEIR RED DRESS DAY "HONORING
INDIGENOUS WOMEN" EVENT ON MAY 03, 2025

RECOMMENDATION
Approve the co-sponsorship and fee waiver request from Supporting Indigenous Communities Group for the use of Laguna Grande Hall on May 02, 2025, to set up and Laguna Grande Combo on May 03, 2025, to hold their 3rd annual "Red Dress Day - Honoring Indigenous Women" in the amount of $965.75. The organization is to provide the City with the non-refundable portion of the deposit of $98.25.

BACKGROUND
Supporting Indigenous Communities Group is requesting co-sponsorship to waive all fees related to their 3rd annual event "Red Dress Day - Honoring Indigenous Women".

They are requesting the use of the Laguna Grand Hall for set-up on May 02, 2025, from 4:00 p.m. to 9:00 p.m., with the event taking place on Saturday, May 03, 2025, from 7:00 a.m. to 5:00 p.m. in the Laguna Grande Hall, Kitchen and Dance Studio at the Oldemeyer Center.

They are a new group of closely affiliated professionals from the fields of public service, education, social services, and the arts. Their mission is to "indigenize" Monterey County in the form of creating and producing several indigenous-focused events each year to represent our group leaders' areas of interest and expertise. Even though this organization is not based in Seaside, it does have a strong showing of Seaside residents who will benefit from this event in the City.

Packet Page 40

Item No. 8.C. Page 2 of 2
This is the third request for co-sponsorship for the Red Dress Day event. The last cosponsorship and fee waiver request for this event was approved at the July 06, 2023, City Council meeting. Staff recommends that the fees be waived for the rental cost of the facility and that the organization pay the non-refundable portion of the deposit of $98.25 to go towards the building maintenance fund.

FISCAL IMPACT
The approximate fees which are applicable to this request are:

Laguna Grande Hall Fee on 05/02/24 5 Hours @ $56.25 per hour
$ 281.25
Laguna Grande Combo Fee on 05/03/24 10 Hours @ $56.25 per hour
$ 562.50
Non-Refundable Portion Deposit $ 98.25
Insurance $ 122.00
TOTAL
$1,064.00
Should the City Council approve the request with the staff recommendation to waive all rental fees but require payment for the non-refundable deposit, the fiscal impact is $965.75 out of account 100.3672.

ATTACHMENTS

1. Supporting Indigenous Communities Group Co-Sponsorship and Fee Wavier 2025

2. 501(c)(3) - Supporting Indigenous Communities Group
Reviewed for Submission to the City Council by:

________________________________________
Craig Malin, Interim City Manager
Packet Page 41
Packet Page 42
Packet Page 43
Packet Page 44
Packet Page 45
Packet Page 46
Packet Page 47
Packet Page 48
Packet Page 49
Packet Page 50
Packet Page 51

CITY OF SEASIDE

STAFF REPORT
Item No.: 8.D.

TO: City Council
FROM: Craig Malin, Interim City Manager
BY: Dominique Davis, City Clerk
DATE: September 5, 2024
SUBJECT: APPROVE A PROCLAMATION RECOGNIZING SEPTEMBER AS

CHILDHOOD CANCER AWARENESS MONTH

RECOMMENDATION
Approve proclamation recognizing September as Childhood Cancer Awareness Month in the City of Seaside.

BACKGROUND
Childhood cancer is a significant public health issue, with approximately 15,000 children in the United States diagnosed with cancer each year. It is the leading cause of death by disease for children in the United States. Despite advancements in research and treatment, childhood cancer remains a critical issue that requires continued awareness, support, and funding for research.

September is nationally recognized as Childhood Cancer Awareness Month. Across the country, individuals, communities, and organizations come together during this month to raise awareness about childhood cancer, honor the memory of children lost to the disease, and support the families of those currently battling cancer.

In recognition of the importance of raising awareness about childhood cancer, the City of Seaside has been asked to join other cities and communities across the nation in proclaiming September as Childhood Cancer Awareness Month. This proclamation will serve to highlight the ongoing struggles faced by affected children and families, promote the need for continued research and funding, and encourage community support for those impacted by this devastating disease.

By adopting this proclamation, the City of Seaside will demonstrate its commitment to Packet Page 52

Item No. 8.D. Page 2 of 2
raising awareness about childhood cancer and supporting affected families within our community and beyond. The proclamation will be shared on the City’s social media platforms and website to reach a broader audience.

FISCAL IMPACT
None.

ATTACHMENTS

1. Honoring Jacob's Heart Children's Cancer Support Services Reviewed for Submission to the City Council by:

________________________________________
Craig Malin, Interim City Manager
Packet Page 53
City of Seaside

PROCLAMATION
Honoring Jacob’s Heart Children’s Cancer Support Services and Declaring September 2024 as Childhood Cancer Awareness Month WHEREAS, the character of our community is revealed in how we treat our most vulnerable; and
WHEREAS, each year, 19 in every 100,000 children in our community will be diagnosed with cancer; and
WHEREAS, cancer remains the leading cause of death by disease among children, killing more children than asthma, diabetes, cystic fibrosis, congenital anomalies, and AIDS combined; and WHEREAS, Jacob’s Heart has been keeping medically fragile children and families housed, fed, and emotionally supported by steadfastly adhering to the following commitments: 1) Parents of children with cancer and other serious illnesses will be relieved of financial fears and able to focus attention on their children: 2) No child undergoing intensive treatment in our community will be homeless: 3) Families of seriously ill children will not experience food insecurity during and after pandemic: and 4) No child seriously ill in our community will ever miss a medical appointment because of a lack of transportation; and
WHEREAS, Jacob’s Heart holds the memories and honors the legacies of hundreds of children from our local community who have been lost to cancer, ensuring that their precious memories will never be forgotten; and
WHEREAS, the oncology department at Lucile Packard Children’s Hospital at Stanford has worked closely with Jacob’s Heart for the past 25 years as a trusted community partner in providing family-centered care that addresses the emotional, practical and financial struggles of families of children with cancer in Seaside; and
WHEREAS, it is important for all Seaside residents to recognize the impact of pediatric cancer on families within our community and honor the children in our community whose lives have been cut short by cancer.

NOW THEREFORE, BE IT PROCLAIMED, that I, The Honorable Ian N. Oglesby, Mayor of the City of Seaside, California, on behalf of the City Council do hereby declare September as Childhood Cancer Awareness Month in the City of Seaside and do hereby honor Jacob’s Heart Children’s Cancer Support Services for outstanding support to our community and acknowledge the organization’s contributions to Childhood Cancer Awareness Month, honoring children with cancer in our community.
_________________________
Ian N. Oglesby, Mayor
September 5, 2024
Packet Page 54

CITY OF SEASIDE

STAFF REPORT
Item No.: 8.E.

TO: City Council
FROM: Craig Malin, Interim City Manager
BY: Dominique Davis, City Clerk
DATE: September 5, 2024
SUBJECT: APPROVE A PROCLAMATION RECOGNIZING SEPTEMBER AS

OVARIAN CANCER AWARENESS MONTH

RECOMMENDATION
Approve a proclamation recognizing September as Ovarian Cancer Awareness Month in the City of Seaside.

BACKGROUND
Ovarian cancer is a serious and often deadly disease that affects thousands of women across the United States each year. It is the fifth leading cause of cancer-related deaths among women and is often diagnosed at an advanced stage due to the lack of early detection methods. Despite advancements in medical research, ovarian cancer remains a significant public health challenge, with more than 20,000 women in the United States diagnosed annually.

September is nationally recognized as Ovarian Cancer Awareness Month, a time dedicated to increasing awareness about the symptoms, risks, and importance of early detection of ovarian cancer. This month also honors those who have been affected by the disease and supports ongoing efforts in research and education.

In recognition of the importance of raising awareness about ovarian cancer, the City of Seaside has the opportunity to join other cities and communities across the nation in proclaiming September as Ovarian Cancer Awareness Month. This proclamation will help to educate the public about the symptoms and risks associated with ovarian cancer, promote early detection, and support those who are battling the disease.

By adopting this proclamation, the City of Seaside will contribute to the broader national Packet Page 55

Item No. 8.E. Page 2 of 2
effort to raise awareness and promote education about ovarian cancer. The proclamation will be shared with the community through the City’s social media platforms, website, and other communication channels.

FISCAL IMPACT
None.

ATTACHMENTS

1. Proclamation Ovarian Cancer Awareness Month
Reviewed for Submission to the City Council by:

________________________________________
Craig Malin, Interim City Manager
Packet Page 56
City of Seaside

PROCLAMATION
Ovarian Cancer Awareness Month
September 2024
WHEREAS, ovarian cancer is the firth leading cause of cancer deaths of women in the United States and causes more deaths than any other gynecologic cancer; and WHEREAS, in the United States, a woman’s lifetime risk of being diagnosed with ovarian cancer is about 1 in 78; and
WHEREAS, the American Cancer Society estimates 19,680 cases of ovarian cancer will be newly diagnosed in 2024 and 12,740 individuals will die from the disease nationwide, including 2,300 new cases and 1,410 deaths in California; and
Whereas, the five-year survival rate for ovarian cancer is 50 percent and below 30 percent for late stage diagnosis accounting for 85 percent of all cases; and Whereas, while a mammogram can detect breast cancer and a pap smear can detect cervical cancer, an effective and reliable early diagnostic tool for screening and early detection of ovarian cancer does not exist; and
Whereas, women's lives can be saved through increased public awareness of ovarian cancer and its risk factors, signs and symptoms increasing the opportunity for early detection and treatment; and
Whereas, this month, the City of Seaside joins all those who are battling ovarian cancer, those who have lost their lives to the disease, their loved ones, our state's dedicated healthcare workers that support them and the many caring community members in spreading awareness, committing to public education, and embracing hope for better diagnosis, treatment and a cure.

NOW, THEREFORE BE IT PROCLAIMED, that I, The Honorable Ian N. Oglesby, Mayor of the City of Seaside, on behalf of the City Council, do hereby proclaim September 2024 as Ovarian Cancer Awareness Month in the City of Seaside, California. ____________________
Ian N. Oglesby, Mayor
September 5, 2024
Packet Page 57

CITY OF SEASIDE

STAFF REPORT
Item No.: 8.F.

TO: City Council
FROM: Craig Malin, Interim City Manager
BY: Samantha Alcaraz, Acting Human Resources Director
DATE: September 5, 2024
SUBJECT: ADOPT A RESOLUTION APPROVING PAYMENT OF $493,159.04

TO THE FEDERAL GOVERNMENT RELATING TO MEDICARE

PAYMENTS MADE ON BEHALF OF FORMER EMPLOYEES WHO

HAD WORKERS COMPENSATION CLAIMS AND AUTHORIZE

FINANCE DIRECTOR TO MAKE APPROPRIATE BUDGET
ADJUSTMENTS TO THE 24-25 ADOPTED BUDGET

RECOMMENDATION
Adopt a resolution requesting authorization for payment and make the necessary adjustments to the 24-25 Adopted Budget to increase the Insurance Fund Reserve Balance Fund by the amount of the claim plus interest.

BACKGROUND
On October 2, 2023, December 12, 2023 and January 26, 2024, the former Human Resources/Risk Management Director received notices from the Commercial Repayment Center (CRC) regarding a determination by Medicare that the City was responsible to pay for medicare services provided to five past employees on workers' compensationrelated claims in an amount of at least $468,758.17. The notices all provided the process by which the amounts claimed might be challenged with appropriate documentation. A formal demand for payment to Medicare was received by the HR/Risk Management Director on or about January 26, 2024 for $468,826.17.

The notices were discovered in the former HR/Risk Manager's office after the appeal dates had passed.

Pursuant to the Medicare Secondary Payer (MSP) provision of the Social Security Act, liability insurance (including self-insurance), no-fault insurance, and workers' Packet Page 58

Item No. 8.F. Page 2 of 2
compensation coverage are primary to Medicare (Section 1862(b)(2) of the Act, 42 U.S.C. 1395y(b)(2)), the City had 120 days from receipt of the initial letter to file an appeal. Neither the former HR/Risk Management Director nor their supervisor took discernible action to file challenges to the amounts due within the challenge period and as a result, the City is obligated to pay the full amount of $493,159.04.

If payment is not made, interest will accrue on any unpaid portion from the date of the second notice at an annual rate of 12.375% and if the debt remains unresolved any federal monies the City receives (grant or otherwise) may be garnished.

FISCAL IMPACT
A contribution of 25% of expenditures in the Insurance fund is added to the reserve balance in the Insurance fund to help defray the cost of future unexpected insurance related expenditures. The reserve balance available in the insurance fund will be reduced by the amount of this claim.

ATTACHMENTS

1. Resolution - 8F

2. Claims Notices Redacted
Reviewed for Submission to the City Council by:

________________________________________
Craig Malin, Interim City Manager
Packet Page 59
RESOLUTION NO. XX-XX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEASIDE

ADOPT A RESOLUTION AUTHORIZING PAYMENT TO THE FEDERAL GOVERNMENT PROGRAM OF MEDICARE FOR $493,159.04 AND AUTHORIZE THE ACTING FINANCE DIRECTOR TO MAKE AN ADJUSTMENT TO THE FISCAL YEAR 2024-25 ADOPTED BUDGET.

WHEREAS, City received multiple demand letters during the time period October 2, 2023 through January 26, 2024 from CRC to pay a claim for medicare services provided to former employees; and
WHEREAS, on May 30, 2024, the challenge period expired and the amount became a debt owed to the federal government; and
WHEREAS, Pursuant to the Medicare Secondary Payer provision of the Social Security Act, liability insurance, no fault insurance, and workers compensation coverage, the City made no attempt to appeal the claims and is obligated to pay the amount and any interest accrued on unpaid portion of the debt; and
NOW, THEREFORE BE IT RESOLVED, that the City Council of the City of Seaside authorize the City Manager to authorize payment, and any unknown accrued interest, for the conditional payments Medicare has requested to be reimbursed in the amount of $493,159.04.

BE IT FURTHER RESOLVED, that the City Council of the City of Seaside authorizes the Acting Finance Director to adjustment the Fiscal Year 2024-25 Adopted Budget to increase the Insurance Fund Reserve Balance Account to the amount of the claim plus interest due.

PASSED AND ADOPTED at a regular City Council meeting of the City of Seaside duly held on the 5th day of September 2024, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:
______________________________
Ian N. Oglesby, Mayor
ATTEST:
___________________________
Dominique L. Davis, City Clerk
Packet Page 60
Packet Page 61
Packet Page 62
Packet Page 63
Packet Page 64
Packet Page 65
Packet Page 66
Packet Page 67
Packet Page 68
Packet Page 69
Packet Page 70
Packet Page 71
Packet Page 72
Packet Page 73
Packet Page 74
Packet Page 75
Packet Page 76
Packet Page 77
Packet Page 78
Packet Page 79
Packet Page 80
Packet Page 81

CITY OF SEASIDE

STAFF REPORT
Item No.: 8.G.

TO: City Council
FROM: Craig Malin, Interim City Manager
BY: Mary Gutierrez, Fire Chief
DATE: September 5, 2024
SUBJECT: ADOPT A RESOLUTION AUTHORIZING THE CLOSURE OF

YOSEMITE STREET, BETWEEN BROADWAY AVENUE AND
MENDOCINO STREET, ON OCTOBER 5, 2024 FOR SEASIDE FIRE

DEPARTMENT'S ANNUAL COMMUNITY PUBLIC EDUCATION

OPEN HOUSE

RECOMMENDATION
Adopt a resolution approving closure of Yosemite Street, between Broadway Avenue and Mendocino Street on October 5, 2024, from 7:00 a.m. - 4:00 p.m. for the Fire Department's annual public education open house.

BACKGROUND
Each year, the Seaside Fire Department hosts a community open house, offering residents an opportunity to interact with firefighters, learn about fire prevention, and witness live fire safety and rescue demonstrations. Attendees also get to explore various firefighting apparatus and equipment. Such educational events are common across the United States, organized by cities and fire departments to promote public safety.

This year, Fire Prevention Week is scheduled for October 6-12, with the National Fire Protection Association (NFPA) highlighting the theme: "Smoke Alarms: Make Them Work for You!™" The campaign aims to underscore the critical importance of having functional smoke alarms in every home.

To facilitate the event, we need to close a section of Yosemite Street between Broadway Avenue and Mendocino Street. This closure will allow space for fire apparatus displays and educational tables from various community vendors. We will notify affected Packet Page 82

Item No. 8.G. Page 2 of 2
residents several weeks in advance with a letter informing them of the upcoming street closure.

A resolution for the street closure and a proclamation will be included in the City Council’s agenda for September 5, 2024.

FISCAL IMPACT
Fiscal Impact is approximately $6,000.00

ATTACHMENTS

1. Resolution (Road Closure) Fire Open House 2024

2. Road Closure Letter Notification 2024

3. 2024 Fire Prevention Week Proclamation
Reviewed for Submission to the City Council by:

________________________________________
Craig Malin, Interim City Manager
Packet Page 83
RESOLUTION NO. 24-

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEASIDE

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEASIDE APPROVING THE

CLOSURE OF YOSEMITE STREET, BETWEEN BROADWAY AVENUE AND MENDOCINO STREET FOR THE SEASIDE FIRE DEPARTMENT OPEN HOUSE ON OCTOBER 5, 2024.

WHEREAS, the closing of Yosemite Street between Broadway Avenue and Mendocino Street is necessary for the Seaside Fire Department’s annual Open House on Saturday, October 5, 2024; and
WHEREAS, it is necessary to close Yosemite Street, between Broadway Avenue and Mendocino Street to insure the safety of the public using this portion of road during the course of the 9-hour period (7:00 AM – 4:00 PM).

NOW, THEREFORE BE IT RESOVED, that the City Council of the City of Seaside does hereby approve the closure of Yosemite Street between Broadway Avenue and Mendocino Street to ensure the safety of the public using this portion of roadway during this Fire Department event.

PASSED AND ADOPTED at a regular meeting of the City Council of the City of Seaside duly held on the 5th day of September 2024, by the following vote:

AYES: COUNCILMEMBERS:

NOES: COUNCILMEMBERS:

ABSENT: COUNCILMEMBERS:

ABSTAIN: COUNCILMEMBERS:
______________________________
Ian N. Oglesby, Mayor
ATTEST:
___________________________
Dominique Davis, City Clerk
Packet Page 84

FIRE DEPARTMENT
1635 Broadway Avenue Telephone (831) 899-6790
Seaside, CA 93955 FAX (831) 899-6261
August 6, 2024
Dear Residents,
The Seaside Fire Department is again seeking your support with the closing of Yosemite Street, between Broadway Avenue and Mendocino Street, for our Annual Open House. This section of Yosemite will be closed from 7:00 AM to 4:00 PM on Saturday, October 5, 2024.

This year’s event will include live demonstrations, numerous displays, informational booths, activities for kids, as well as other various forms of fun, educational information regarding fire safety.

It was your cooperation in years past that made the Fire Department Open House such a success. If you have any questions, comments or concerns please feel free reach out.

We’d like to thank you in advance for your cooperation and assistance in this experience, and hope that you and your families will join us this day.

Sincerely,
Mary Gutierrez,
Fire Chief, City of Seaside
(831) 899-6786
Packet Page 85
City of Seaside

PROCLAMATION

FIRE PREVENTION WEEK
October 6-12, 2024
WHEREAS, the City of Seaside is committed to ensuring the safety and security of all those living in and visiting our state; and
WHEREAS, home fires killed more than 2,700 people in the United States in 2022, according to the National Fire Protection Association® (NFPA®), and fire departments in the United States responded to 360,000 home fires; and
WHEREAS, roughly three out of five fire deaths happen in homes with either no smoke alarms or with no working smoke alarms; and
WHEREAS, working smoke alarms cut the risk of dying in reported home fires almost in half; and WHEREAS, smoke alarms sense smoke well before you can, alerting you to danger in the event of fire in which you may have as little as 2 minutes to escape safely; and WHEREAS, City of Seaside residents should install smoke alarms in every sleeping room, outside each separate sleeping area, and on every level of the home; and WHEREAS, City of Seaside residents will make sure their smoke alarms meet the needs of all their family members, including those with sensory or physical disabilities; and WHEREAS, City of Seaside residents should test smoke alarms at least once a month; and WHEREAS, City of Seaside residents who have planned and practiced a home fire escape plan are more prepared and will therefore be more likely to survive a fire; and WHEREAS, this year’s Fire Prevention Week theme, 'Smoke Alarms: Make Them Work for You,' reminds us of the importance of having working smoke alarms in the home." THEREFORE, BE IT PROCLAIMED, that I, The Honorable Ian N. Oglesby, Mayor of the City of Seaside, on behalf of the City Council, do hereby proclaim, the week of October 6-12, 2024, as Fire Prevention Week and I urge all the people of City of Seaside to make sure their homes have working smoke alarms and to support the Seaside Fire Department Open House scheduled for October 5, 2024. ____________________
Ian N. Oglesby, Mayor
September 5, 2024
Packet Page 86

CITY OF SEASIDE

STAFF REPORT
Item No.: 8.H.

TO: City Council
FROM: Craig Malin, Interim City Manager
BY: Dan Meewis, Recreation Director
Kirstin van Gend, Administrative Analyst II
DATE: September 5, 2024
SUBJECT: ADOPT A RESOLUTION AUTHORIZING AN AMENDMENT TO THE

PROFESSIONAL SERVICES AGREEMENT WITH MONTEREY BAY
ENGINEERS IN THE AMOUNT OF $8,220.00 FOR DEVELOPMENT

REVIEW SERVICES FOR SEASIDE RESORTS TO BE

REIMBURSED BY THE DEVELOPERS

RECOMMENDATION
Adopt a resolution authorizing the City Manager to execute an amendment to the professional services agreement with Monterey Bay Engineers in the amount of $8,220.00 for development review services for Seaside Resorts.

BACKGROUND
In February 2022, the City entered into a Professional Services Agreement with Monterey Bay Engineers (MBE), Inc. for the review of Seaside Resorts, Timeshare Parcels, Golf Course, Hotel, and Enclave Materials. The level of effort necessary to review the plans exceeded the current resources of the Engineering Division. A professional services agreement with Monterey Bay Engineers (Consultant) was executed in the amount of $24,000.00 to provide plan check services. The Consultant is currently on the City's pre-qualified on-call list for city surveyor services.

All actual costs to review plans, check maps, and related services under this contract are reimbursed by the Developers who are Shea Homes, for the residential component of the Seaside Resort Estates Development project, and the Grand Hyatt Hotel. Due to the length of the contract and the phases of the residential reviews for the Enclave, Monterey Bay Engineer completed many hours of document review, including reviewing many versions of documents as they underwent the finalization process. The Packet Page 87

Item No. 8.H. Page 2 of 2
consultant's work exceeded the contract amount of $24,000.00 as they completed the most recent services including review of Final Maps, legal descriptions and easements with recommendations to the City to accept for recordation. The services provided by MBE exceed the contract amount by $8,220.00, and while this amount will be reimbursed by the Developers, an Amendment to the contract is required per public contract code.

FISCAL IMPACT
An amendment to the agreement with Monterey Bay Engineers will have no fiscal impact to the General Fund. The City's adopted fee schedule requires the Developer to pay actual costs for engineering review for commercial and multi-family developments greater than 1 acre in size. The City is further entitled to recover the actual costs associated with inspection of such public improvements. Expenses associated with the Professional Services Agreement with the Consultant will be charged to deposit accounts #601-2312 and #601-2197 where funds are provided by the Developer.

ATTACHMENTS

1. Resolution

2. Professional Services Agreement

3. Amendment 2
Reviewed for Submission to the City Council by:

________________________________________
Craig Malin, Interim City Manager
Packet Page 88
Meeting Date: 9/5/24
Item #: X.X.

RESOLUTION NO. 24-XX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEASIDE

AUTHORIZING AN AMENDMENT TO THE PROFESSIONAL SERVICES

AGREEMENT WITH MONTEREY BAY ENGINEERS IN THE AMOUNT OF
$8,220.00 FOR DEVELOPMENT REVIEW SERVICES FOR SEASIDE RESORTS TO

BE REIMBURSED BY THE DEVELOPER
WHEREAS, the City entered into a Professional Services Agreement with Monterey Bay Engineers (MBE), Inc. in February 2022 for review of Seaside Resorts, Timeshare Parcels, Golf Course, Hotel, and Enclave Materials; and WHEREAS, the contract was approved for an amount not to exceed $24,000; and
WHEREAS, all actual costs to review plans, check maps, and related services under this contract are reimbursed by the Developers who are Shea Homes, for the residential component of the Seaside Resort Estates Development project, and the Grand Hyatt Hotel; and
WHEREAS, an additional $8,220.00 is needed on the contract amount to cover the documents review services.

NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Seaside does hereby authorizes the City Manager to execute an amendment to a Professional Services Agreement with Monterey Bay Engineers in the amount of $8,220.00 for Development Review Services for Seaside Resorts to be Reimbursed by the Developer.

PASSED AND ADOPTED at a Regular meeting of the City Council of the City of Seaside duly held on the 5th day of September, 2024, by the following vote:

AYES: COUNCIL MEMBERS
NOES: COUNCIL MEMBERS
ABSENT: COUNCIL MEMBERS
ABSTAIN: COUNCIL MEMBERS
APPROVED:
_______________________________
Ian N. Oglesby, Mayor
ATTEST:

Packet Page 89
-2
______________________________
Dominique L. Davis, City Clerk
APPROVED TO FORM:
______________________________
Sheri L. Damon, City Attorney
Packet Page 90
DocuSign Envelope ID: 8DEE8E2A-F9D3-432C-A82A-BC6DE1F3C084 Packet Page 91
DocuSign Envelope ID: 8DEE8E2A-F9D3-432C-A82A-BC6DE1F3C084 Packet Page 92
Professional Services Agreement
Easement and Map Review - Seasid,c:: Resort
a. The entire agreement between the parties with respect to the subject matter hereunder is contained in this agreement.
b. Neither this agreement nor any rights or obligations hereunder shall be assigned or delegated by the Consultant without the prior written consent of the City. c. This agreement shall be modified only by written agreement duly executed by the City and the Consultant.
d. Should any of the provisions hereunder be found to be invalid, void or voidable by a comi, the remaining provisions shall remain in full force and effect. e. This agreement shall be· governed by and construed in accordance with the laws of the State of California.
f. All notices required or pe;mitted under this agreement shall be deemed to have been given if and when 'ci.eposited in the United States mail, properly stamped and addressed to the party fer whom intended at such party's address listed below, or when delivered personally to such party. A party may change its address for notice hereunder by giviag written notice to the other party. g. Consultant shall provide the City with a $2,000,000/$4,000,000 general liability certificate of insurance ;'aming City as an additional insured, and automobile and workers' compensation ('.overage if applicable.

Wherefore, the parties have entered into this agreement as of the later of the dates stated below.

Approved:

Dated: f�S 4'11��1 "-"" 2022 7
Dated: -------, 2022
Consultant: _.....,�_'-"'----"-= _?:,_�tl ___
By: Steve Wilson
Title: Principal
Address: 607 Charles Ave, Suite B
Seaside, CA 93955
City of Seaside:

By: Jaime M. Fontes
Title: City Manager

DocuSign Envelope ID: 8DEE8E2A-F9D3-432C-A82A-BC6DE1F3C084 8/10/2022
Packet Page 93
DocuSign Envelope ID: 8DEE8E2A-F9D3-432C-A82A-BC6DE1F3C084 Packet Page 94
Packet Page 95
Packet Page 96
Packet Page 97
Packet Page 98
Packet Page 99

CITY OF SEASIDE

STAFF REPORT
Item No.: 8.I.

TO: City Council
FROM: Craig Malin, Interim City Manager
BY: Dan Meewis, Recreation Director
DATE: September 5, 2024
SUBJECT: ADOPT A RESOLUTION AUTHORIZING A MAINTENANCE AND

RIGHT OF ENTRY AGREEMENT WITH AMERICAN LEGION FOR
STORMWATER CONTROL AT 1000 PLAYA AVENUE

RECOMMENDATION
Adopt a resolution authorizing the City Manager to execute a maintenance and right of entry agreement with American Legion Post 591.

BACKGROUND
The property, with APN 011-524-004 and more commonly known as 1000 Playa Avenue, is owned by Seaside American Legion Post 591. To satisfy the requirements of the City's storm water permit, the project was required to develop a Storm Water Control Plan (SWCP), construct storm water improvements and enter into a Maintenance and Right of Entry Agreement (MROE) with the City for ongoing maintenance of the storm water improvements.

A Storm Water Control Plan for the American Legion and its concomitant sections, including the MROE, was finally reviewed and approved by the City's engineering consultants on August 22, 2024. As certified by the project engineer and verified by City Engineering staff, the project has constructed structural storm water control measures (SCMs) consistent with its SWCP.

To insure ongoing maintenance of SCMs, the property owner is required to enter into an MROE to be recorded at the Monterey County Recorders Office. The SWCP Attachment 6 includes the Operations and Maintenance measures for the storm drainage system. The MROE includes a site specific operation and maintenance plan and requires that an inspection by a qualified professional be conducted by September Packet Page 100

Item No. 8.I. Page 2 of 2
30th of each year and the associated certificate be submitted to the City. Staff recommends adopting a Resolution authorizing the City Manager to execute the Maintenance and Right of Entry Agreement with the American Legion.

FISCAL IMPACT
There is no fiscal impact associated with entering into the Maintenance and Right of Entry Agreement.

ATTACHMENTS

1. American Legion Storm Water Control Plan

2. American Legion Resolution

3. ROE Agreement w-Exh B
Reviewed for Submission to the City Council by:

________________________________________
Craig Malin, Interim City Manager
Packet Page 101

126 Bonifacio Place, Suite C · Monterey, California · Phone: (831) 647-1192 · Fax: (831) 647-1194

STORMWATER CONTROL PLAN

AMERICAN LEGION
OWNER:

PREPARED BY:

AMERICAN LEGION
C3 ENGINEERING
126 BONIFACIO PLACE, SUITE C
MONTEREY, CA 93940
(831)647-1192
02-19-2024
Packet Page 102

126 Bonifacio Place, Suite C · Monterey, California · Phone: (831) 647-1192 · Fax: (831) 647-1194 Table of Contents
I. PROJECT DATA 4
II. SETTING 4
II.A. Project Location and Description 4
II.B. Existing Site Features and Conditions 5
II.C. Opportunities and Constraints for Stormwater Control 5 III. LOW IMPACT DEVELOPMENT DESIGN STRATEGIES 5
III.A. Optimization of Site Layout 5
III.A.1. Limitation of development envelope 5
III.A.2. Preservation of natural drainage features 6
III.A.3. Setbacks from creeks, wetlands, and riparian habitats 6 III.A.4. Minimization of imperviousness 6
III.A.5. Use of drainage as a design element 6
III.B. Use of Permeable Pavements 6
III.C. Dispersal of Runoff to Pervious Areas 6
III.D. Stormwater Control Measures 6
IV. DOCUMENTATION OF DRAINAGE DESIGN 7
IV.A. Drainage Management Areas 7
IV.B. Tabulation and Sizing Calculations 7
IV.B.1. Information Summary for LID Facility Design 7
IV.B.2. Self-Treating Areas 7
IV.B.3. Self-Retaining Areas 8
IV.B.4. Areas Draining to Self-Retaining Areas 8
IV.B.5. Performance Requirement #1 8
IV.B.6. Performance Requirement #2 8
IV.B.7. Performance Requirement #3 Runoff Retention Calculations 9 IV.B.8. Performance Requirement #4 Peak Flow Management 10 V. SOURCE CONTROL MEASURES 10
V.A. Site activities and potential sources of pollutants 10 V.B. Source Control Table 10
Packet Page 103

126 Bonifacio Place, Suite C · Monterey, California · Phone: (831) 647-1192 · Fax: (831) 647-1194 V.C. Features, Materials, and Methods of Construction of Source Control BMPs 15 VI. STORMWATER FACILITY MAINTENANCE 15
VI.A. Ownership and Responsibility for Maintenance in Perpetuity 15 VI.B. Summary of Maintenance Requirements for Each Stormwater Facility 15 VII. CONSTRUCTION CHECKLIST 16
VIII. CERTIFICATIONS 16
Attachments
Attachment 1 Existing Conditions
Attachment 2 Proposed Conditions
Attachment 3 Stormwater Control Plan Exhibit
Attachment 4 Stormwater Control Measures Sizing Calculations Attachment 5 Geotechnical Investigation
Attachment 6 O & M Plan
Attachment 7 Filter Specifications
Packet Page 104

126 Bonifacio Place, Suite C · Monterey, California · Phone: (831) 647-1192 · Fax: (831) 647-1194 I. Project Data
Table 1. Project Data
Project Name/Number 121135 – American Legion
Project Location 1000 Playa Avenue, Seaside, CA
APN: 011-524-004
Project Phase No. This project will be constructed in concurrence with the adjacent America’s Tire Project. The project’s
themselves are two separate projects/permits
however. A SWPPP is in progress for the combined
sites.

Project Type and Description Construction of a 2700sf single story buillding.

Total Area (entire parcel) 0.366 AC (15,947 sqft)
Total Project Site Area (disturbed) 0.366 AC (15,947 sqft) Total New Impervious Surface Area 766 sqft
Total Replaced Impervious Surface Area 12,137 sqft
Total Pre-Project Impervious Surface
Area
12,614 sqft
Total Post-Project Impervious Surface
Area
12,903 sqft)
Net Impervious Area 12,903 sqft
Watershed Management Zone(s) 1
Design Storm Frequency and Depth Design Storm = 95th percentile 95th percentile 24-hour depth = 1.20 in
Urban Sustainability Area NA (not within USA)
II. Setting
II.A. Project Location and Description
The subject property is located at 1000 Playa Avenue in Seaside, CA. The west side of the property fronts Del Monte Blvd and the East side front The Mall (alley). The property has two proposed developments, America’s tire and American Legion. They will be permitted and constructed separately.

Packet Page 105

126 Bonifacio Place, Suite C · Monterey, California · Phone: (831) 647-1192 · Fax: (831) 647-1194 Vicinity Map Source: USGS via Google Earth.

II.B. Existing Site Features and Conditions
The site is currently developed. There is a single-story structure (American Legion) and is mostly paved with the exception of several small landscape islands. According to the Natural Resources Conservation Services Soil Survey of Monterey County, the site’s soil is Baywood Sand, Hydrologic Soil Group A. The site is relatively flat but drains to the west. There are two catch basins on the west side of the north and south parking areas that catch all the site runoff which is routed to the public system in Del Monte. See Attachment 1 for Existing Conditions.

II.C. Opportunities and Constraints for Stormwater Control Constraints:
• The project is considered part of a larger development. Although it doesn’t meet the criteria, it will be design to achieve Tier 4 compliance to provide a higher level of mitigation.

Opportunities:
• Being that the site was previously developed existing infrastructure (existing storm drain stubs) is available for use as overflow.
• Moderately permeable soils allow for infiltration..

III. Low Impact Development Design Strategies
III.A. Optimization of Site Layout
III.A.1. Limitation of development envelope
The Project Area (footprint) is limited to the minimum required for construction of the proposed buildings and associated site work.

See Attachment 2 for the Proposed Conditions.

Packet Page 106

126 Bonifacio Place, Suite C · Monterey, California · Phone: (831) 647-1192 · Fax: (831) 647-1194 III.A.2. Preservation of natural drainage features
There are no natural drainage features within the project area.

See Attachment 2 for the Proposed Conditions.

III.A.3. Setbacks from creeks, wetlands, and riparian habitats There are no creeks, wetland or riparian habitats on or near the property.

See Attachment 1 for the Existing Conditions.

III.A.4. Minimization of imperviousness
The Project Area (footprint) is limited to the minimum required for construction of the proposed buildings and associated site work. In addition, the patio area will have a pervious treatment as opposed to concrete.

III.A.5. Use of drainage as a design element
Drainage is collected in various structures and piped to a an underground stormwater retention system. Where possible, impervious areas are drained to landscape areas prior to the proposed storm drain system. Existing storm drain stubs will be used as overflows to the public system
See Attachment 3 for the proposed drainage facilities.

III.B. Use of Permeable Pavements
Permeable pavements are not recommended nor proposed for this site, due to the relatively tight turning movements.

See Attachment 2 for the Proposed Conditions
III.C. Dispersal of Runoff to Pervious Areas
Where possible, impervious areas are drained to landscape areas prior to the proposed storm drain system. The east patio and the sidewalks drain to landscape.

See Attachment 3 for the proposed drainage facilities.

III.D. Stormwater Control Measures
All site runoff will be routed through a media filter capable of treating for hydrocarbons, suspended solids and have full trach capture capability. In addition, all site runoff will be routed to underground infiltration chambers which promote infiltration and will provide enough volume to retain the 95th percentile storm. Additional volume will be provided to help manage peak flows
See Attachment 3 for the proposed drainage facilities.

Packet Page 107

126 Bonifacio Place, Suite C · Monterey, California · Phone: (831) 647-1192 · Fax: (831) 647-1194 IV. Documentation of Drainage Design
IV.A. Drainage Management Areas
Table IV.A.1 Drainage Management Areas
Name DMA Type Area Surface Type Connection
1 Drains to SCM 8389 Impervious SCM 1B &
SCM2 410 Pervious
2 Drains to SCM
4638 Impervious SCM 1A &
SCM2
2510 Pervious
DMA 1 consists of the driveway, parking lot, sidewalk and roof over the entry. All runoff will be routed overland to SCM1A then to SCM 2. DMA 2 consists of the main roof, rear and side yards. All roof runoff tributary to DMA 2 will be routed to SCM1B via underground piping. All patio runoff will flow overland directly into SCM1B. SCM 1A and SCM1B are media filter capable of treating for hydrocarbons, suspended solids and have full trash capture capability. The filter will be designed to mitigate Tier 2 water quality flows. After treatment, the site runoff will be directed to SCM 2. SCM 2, will retain a 95th percentile rain event. In addition, SCM 2 will provide additional volume to mitigate peak flows.

IV.B. Tabulation and Sizing Calculations
IV.B.1. Information Summary for LID Facility Design
Total Project Area
(Square Feet)
15947 sqft
Design Storm Depth 95th percentile - 1.2”
Applicable Requirements Tier 1, 2, 3 and 4
IV.B.2. Self-Treating Areas
A self-treating area is a portion of a Regulated Project in which infiltration, evapotranspiration and other natural processes remove pollutants from stormwater.

The self-treating areas may include conserved natural open areas and areas planted with native, drought-tolerant, or LID appropriate vegetation. A self-treating area only treats the rain falling on itself and does not receive stormwater runoff from other areas. (CCRWQCB Resolution No. R3-2013-0032, Attachment C.)
The landscaped areas that do not drain to the proposed stormwater control measure, but rather drain directly off site are considered self-treating and no additional stormwater management is required for self-treating areas. (CCRWQCB Resolution No.

R3-2013-0032, Attachment 1, Section B.4.d.iv.1.). No allowances have been made for self-treating areas. All SCMs have been design to mitigate the entire site.

Packet Page 108

126 Bonifacio Place, Suite C · Monterey, California · Phone: (831) 647-1192 · Fax: (831) 647-1194 IV.B.3. Self-Retaining Areas
None
IV.B.4. Areas Draining to Self-Retaining Areas
None
IV.B.5. Performance Requirement #1
In order to meet Performance Requirement No. 1, according to Resolution No. R3-2013- 0032, the following design strategies must be implemented:
i) Limit disturbance of creeks and natural drainage features ii) Minimize compaction of highly permeable soils
iii) Limit clearing and grading of native vegetation at the site to the minimum area needed to build the project, allow access, and provide fire protection iv) Minimize impervious surfaces by concentrating improvements on the leastsensitive portions of the site, while leaving the remaining land in a natural undisturbed state
v) Minimize stormwater runoff by implementing one or more of the following site design measures:
(1) Direct roof runoff into cisterns or rain barrels for reuse (2) Direct roof runoff onto vegetated areas safely away from building foundations and footings, consistent with California building code (3) Direct runoff from sidewalks, walkways, and/or patios onto vegetated areas safely away from building foundations and footings, consistent with California building code
(4) Direct runoff from driveways and/or uncovered parking lots onto vegetated areas safely away from building foundations and footings, consistent with California building code
(5) Construct bike lanes, driveways, uncovered parking lots, sidewalks, walkways, and patios with permeable surfaces
See Resolution No. R3-2013-0032 section B-2
Items i and ii do not apply to the site as there are no creeks, drainage features or highly permeable soils present on site.

Item iii is achieved inherently as clearing and grading have been limited to the minimum area required to build the project.

Item iv is also achieved as the improvements are concentrated out of the sensitive area of the site (see SWCP section III.A.1)
Item v is achieved by routing the easterly concrete slab runoff into vegetated areas. (see SWCP section III.C and III.D)
IV.B.6. Performance Requirement #2
In order to meet Performance Requirement No. 2, according to Resolution No. R3-2013- 0032, stormwater runoff must be treated as required in the Water Quality Treatment Packet Page 109

126 Bonifacio Place, Suite C · Monterey, California · Phone: (831) 647-1192 · Fax: (831) 647-1194 Performance Requirements in Section B.3.b. to reduce pollutant loads and concentrations using physical, biological, and or chemical removal.

Performance Requirement No. 2 has been achieved in accordance with R3-2013-0032 section B-3-b-iii (Non-retention Based Systems) by means of a media filter.

In order to meet the Hydraulic Sizing Criteria for Non-Retention Based Treatment Systems whose primary mode of action depends on flow capacity shall be sized to treat the system shall be designed to treat The flow of runoff produced by a rain event equal to at least two times the 85th percentile hourly rainfall intensity for the applicable area, based on historical records of hourly rainfall depths.
85th percentile Qp = 0.04 cfs
2 x 85th percentile Qp = 0.08 cfs
The Triton Top Hat Drop Inlet filter (TR14-CART (12)) has the capacity to treat 1.05 cfs. (see Attachment 7)
Performance requirement #2 is met.

See Resolution No. R3-2013-0032 section B-3
IV.B.7. Performance Requirement #3 Runoff Retention Calculations The runoff retention performance requirement is to prevent offsite discharge from events up to the 95th percentile 24-hour rainfall event (as determined from local rainfall data). Compliance must be achieved via storage, rainwater harvesting, infiltration, and/or evapotranspiration.

For this project compliance will be achieved by using underground infiltration chambers which will provide enough volume to prevent the off-site discharge of the 95th percentile storm runoff.

The storm drain system and the SCM were modeled using HydrCAD Stormwater modeling software. The model includes the underground infiltration chambers and accounts for both volume and infiltration. Infiltration data was provided by the geotechnical engineer. The factored result was 5.35 in/hr. In the model a factor of 0.5 was applied to give a 2x factor of safety. The chambers are modeled with two outlets.

One being infiltration at the bottom of the chambers. The other being an overflow pipe set at the top of the chambers. Local rainfall data from NOAA Atlas 14 was used to model the system. The HydroCAD results show that all the runoff from the 95th percentile storm is infiltrated and there is no discharge through the primary over flow.

The number of chambers required is much lower than shown. Additional chambers have been added to manage peak flows.

SCM Type # of
Chambers
Volume per
Chamber
Total Volume
Provided
#2 Direct Infiltration
(underground chambers)
4 97.8 FT3 391 FT3
Packet Page 110

126 Bonifacio Place, Suite C · Monterey, California · Phone: (831) 647-1192 · Fax: (831) 647-1194 IV.B.8. Performance Requirement #4 Peak Flow Management Performance requirement #4 requires that post-development peak flows, discharged from the site, shall not exceed pre-project peak flows for the 2- through 10-year storm events. 4 ADS SC-740 chambers provide enough volume to manage peak flows. Pre and post-construction were modeled and the results are as follows:
95th 2 Year 5 Year 10 Year 100 Year
PreConPostConPreConPostConPreConPostConPreConPostConPreConPostCon Peak
Flow

0.10 cfs

0.0 cfs

0.18 cfs

0.08 cfs

0.27 cfs

0.26 cfs

0.34 cfs

0.32 cfs

0.60 cfs

0.58 cfs
Runoff
Volume 703 cf 0 cf 1324
cf 376 cf 1960cf
1015
cf
2505
cf
1580
cf
4547
cf
3836
cf
Tc
15min 15min 15 min 15 min 15
min
15 min 15 min 15 min 15 min 15 min
See HydroCAD calcs
V. Source Control Measures
V.A. Site activities and potential sources of pollutants Site elements and activities with the potential to pollute storm water runoff are provided in Table 9, below.

V.B. Source Control Table
Potential Sources of
Runoff Pollutants
Structural/Permanent Control
Details BMPs
On-site storm drain inlets
(unauthorized nonstormwater discharges
and accidental spills or
leaks)
 Mark all inlets with the words
"No dumping! Flows to Bay" or
similar
 Maintain and periodically
repaint or replace inlet
markings.
  Provide stormwater pollution
prevention information to
new site owners, lessees, or
operators.
  See applicable operational
BMPs in Fact Sheet SC-44,
“Drainage System
Maintenance,” in the CASQA
Stormwater Quality
Handbooks at
www.cabmphandbooks.com
Packet Page 111

126 Bonifacio Place, Suite C · Monterey, California · Phone: (831) 647-1192 · Fax: (831) 647-1194   Include the following in lease
agreements: “Tenant shall
not allow anyone to
discharge anything to storm
drains or to store or deposit
materials so as to create a
potential discharge to storm
drains.”
Interior floor drains  State that interior floor drains will be plumbed to sanitary
sewer.
 Inspect and maintain drains
to prevent blockages and
overflow.

Need for future indoor &
structural pest control
 Note building design features
that discourage entry of
pests.
 Provide Integrated Pest
Management information to
owners, lessees, and
operators.

Landscape/ Outdoor
Pesticide Use/Building
and Grounds
Maintenance
 State that final landscape
plans will accomplish all of
the following.
 Maintain landscaping using
minimum or no pesticides.
 Preserve existing native trees,
shrubs, and ground cover to
the maximum extent possible.
 See applicable operational
BMPs in Fact Sheet SC-41,
“Building and Grounds
Maintenance,” in the CASQA
Stormwater Quality
Handbooks at
www.cabmphandbooks.com
 Design landscaping to
minimize irrigation and runoff,
to promote surface infiltration
where appropriate, and to
minimize the use of fertilizers
and pesticides that can
contribute to stormwater
pollution.
 Provide IPM information to
new owners, lessees and
operators.
 Where landscaped areas are
used to retain or detain
stormwater, specify plants
that are tolerant of saturated
soil conditions.

 Consider using pest-resistant
plants, especially adjacent to
hardscape.
 To insure successful
establishment, select plants
appropriate to site soils,
slopes, climate, sun, wind,
rain, land use, air movement,
ecological consistency, and
plant

Potential Sources of
Runoff Pollutants
Structural/Permanent Control
Details BMPs
Packet Page 112

126 Bonifacio Place, Suite C · Monterey, California · Phone: (831) 647-1192 · Fax: (831) 647-1194 Refuse areas  State how site refuse will be
handled and provide
supporting detail to what is
shown on plans.
 Provide adequate number of
receptacles. Inspect
receptacles regularly; repair
or replace leaky receptacles.

Keep receptacles covered.

Prohibit/prevent dumping of
liquid or hazardous wastes.

Post “no hazardous
materials” signs. Inspect and
pick up litter daily and clean
up spills immediately. Keep
spill control materials
available on-site.
 State that signs will be posted
on or near dumpsters with the
words “Do not dump
hazardous materials here” or
similar.

Outdoor storage of
equipment or materials.
(See rows J and K for
source control measures
for vehicle cleaning,
repair, and
maintenance.)
 Include a detailed
description of materials to be
stored, storage areas, and
structural features to prevent
pollutants from entering storm
drains.
 See the Fact Sheets SC-31,
“Outdoor Liquid Container
Storage” and SC-33,
“Outdoor Storage of Raw
Materials ” in the CASQA
Stormwater Quality
Handbooks at
www.cabmphandbooks.com
 Where appropriate,
reference documentation of
compliance with the
requirements of programs for:

Hazardous Waste
Generation, Hazardous
Materials Release Response
and Inventory California
Accidental Release (CalARP),
Aboveground Storage Tank,
Uniform Fire Code Article 80
Section 103(b) & (c) 1991,
Underground Storage Tank

Vehicle and Equipment
Cleaning
 If a car wash area is not
provided, describe measures
taken to discourage on-site
car washing and explain how
these will be enforced.
 Describe operational
measures to implement the
following (if applicable):
   Washwater from vehicle and
equipment washing
operations shall not be
discharged to the storm drain
system.

Potential Sources of
Runoff Pollutants
Structural/Permanent Control
Details BMPs
Packet Page 113

126 Bonifacio Place, Suite C · Monterey, California · Phone: (831) 647-1192 · Fax: (831) 647-1194    Car dealerships and similar
may rinse cars with water
only.
   See Fact Sheet SC-21,
“Vehicle and Equipment
Cleaning,” in the CASQA
Stormwater Quality
Handbooks at
www.cabmphandbooks.com
Vehicle/Equipment
Repair and
Maintenance
 State that no vehicle repair or
maintenance will be done
outdoors, or else describe the
required features of the
outdoor work area.
 In the Stormwater Control
Plan, note that all of the
following restrictions apply to
use the site:
 State that there are no floor
drains or if there are floor
drains, note the agency from
which an industrial waste
discharge permit will be
obtained and that the design
meets that agency’s
requirements.
 No person shall dispose of,
nor permit the disposal,
directly or indirectly of
vehicle fluids, hazardous
materials, or rinsewater from
parts cleaning into storm
drains.
 State that there are no tanks,
containers or sinks to be used
for parts cleaning or rinsing or,
if there are, note the agency
from which an industrial
waste discharge permit will
be obtained and that the
design meets that agency’s
requirements.
 No vehicle fluid removal shall
be performed outside a
building, nor on asphalt or
ground surfaces, whether
inside or outside a building,
except in such a manner as
to ensure that any spilled fluid
will be in an area of
secondary containment.

Leaking vehicle fluids shall be
contained or drained from
the vehicle immediately.
  No person shall leave
unattended drip parts or
other open containers
containing vehicle fluid,
unless such containers are in
use or in an area of
secondary containment.

Loading Docks   Move loaded and unloaded
items indoors as soon as
possible.

Potential Sources of
Runoff Pollutants
Structural/Permanent Control
Details BMPs
Packet Page 114

126 Bonifacio Place, Suite C · Monterey, California · Phone: (831) 647-1192 · Fax: (831) 647-1194   See Fact Sheet SC-30,
“Outdoor Loading and
Unloading,” in the CASQA
Stormwater Quality
Handbooks at
www.cabmphandbooks.com
Fire Sprinkler Test Water   See the note in Fact Sheet SC-41, “Building and Grounds
Maintenance,” in the CASQA
Stormwater Quality
Handbooks at
www.cabmphandbooks.com
Miscellaneous Drain or
Wash Water or Other
Sources (Boiler drain
lines, Condensate drain
lines, Rooftop
equipment, Drainage
sumps, Roofing, gutters,
and trim, Other sources)
 Boiler drain lines shall be
directly or indirectly
connected to the sanitary
sewer system and may not
discharge to the storm drain
system.

 Condensate drain lines may
discharge to landscaped
areas if the flow is small
enough that runoff will not
occur. Condensate drain
lines may not discharge to
the storm drain system.

 Rooftop equipment with
potential to produce
pollutants shall be roofed
and/or have secondary
containment.

 Any drainage sumps on-site
shall feature a sediment sump
to reduce the quantity of
sediment in pumped water.

 Avoid roofing, gutters, and
trim made of copper or other
unprotected metals that may
leach into runoff.

 Include controls for other
sources as specified by local
reviewer.

Potential Sources of
Runoff Pollutants
Structural/Permanent Control
Details BMPs
Packet Page 115

126 Bonifacio Place, Suite C · Monterey, California · Phone: (831) 647-1192 · Fax: (831) 647-1194 Plazas, sidewalks, and
parking lots.
  Sweep plazas, sidewalks, and
parking lots regularly to
prevent accumulation of litter
and debris. Collect debris
from pressure washing to
prevent entry into the storm
drain system. Collect
washwater containing any
cleaning agent or degreaser
and discharge to the sanitary
sewer not to a storm drain.

V. C. Features, Materials, and Methods of Construction of Source Control BMPs (see Construction Documents)
VI. Stormwater Facility Maintenance
VI.A. Ownership and Responsibility for Maintenance in Perpetuity Prior to the issuance of final Certificate of Occupancy, the owner will submit for review and approval to the city, a maintenance agreement that will include a statement accepting responsibility for operation and maintenance of facilities until that responsibility is formally transferred to another entity. This maintenance agreement will be filed with the Monterey County Recorder.

VI.B. Summary of Maintenance Requirements for Each Stormwater Facility Maintenance: At a minimum the following activities must occur to properly maintain stormwater facilities:

ISOLATOR ROW INSPECTION
Regular inspection and maintenance are essential to assure a properly functioning stormwater system. Inspection is easily accomplished through the manhole or optional inspection ports of an Isolator Row. Please follow local and OSHA rules for a confined space entry. Inspection ports can allow inspection to be accomplished completely from the surface without the need for a confined space entry. Inspection ports provide visual access to the system with the use of a flashlight. A stadia rod may be inserted to determine the depth of sediment. If upon visual inspection it is found that sediment has accumulated to an average depth exceeding 3” (76 mm), cleanout is required. A StormTech Isolator Row should initially be inspected immediately after completion of the site’s construction.

While every effort should be made to prevent sediment from entering the system during construction, it is during this time that excess amounts of sediments are most likely to enter any stormwater system. Inspection and maintenance, if necessary, should be performed prior to passing responsibility over to the site’s owner. Once in normal service, a StormTech Isolator Row should be inspected bi-annually until an understanding of the sites characteristics is developed. The site’s maintenance manager can then revise the inspection schedule based on experience or local requirements.

ISOLATOR ROW MAINTENANCE
Potential Sources of
Runoff Pollutants
Structural/Permanent Control
Details BMPs
Packet Page 116

126 Bonifacio Place, Suite C · Monterey, California · Phone: (831) 647-1192 · Fax: (831) 647-1194 JetVac maintenance is recommended if sediment has been collected to an average depth of 3” (76 mm) inside the Isolator Row. More frequent maintenance may be required to maintain minimum flow rates through the Isolator Row. The JetVac process utilizes a high pressure water nozzle to propel itself down the Isolator Row while scouring and suspending sediments. As the nozzle is retrieved, a wave of suspended sediments is flushed back into the manhole for vacuuming. Most sewer and pipe maintenance companies have vacuum/ JetVac combination vehicles. Fixed nozzles designed for culverts or large diameter pipe cleaning are preferable. Rear facing jets with an effective spread of at least 45” (1143 mm) are best. The JetVac process shall only be performed on StormTech Rows that have AASHTO class 1 woven geotextile over their foundation stone (ADS 315WTM or equal).

REM TRITON Filter Recommended Maintenance Procedures:

Maintenance and Inspections:

In order to ensure proper operation, REM (Revel Environmental Manufacturing, Inc.) recommends that REM Stormwater filters be serviced and maintained when debris and pollutant accumulations exceed no more than 80% of the filter’s capacity. REM recommends that the filters are inspected and serviced at a minimum of three times (3X’s) per seasonal cycle year. The frequency and length of duration between inspections and maintenance may fluctuate based on specific site conditions such as local weather conditions, site use, and pollutant type and loading volume.

Filter Media Replacement:

In order to ensure proper operation, REM recommends that the FOG Media, or other specified media (such as Activated Carbon, and/or Zeolite) be replaced when the outer surface of media is no more than 50% coated with contaminants. (The surface area of REM’s standard FOG media is stark white in color. The media will blacken with encapsulated contaminants over time.) It is recommended that REM media packs and Bioflex be replaced a minimum of one time (1X) per seasonal cycle year. Sites with higher pollutant loading concentrations may require more frequent service and media replacement. Purchase replacement media packs from REM at (888) 526-4736 or [email protected]. Custom media configurations are available upon.

Disposal:

Captured pollutant debris and spent media must be disposed of in accordance with all Federal, State, and Local Laws and Regulations.

On-site Procedures for Triton Catch Basin Filter Inserts:

1. Secure area (proceed with traffic and pedestrian control plan).

2. Clean surface area immediately around each storm drain utilizing a stiff bristled push-broom, flat shovel or industrial vacuum.

3. Proceed with confined space procedures as necessary.

4. Remove grate or manhole cover and set aside.

5. Inspect perimeter filter flange gasket. Confirm media cartridge is secure in the filter basin.

6. Remove debris trapped in grate slot openings.

7. Utilize an industrial vacuum to remove debris from within filter basin.

8. Pressure wash media pack through the stainless steel cartridge. (Avoid discharge by utilizing an industrial vacuum to remove excess water while pressure washing).

9. Inspect media housed inside stainless steel cartridge. REM recommends replacing the filter media a minimum of once a year (see Filter Media Replacement above).

10. Place grate or manhole cover back on catch basin grate frame.

11. Secure dated service lock-out tag on grate lid.

12. Identify catch basin on site map for tracking and reporting.

13. Note observations, concerns or recommendation regarding specific filter on maintenance report.

14. Remove pedestrian and/or traffic control barricades.

Packet Page 117
Stormwater Control Plan
Page# BMP Description See Plan Sheet #s

8-10 SCM#1 & SCM#2 C2, C3 , C4 and C5
VIII. Certifications
The stormwater control facilities described in the Stormwater Control Plan have been designed to meet the Site Design and Runoff Reduction, Water Quality Treatment, Runoff Retention and Peak Management measures in accordance with Central Coast Regional Water Quality Control Board Resolution No. R3-2013-0032, Attachment 1, Post-Construction Stormwater Management Requirements for Developed Projects in the Central Coast Region.
02-19-2024
Frank Campo, C3 Civil Engineering Inc, P.E. 61390 Date
VII. Construction Checklist
See project construction documents prepared by C3 Engineering INC.

Packet Page 118
Packet Page 119
Packet Page 120
Packet Page 121
5S
DMA 1
6S
Pre Con Site
8S
DMA 2
5R
(new Reach)
2P
SC-740
Routing Diagram for 121135 Stormtech
Prepared by C3 Engineering INC, Printed 10/14/2021
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Subcat Reach Pond Link
Packet Page 122
121135 Stormtech CA 24-hr 5 0-85th Rainfall=0.80"
Prepared by C3 Engineering, INC. Printed 2/19/2024
HydroCAD® 10.00-21 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 1 Summary for Subcatchment 5S: DMA 1
Runoff = 0.05 cfs @ 12.23 hrs, Volume= 381 cf, Depth= 0.52" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 0-85th Rainfall=0.80"
Area (sf) CN Description
8,389 98 Paved parking, HSG A
410 68 <50% Grass cover, Poor, HSG A
8,799 97 Weighted Average
410 4.66% Pervious Area
8,389 95.34% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Summary for Subcatchment 8S: DMA 2
Runoff = 0.01 cfs @ 12.27 hrs, Volume= 75 cf, Depth= 0.13" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 0-85th Rainfall=0.80"
Area (sf) CN Description
4,638 98 Paved parking, HSG A
2,510 68 <50% Grass cover, Poor, HSG A
7,148 87 Weighted Average
2,510 35.11% Pervious Area
4,638 64.89% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Packet Page 123
121135 Stormtech CA 24-hr 5 0-95th Rainfall=1.20"
Prepared by C3 Engineering, INC. Printed 2/19/2024
HydroCAD® 10.00-21 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 5S: DMA 1
Runoff = 0.09 cfs @ 12.23 hrs, Volume= 656 cf, Depth= 0.89" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 0-95th Rainfall=1.20"
Area (sf) CN Description
8,389 98 Paved parking, HSG A
410 68 <50% Grass cover, Poor, HSG A
8,799 97 Weighted Average
410 4.66% Pervious Area
8,389 95.34% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Summary for Subcatchment 8S: DMA 2
Runoff = 0.03 cfs @ 12.24 hrs, Volume= 202 cf, Depth= 0.34" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 0-95th Rainfall=1.20"
Area (sf) CN Description
4,638 98 Paved parking, HSG A
2,510 68 <50% Grass cover, Poor, HSG A
7,148 87 Weighted Average
2,510 35.11% Pervious Area
4,638 64.89% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Packet Page 124
121135 Stormtech CA 24-hr 5 2-yr Rainfall=1.82"
Prepared by C3 Engineering, INC. Printed 2/19/2024
HydroCAD® 10.00-21 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 3 Summary for Subcatchment 5S: DMA 1
Runoff = 0.14 cfs @ 12.22 hrs, Volume= 1,096 cf, Depth= 1.50" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 2-yr Rainfall=1.82"
Area (sf) CN Description
8,389 98 Paved parking, HSG A
410 68 <50% Grass cover, Poor, HSG A
8,799 97 Weighted Average
410 4.66% Pervious Area
8,389 95.34% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Summary for Subcatchment 8S: DMA 2
Runoff = 0.06 cfs @ 12.23 hrs, Volume= 457 cf, Depth= 0.77" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 2-yr Rainfall=1.82"
Area (sf) CN Description
4,638 98 Paved parking, HSG A
2,510 68 <50% Grass cover, Poor, HSG A
7,148 87 Weighted Average
2,510 35.11% Pervious Area
4,638 64.89% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Packet Page 125
121135 Stormtech CA 24-hr 5 5-yr Rainfall=2.42"
Prepared by C3 Engineering, INC. Printed 2/19/2024
HydroCAD® 10.00-21 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 4 Summary for Subcatchment 5S: DMA 1
Runoff = 0.20 cfs @ 12.22 hrs, Volume= 1,529 cf, Depth= 2.08" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 5-yr Rainfall=2.42"
Area (sf) CN Description
8,389 98 Paved parking, HSG A
410 68 <50% Grass cover, Poor, HSG A
8,799 97 Weighted Average
410 4.66% Pervious Area
8,389 95.34% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Summary for Subcatchment 8S: DMA 2
Runoff = 0.10 cfs @ 12.23 hrs, Volume= 741 cf, Depth= 1.24" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 5-yr Rainfall=2.42"
Area (sf) CN Description
4,638 98 Paved parking, HSG A
2,510 68 <50% Grass cover, Poor, HSG A
7,148 87 Weighted Average
2,510 35.11% Pervious Area
4,638 64.89% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Packet Page 126
121135 Stormtech CA 24-hr 5 10-yr Rainfall=2.92"
Prepared by C3 Engineering, INC. Printed 2/19/2024
HydroCAD® 10.00-21 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment 5S: DMA 1
Runoff = 0.24 cfs @ 12.22 hrs, Volume= 1,891 cf, Depth= 2.58" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 10-yr Rainfall=2.92"
Area (sf) CN Description
8,389 98 Paved parking, HSG A
410 68 <50% Grass cover, Poor, HSG A
8,799 97 Weighted Average
410 4.66% Pervious Area
8,389 95.34% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Summary for Subcatchment 8S: DMA 2
Runoff = 0.14 cfs @ 12.23 hrs, Volume= 994 cf, Depth= 1.67" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 10-yr Rainfall=2.92"
Area (sf) CN Description
4,638 98 Paved parking, HSG A
2,510 68 <50% Grass cover, Poor, HSG A
7,148 87 Weighted Average
2,510 35.11% Pervious Area
4,638 64.89% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Packet Page 127
121135 Stormtech CA 24-hr 5 50-yr Rainfall=4.17"
Prepared by C3 Engineering, INC. Printed 2/19/2024
HydroCAD® 10.00-21 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment 5S: DMA 1
Runoff = 0.35 cfs @ 12.22 hrs, Volume= 2,801 cf, Depth= 3.82" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 50-yr Rainfall=4.17"
Area (sf) CN Description
8,389 98 Paved parking, HSG A
410 68 <50% Grass cover, Poor, HSG A
8,799 97 Weighted Average
410 4.66% Pervious Area
8,389 95.34% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Summary for Subcatchment 8S: DMA 2
Runoff = 0.23 cfs @ 12.23 hrs, Volume= 1,664 cf, Depth= 2.79" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 50-yr Rainfall=4.17"
Area (sf) CN Description
4,638 98 Paved parking, HSG A
2,510 68 <50% Grass cover, Poor, HSG A
7,148 87 Weighted Average
2,510 35.11% Pervious Area
4,638 64.89% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Packet Page 128
121135 Stormtech CA 24-hr 5 100-yr Rainfall=4.75"
Prepared by C3 Engineering, INC. Printed 2/19/2024
HydroCAD® 10.00-21 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment 5S: DMA 1
Runoff = 0.40 cfs @ 12.22 hrs, Volume= 3,225 cf, Depth= 4.40" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 100-yr Rainfall=4.75"
Area (sf) CN Description
8,389 98 Paved parking, HSG A
410 68 <50% Grass cover, Poor, HSG A
8,799 97 Weighted Average
410 4.66% Pervious Area
8,389 95.34% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Summary for Subcatchment 8S: DMA 2
Runoff = 0.27 cfs @ 12.23 hrs, Volume= 1,985 cf, Depth= 3.33" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 100-yr Rainfall=4.75"
Area (sf) CN Description
4,638 98 Paved parking, HSG A
2,510 68 <50% Grass cover, Poor, HSG A
7,148 87 Weighted Average
2,510 35.11% Pervious Area
4,638 64.89% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Packet Page 129
121135 Stormtech CA 24-hr 5 0-85th Rainfall=0.80"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 1 Summary for Pond 2P: SC-740
Inflow Area = 15,954 sf, 81.70% Impervious, Inflow Depth = 0.34" for 0-85th event Inflow = 0.05 cfs @ 12.30 hrs, Volume= 456 cf
Outflow = 0.01 cfs @ 11.90 hrs, Volume= 456 cf, Atten= 77%, Lag= 0.0 min Discarded = 0.01 cfs @ 11.90 hrs, Volume= 456 cf
Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf
Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs / 2 Peak Elev= 27.73' @ 13.32 hrs Surf.Area= 201 sf Storage= 73 cf Plug-Flow detention time= 35.8 min calculated for 456 cf (100% of inflow) Center-of-Mass det. time= 35.5 min ( 926.3 - 890.7 )
Volume Invert Avail.Storage Storage Description
#1A 27.00' 207 cf 6.25'W x 32.10'L x 3.50'H Field A
702 cf Overall - 184 cf Embedded = 518 cf x 40.0% Voids #2A 27.50' 184 cf ADS_StormTech SC-740 +Cap x 4 Inside #1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap 391 cf Total Available Storage
Storage Group A created with Chamber Wizard
Device Routing Invert Outlet Devices
#1 Discarded 27.00' 5.350 in/hr Exfiltration X 0.50 over Horizontal area #2 Primary 30.00' 12.0" Vert. Orifice/Grate C= 0.600
Discarded OutFlow Max=0.01 cfs @ 11.90 hrs HW=27.04' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.01 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=27.00' (Free Discharge) 2=Orifice/Grate ( Controls 0.00 cfs)
Packet Page 130
121135 Stormtech CA 24-hr 5 0-85th Rainfall=0.80"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 2 Pond 2P: SC-740 - Chamber Wizard Field A
Chamber Model = ADS_StormTech SC-740 +Cap (ADS StormTech® SC-740 with cap length) Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap 4 Chambers/Row x 7.12' Long +0.81' Cap Length x 2 = 30.10' Row Length +12.0" End Stone x 2 = 32.10' Base Length
1 Rows x 51.0" Wide + 12.0" Side Stone x 2 = 6.25' Base Width

6.0" Base + 30.0" Chamber Height + 6.0" Cover = 3.50' Field Height 4 Chambers x 45.9 cf = 183.8 cf Chamber Storage
702.1 cf Field - 183.8 cf Chambers = 518.4 cf Stone x 40.0% Voids = 207.3 cf Stone Storage Chamber Storage + Stone Storage = 391.1 cf = 0.009 af
Overall Storage Efficiency = 55.7%
Overall System Size = 32.10' x 6.25' x 3.50'
4 Chambers

26.0 cy Field

19.2 cy Stone
Packet Page 131
121135 Stormtech CA 24-hr 5 0-85th Rainfall=0.80"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 3 Pond 2P: SC-740
Inflow
Outflow
Discarded
Primary
Hydrograph
Time (hours)
0 2 4 6 8 10 1214 16 1820 22 2426 28 3032 34 3638 4042 44 4648 50 5254 56 5860 6264 66 6870 72 Flow (cfs)

0.055

0.05 0.045

0.04 0.035

0.03 0.025

0.02 0.015

0.01 0.005
0 Inflow Area=15,954 sf
Peak Elev=27.73'
Storage=73 cf

0.05 cfs

0.01 cfs

0.01 cfs

0.00 cfs
Packet Page 132
121135 Stormtech CA 24-hr 5 0-95th Rainfall=1.20"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 1 Summary for Pond 2P: SC-740
Inflow Area = 15,954 sf, 81.70% Impervious, Inflow Depth = 0.65" for 0-95th event Inflow = 0.10 cfs @ 12.30 hrs, Volume= 858 cf
Outflow = 0.01 cfs @ 11.00 hrs, Volume= 858 cf, Atten= 88%, Lag= 0.0 min Discarded = 0.01 cfs @ 11.00 hrs, Volume= 858 cf
Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf
Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs / 2 Peak Elev= 28.98' @ 15.46 hrs Surf.Area= 201 sf Storage= 242 cf Plug-Flow detention time= 190.2 min calculated for 857 cf (100% of inflow) Center-of-Mass det. time= 190.0 min ( 1,058.9 - 868.9 ) Volume Invert Avail.Storage Storage Description
#1A 27.00' 207 cf 6.25'W x 32.10'L x 3.50'H Field A
702 cf Overall - 184 cf Embedded = 518 cf x 40.0% Voids #2A 27.50' 184 cf ADS_StormTech SC-740 +Cap x 4 Inside #1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap 391 cf Total Available Storage
Storage Group A created with Chamber Wizard
Device Routing Invert Outlet Devices
#1 Discarded 27.00' 5.350 in/hr Exfiltration X 0.50 over Horizontal area #2 Primary 30.00' 12.0" Vert. Orifice/Grate C= 0.600
Discarded OutFlow Max=0.01 cfs @ 11.00 hrs HW=27.04' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.01 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=27.00' (Free Discharge) 2=Orifice/Grate ( Controls 0.00 cfs)
Packet Page 133
121135 Stormtech CA 24-hr 5 0-95th Rainfall=1.20"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 2 Pond 2P: SC-740 - Chamber Wizard Field A
Chamber Model = ADS_StormTech SC-740 +Cap (ADS StormTech® SC-740 with cap length) Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap 4 Chambers/Row x 7.12' Long +0.81' Cap Length x 2 = 30.10' Row Length +12.0" End Stone x 2 = 32.10' Base Length
1 Rows x 51.0" Wide + 12.0" Side Stone x 2 = 6.25' Base Width

6.0" Base + 30.0" Chamber Height + 6.0" Cover = 3.50' Field Height 4 Chambers x 45.9 cf = 183.8 cf Chamber Storage
702.1 cf Field - 183.8 cf Chambers = 518.4 cf Stone x 40.0% Voids = 207.3 cf Stone Storage Chamber Storage + Stone Storage = 391.1 cf = 0.009 af
Overall Storage Efficiency = 55.7%
Overall System Size = 32.10' x 6.25' x 3.50'
4 Chambers

26.0 cy Field

19.2 cy Stone
Packet Page 134
121135 Stormtech CA 24-hr 5 0-95th Rainfall=1.20"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 3 Pond 2P: SC-740
Inflow
Outflow
Discarded
Primary
Hydrograph
Time (hours)
0 2 4 6 8 10 12 1416 18 20 22 2426 28 30 32 3436 38 40 42 44 4648 50 52 54 5658 60 62 64 6668 70 72 Flow (cfs)

0.115

0.11 0.105

0.1 0.095

0.09 0.085

0.08 0.075

0.07 0.065

0.06 0.055

0.05 0.045

0.04 0.035

0.03 0.025

0.02 0.015

0.01 0.005
0 Inflow Area=15,954 sf
Peak Elev=28.98'
Storage=242 cf

0.10 cfs

0.01 cfs

0.01 cfs

0.00 cfs
Packet Page 135
121135 Stormtech CA 24-hr 5 0-95th Rainfall=1.20"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 1 Summary for Subcatchment 6S: Pre Con Site
Runoff = 0.10 cfs @ 12.23 hrs, Volume= 703 cf, Depth= 0.61" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 0-95th Rainfall=1.20"
Area (sf) CN Description
11,528 98 Paved parking, HSG A
2,276 68 <50% Grass cover, Poor, HSG A
13,804 93 Weighted Average
2,276 16.49% Pervious Area
11,528 83.51% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Subcatchment 6S: Pre Con Site
Runoff
Hydrograph
Time (hours)
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Flow (cfs)

0.105

0.1 0.095

0.09 0.085

0.08 0.075

0.07 0.065

0.06 0.055

0.05 0.045

0.04 0.035

0.03 0.025

0.02 0.015

0.01 0.005
0 CA 24-hr 5
0-95th Rainfall=1.20"
Runoff Area=13,804 sf
Runoff Volume=703 cf
Runoff Depth=0.61"
Tc=15.0 min
CN=93

0.10 cfs
Packet Page 136
121135 Stormtech CA 24-hr 5 0-95th Rainfall=1.20"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 2 Summary for Pond 2P: SC-740
Inflow Area = 15,954 sf, 81.70% Impervious, Inflow Depth = 0.65" for 0-95th event Inflow = 0.10 cfs @ 12.30 hrs, Volume= 858 cf
Outflow = 0.01 cfs @ 11.00 hrs, Volume= 858 cf, Atten= 88%, Lag= 0.0 min Discarded = 0.01 cfs @ 11.00 hrs, Volume= 858 cf
Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf
Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs / 2 Peak Elev= 28.98' @ 15.46 hrs Surf.Area= 201 sf Storage= 242 cf Plug-Flow detention time= 190.2 min calculated for 857 cf (100% of inflow) Center-of-Mass det. time= 190.0 min ( 1,058.9 - 868.9 ) Volume Invert Avail.Storage Storage Description
#1A 27.00' 207 cf 6.25'W x 32.10'L x 3.50'H Field A
702 cf Overall - 184 cf Embedded = 518 cf x 40.0% Voids #2A 27.50' 184 cf ADS_StormTech SC-740 +Cap x 4 Inside #1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap 391 cf Total Available Storage
Storage Group A created with Chamber Wizard
Device Routing Invert Outlet Devices
#1 Discarded 27.00' 5.350 in/hr Exfiltration X 0.50 over Horizontal area #2 Primary 30.00' 12.0" Vert. Orifice/Grate C= 0.600
Discarded OutFlow Max=0.01 cfs @ 11.00 hrs HW=27.04' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.01 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=27.00' (Free Discharge) 2=Orifice/Grate ( Controls 0.00 cfs)
Packet Page 137
121135 Stormtech CA 24-hr 5 0-95th Rainfall=1.20"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 3 Pond 2P: SC-740 - Chamber Wizard Field A
Chamber Model = ADS_StormTech SC-740 +Cap (ADS StormTech® SC-740 with cap length) Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap 4 Chambers/Row x 7.12' Long +0.81' Cap Length x 2 = 30.10' Row Length +12.0" End Stone x 2 = 32.10' Base Length
1 Rows x 51.0" Wide + 12.0" Side Stone x 2 = 6.25' Base Width

6.0" Base + 30.0" Chamber Height + 6.0" Cover = 3.50' Field Height 4 Chambers x 45.9 cf = 183.8 cf Chamber Storage
702.1 cf Field - 183.8 cf Chambers = 518.4 cf Stone x 40.0% Voids = 207.3 cf Stone Storage Chamber Storage + Stone Storage = 391.1 cf = 0.009 af
Overall Storage Efficiency = 55.7%
Overall System Size = 32.10' x 6.25' x 3.50'
4 Chambers

26.0 cy Field

19.2 cy Stone
Packet Page 138
121135 Stormtech CA 24-hr 5 0-95th Rainfall=1.20"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 4 Pond 2P: SC-740
Inflow
Outflow
Discarded
Primary
Hydrograph
Time (hours)
0 2 4 6 8 10 12 1416 18 20 22 2426 28 30 32 3436 38 40 42 44 4648 50 52 54 5658 60 62 64 6668 70 72 Flow (cfs)

0.115

0.11 0.105

0.1 0.095

0.09 0.085

0.08 0.075

0.07 0.065

0.06 0.055

0.05 0.045

0.04 0.035

0.03 0.025

0.02 0.015

0.01 0.005
0 Inflow Area=15,954 sf
Peak Elev=28.98'
Storage=242 cf

0.10 cfs

0.01 cfs

0.01 cfs

0.00 cfs
Packet Page 139
121135 Stormtech CA 24-hr 5 2-yr Rainfall=1.82"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment 6S: Pre Con Site
Runoff = 0.18 cfs @ 12.23 hrs, Volume= 1,324 cf, Depth= 1.15" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 2-yr Rainfall=1.82"
Area (sf) CN Description
11,528 98 Paved parking, HSG A
2,276 68 <50% Grass cover, Poor, HSG A
13,804 93 Weighted Average
2,276 16.49% Pervious Area
11,528 83.51% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Subcatchment 6S: Pre Con Site
Runoff
Hydrograph
Time (hours)
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Flow (cfs)

0.2 0.19

0.18 0.17

0.16 0.15

0.14 0.13

0.12 0.11

0.1 0.09

0.08 0.07

0.06 0.05

0.04 0.03

0.02 0.01
0 CA 24-hr 5
2-yr Rainfall=1.82"
Runoff Area=13,804 sf
Runoff Volume=1,324 cf
Runoff Depth=1.15"
Tc=15.0 min
CN=93

0.18 cfs
Packet Page 140
121135 Stormtech CA 24-hr 5 2-yr Rainfall=1.82"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 6 Summary for Pond 2P: SC-740
Inflow Area = 15,954 sf, 81.70% Impervious, Inflow Depth = 1.17" for 2-yr event Inflow = 0.19 cfs @ 12.30 hrs, Volume= 1,554 cf
Outflow = 0.09 cfs @ 12.57 hrs, Volume= 1,557 cf, Atten= 49%, Lag= 16.6 min Discarded = 0.01 cfs @ 9.10 hrs, Volume= 1,181 cf
Primary = 0.08 cfs @ 12.57 hrs, Volume= 376 cf
Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs / 2 Peak Elev= 30.14' @ 12.57 hrs Surf.Area= 201 sf Storage= 362 cf Plug-Flow detention time= 221.0 min calculated for 1,553 cf (100% of inflow) Center-of-Mass det. time= 223.1 min ( 1,071.1 - 847.9 ) Volume Invert Avail.Storage Storage Description
#1A 27.00' 207 cf 6.25'W x 32.10'L x 3.50'H Field A
702 cf Overall - 184 cf Embedded = 518 cf x 40.0% Voids #2A 27.50' 184 cf ADS_StormTech SC-740 +Cap x 4 Inside #1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap 391 cf Total Available Storage
Storage Group A created with Chamber Wizard
Device Routing Invert Outlet Devices
#1 Discarded 27.00' 5.350 in/hr Exfiltration X 0.50 over Horizontal area #2 Primary 30.00' 12.0" Vert. Orifice/Grate C= 0.600
Discarded OutFlow Max=0.01 cfs @ 9.10 hrs HW=27.04' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.01 cfs)
Primary OutFlow Max=0.08 cfs @ 12.57 hrs HW=30.13' (Free Discharge) 2=Orifice/Grate (Orifice Controls 0.08 cfs @ 1.25 fps)
Packet Page 141
121135 Stormtech CA 24-hr 5 2-yr Rainfall=1.82"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 7 Pond 2P: SC-740 - Chamber Wizard Field A
Chamber Model = ADS_StormTech SC-740 +Cap (ADS StormTech® SC-740 with cap length) Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap 4 Chambers/Row x 7.12' Long +0.81' Cap Length x 2 = 30.10' Row Length +12.0" End Stone x 2 = 32.10' Base Length
1 Rows x 51.0" Wide + 12.0" Side Stone x 2 = 6.25' Base Width

6.0" Base + 30.0" Chamber Height + 6.0" Cover = 3.50' Field Height 4 Chambers x 45.9 cf = 183.8 cf Chamber Storage
702.1 cf Field - 183.8 cf Chambers = 518.4 cf Stone x 40.0% Voids = 207.3 cf Stone Storage Chamber Storage + Stone Storage = 391.1 cf = 0.009 af
Overall Storage Efficiency = 55.7%
Overall System Size = 32.10' x 6.25' x 3.50'
4 Chambers

26.0 cy Field

19.2 cy Stone
Packet Page 142
121135 Stormtech CA 24-hr 5 2-yr Rainfall=1.82"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 8 Pond 2P: SC-740
Inflow
Outflow
Discarded
Primary
Hydrograph
Time (hours)
0 2 4 6 8 10 12 1416 18 20 22 2426 28 30 32 3436 38 40 42 44 4648 50 52 54 5658 60 62 64 6668 70 72 Flow (cfs)

0.2 0.19

0.18 0.17

0.16 0.15

0.14 0.13

0.12 0.11

0.1 0.09

0.08 0.07

0.06 0.05

0.04 0.03

0.02 0.01
0 Inflow Area=15,954 sf
Peak Elev=30.14'
Storage=362 cf

0.19 cfs

0.09 cfs

0.01 cfs

0.08 cfs
Packet Page 143
121135 Stormtech CA 24-hr 5 5-yr Rainfall=2.42"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 9 Summary for Subcatchment 6S: Pre Con Site
Runoff = 0.27 cfs @ 12.23 hrs, Volume= 1,960 cf, Depth= 1.70" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 5-yr Rainfall=2.42"
Area (sf) CN Description
11,528 98 Paved parking, HSG A
2,276 68 <50% Grass cover, Poor, HSG A
13,804 93 Weighted Average
2,276 16.49% Pervious Area
11,528 83.51% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Subcatchment 6S: Pre Con Site
Runoff
Hydrograph
Time (hours)
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Flow (cfs)

0.3 0.28

0.26 0.24

0.22 0.2

0.18 0.16

0.14 0.12

0.1 0.08

0.06 0.04

0.02 0
CA 24-hr 5
5-yr Rainfall=2.42"
Runoff Area=13,804 sf
Runoff Volume=1,960 cf
Runoff Depth=1.70"
Tc=15.0 min
CN=93

0.27 cfs
Packet Page 144
121135 Stormtech CA 24-hr 5 5-yr Rainfall=2.42"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 10 Summary for Pond 2P: SC-740
Inflow Area = 15,954 sf, 81.70% Impervious, Inflow Depth = 1.71" for 5-yr event Inflow = 0.27 cfs @ 12.29 hrs, Volume= 2,271 cf
Outflow = 0.27 cfs @ 12.29 hrs, Volume= 2,273 cf, Atten= 1%, Lag= 0.0 min Discarded = 0.01 cfs @ 7.00 hrs, Volume= 1,258 cf
Primary = 0.26 cfs @ 12.29 hrs, Volume= 1,015 cf
Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs / 2 Peak Elev= 30.25' @ 12.29 hrs Surf.Area= 201 sf Storage= 371 cf Plug-Flow detention time= 161.5 min calculated for 2,270 cf (100% of inflow) Center-of-Mass det. time= 162.6 min ( 997.0 - 834.4 )
Volume Invert Avail.Storage Storage Description
#1A 27.00' 207 cf 6.25'W x 32.10'L x 3.50'H Field A
702 cf Overall - 184 cf Embedded = 518 cf x 40.0% Voids #2A 27.50' 184 cf ADS_StormTech SC-740 +Cap x 4 Inside #1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap 391 cf Total Available Storage
Storage Group A created with Chamber Wizard
Device Routing Invert Outlet Devices
#1 Discarded 27.00' 5.350 in/hr Exfiltration X 0.50 over Horizontal area #2 Primary 30.00' 12.0" Vert. Orifice/Grate C= 0.600
Discarded OutFlow Max=0.01 cfs @ 7.00 hrs HW=27.04' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.01 cfs)
Primary OutFlow Max=0.25 cfs @ 12.29 hrs HW=30.25' (Free Discharge) 2=Orifice/Grate (Orifice Controls 0.25 cfs @ 1.69 fps)
Packet Page 145
121135 Stormtech CA 24-hr 5 5-yr Rainfall=2.42"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 11 Pond 2P: SC-740 - Chamber Wizard Field A
Chamber Model = ADS_StormTech SC-740 +Cap (ADS StormTech® SC-740 with cap length) Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap 4 Chambers/Row x 7.12' Long +0.81' Cap Length x 2 = 30.10' Row Length +12.0" End Stone x 2 = 32.10' Base Length
1 Rows x 51.0" Wide + 12.0" Side Stone x 2 = 6.25' Base Width

6.0" Base + 30.0" Chamber Height + 6.0" Cover = 3.50' Field Height 4 Chambers x 45.9 cf = 183.8 cf Chamber Storage
702.1 cf Field - 183.8 cf Chambers = 518.4 cf Stone x 40.0% Voids = 207.3 cf Stone Storage Chamber Storage + Stone Storage = 391.1 cf = 0.009 af
Overall Storage Efficiency = 55.7%
Overall System Size = 32.10' x 6.25' x 3.50'
4 Chambers

26.0 cy Field

19.2 cy Stone
Packet Page 146
121135 Stormtech CA 24-hr 5 5-yr Rainfall=2.42"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 12 Pond 2P: SC-740
Inflow
Outflow
Discarded
Primary
Hydrograph
Time (hours)
0 2 4 6 8 10 12 1416 18 20 22 2426 28 30 32 3436 38 40 42 44 4648 50 52 54 5658 60 62 64 6668 70 72 Flow (cfs)

0.3 0.28

0.26 0.24

0.22 0.2

0.18 0.16

0.14 0.12

0.1 0.08

0.06 0.04

0.02 0
Inflow Area=15,954 sf
Peak Elev=30.25'
Storage=371 cf

0.27 cfs

0.27 cfs

0.01 cfs

0.26 cfs
Packet Page 147
121135 Stormtech CA 24-hr 5 10-yr Rainfall=2.92"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 13 Summary for Subcatchment 6S: Pre Con Site
Runoff = 0.34 cfs @ 12.23 hrs, Volume= 2,505 cf, Depth= 2.18" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 10-yr Rainfall=2.92"
Area (sf) CN Description
11,528 98 Paved parking, HSG A
2,276 68 <50% Grass cover, Poor, HSG A
13,804 93 Weighted Average
2,276 16.49% Pervious Area
11,528 83.51% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Subcatchment 6S: Pre Con Site
Runoff
Hydrograph
Time (hours)
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Flow (cfs)

0.38 0.36

0.34 0.32

0.3 0.28

0.26 0.24

0.22 0.2

0.18 0.16

0.14 0.12

0.1 0.08

0.06 0.04

0.02 0
CA 24-hr 5
10-yr Rainfall=2.92"
Runoff Area=13,804 sf
Runoff Volume=2,505 cf
Runoff Depth=2.18"
Tc=15.0 min
CN=93

0.34 cfs
Packet Page 148
121135 Stormtech CA 24-hr 5 10-yr Rainfall=2.92"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 14 Summary for Pond 2P: SC-740
Inflow Area = 15,954 sf, 81.70% Impervious, Inflow Depth = 2.17" for 10-yr event Inflow = 0.34 cfs @ 12.29 hrs, Volume= 2,887 cf
Outflow = 0.34 cfs @ 12.30 hrs, Volume= 2,885 cf, Atten= 2%, Lag= 0.5 min Discarded = 0.01 cfs @ 5.60 hrs, Volume= 1,304 cf
Primary = 0.32 cfs @ 12.30 hrs, Volume= 1,580 cf
Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs / 2 Peak Elev= 30.28' @ 12.30 hrs Surf.Area= 201 sf Storage= 373 cf Plug-Flow detention time= 136.4 min calculated for 2,881 cf (100% of inflow) Center-of-Mass det. time= 136.4 min ( 962.4 - 825.9 )
Volume Invert Avail.Storage Storage Description
#1A 27.00' 207 cf 6.25'W x 32.10'L x 3.50'H Field A
702 cf Overall - 184 cf Embedded = 518 cf x 40.0% Voids #2A 27.50' 184 cf ADS_StormTech SC-740 +Cap x 4 Inside #1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap 391 cf Total Available Storage
Storage Group A created with Chamber Wizard
Device Routing Invert Outlet Devices
#1 Discarded 27.00' 5.350 in/hr Exfiltration X 0.50 over Horizontal area #2 Primary 30.00' 12.0" Vert. Orifice/Grate C= 0.600
Discarded OutFlow Max=0.01 cfs @ 5.60 hrs HW=27.04' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.01 cfs)
Primary OutFlow Max=0.32 cfs @ 12.30 hrs HW=30.28' (Free Discharge) 2=Orifice/Grate (Orifice Controls 0.32 cfs @ 1.80 fps)
Packet Page 149
121135 Stormtech CA 24-hr 5 10-yr Rainfall=2.92"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 15 Pond 2P: SC-740 - Chamber Wizard Field A
Chamber Model = ADS_StormTech SC-740 +Cap (ADS StormTech® SC-740 with cap length) Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap 4 Chambers/Row x 7.12' Long +0.81' Cap Length x 2 = 30.10' Row Length +12.0" End Stone x 2 = 32.10' Base Length
1 Rows x 51.0" Wide + 12.0" Side Stone x 2 = 6.25' Base Width

6.0" Base + 30.0" Chamber Height + 6.0" Cover = 3.50' Field Height 4 Chambers x 45.9 cf = 183.8 cf Chamber Storage
702.1 cf Field - 183.8 cf Chambers = 518.4 cf Stone x 40.0% Voids = 207.3 cf Stone Storage Chamber Storage + Stone Storage = 391.1 cf = 0.009 af
Overall Storage Efficiency = 55.7%
Overall System Size = 32.10' x 6.25' x 3.50'
4 Chambers

26.0 cy Field

19.2 cy Stone
Packet Page 150
121135 Stormtech CA 24-hr 5 10-yr Rainfall=2.92"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 16 Pond 2P: SC-740
Inflow
Outflow
Discarded
Primary
Hydrograph
Time (hours)
0 2 4 6 8 10 12 1416 18 20 22 2426 28 30 32 3436 38 40 42 44 4648 50 52 54 5658 60 62 64 6668 70 72 Flow (cfs)

0.38 0.36

0.34 0.32

0.3 0.28

0.26 0.24

0.22 0.2

0.18 0.16

0.14 0.12

0.1 0.08

0.06 0.04

0.02 0
Inflow Area=15,954 sf
Peak Elev=30.28'
Storage=373 cf

0.34 cfs

0.34 cfs

0.01 cfs

0.32 cfs
Packet Page 151
121135 Stormtech CA 24-hr 5 100-yr Rainfall=4.75"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 17 Summary for Subcatchment 6S: Pre Con Site
Runoff = 0.60 cfs @ 12.22 hrs, Volume= 4,547 cf, Depth= 3.95" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs CA 24-hr 5 100-yr Rainfall=4.75"
Area (sf) CN Description
11,528 98 Paved parking, HSG A
2,276 68 <50% Grass cover, Poor, HSG A
13,804 93 Weighted Average
2,276 16.49% Pervious Area
11,528 83.51% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)

15.0 Direct Entry,
Subcatchment 6S: Pre Con Site
Runoff
Hydrograph
Time (hours)
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Flow (cfs)

0.65 0.6

0.55 0.5

0.45 0.4

0.35 0.3

0.25 0.2

0.15 0.1

0.05 0
CA 24-hr 5
100-yr Rainfall=4.75"
Runoff Area=13,804 sf
Runoff Volume=4,547 cf
Runoff Depth=3.95"
Tc=15.0 min
CN=93

0.60 cfs
Packet Page 152
121135 Stormtech CA 24-hr 5 100-yr Rainfall=4.75"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 18 Summary for Pond 2P: SC-740
Inflow Area = 15,954 sf, 81.70% Impervious, Inflow Depth = 3.92" for 100-yr event Inflow = 0.60 cfs @ 12.29 hrs, Volume= 5,212 cf
Outflow = 0.60 cfs @ 12.30 hrs, Volume= 5,213 cf, Atten= 1%, Lag= 0.3 min Discarded = 0.01 cfs @ 2.50 hrs, Volume= 1,377 cf
Primary = 0.58 cfs @ 12.30 hrs, Volume= 3,836 cf
Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.10 hrs / 2 Peak Elev= 30.38' @ 12.30 hrs Surf.Area= 201 sf Storage= 382 cf Plug-Flow detention time= 89.9 min calculated for 5,206 cf (100% of inflow) Center-of-Mass det. time= 90.6 min ( 896.3 - 805.7 )
Volume Invert Avail.Storage Storage Description
#1A 27.00' 207 cf 6.25'W x 32.10'L x 3.50'H Field A
702 cf Overall - 184 cf Embedded = 518 cf x 40.0% Voids #2A 27.50' 184 cf ADS_StormTech SC-740 +Cap x 4 Inside #1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap 391 cf Total Available Storage
Storage Group A created with Chamber Wizard
Device Routing Invert Outlet Devices
#1 Discarded 27.00' 5.350 in/hr Exfiltration X 0.50 over Horizontal area #2 Primary 30.00' 12.0" Vert. Orifice/Grate C= 0.600
Discarded OutFlow Max=0.01 cfs @ 2.50 hrs HW=27.04' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.01 cfs)
Primary OutFlow Max=0.58 cfs @ 12.30 hrs HW=30.38' (Free Discharge) 2=Orifice/Grate (Orifice Controls 0.58 cfs @ 2.10 fps)
Packet Page 153
121135 Stormtech CA 24-hr 5 100-yr Rainfall=4.75"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 19 Pond 2P: SC-740 - Chamber Wizard Field A
Chamber Model = ADS_StormTech SC-740 +Cap (ADS StormTech® SC-740 with cap length) Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.12'L = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap 4 Chambers/Row x 7.12' Long +0.81' Cap Length x 2 = 30.10' Row Length +12.0" End Stone x 2 = 32.10' Base Length
1 Rows x 51.0" Wide + 12.0" Side Stone x 2 = 6.25' Base Width

6.0" Base + 30.0" Chamber Height + 6.0" Cover = 3.50' Field Height 4 Chambers x 45.9 cf = 183.8 cf Chamber Storage
702.1 cf Field - 183.8 cf Chambers = 518.4 cf Stone x 40.0% Voids = 207.3 cf Stone Storage Chamber Storage + Stone Storage = 391.1 cf = 0.009 af
Overall Storage Efficiency = 55.7%
Overall System Size = 32.10' x 6.25' x 3.50'
4 Chambers

26.0 cy Field

19.2 cy Stone
Packet Page 154
121135 Stormtech CA 24-hr 5 100-yr Rainfall=4.75"
Prepared by C3 Engineering INC Printed 5/25/2023
HydroCAD® 10.00-22 s/n 07597 © 2018 HydroCAD Software Solutions LLC Page 20 Pond 2P: SC-740
Inflow
Outflow
Discarded
Primary
Hydrograph
Time (hours)
0 2 4 6 8 10 12 1416 18 20 22 2426 28 30 32 3436 38 40 42 44 4648 50 52 54 5658 60 62 64 6668 70 72 Flow (cfs)

0.65 0.6

0.55 0.5

0.45 0.4

0.35 0.3

0.25 0.2

0.15 0.1

0.05 0
Inflow Area=15,954 sf
Peak Elev=30.38'
Storage=382 cf

0.60 cfs

0.60 cfs

0.01 cfs

0.58 cfs
Packet Page 155
Attachment 5
Packet Page 156
Packet Page 157
Packet Page 158
Packet Page 159
Packet Page 160
Packet Page 161
Packet Page 162
Packet Page 163
Packet Page 164
Packet Page 165
Packet Page 166
Packet Page 167
Packet Page 168
Packet Page 169
By: Soil Surveys Group, Inc.
103 Church Street
Salinas, CA 93901
Job #6910 831-757-2172
FIGURE I: VICINITY MAP
1" = 2000'
SCALE
BASE: U.S. Geological Survey, Seaside

7.5' Quadrangles, Carmel Valley, CA
N
SITE
Packet Page 170
Packet Page 171
Packet Page 172
Packet Page 173
Packet Page 174
Packet Page 175
Packet Page 176
Packet Page 177
Packet Page 178
Packet Page 179
Packet Page 180
Packet Page 181
Packet Page 182
Packet Page 183
Packet Page 184
EXHIBIT “B”
Operations and Maintenance Plan
American Legion
1000 Playa Avenue
The general manager and/or the person(s) appointed by the general manger to maintain the storm drain facilities must familiarize themselves with the purposes, design specifications, features, and mode of operation of the storm drain system and should review the Stormwater Control Plan (in addition to this document). Maintenance supervisors and employees need to be informed of the following specific maintenance requirements for the Media Filters and Infiltration Chambers and accompanying storm drain system.

Infiltration Chambers:

At a minimum the following activities must occur to properly maintain the underground infiltration chambers (ADS Stormtech SC740, manufacturer’s literature attached) :

ISOLATOR ROW INSPECTION
Regular inspection and maintenance are essential to assure a properly functioning stormwater system. Inspection is easily accomplished through the manhole or optional inspection ports of an Isolator Row. Please follow local and OSHA rules for a confined space entry. Inspection ports can allow inspection to be accomplished completely from the surface without the need for a confined space entry. Inspection ports provide visual access to the system with the use of a flashlight. A stadia rod may be inserted to determine the depth of sediment. If upon visual inspection it is found that sediment has accumulated to an average depth exceeding 3” (76 mm), cleanout is required. A StormTech Isolator Row should initially be inspected immediately after completion of the site’s construction.

While every effort should be made to prevent sediment from entering the system during construction, it is during this time that excess amounts of sediments are most likely to enter any stormwater system. Inspection and maintenance, if necessary, should be performed prior to passing responsibility over to the site’s owner. Once in normal service, a StormTech Isolator Row should be inspected before each rainy season.

ISOLATOR ROW MAINTENANCE
JetVac maintenance is recommended if sediment has been collected to an average depth of 3” (76 mm) inside the Isolator Row. More frequent maintenance may be required to maintain minimum flow rates through the Isolator Row. The JetVac process utilizes a high pressure water nozzle to propel itself down the Isolator Row while scouring and suspending sediments. As the nozzle is retrieved, a wave of suspended sediments is flushed back into the manhole for vacuuming. Most sewer and pipe maintenance companies have vacuum/ JetVac combination vehicles. Fixed nozzles designed for culverts or large diameter pipe cleaning are preferable. Rear facing jets with an effective spread of at least 45” (1143 mm) are best. The JetVac process shall only be performed on StormTech Rows that have AASHTO class 1 woven geotextile over their foundation stone (ADS 315WTM or equal).

REM Media Filter Recommended Maintenance Procedures:
(REM Triton filters, manufacturer’s literature attached) Attachment 6
Packet Page 185
MAINTENANCE AND INSPECTIONS:

In order to ensure proper operation, REM (Revel Environmental Manufacturing, Inc.) recommends that REM Stormwater filters be serviced and maintained when debris and pollutant accumulations exceed no more than 80% of the filter’s capacity. REM recommends that the filters are inspected and serviced at a minimum of three times (3X’s) per seasonal cycle year. The frequency and length of duration between inspections and maintenance may fluctuate based on specific site conditions such as local weather conditions, site use, and pollutant type and loading volume.

FILTER MEDIA REPLACEMENT:

In order to ensure proper operation, REM recommends that the FOG Media, or other specified media (such as Activated Carbon, and/or Zeolite) be replaced when the outer surface of media is no more than 50% coated with contaminants. (The surface area of REM’s standard FOG media is stark white in color. The media will blacken with encapsulated contaminants over time.) It is recommended that REM media packs and Bioflex be replaced a minimum of one time (1X) per seasonal cycle year. Purchase replacement media packs from REM at (888) 526-4736 or [email protected].

DISPOSAL:

Captured pollutant debris and spent media must be disposed of in accordance with all Federal, State, and Local Laws and Regulations.

ON-SITE PROCEDURES FOR TRITON CATCH BASIN FILTER INSERTS:

1. Secure area (proceed with traffic and pedestrian control plan).

2. Clean surface area immediately around each storm drain utilizing a stiff bristled pushbroom, flat shovel or industrial vacuum.

3. Remove grate or manhole cover and set aside.

4. Inspect perimeter filter flange gasket. Confirm media cartridge is secure in the filter basin.

5. Remove debris trapped in grate slot openings.

6. Remove debris from within filter basin.

7. Pressure wash media pack through the stainless steel cartridge. (Avoid discharge by utilizing an industrial vacuum to remove excess water while pressure washing).

8. Inspect media housed inside stainless steel cartridge. Replace filter when outer surface is 50% coated with contaminants.

9. Place grate or manhole cover back on catch basin grate frame.

10. Note observations, concerns or recommendation regarding specific filter on maintenance report.

See O&M Site Plan attached for locations of site SCMs.

Each year, and at the time of any sale or other transfer of title to the Property, Owner shall provide the City a Maintenance Certificate by September 30 certifying that the SCMs have been recently inspected and are functioning in compliance with the Operation and Maintenance Plan or, if such SCMs were not in compliance with the Operation and Maintenance Plan, what measures have been taken to bring the SCMs and the maintenance thereof into compliance with the Operation and Maintenance Plan. Proof of maintenance, such as copies of completed Maintenance Matrix and/or receipts shall be included with the Maintenance Certificate
Packet Page 186
The applicant accepts responsibility for the operation and maintenance of stormwater treatment and flow-control facilities for the life of the project. Any future change or alteration, or the failure to maintain any feature described herein can result in penalties including but not limited to fines, property liens, and other actions for enforcement of a civil judgment.

Opinion of Probable Maintenance Costs
Item Frequency Cost
Inspect Chambers Annually $575.00
Inspect Media Filters Annually $650.00
Annual Certification Annually $575.00
Replace Media Filters As Required $2,475.00
Chamber Sediment Removal As Required $2,750.00
For any questions regarding the Stormwater Control Plan or the Operations and Maintenance Plan, contact C3 Engineering, Inc. (831-647-1192 or [email protected]) 08-15-2024
Frank Campo, P.E. 61390 Date
Packet Page 187
American Legion
Stormwater Control Measures
Operations and Maintenance Checklist
1000 Playa
Storm Drain System
Frequency Observation Maintenance Activity Inspected
by Date
Once a year
between Sept
1st and Sept
30th
Inspect the storm drain system.

Look for obstructions, vegetation,
debris, litter, sediment, etc.
blocking the system. Check for
bushes, trees, or other dense
vegetation growing immediately in
front of the system.

Remove obstructions, etc.

Observation Maintenance Activity
Inspect all catch basins. Look for
obstructions, vegetation, debris,
litter, sediment, etc. blocking the
catch basins.

Remove obstructions, etc.

Frequency    Observation Maintenance Activity
Once a year
prior to Sept
30 and after
the first rain
event
producing
runoff. After
rain events
producing
over 0.5” of
runoff.  Every
other month
minimum
during dry
periods.

Inspect the entire storm drain
system from the upstream end to
the outfall, including all catch
basins. Observe the flow of water.

Any evidence of ponding in the
catch basins indicates a blockage.

Find and remove any obstructions.

Flushing may be necessary.

Packet Page 188
Media Filters
Frequency   Observation Maintenance Activity Inspected
by Date
Before each
rainy season
and every 4
months.

Inspect media filters for debris and
pollutant accumulations.

Replace media filters when
pollutant accumulations exceed
more than 50% of the filter’s
capacity.

Infiltration Chambers
Frequency   Observation Maintenance Activity Inspected
by Date
Before each
rainy season.

Inspect isolator row for
accumulated sediment.

Remove accumulated sediment
when it exceeds 3” in depth.

Packet Page 189
EXHIBIT “A”
Packet Page 190
Exhibit C
City of Seaside
Stormwater Management Facilities
Annual Maintenance Certificate
For
American Legion
Stormwater Control Measures
Operations and Maintenance Plan
(1000 Playa, Seaside, CA 93955)

I, ________________________________ certify that the stormwater management facilities at the (Print Name)
American Legion Facilities at1000 Playa, including the stormwater site design measures, treatment measures and source control measures have been properly operated and maintained during the preceding year, and have been inspected during a period beginning on September 1 and ending no later than September 30 and repaired as necessary to ensure continued proper operation. (Attach copies of any maintenance records and/or receipts, if applicable) _____________________________________ __________________ Signature Date
_____________________________________
Title
This Certificate shall be submitted to the City of Seaside no later than October 1 annually.

Pursuant to City of Seaside Municipal Code, the City Engineer or designee maintains the authority, whenever reasonably necessary, to make an inspection, make copies of related records, take water samples and perform any testing necessary to enforce any provision of the Storm Water Management Ordinance.

Packet Page 191

THE DESIGN AND DETAIL OF THIS

DRAWING IS THE PROPERTY OF
REM INC. AND IS NOT TO BE USED

EXCEPT IN CONNECTION WITH OUR
WORK, DESIGN AND INVENTION RIGHTS ARE RESERVED.

U.S. Patent Number:
6,217,757
REM Inc.

PH: (888) 526-4736

DIMENSIONS ARE IN INCHES
UNLESS OTHERWISE NOTED. DRAWN BY: FOR: REV C.F. SCA
LE 1/4 : 1 DATE: 3/3/2013 SHEET 1 OF 1

TRITON TOP HAT SERIES
(Top-Hat Cartridge System)
Drop Inlet Combinations
Notes:

REM’s TRITON – TH (Top Hat) Series
Cartridge
Diameter size
may vary by
catch basin.

Taller cartridge
options provide
greater volume
capacity and
increased
treatment rates.

Side View

MADE IN
USA
Shown with a Combination Curb/
Grated Catch Basin

STAINLESS STEEL

REMOVABLE

CARTRIDGE

HOUSING

FILTER BASE
PLATE
CATCH
BASIN

REPLACABLE

ABSORBENT

MEDIA-PAKS
GRATE Allows for
Optional
Downspout
Filtering
· The TRITON - TH Series Filters may be customized in the field to fit catch basins with irregular dimensions or unusual frame and grate types. REM also designs custom filters for unique storm water infrastructures and applications. · Base plates are constructed using High Density Polyethylene Plastic (HDPE). · Filter cartridge housings are constructed utilizing Type 304 Stainless Steel, with 2" welded square openings. · Removable cartridge tops are constructed utilizing over 80% recycled ABS Plastic. · REM TRITON replacement Filter Media Packs are charged with REM FOG media an expanded volcanic ash medium treated to be highly hydrophobic housed in a durable geo-textile perforated polypropylene woven fabric. REM FOG media effectively encapsulates liquefied petroleum hydrocarbons (Fats, Oils & Grease including animal fats). The media’s hydrophobic characteristic allows for greater polishing of flow resulting in the reduction of Total Suspended Solids (TSS). Suspended solid reduction includes but is not limited to debris, trash, silt sediment and agglomerated heavy metals. (Additional media options are available including mixed blends of granulated carbon [AC] and Zeolite [ZEO]. · REM TRITON filter cartridges are removable for ease of cleaning and maintenance. · Filter designs include a high flow overflow bypass to eliminate pooling or flooding during heavy rain events. · See our Specifier Sheet for sizes, models and flow rate information. · Maintenance information and replacement REM Media Packs are available upon request by contacting REM at [email protected] or (888) 526-4736. · Made in the USA.

TRITON TOP HAT
FILTER
CATCH
BASIN

FLOW FLOW CAPTURED TRASH
& DEBRIS

FILTERED
FLOW

OVERFLOW
BYPASS
TRITON – TH Top Hat FILTER SERIES
By REM Inc. (888.526.4736) REMFILTERS.COM Curb Opening
Exit Pipe
Round Catch
Basin Shown
Grate
REM designed the TRITON -TH (Top Hat) Filter Series to provide a highly adaptable solution that allows the flexibility to maximize the filter treatment flow rate and pollutant debris capturing capacity. The TRITON -TH filter may be installed during new construction or retrofitted in existing catch basin infrastructure. Sized to spec or modified in the field for drains with unusual dimensions and/or unique frame & grates. Filter media cartridges are easily removed during maintenance.

Media strategy may be optimized for specific pollutant concerns.

Attachment 7
Packet Page 192
Side View

STAINLESS STEEL

REMOVABLE

CARTRIDGE

HOUSING

FILTER BASE
PLATE
CATCH
BASIN

REPLACABLE

ABSORBENT

MEDIA-PAKS
GRATE
Allows for
Optional
Downspout
Filtering
TRITON – TOP HAT SERIES FILTERS
By REM Inc. (888.526.4736)
www.remfilters.com
Packet Page 193
Round Catch Basin / Manhole Shown

STAINLESS STEEL

REMOVABLE

CARTRIDGE

HOUSING

FILTER BASE
PLATE
CATCH
BASIN

REPLACABLE

ABSORBENT

MEDIA-PAKS
Allows for Optional
Downspout
Filtering
Grate
TRITON – TOP HAT SERIES FILTERS
By REM Inc. (888.526.4736)
www.remfilters.com
Packet Page 194

FILTER TROUGH
(Large Area for Debris Capture)

REMOVABLE

MEDIA PAK

CATCH BASIN

OVERFLOW BYPASS
Side View
Street
CURB

FILTER BASE PLATE
GRATE Storm Event
FLOW
Overflow Bypass

TRITON TOP HAT FILTER SERIES
TRITON – TOP HAT SERIES FILTERS
By REM Inc. (888.526.4736)
www.remfilters.com
Packet Page 195
GRATE

TRITON TOP HAT
FILTER
CATCH
BASIN
FLOW
FLOW

CAPTURED

TRASH & DEBRIS

FILTERED
FLOW

OVERFLOW
BYPASS
TRITON – TH Top Hat FILTER SERIES
By REM Inc. (888.526.4736)
REMFILTERS.COM
Packet Page 196
GRATE

TRITON TOP HAT
FILTER
CATCH
BASIN
FLOW
FLOW

CAPTURED

TRASH & DEBRIS

FILTERED
FLOW

SAMPLING
ROD
TRITON – TH Top Hat FILTER SERIES
By REM Inc. (888.526.4736)
REMFILTERS.COM
Packet Page 197

TRITON TOP HAT SERIES FILTERS
(Catch Basin Design Configurations)
TRITON Top Hat Filters with flow through piping below
TRITON Top Hat Configuration are recommended in catch basins having inlet and outlet pipes REM Inc.

GRATE

EXIT PIPE

FLOW FLOW OVERFLOW BYPASS

FLOW FLOW
GRATE

FLOW FLOW OVERFLOW BYPASS

FLOW FLOW

EXIT PIPE INCOMING PIPE
Single Exit Pipe
Configuration
Incoming Lateral line
and Exiting Pipe
Configuration
TRASH/
DEBRIS
TRASH/
DEBRIS
(888) 526-4736
Packet Page 198
GRATE
FLOW
FLOW

OVERFLOW
BYPASS
FLOW
FLOW

TRITON TOP HAT FILTER SERIES
FLOW
DEBRIS
Side View
TRITON – TOP HAT SERIES FILTERS
By REM Inc. (888.526.4736)
www.remfilters.com
Packet Page 199

TRITON TOP HAT FILTER SERIES
(Shown installed in a Combination
Grated Curb Inlet)

FILTER TROUGH
(Large Area for Debris Capture)

CATCH BASIN

OVERFLOW BYPASS

FILTER BASE PLATE
Curb Opening
Exit Pipe

REPLACABLE

ABSORBENT MEDIA-PAKS

STAINLESS STEEL REMOVABLE

CARTRIDGE HOUSING
GRATE
TRITON – TOP HAT SERIES FILTERS
By REM Inc. (888.526.4736)
www.remfilters.com
Packet Page 200
TRITON – Top Hat (Cartridge) FILTER SERIES
By REM Inc. (888.526.4736)
REMFILTERS.COM
Packet Page 201
THE DESIGN AND DETAIL OF THIS DRAWING IS THE PROPERTY OF REM INC. AND IS NOT TO BE USED EXCEPT IN CONNECTION WITH OUR WORK, DESIGN AND INVENTION RIGHTS ARE RESERVED. REM Inc.

PH: (888) 526-4736 DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED. SIZE DRAWN BY: FOR: REV C.F. Scale 1/4 : 1 DATE: 8/17/2013 Sheet 1 OF 1 U.S. Patent Number: 6,217,757 B1 TRITON Top Hat - Series (Sizing Examples)
Sizing
REM’s TRITON TOP HAT SIZING EXAMPLES GRATE

SIDE VIEW
Sizing Characteristics
U.S. Patent Number: 6,217,757 B1

SIDE VIEW
Sizing Characteristics
Catch basins that have smaller inside diameters
will usually be fitted with the TR10 (10" OD), Diameter Cartridge System. The 10"Dia. Model Series are well suited for catch basins that are
16"X16", 16" round, all they way up to the 24" rounds. For smaller catch basin see TR6.5-BFTG. Models: TR10 (8") (16") or (32" tall) - BFTG.

Most common installation is with our Model TR14. This unit is designed for the most common size catch basin installed today. This will filter catch
basins that are 24" X 24", 24"Dia., 24" X 36", 30" X
30", 36" X 36", 36" Dia. The larger the Model the
larger the flow rates and overflow capabilities there
will be. Models: TR14 (8") (16") (32") – BFTG.

GRATE Model: TR10 – BFTG
(Height TBD)
For very large catch basins, such as some 36" X 36", 48" X 48", 36" Dia., 42 Dia., and 48" Dia. Rounds the Model TR24 – BFTG will be the right fit. Models: TR24 (17") and (34") – BFTG. REM will use the cartridge system that maximizes each catch basins trash capture volume and flow rate.

Possible Catch Basins 16" X 16" & 16"Dia. 18" X 18" & 18"Dia. 20" X 20" & 20"Dia. Possible Catch Basins 24" X 24" & 24"Dia. 24" X 36" & 30"Dia. 30" X 30" 36" X 36" & 36"Dia.

Model: TR14 – BFTG
(Height TBD)
Possible Catch Basins 36" X 36" & 36"Dia. 36" X 48" & 42"Dia. 48" X 48" & 48"Dia.

Model: TR24 – BFTG
(Height TBD)
Sizing Characteristics GRATE

MADE IN
USA Sizing options will depend upon each catch basin’s configuration, size of filter, etc. All sizes offer many different media options depending upon the pollutant of concern.

TR10 (16") - BFTG TR14 (16") - BFTG TR24 (17") - BFTG
Packet Page 202
THE DESIGN AND DETAIL OF THIS DRAWING IS THE PROPERTY OF REM INC. AND IS NOT TO BE USED EXCEPT IN CONNECTION WITH OUR WORK, DESIGN AND INVENTION RIGHTS ARE RESERVED. REM Inc.

PH: (888) 526-4736 DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED. SIZE DRAWN BY: FOR: REV C.F. Scale 1/4 : 1 DATE: 1/17/2014 Sheet 1 OF 1 TRITON Top Hat - Series
(Volume Characteristics)
Varying Volume Capacities
REM’s TRITON TOP HAT VOLUME EXAMPLES GRATE

SIDE VIEW
Volume Characteristics Trough area for capturing sediment/ debris U.S. Patent Number: 6,217,757 B1

SIDE VIEW
Volume Characteristics
Trough area for capturing sediment/ debris
GRATE

SIDE VIEW
Volume Characteristics
Trough area for capturing sediment/ debris
Catch basins that are shallow or have obstructions such as protruding pipes can use our 8" tall TRITON
Cartridge System, which will not interfere with existing infastructure. Models: TR10 (8") or the TR14 (8") BFTG.

Potential obstructions Pipes, shallow bottom catch basins, etc. Most common installation is with our 16"/17" tall TRITON Cartridge System. Providing twice the volume capture
capacity along with excellent flow rates. Models: TR10 (16"), TR14 (16") BFTG and the TR24 (17") BFTG.

GRATE Potential Capture Capacity Potential Capture Capacity

MADE IN
USA
Potential Capture Capacity
For areas with large trash loading, our 32" / 34" deep
TRITON Cartridge Systems are the most effective. Providing twice the standard size cartridge volume capture capacity along with excellent flow rates. Models: TR10 (32") or the TR14 (32") BFTG and the TR24 (34") BFTG. Volume capacities will depend upon each catch basin’s configuration, size of filter, etc. TR14 (32") - BFTG
TR14 (8") - BFTG
TR14 (16") - BFTG
Volume capacities will depend upon each catch basin’s
configuration, size of filter, etc. All sizes offer many different media options depending upon the pollutant of concern. Please see our Media Options list.

Packet Page 203

THE DESIGN AND DETAIL OF THIS

DRAWING IS THE PROPERTY OF REM
INC. AND IS NOT TO BE USED EXCEPT

IN CONNECTION WITH OUR WORK,

DESIGN AND INVENTION RIGHTS ARE
RESERVED.

PH: (888) 526-4736

DIMENSIONS ARE IN INCHES UNLESS
OTHERWISE NOTED.

SIZE DRAWN BY: FOR: REV
C.F.

SCALE 1/4 : 1 DATE: 5/15/2005 SHE ET 1 OF 1
TRITON Trash & Debris GuardTM
TDG-Series
(Designed for TRITON Series Drop Inlets)
Trash & Debris Protection
TRITON -Trash & Debris
Guard
(TDG-SERIES)
TRITON Drop Inlet Trash & Debris GuardTMDesigned to help capture trash & debris. The Trash & Debris GuardTM is designed to assist in the removal of trash & debris in compliance with certain TMDL requirements. The standard stainless steel Trash & Debris GuardTM mesh size is .5" X .5" (.25 cu. in) or .1968 cm X .1968 cm, (.0387 sq. cm) Optional stainless steel or geo-textile mesh sizes can be supplied depending upon each area’s particular needs. Common trash & debris pollutants captured: Packing material “peanut packing”, coffee cups and lids, bottle caps, Styrofoam, paper and plastic bags, candy/food wrappers, aluminum cans and leaves. As an added feature, the Trash & Debris GuardsTM are equipped with REM’s Media-Pak, for the removal of Hydrocarbons and other contaminants. For more information on this series, please call our office @ (888) 526-4736.

Patent Pending
Trash & Debris Guard
Large
(2" X 2" Mesh)
Trash & Debris Guard
Standard
(.5" X .5" Mesh)
Trash & Debris Guard
Fine
(20 US Sieve Mesh)
(Geo-textile)

GRATE TRASH & DEBRIS GUARDTM

FILTER TROUGH

STANDARD CARTRIDGE
SYSTEM

W/REMOVABLE MEDIA-PAK

CATCH BASIN

OVERFLOW
BYPASS

SIDE VIEW

OVERFLOW
BYPASS
Standard Trash Guard
w/ .5" Sq. Stainless Steel mesh
Packet Page 204
THE DESIGN AND DETAIL OF THIS DRAWING IS THE PROPERTY OF REM INC. AND IS NOT TO BE USED EXCEPT IN CONNECTION WITH OUR WORK, DESIGN AND INVENTION RIGHTS ARE RESERVED. REM Inc.

PH: (888) 526-4736 DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED. SIZE DRAWN BY: FOR: REV C.F. SCA LE 1/4 : 1 DATE: 12/8/2011 SHEET 1 OF 1
TRITON Trash & Debris GuardTM
TDG-Series with Mesh Top
TRITON Series Drop Inlets
TRITON -Trash &
Debris Guard
(TDG-SERIES)
TRITON Drop Inlet Trash & Debris GuardTM
Designed to help capture trash & debris. The Trash & Debris GuardTM is designed to assist in the removal of trash & debris in compliance with certain TMDL requirements. The standard stainless steel Trash & Debris GuardTM mesh size is .5" X .5" (.25 cu. in) or .1968 cm X .1968 cm, (.0387 sq. cm)
Optional stainless steel or geo-textile mesh sizes can be supplied depending upon each area’s particular needs. Common trash & debris pollutants captured: Packing material “peanut packing”, coffee cups and lids, bottle caps, Styrofoam, paper and plastic bags, candy/food wrappers, aluminum cans and leaves. As an added feature, the Trash & Debris GuardsTM are equipped with REM’s Media-Pak, for the removal of Hydrocarbons and other contaminants. Note: Mesh Top option placed over Overflow Port could potentially cause flooding if blinded by debris. For more information on this series, please call our office @ (888) 526-4736. Patent Pending Trash & Debris Guard with
(.5" X .5" Stainless Steel side
mesh and mesh top)
(Attached to a Model: TR14
(16")–FOG-BFTG Cartridge)

GRATE TRASH & DEBRIS GUARDTM FILTER TROUGH

STANDARD CARTRIDGE
SYSTEM

W/REMOVABLE MEDIA-PAK

CATCH BASIN

OVERFLOW
BYPASS

SIDE VIEW
OVERFLOW S BYPASS tandard Trash Guard
w/ .5" Sq. Stainless Steel mesh
Mesh Top Covering
Overflow Port
Model: 14TDG (6") – Mesh Top
Note:

MADE IN
USA
Packet Page 205
Side View

STAINLESS STEEL REMOVABLE

CARTRIDGE REPLACED WITH A
REMOVABLE NO-FLOW 5 GA. CONTAINER

FILTER BASE
PLATE
CATCH
BASIN
GRATE
TRITON – TH – NF Top Hat No-Flow

SERIES FILTERS
By REM Inc. (888.526.4736)
www.remfilters.com
Packet Page 206
Media Filter
Used during wet- weather months
5 Gallon Container
Used during
dry-weather months
Winter – Summer Cartridge Options
TRITON – TH – NF Top Hat No-Flow

SERIES FILTERS
By REM Inc. (888.526.4736)
www.remfilters.com
TRITON – TH – NF Top Hat No-Flow

SERIES FILTERS
By REM Inc. (888.526.4736)
www.remfilters.com
TRITON – TH – NF Top Hat No-Flow

SERIES FILTERS
By REM Inc. (888.526.4736)
www.remfilters.com
Packet Page 207

SPECIFIER CHART

TRITON DROP INLET FILTERS

INLET (ID)
INSIDE

DIMENSION
Of Catch Basin
MEDIA
REM - BFTG*

FILTERED
Flow Rate
MEDIA
REM - FOG**

FILTERED
Flow Rate
MEDIA
REM - FOG & BFTG***

FILTERED
Flow Rate
TOTAL
FILTER
BYPASS
Flow Rate
DEBRIS

HOLDING

CAPACITY
MODEL: ( inch x inch ) CFS CFS CFS CFS CUBIC FEET
Standard
TR12RD Configured with: 12" Dia. RD
Cartridge: TR7-CART (4") § (Standard) 0.42 0.17 0.17 1.61 0.19 Cartridge: TR7-CART (8") 0.91 0.25 0.25 1.61 0.42
Cartridge: TR7-CART (16") 1.72 0.5 0.5 1.61 0.84
TR1212 Configured with: 12" X 12"
Cartridge: TR7-CART (4) § (Standard) 0.42 0.17 0.17 1.61 0.19 Cartridge: TR7-CART (8) 0.91 0.25 0.25 1.61 0.45
Cartridge: TR7-CART (16) 1.72 0.5 0.5 1.61 0.85
TR16RD Configured with: 16" Dia. RD
Cartridge: TR7-CART (4) (Shallow) 0.42 0.17 0.17 1.61 0.19 Cartridge: TR7-CART (8) § (Standard) 0.91 0.25 0.25 1.61 0.45 Cartridge: TR7-CART (16) (Deep) 1.72 0.5 0.5 1.61 0.85
TR1616 Configured with: 16" X 16"
Cartridge: TR7-CART (4) 0.42 0.17 0.17 1.61 0.19
Cartridge: TR7-CART (8) § (Standard) 0.91 0.25 0.25 1.61 0.69 Cartridge: TR7-CART (16) 1.72 0.5 0.5 1.61 1.83
TR18RD Configured with: 18" Dia. RD
Cartridge: TR7-CART (4) 0.42 0.17 0.17 1.61 0.19
Cartridge: TR7-CART (8) § (Standard) 0.91 0.25 0.25 1.61 0.69 Cartridge: TR7-CART (16) 1.72 0.5 0.5 1.61 1.83
TR1818 Configured with: 18" X 18"
Cartridge: TR10-CART (4) 0.77 0.19 0.19 5.14 1.04
Cartridge: TR10-CART (8) § (Standard) 1.63 0.38 0.38 5.14 2.32 Cartridge: TR10-CART (16) 3.07 0.79 0.79 5.14 5.03
TR1824 Configured with: 18" X 24"
Cartridge: TR10-CART (8) § (Standard) 1.63 0.38 0.38 5.14 1.04 Cartridge: TR10-CART (16) 3.07 0.79 0.79 5.14 2.69
Cartridge: TR10-CART (32) 5.2 1.61 1.61 5.14 6.4
TR2024 Configured with: 20" X 24"
Cartridge: TR10-CART (8) § (Standard) 1.63 0.38 0.38 5.14 1.04 Cartridge: TR10-CART (16) 3.07 0.79 0.79 5.14 2.69
Cartridge: TR10-CART (32) 5.2 1.61 1.61 5.14 6.4
TR2424 Configured with: 24" X 24"
Cartridge: TR14-CART (8) 2.61 0.69 0.69 13.15 2.26
Cartridge: TR14-CART (12) § (Standard) 3.76 1.05 1.05 13.15 3.4 Cartridge: TR14-CART (16) 4.91 1.43 1.43 13.15 4.53
TR24RD Configured with: 24" Dia. RD
Cartridge: TR14-CART (8) 2.61 0.69 0.69 13.15 2.26
Cartridge: TR14-CART (12) § (Standard) 3.76 1.05 1.05 13.15 3.4 Cartridge: TR14-CART (16) 4.91 1.43 1.43 13.15 4.53
TR2436 Configured with: 24" X 36"
Cartridge: TR10-CART (8) (Qty 2) § (Standard) 3.26 0.76 0.76 10.28 1.57 Cartridge: TR10-CART (12) (Qty 2) 6.14 1.58 1.58 10.28 5.37 Cartridge: TR10-CART (16) (Qty 2) 10.4 3.22 3.22 10.28 12.27 TR2436-14(8) Configured with: 24" X 36"
Cartridge: TR14-CART (8) § (Standard) 2.61 0.69 0.69 13.15 2.5 TR30RD Configured with: 30" Dia. RD
Cartridge: TR14-CART (8) 2.61 0.69 0.69 13.15 2.87
Packet Page 208

SPECIFIER CHART

TRITON DROP INLET FILTERS

INLET (ID)
INSIDE

DIMENSION
Of Catch Basin
MEDIA
REM - BFTG*

FILTERED
Flow Rate
MEDIA
REM - FOG**

FILTERED
Flow Rate
MEDIA
REM - FOG & BFTG***

FILTERED
Flow Rate
TOTAL
FILTER
BYPASS
Flow Rate
DEBRIS

HOLDING

CAPACITY
MODEL: ( inch x inch ) CFS CFS CFS CFS CUBIC FEET
Cartridge: TR14-CART (12) § (Standard) 3.76 1.05 1.05 13.15 4.31 Cartridge: TR14-CART (16) 4.91 1.43 1.43 13.15 5.74
Packet Page 209

SPECIFIER CHART

TRITON DROP INLET FILTERS

INLET (ID)
INSIDE

DIMENSION
Of Catch Basin
MEDIA
REM - BFTG*

FILTERED
Flow Rate
MEDIA
REM - FOG**

FILTERED
Flow Rate
MEDIA
REM - FOG & BFTG***

FILTERED
Flow Rate
TOTAL
FILTER
BYPASS
Flow Rate
DEBRIS

HOLDING

CAPACITY
MODEL: ( inch x inch ) CFS CFS CFS CFS CUBIC FEET
TR3030 Configured with: 30" X 30"
Cartridge: TR14-CART (8) 2.61 0.69 0.69 13.15 3.76
Cartridge: TR14-CART (12) § (Standard) 3.76 1.05 1.05 13.15 5.64 Cartridge: TR14-CART (16) 4.91 1.43 1.43 13.15 7.52
TR2448 Configured with: 24" X 48"
Cartridge: TR14-CART (8) (Qty 2) 5.22 1.38 1.38 26.3 4.53 Cartridge: TR14-CART (12) (Qty 2) § (Standard) 6.02 2.12 2.12 26.3 6.8 Cartridge: TR14-CART (16) (Qty 2) 9.82 2.86 2.86 26.3 9.06 TR3636 Configured with: 36" X 36"
Cartridge: TR14-CART (8) 2.61 0.69 0.69 13.15 5.6
Cartridge: TR14-CART (12) § (Standard) 3.76 1.05 1.05 13.15 8.4 Cartridge: TR14-CART (16) 4.91 1.43 1.43 13.15 11.2
TR36RD Configured with: 36" Dia. RD
Cartridge: TR14-CART (8) 2.61 0.69 0.69 13.15 4.71
Cartridge: TR14-CART (12) § (Standard) 3.76 1.05 1.05 13.15 7.07 Cartridge: TR14-CART (16) 4.91 1.43 1.43 13.15 9.43
TR42RD Configured with: 42" Dia. RD
Cartridge: TR14-CART (8) 2.61 0.69 0.69 13.15 6
Cartridge: TR14-CART (12) § (Standard) 3.76 1.05 1.05 13.15 9 Cartridge: TR14-CART (16) 4.91 1.43 1.43 13.15 12
TR4848 Configured with: 48" X 48"
Cartridge: TR24-CART (8) 4.85 1.22 1.22 51.29 7.24
Cartridge: TR24-CART (17) § (Standard) 10.3 2.42 2.42 51.29 15.5 Cartridge: TR24-CART (34) 20.59 4.84 4.84 51.29 29.6
TR48RD Configured with: 48" Dia. RD
Cartridge: TR24-CART (8) 4.85 1.22 1.22 51.29 3.37
Cartridge: TR24-CART (17) § (Standard) 10.3 2.42 2.42 51.29 6.74 Cartridge: TR24-CART (34) 20.59 4.84 4.84 51.29 15
Notes:
§ Standard cartridge configuration for the TRITON Drop Inlet Series filter. Please specify if larger capacity cartridges are required. For shallow catch basins, choose the smaller cartridge heights. The cartridge heights are listed in the ( ) of the model. * REM - BFTG: Bioflex (BFTG) Media is designed to capture debris, trash and sediment while sustaining very high treatment rates. Mesh density of 3.5 ounces per square foot minimizes occlusion and blinding while capturing 100% of particles at 5mm or greater in size. Excellent media for Trash Capture applications. ** REM - FOG: The FOG media is housed in a mono-filament weaved geotextile containment pack. FOG media effectively encapsulates liquefied petroleum hydrocarbons (Fats, Oils & Grease including animal fats). It's highly hydrophobic characteristic allows for increased polish of flow resulting in the reduction of Total Suspended Solids (TSS). TSS reduction includes (but is not limited to) debris, trash, silt, sediment and agglomerated heavy metals. This is the standard media that is configured for Drop Inlet Filters. Media options for other pollutants are also available. *** REM - FOG -BFTG: Media configuration utilizes both BFTG and FOG media strategies. The BFTG Media serves as a pre-screen to treat for larger debris, trash, and sediment. The FOG media pack captures fine suspended solids and liquefied hydrocarbons. **** Filter debris capacities can be modified to utilize the maximum dimensions of each specific catch basin. Volumes will either Increase or decrease depending upon the size of the catch basin and the cartridge size used. Volume capacities that are shown are based on the catch basin filters Standard inside wall dimensions for that size filter. Debris holding capacities can be modified to utilize the additional depth of each specific catch basin by adding taller cartridges.

REM technical support is available to assist with TRITON Series filter configurations, media strategies and customization of models.

GRATE

OVERFLOW BYPASS
SIDE VIEW Packet Page 210

SPECIFIER CHART

TRITON DROP INLET FILTERS

INLET (ID)
INSIDE

DIMENSION
Of Catch Basin
MEDIA
REM - BFTG*

FILTERED
Flow Rate
MEDIA
REM - FOG**

FILTERED
Flow Rate
MEDIA
REM - FOG & BFTG***

FILTERED
Flow Rate
TOTAL
FILTER
BYPASS
Flow Rate
DEBRIS

HOLDING

CAPACITY
MODEL: ( inch x inch ) CFS CFS CFS CFS CUBIC FEET
Filter Series Drawing No. Date Sheet
TRITON DROP INLETS TDI -0001 6/20/2016 2 of 2
GRATE

OVERFLOW BYPASS
SIDE VIEW Packet Page 211
RESOLUTION NO. 24-

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEASIDE

AUTHORIZING THE CITY MANAGER TO EXECUTE A MAINTENANCE AND

RIGHT OF ENTRY AGREEMENT WITH SEASIDE AMERICAN LEGION POST #591 FOR THE AMERICA’S TIRE STORE
WHEREAS, Seaside American Legion Post #591, Property Owner, and RA Smith, Applicant, filed use permit UP-20-03 for the construction of a tire store on APN 011-524- 009 more commonly known as 1000 Playa Avenue; and
WHEREAS, On May 27, 2020 the Planning Commission of the City of Seaside approved Permit Application UP-20-03; and
WHEREAS, UP-20-03 required Applicant to develop a Storm Water Control Plan (SWCP) to construct storm water control measures and enter into a Maintenance and Right of Entry Agreement with the City; and
WHEREAS, Applicant has developed a SWCP dated February 19, 2023 that was reviewed and approved by city engineering staff and consultant on August 22, 2024; and WHEREAS, Applicant has constructed the storm water control measures, and will executed a Maintenance and Right of Entry Agreement committing to maintain the storm water control measures.

NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Seaside does hereby authorize the City Manager to execute the Maintenance and Right of Entry Agreement with Seaside American Legion Post #591 attached hereto.

PASSED AND ADOPTED at a regular meeting of the City Council of the City of Seaside, State of California, on the fifth day of September 2024, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

APPROVED:
________________________
Ian N. Oglesby, Mayor
ATTEST:
_____________________________
Dominique L. Davis, City Clerk
Packet Page 212
WHEN RECORDED MAIL TO:

City Clerk,
City of Seaside
440 Harcourt Avenue
Seaside, CA. 93955 THIS SPACE FOR RECORDERS USE ONLY

MAINTENANCE AND RIGHT OF ENTRY AGREEMENTFOR STORMWATER CONTROL FOR American Legion Post 591 Building and parking site
APN : 011-524-004 & 011-524-009 (portion)
Packet Page 213

MAINTENANCE AND RIGHT OF ENTRY AGREEMENT

FOR STORMWATER CONTROL
AMERICAN LEGION POST 591 BUILDING AND
PARKING SITE APN 011-524-004 & 011-524-009
(portion)
1 THIS MAINTENANCE AND RIGHT OF ENTRY AGREEMENT FOR STORMWATER CONTROL (“Agreement”) is made and entered into in the City of Seaside, California, this 3rd day of September, 2024 by and between American Legion Post 591 hereinafter referred to as “Owner” and the City of Seaside (“City”), a municipal corporation. This Agreement applies to properties in the County of Monterey, State of California, referred to as APN : 011-524-004 & 011-524-009 The Agreement is subject to the following recitals:

RECITALS
WHEREAS, the Owner owns real property (“Property”) in the City of Seaside, County of Monterey, State of California, more specifically described in Exhibit “A” attached hereto and incorporated herein by this reference;
WHEREAS, the Board of Architectural Review of the City of Seaside approved Architectural Review Application No and Conditions of Approval for BAR 21-02 hereinafter referred to as “Permit”, for the subject property attached hereto as Exhibit B; WHEREAS, at the time of initial approval of said Permit, the City required the project to employ post-construction Stormwater Control Measures, hereinafter referred to as “SCMs,” in accordance with Resolution R3-2013-0032 of the Central Coast Regional Water Quality Control Board (CCRWQCB) and Seaside Municipal Code Chapter 8.46, “Urban Storm Water Quality Management and Discharge Control” to minimize the adverse effects of urbanization and development on watershed processes and beneficial uses, and to protect and enhance the water quality of watercourses and water bodies in a manner pursuant to and consistent with the Federal Clean Water Act (33 U.S.C. § 1251 et seq.);
WHEREAS, the City of Seaside Municipal Code Chapter 8.46, “Urban Stormwater Quality Management and Discharge Control,” regulates urban stormwater quality and provides requirements, known as Best Management Practices (BMPs) for managing and controlling stormwater quality and non-stormwater discharges to the storm drain system;
WHEREAS, the Permit requires the Owner to record a deed restriction requiring the approved SCMs not to be removed, relocated, covered, or hampered with in any way which may prevent them from performing their intended function, and to provide for ongoing maintenance and verification of ongoing maintenance of the SCMs by Owner and the Owner’s successors in interest.

WHEREAS, the Owner has chosen to install and/or implement SCMs as shown on the Stormwater Control Plan, dated February 19, 2024 attached hereto as Exhibit C, hereinafter referred to as “SWCP”, to comply with CCRWQCB Resolution R3-2013-0032 and Seaside Municipal Code Chapter 8.46;
WHEREAS, the SWCP has been certified by a licensed professional and reviewed and approved by the City;
WHEREAS, the SCMs, with installation and implementation on private property and draining only private property, are part of a private facility with all maintenance or replacement, therefore, the sole responsibility of the Owner in accordance with the terms of this Agreement; WHEREAS, the Owner is aware that periodic maintenance is required to assure peak performance of all SCMs, furthermore, such maintenance activity will require compliance with all Local, State, or Federal laws and regulations, including those pertaining to confined space and waste
Packet Page 214
2 disposal methods, in effect at the time such maintenance occurs; NOW, THEREFORE, in consideration of the foregoing premises, the mutual stipulations and agreements contained herein, and the following terms and conditions, the parties hereto agree as follows:

1. Responsibility for Operation and Maintenance of SCMs: Owner shall diligently maintain all SCMs in a manner that maintains the original flow and treatment requirements at all times. An Operation and Maintenance Plan is included as Exhibit “D”. All reasonable precautions shall be exercised by Owner and Owner’s representative or contractor in the removal and extraction of any material(s) from the SCMs and the ultimate disposal of the material(s) in a manner consistent with all relevant laws and regulations in effect at the time. As may be requested from time to time by the City, the Owner shall provide the City with documentation identifying the material(s) removed, the quantity, and disposal destination.

2. Owner consents and agrees to inspect and maintain the SCMs based on the schedule and procedures identified in the Operation and Maintenance Plan (Exhibit “D”). Each year during a period beginning on September 1 and ending no later than September 30, and at the time of any sale or other transfer of title to the Property, Owner shall provide the City with a Maintenance Certificate in the form attached hereto marked Exhibit “E” and by this reference incorporated herein certifying that the SCMs have been recently inspected and are functioning in compliance with the Operation and Maintenance Plan or, if such SCMs were not in compliance with the Operation and Maintenance Plan, what measures have been taken to bring the SCMs and the maintenance thereof into compliance with the Operation and Maintenance Plan. Proof of maintenance, such as copies of maintenance records and/or receipts shall be included with the Maintenance Certificate. Certificate shall be completed and stamped by a licensed engineer or Qualified Stormwater Developer (QSD).

3. Right of Access: Owner hereby provides the City or City’s agent complete access, of any duration, to the SCMs and their immediate vicinity, excluding any buildings, at any time, upon reasonable notice, or in the event of emergency, as determined by the City Engineer, with no advance notice, for the purpose of inspection, sampling, testing of the SCMs, and in case of emergency, to undertake, in the City’s sole discretion, necessary repairs or other preventative measures at Owner’s expense as provided in paragraph 4 below. City shall make every effort at all times to minimize or avoid interference with Owner’s use of the Property.

4. Penalty: In the event Owner, or its successors or assigns, fails to accomplish the necessary maintenance contemplated by this Agreement or if the BMP’s and/or SCM’s do not perform in a manner that maintains the original treatment requirements at all times, then the Owner shall be subject to monetary fines per day or per occurrence in accordance with Chapter 8.46, “Urban Storm Water Quality Management and Discharge Control” of the Seaside Municipal Code.

5. Recording: This Agreement shall be recorded in the Office of the Recorder of Monterey County, California, at the expense of the Owner and shall constitute notice to all successors and assigns of the title to said Property of the obligation herein set forth, and also a lien in such amount as will fully reimburse the City, including interest as herein above set forth, subject to foreclosure in event of default in payment.

6. Attorney’s Fees: In event of legal action occasioned by any default or fault of the Owner, or its successors or assigns, the Owner and its successors or assigns agree(s) to pay all costs

MAINTENANCE AND RIGHT OF ENTRY AGREEMENT

FOR STORMWATER CONTROL
AMERICAN LEGION POST 591 BUILDING AND
PARKING SITE APN 011-524-004 & 011-524-009
(portion)
Packet Page 215
3 incurred by the City in enforcing the terms of this Agreement, including attorney’s fees and costs. In the event of legal action occasioned by any default of the City, the City agrees to pay all costs incurred by the Owner and its successors or assigns in enforcing the terms of this Agreement, including attorneys’ fees and costs.

7. Covenant: It is the intent of the parties hereto that burdens and benefits herein undertaken shall constitute covenants that run with said Property and constitute a lien there against.

8. Binding on Successors: The obligations herein undertaken shall be binding upon the heirs, successors, executors, administrators and assigns of the parties hereto. The term “Owner” shall include not only the present Owner, but also its heirs, successors, executors, administrators, and assigns. Owner shall notify any successor to title of all or part of the Property about the existence of this Agreement. Owner shall provide such notice prior to such successor obtaining an interest in all or part of the Property. Such notice shall include the Stormwater Control Plan and the Operations and Maintenance Plan. The transfer of this information shall also be required with any subsequent sale of the property. Owner shall provide a copy of such notice to the City at the time of property transfer.

9. Indemnity and Insurance: The Owner, its heirs, successors, executors, administrators and assigns agree to defend, indemnify and hold harmless the City, its officials, employees and its authorized agents from any and all damages, accidents, casualties, occurrences or claims (collectively, “Claims”) which might arise or be asserted against the City and which are connected with the construction, operation, presence, existence or maintenance of the BMP and/or SCM by the Owner, or from any personal injury or property damage that may result from the City or other public entities entering the Property under Section 3 of this Agreement; provided, however, that notwithstanding the foregoing, the Owner, its heirs, successors, executors, administrators and assigns shall have no obligation to defend, indemnify or hold harmless pursuant to this Section 9 for any Claims arising from the willful acts or omissions, or negligence, of the City or any other public entities, their officials, employees, or agents. The Owner shall maintain liability insurance with amounts not less than Two Million Dollars ($2,000,000.00) per occurrence and Four Million Dollars ($4,000,000.00) in the annual aggregate covering occurrences at the Property, and shall name City, its officers and employees as an additional insured on such liability policy. The Owner shall provide the City with proof of insurance as required by the City.

10. Notice: Any notice to a party required or called for in this Agreement shall be served in person, or by deposit in the U.S. Mail, first class postage prepaid, to the address set forth below. Notice(s) shall be deemed effective upon receipt, or seventy-two (72) hours after deposit in the U.S. Mail, whichever is earlier. A party may change a notice address only by providing written notice thereof to the other party.

MAINTENANCE AND RIGHT OF ENTRY AGREEMENT

FOR STORMWATER CONTROL
AMERICAN LEGION POST 591 BUILDING AND
PARKING SITE APN 011-524-004 & 011-524-009
(portion)
Packet Page 216
4 IN WITNESS THEREOF, the parties hereto have affixed their signatures as of the date first written above.

By: By:

Signature Signature
Name: Craig Malin Name:

Title: City Manager Title:

List of Exhibits
A. Plat and Legal Description
B. Planning or BAR Approval resolution
C. Stormwater Control Plan (SWCP)
D. Operations and Maintenance Plan
E. Maintenance Certificate
Commander Michael D Ward
Commander of Post 591

MAINTENANCE AND RIGHT OF ENTRY AGREEMENT

FOR STORMWATER CONTROL
AMERICAN LEGION POST 591 BUILDING AND
PARKING SITE APN 011-524-004 & 011-524-009
(portion)
Packet Page 217
Exhibit B
Packet Page 218
Packet Page 219
Packet Page 220
Packet Page 221
Packet Page 222
Packet Page 223
Packet Page 224

CITY OF SEASIDE

STAFF REPORT
Item No.: 8.J.

TO: City Council
FROM: Craig Malin, Interim City Manager
BY: Dan Meewis, Recreation Director
DATE: September 5, 2024
SUBJECT: ADOPT A RESOLUTION FOR AUTHORIZATION TO DISPOSE OF

SURPLUS CITY VEHICLES AND EQUIPMENT

RECOMMENDATION
Adopt a resolution approving the disposal of select City vehicles and equipment that are no longer needed and considered excess due to inoperability or poor condition.

BACKGROUND
Section 2.49 of the Seaside Municipal Code addresses the disposal of surplus items no longer needed or usable by a City department. It requires the City Manager to provide an itemized list of property to the City Council valued in excess of $100.00. Should the Council determine the items are no longer usable by the City, the City Manager or his designee will have the authority to dispose of all such items. Disposal would be accomplished by sale, auction or donation to any nonprofit organization or governmental entity providing services to the City or its residents, or to any Seaside Sister City.

Vehicles and equipment on the list below are no longer needed by the City. They have either been replaced by new equipment or they have reached the end of their useful life. The plan is to sell vehicles and equipment on the list using Public Surplus.com, an online auction site for government vehicles and equipment. Anything that is not sold at the auction will be donated or sold to a recycling facility. The values placed on the vehicles and equipment were estimated using the best judgment of past auction sales.

City of Seaside Vehicles and Equipment Surplus Vehicles Unit # Make Model Vin # Mileage Year Approx.

Value
Packet Page 225

Item No. 8.J. Page 2 of 2
64 Ford Explorer 1FM5K8AR4EGB37965 166,000 2014 $1,500
86 Ford Crownvic 2FAFP74W14X127768 120,000 2004 $2,500
622 Dodge Ram2500 3B7KC23ZX2M287305 180,000 2002 $2,500 641 Ford Crownvic 2FAFP71W42X109542 120,000 2002 $1,500 651 Ford E250 1FTPE24L7XHA64838 162,000 1999 $2,500
698 Chevrolet 2500 HD 1GCHC24UX6E153080 160,000 2006 $3,500

FISCAL IMPACT
Sale of the vehicles and equipment could generate approximately $14,000.00.

ATTACHMENTS

1. 2024 Resolution Surplus Vehicles
Reviewed for Submission to the City Council by:

________________________________________
Craig Malin, Interim City Manager
Packet Page 226
RESOLUTION NO.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEASIDE

FOR AUTHORIZATION TO DISPOSE OF SURPLUS CITY VEHICLES AND

EQUIPMENT
WHEREAS, Section 2.49 of the Seaside Municipal Code addresses the disposal of surplus items no longer needed or usable by a City department. It requires the City Manager to provide an itemized list of property to the City Council valued in excess of $100.00; and
WHEREAS, Should the Council determine the items are no longer usable by the City, the City Manager or his designee will have the authority to dispose of all such items; and
WHEREAS, Disposal would be accomplished by sale, auction or donation to any nonprofit organization or governmental entity providing services to the City or its residents, or to any Seaside Sister City; and
WHEREAS, The vehicles that have been identified have either been replaced by new equipment or they have reached the end of their useful life.; and WHEREAS, The plan is to sell vehicles and equipment on the list using Public Surplus.com, an online auction site for government vehicles and equipment; and NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Seaside authorizes the disposal of surplus City vehicles and equipment.

PASSED AND ADOPTED at a regular meeting of the City Council of the City of Seaside duly held on the 5th day of September 2024, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

APPROVED:
______________________________
Ian N. Oglesby, Mayor
Packet Page 227
ATTEST:
___________________________
Dominique L. Davis, City Clerk
Packet Page 228

CITY OF SEASIDE

STAFF REPORT
Item No.: 8.K.

TO: City Council
FROM: Craig Malin, Interim City Manager
BY: Adolfo Gonzalez, Project Manager
DATE: September 5, 2024
SUBJECT: ADOPT A RESOLUTION AUTHORIZING AN AMENDMENT TO THE

PROFESSIONAL SERVICES AGREEMENT WITH WEST COAST
CODE CONSULTANTS INC. INCREASING THE CONTRACT BY
$209,271.87 TO PROVIDE PLAN CHECK, BUILDING AND

SAFETY SERVICES TO BE REIMBURSED BY THE GRAND HYATT

DEVELOPER

RECOMMENDATION
Adopt a resolution authorizing the City Manager to execute an amendment to the professional services agreement with West Coast Code Consultants, Inc., in the amount of $209,271.87 for Comprehensive Plan Check services for the Grand Hyatt Seaside Resort Project for a total contract amount of $309,271.87.

BACKGROUND
In March 2024, the City entered into a Professional Services Agreement with West Coast Code Consultants, Inc., for $100,000.00, to provide specialized comprehensive building and safety services to the Building and Code Enforcement Department.

Specialized comprehensive plan check services requires staff with specialized knowledge and expertise in various areas of design and construction related to building code standards. These areas include but are not limited to architectural, structural, firesafety, accessibility/CASp (Certified Access Specialist), energy, mechanical, electrical and plumbing.

The level of effort to review plans for the Grand Hyatt Seaside Resort project exceeds the Building, Safety and Code Enforcement Department's current resources. West Coast Code Consultants, Inc. is providing comprehensive plan check services to the City for the Grand Hyatt Seaside Resort project. West Coast Code Consultants, Inc.'s current Packet Page 229

Item No. 8.K. Page 2 of 2
invoice in the amount of $209,271.87, for comprehensive plan check services exceeds the contract amount of $100,000. An amendment to West Coast Code Consultants, Inc. is required in order to pay this invoice. All actual costs for Building and Code Enforcement Department plan check services are reimbursable by the Developer, KDG Capital, LLC, per an existing Reimbursement Agreement.

FISCAL IMPACT
An amendment to the agreement with West Coast Code Consultants, Inc. will have no fiscal impact to the General Fund. The amount of $209,271,87 will be charged to the Developer's Reimbursement account #601-2314.

ATTACHMENTS

1. AG 2024-047 Professional Service Agreement for Building and Safety Services - West Coast Code Consultants, Inc_1 (SIGNED)

2. wc3 Contract Amendment Resolution

3. Amendment
Reviewed for Submission to the City Council by:

________________________________________
Craig Malin, Interim City Manager
Packet Page 230
Building and Safety Services
Rev. 2/19 Page 1 of 18 COS Non-Construction PSA

CITY OF SEASIDE

PROFESSIONAL SERVICE AGREEMENT FOR

BUILDING & SAFETY SERVICES
This PROFESSIONAL SERVICE AGREEMENT (PSA) FOR BUILDING AND SAFETY SERVICES (“AGREEMENT”), is made and effective as of March 01, 2024 between the City of Seaside ("AGENCY"), a municipal corporation and West Coast Code Consultants, Inc. ("CONSULTANT"). In consideration of the mutual covenants and conditions set forth herein, the parties agree as follows:

I. TERM
This AGREEMENT shall commence on March 01, 2024 and shall remain and continue in effect until tasks described herein are completed, but in no event later than one (1) year with the option to extended for two (2), six month terms OR unless sooner terminated pursuant to the provisions of this AGREEMENT.

II. SERVICES
CONSULTANT shall perform the tasks described and set forth in Exhibit A, attached hereto and incorporated herein as though set forth in full.

CONSULTANT shall complete the tasks according to the schedule of performance which is also set forth in Exhibit A. To the extent that Exhibit A is a proposal from CONSULTANT, such proposal is incorporated only for the description of the scope of services and no other terms and conditions from any such proposal shall apply to this AGREEMENT unless specifically agreed to in writing.

III. PERFORMANCE
CONSULTANT shall at all times faithfully, competently and to the best of his/her ability, experience, and talent, perform all tasks described herein. CONSULTANT shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing similar services as are required of CONSULTANT hereunder in meeting its obligations under this AGREEMENT.

IV. AGENCY MANAGEMENT
Agency’s Chief Building Official shall represent AGENCY in all matters pertaining to the administration of this AGREEMENT, review and approval of all products submitted by CONSULTANT, but not including the authority to enlarge the Tasks to Be Performed or change the compensation due to CONSULTANT. Agency’s Manager shall be authorized to act on AGENCY's behalf and to execute all necessary documents which enlarge the Tasks to Be Performed or change CONSULTANT's compensation, subject to Section V hereof.

Packet Page 231
Building and Safety Services
Rev. 2/19 Page 2 of 18 COS Non-Construction PSA
V. PAYMENT
A. The AGENCY agrees to pay CONSULTANT monthly, in accordance with the payment rates and terms and the schedule of payment as set forth in Exhibit B, attached hereto and incorporated herein by this reference as though set forth in full, based upon actual time spent on the above tasks.

This amount shall not exceed One Hundred Thousand Dollars ($100,000.00) for the total term of the AGREEMENT unless additional payment is approved as provided in this AGREEMENT.

B. CONSULTANT shall not be compensated for any services rendered in connection with its performance of this AGREEMENT which are in addition to those set forth herein, unless such additional services are authorized in advance and in writing by the Agency Manager. CONSULTANT shall be compensated for any additional services in the amounts and in the manner as agreed to by Agency Manager and CONSULTANT at the time AGENCY's written authorization is given to CONSULTANT for the performance of said services.

C. CONSULTANT will submit invoices monthly for actual services performed.

Invoices shall be submitted on or about the first business day of each month, or as soon thereafter as practical, for services provided in the previous month. Payment shall be made within thirty (30) days of receipt of each invoice as to all non-disputed fees. If the AGENCY disputes any of CONSULTANT's fees it shall give written notice to CONSULTANT within thirty (30) days of receipt of an invoice of any disputed fees set forth on the invoice. Any final payment under this AGREEMENT shall be made within forty-five (45) days of receipt of an invoice therefore.

VI. SUSPENSION OR TERMINATION OF AGREEMENT WITHOUT CAUSE A. The AGENCY may at any time, for any reason, with or without cause, suspend or terminate this AGREEMENT, or any portion hereof, by serving upon the CONSULTANT at least ten (10) days prior written notice. Upon receipt of said notice, the CONSULTANT shall immediately cease all work under this AGREEMENT, unless the notice provides otherwise. If the AGENCY suspends or terminates a portion of this AGREEMENT such suspension or termination shall not make void or invalidate the remainder of this AGREEMENT.

B. In the event this AGREEMENT is terminated pursuant to this Section, the AGENCY shall pay to CONSULTANT the actual value of the work performed up to the time of termination, provided that the work Packet Page 232
Building and Safety Services
Rev. 2/19 Page 3 of 18 COS Non-Construction PSA
performed is of value to the AGENCY. Upon termination of the AGREEMENT pursuant to this Section, the CONSULTANT will submit an invoice to the AGENCY pursuant to Section V.

VII. DEFAULT OF CONSULTANT
A. The CONSULTANT's failure to comply with the provisions of this AGREEMENT shall constitute a default. In the event that CONSULTANT is in default for cause under the terms of this AGREEMENT, AGENCY shall have no obligation or duty to continue compensating CONSULTANT for any work performed after the date of default and can terminate this AGREEMENT immediately by written notice to the CONSULTANT. If such failure by the CONSULTANT to make progress in the performance of work hereunder arises out causes beyond the CONSULTANT's control, and without fault or negligence of the CONSULTANT, it shall not be considered a default.

B. If the Agency Manager or his/her designee determines that the CONSULTANT is in default in the performance of any of the terms or conditions of this AGREEMENT, he/she shall cause to be served upon the CONSULTANT a written notice of the default. The CONSULTANT shall have ten (10) days after service upon it of said notice in which to cure the default by rendering a satisfactory performance. In the event that the CONSULTANT fails to cure its default within such period of time or fails to present the AGENCY with a written plan for the cure of the default, the AGENCY shall have the right, notwithstanding any other provision of this AGREEMENT, to terminate this AGREEMENT without further notice and without prejudice to any other remedy to which it may be entitled at law, in equity or under this AGREEMENT.

VIII. OWNERSHIP OF DOCUMENTS
A. CONSULTANT shall maintain complete and accurate records with respect to sales, costs, expenses, receipts, and other such information required by AGENCY that relate to the performance of services under this AGREEMENT. CONSULTANT shall maintain adequate records of services provided in sufficient detail to permit an evaluation of services. All such records shall be maintained in accordance with generally accepted accounting principles and shall be clearly identified and readily accessible.

CONSULTANT shall provide free access to the representatives of AGENCY or its designees at reasonable times to such books and records; shall give AGENCY the right to examine and audit said books and records; shall permit AGENCY to make transcripts or copies therefrom as necessary; and shall allow inspection of all work, data, documents, proceedings, and activities related to this AGREEMENT. Such records, together with Packet Page 233
Building and Safety Services
Rev. 2/19 Page 4 of 18 COS Non-Construction PSA
supporting documents, shall be maintained for a period of three (3) years after receipt of final payment.

B. Upon completion of, or in the event of termination or suspension of this Agreement, all finished or unfinished documents, data, studies, surveys, drawings, maps, models, photographs, computer discs, and reports prepared by the Contractor under this Agreement shall become the sole property of City and may be used, reused, or otherwise disposed of by City without the permission of Contractor. With respect to computer files, Contractor shall make available to City, at City's office and upon reasonable written request by City, the necessary computer software and hardware for purposes of accessing, compiling, transferring, and printing computer files.

IX. INDEMNIFICATION AND DEFENSE
A. Indemnity
To the fullest extent permitted by law, CONSULTANT shall indemnify and hold harmless AGENCY and any and all of its officials, employees and agents (“Indemnified Parties”) from and against any and all losses, liabilities, damages, costs and expenses, including legal counsel’s fees and costs, caused in whole or in part by the negligent or wrongful act, error or omission of CONSULTANT, its officers, agents, employees or sub consultants (or any agency or individual that CONSULTANT shall bear the legal liability thereof) in the performance of services under this AGREEMENT. CONSULTANT’s duty to indemnify and hold harmless AGENCY shall not extend to the AGENCY’s sole or active negligence.

B. Duty to defend
In the event the AGENCY, its officers, employees, agents and/or volunteers are made a party to any action, lawsuit, or other adversarial proceeding arising from the performance of the services encompassed by this AGREEMENT, and upon demand by AGENCY, CONSULTANT shall defend the AGENCY at CONSULTANT’s cost or at AGENCY’s option, to reimburse AGENCY for its costs of defense, including reasonable attorney’s fees and costs incurred in the defense of such matters to the extent the matters arise from, relate to or are caused by CONSULTANT’s negligent acts, errors or omissions. Payment by AGENCY is not a condition precedent to enforcement of this indemnity. In the event of any dispute between CONSULTANT and AGENCY, as to whether liability arises from the sole or active negligence of the AGENCY or its officers, employees, or agents, CONSULTANT will be obligated to pay for AGENCY’s defense until such time as a final judgment has been entered adjudicating the AGENCY Packet Page 234
Building and Safety Services
Rev. 2/19 Page 5 of 18 COS Non-Construction PSA
as solely or actively negligent. CONSULTANT will not be entitled in the absence of such a determination to any reimbursement of defense costs including but not limited to attorney’s fees, expert fees and costs of litigation.

X. INSURANCE
CONSULTANT shall maintain prior to the beginning of and for the duration of this AGREEMENT insurance coverage as specified in Exhibit C attached to and part of this AGREEMENT.

XI. INDEPENDENT CONSULTANT
A. CONSULTANT is and shall at all times remain as to the AGENCY a wholly independent consultant and/or independent contractor. The personnel performing the services under this AGREEMENT on behalf of CONSULTANT shall at all times be under CONSULTANT's exclusive direction and control. Neither AGENCY nor any of its officers, employees, or agents shall have control over the conduct of CONSULTANT or any of CONSULTANT's officers, employees, or agents, except as set forth in this AGREEMENT. CONSULTANT shall not at any time or in any manner represent that it or any of its officers, employees, or agents are in any manner officers, employees, or agents of the AGENCY. CONSULTANT shall not incur or have the power to incur any debt, obligation, or liability whatever against AGENCY, or bind AGENCY in any manner.

B. No employee benefits shall be available to CONSULTANT in connection with the performance of this AGREEMENT. Except for the fees paid to CONSULTANT as provided in the AGREEMENT, AGENCY shall not pay salaries, wages, or other compensation to CONSULTANT for performing services hereunder for AGENCY. AGENCY shall not be liable for compensation or indemnification to CONSULTANT for injury or sickness arising out of performing services hereunder.

XII. LEGAL RESPONSIBILITIES
The CONSULTANT shall keep itself informed of State and Federal laws and regulations which in any manner affect those employed by it or in any way affect the performance of its service pursuant to this AGREEMENT. The CONSULTANT shall at all times observe and comply with all such laws and regulations. The AGENCY, and its officers and employees, shall not be liable at law or in equity occasioned by failure of the CONSULTANT to comply with this Section.

Packet Page 235
Building and Safety Services
Rev. 2/19 Page 6 of 18 COS Non-Construction PSA
XIII. UNDUE INFLUENCE
CONSULTANT declares and warrants that no undue influence or pressure was used against or in concert with any officer or employee of the AGENCY in connection with the award, terms or implementation of this AGREEMENT, including any method of coercion, confidential financial arrangement, or financial inducement. No officer or employee of the AGENCY has or will receive compensation, directly or indirectly, from CONSULTANT, or from any officer, employee or agent of CONSULTANT, in connection with the award of this AGREEMENT or any work to be conducted as a result of this AGREEMENT.

Violation of this Section shall be a material breach of this AGREEMENT entitling the AGENCY to any and all remedies at law or in equity.

XIV. NO BENEFIT TO ARISE TO LOCAL EMPLOYEES
No member, officer, or employee of AGENCY, or their designees or agents, and no public official who exercises authority over or responsibilities with respect to the Project during his/her tenure or for one year thereafter, shall have any interest, direct or indirect, in any agreement or sub-agreement, or the proceeds thereof, for work to be performed in connection with the Project performed under this AGREEMENT.

XV. RELEASE OF INFORMATION/CONFLICTS OF INTEREST
A. All information gained by CONSULTANT in performance of this AGREEMENT shall be considered confidential and shall not be released by CONSULTANT without AGENCY's prior written authorization.

CONSULTANT, its officers, employees, agents, or sub consultants, shall not without written authorization from the Agency Manager or unless requested by the Agency Attorney, voluntarily provide declarations, letters of support, testimony at depositions, response to interrogatories, or other information concerning the work performed under this AGREEMENT or relating to any project or property located within the AGENCY. Response to a subpoena or court order shall not be considered "voluntary" provided CONSULTANT gives AGENCY notice of such court order or subpoena.

B. CONSULTANT shall promptly notify AGENCY should CONSULTANT, its officers, employees, agents, or sub consultants be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions, or other discovery request (“Discovery”), court order, or subpoena from any person or party regarding this AGREEMENT and the work performed there under or with respect to any project or property located within the AGENCY, unless the AGENCY is a party to any lawsuit, arbitration, or administrative proceeding connected to such Discovery, or unless CONSULTANT is prohibited by law Packet Page 236
Building and Safety Services
Rev. 2/19 Page 7 of 18 COS Non-Construction PSA
from informing the AGENCY of such Discovery. AGENCY retains the right, but has no obligation, to represent CONSULTANT and/or be present at any deposition, hearing, or similar proceeding as allowed by law. Unless AGENCY is a party to the lawsuit, arbitration, or administrative proceeding and is adverse to CONSULTANT in such proceeding, CONSULTANT agrees to cooperate fully with AGENCY and to provide the opportunity to review any response to discovery requests provided by CONSULTANT. However, AGENCY's right to review any such response does not imply or mean the right by AGENCY to control, direct, or rewrite said response.

XVI. NOTICES
Any notices which either party may desire to give to the other party under this AGREEMENT must be in writing and may be given either by (i) personal service, (ii) delivery by a reputable document delivery service, such as but not limited to, Federal Express, which provides a receipt showing date and time of delivery, or (iii) mailing in the United States Mail, certified mail, postage prepaid, return receipt requested, addressed to the address of the party as set forth below or at any other address as that party may later designate by notice:

To AGENCY: City of Seaside
Romeo Herrera, Chief Building Official
440 Harcourt Avenue
Seaside, CA 93955
To CONSULTANT: West Coast Code Consultants, Inc.

Donald Zhao, Vice President, Regional Manager
417 Grand Avenue, Suite 201
South San Francisco, CA 94080
XVII. ASSIGNMENT
The CONSULTANT shall not assign the performance of this AGREEMENT, nor any part thereof, nor any monies due hereunder, without prior written consent of the AGENCY. Because of the personal nature of the services to be rendered pursuant to this AGREEMENT, only CONSULTANT shall perform the services described in this AGREEMENT. West Coast Code Consultants, Inc., may use assistants, under his/her direct supervision, to perform some of the services under this AGREEMENT. CONSULTANT shall provide AGENCY fourteen (14) day’s notice prior to the departure of Donald Zhao from CONSULTANT's employ. Should he/she leave CONSULTANT's employ, the AGENCY shall have the option to immediately terminate this AGREEMENT, within three (3) days of the close of said notice period. Upon termination of this Agreement, CONSULTANT's sole Packet Page 237
Building and Safety Services
Rev. 2/19 Page 8 of 18 COS Non-Construction PSA
compensation shall be payment for actual services performed up to, and including, the date of termination or as may be otherwise agreed to in writing between the Governing Board and the CONSULTANT. Before retaining or contracting with any CONSULTANT for any services under this AGREEMENT, CONSULTANT shall provide AGENCY with the identity of the proposed CONSULTANT, a copy of the proposed written contract between CONSULTANT and such sub-consultant which shall include and indemnity provision similar to the one provided herein and identifying AGENCY as an indemnified party, or an incorporation of the indemnity provision provided herein, and proof that such proposed sub-consultant carries insurance at least equal to that required by this AGREEMENT or obtain a written waiver from AGENCY for such insurance.

XVIII. LICENSES
At all times during the term of this AGREEMENT, CONSULTANT shall have in full force and effect, all licenses required of it by law for the performance of the services described in this AGREEMENT.

XIX. GOVERNING LAW
The AGENCY and CONSULTANT understand and agree that the laws of the State of California shall govern the rights, obligations, duties, and liabilities of the parties to this AGREEMENT and also govern the interpretation of this Agreement.

Any litigation concerning this AGREEMENT shall take place in the municipal, superior, or federal district court with jurisdiction over the AGENCY.

XX. ENTIRE AGREEMENT
This AGREEMENT contains the entire understanding between the parties relating to the obligations of the parties described in this AGREEMENT. All prior or contemporaneous agreements, understandings, representations, and statements, oral or written and pertaining to the subject of this AGREEMENT or with respect to the terms and conditions of this AGREEMENT, are merged into this AGREEMENT and shall be of no further force or effect. Each party is entering into this AGREEMENT based solely upon the representations set forth herein and upon each party's own independent investigation of any and all facts such party deems material.

XXI. CONTENTS OF REQUEST FOR PROPOSAL AND PROPOSAL
CONSULTANT is bound by the contents of AGENCY's Request for Proposal, Exhibit "D" hereto and incorporated herein by this reference, and the contents of the proposal submitted by the CONSULTANT, Exhibit "E" hereto. In the event of conflict, the requirements of AGENCY's Request for Proposals and this AGREEMENT shall take precedence over those contained in the CONSULTANT's Packet Page 238
Packet Page 239
Building and Safety Services
Rev. 2/19 Page 10 of 18 COS Non-Construction PSA

EXHIBIT A

TASKS TO BE PERFORMED
The ultimate scope of the services and list of deliverables will be determined when such services are requested on a task-by-task/project level basis. • Building and Safety Services in-house staffing for office coverage, residential and commercial plan checks, related to California Building, Residential, Electrical, Plumbing, Mechanical, Green Building Standards and Energy Codes (including Residential Fire Sprinklers and Disabled Access requirements).
• Residential and commercial building inspections.
• Third party commercial and residential Plan Check for California Building, Residential, Electrical, Plumbing, Mechanical Green Building Standards and Energy Codes (including Residential Fire Sprinklers and Disabled Access requirements). • Contract Building Inspection Services (combination) short or long-term assignments. • Certified Accessibility Specialist availability.
• Contract Code Enforcement Services
• Senior Combination Building Inspectors
• Certified and experienced Permit Technicians
Packet Page 240
Building and Safety Services
Rev. 2/19 Page 11 of 18 COS Non-Construction PSA

EXHIBIT B

PAYMENT AND RATE SCHEDULE
CONSULTANT will submit invoices monthly for actual services performed. Invoices shall be submitted on or about the first business day of each month, or as soon thereafter as practical, for services provided in the previous month. Payment shall be made within thirty (30) days of receipt of each invoice as to all non-disputed fees. If the AGENCY disputes any of CONSULTANT's fees it shall give written notice to CONSULTANT within thirty (30) days of receipt of an invoice of any disputed fees set forth on the invoice. Any final payment under this AGREEMENT shall be made within forty-five (45) days of receipt of an invoice therefore.

Packet Page 241
Teaming with Your Community to Make a Difference | www.WC-3.com ii Proposed Fee Schedule
WC3 Proposed Fee and Rate Schedule
*Additional notes and details included on the subsequent page.

FIXED FEE / CONTRACT RATES
Comprehensive Plan Review 65% of Plan Review Fees
Structural Only Plan Review 40% of Plan Review Fees
Revisions, Deferred Submittals, RFI's etc. As Per Hourly Rates Below Minimum Plan Review for Fixed Fee Projects $280 (2-Hour Minimum Rate) Expedited Plan Review 150% of Contract Rates
Electronic Plan Review / Auto Coordination No Additional Cost HOURLY RATES*
Certified Accessobility Specialist Plan Reviewer / Inspector $155.00 / Hour Plan Review Structural Engineer (Registered SE) $155.00 / Hour Plan Review Engineer (Registered PE) $150.00 / Hour
Building Plans Examiner $140.00 / Hour
Fire Plans Examiner $145.00 / Hour
ICC Certified Senior Building Inspector $140.00 / Hour
ICC Certified Building Inspector III $130.00 / Hour
ICC Certified Building Inspector II (Commercial) $120.00 / Hour ICC Certified Building Inspector I (Residential) $110.00 / Hour Permit Technician / Administrative Support $90.00 / Hour Expedited Plan Review 150% of Hourly Rates
PREVAILING WAGE HOURLY RATES**
Prevailing Wage Rate of Inspectors $184.00 / Hour

MISCELLANEOUS SERVICES
Reimbursable Expenses At Cost + 10%
Courier / Delivery Expenses No Additional Cost
Mileage Expenses IRS Standard Rate
Trip Fee Staff Hourly Rate + IRS Standard Rate***
WC3 proposes the following rates based on a percentage of the plan review fees collected by the City of Seaside.

A listing of hourly rates additionally depicts rates proposed for all field inspection, miscellaneous and personnel assigned to this project.

Continued on next page...

Packet Page 242
Teaming with Your Community to Make a Difference | www.WC-3.com iii Proposed Fee Schedule (Continued)
Annual Hourly Rate Adjustment - WC3’s proposed hourly rates are applicable through June 30, 2024. Hourly rates are subject to an annual increase based on a minimum 3% cost-of-living, the Engineering News Record’s (ENR) Construction Cost Index (CCI), or the Consumer Price Index - Urban (CPI-U); whichever is greater.

Fixed Fee Plan Review Services - Plan check services include an initial review, second review and minor third review (if needed) for approval of the plans. Any additional time required beyond the third plan review will be billed on an hourly basis, with prior approval by the City.

Preliminary, Revisions and Deferred Submittals - Preliminary plan reviews, review of revisions after a project has been approved, review of shop drawings, and review of deferred submittals, etc. will be completed on an hourly basis with a minimum charge of 2-hours and a mutually acceptable not-to-exceed amount.

Expedited Plan Review - Expedited plan review may be accommodated upon request with 24 hours notice. This service will be accommodated for both percentage based and fixed fee/contract rate packages, as well as for hourly rate contracts and services.

Electronic Plan Review - Electronic plan review services will be performed for percentage based plan review services facilitated off-site at WC3 office locations, as well for hourly plan review projects associated with inhouse City services. WC3 will automatically coordinate all processes.

Prevailing Wage Assignments - Proposed hourly rates for Inspection Services are not applicable to prevailing wage assignments. Any prevailing wage assignment rates submitted to the jurisdiction will comply with State of California's Department of Industrial Relations (DIR) regulations.

On-Site, In-House or Inspection Services - On site or in-house services (plan review, permit technician, CBO services) will be provided in eight (8) hour segments. An eight (8) hour minimum is required for all requested inspection services.

Overtime - On-site, in-house or inspection services more than forty (40) hours a week, overtime work, holiday work, weekend work, etc. will be invoiced as follows:
• Overtime – One hundred fifty percent (150%) of regular rates. Overtime is defined as working more than forty (40) hours a week, more than eight (8) hours a day or more than six (6) consecutive days in a week. • Double Overtime – Two hundred percent (200%) of regular rates. Double overtime is defined as working more than twelve (12) hours a day or working more than eight (8) hours on the seventh consecutive day of work.
• Holidays and Weekends – Two hundred percent (200%) of regular rates.

Reimbursable Expenses - Reimbursable expenses (i.e. specialized equipment rental or printing costs) will be authorized prior to charge and billed at actual cost + 10% mark up.

Courier / Delivery Expenses - Should the need arise, WC3 will use our established shipping service to pick up documents for courier/delivery to and from our WC3 office(s) at no additional cost.

Mileage Expenses - When applicable, reimbursements for mileage are for the use of personal automobiles within the City’s limits, typically Building Inspectors. Reimbursements for mileage are applicable to the staff hourly rate plus the Internal Revenue Service’s (IRS) standard mileage rate.

Trip Fee - A trip fee will be applicable each way for all on-site consultations required for plan review, staff augmentation, or inspections. Trip fee expenses are applicable to the staff hourly rate plus the Internal Revenue Service's (IRS) standard mileage rate.

Invoicing Procedures - At the beginning of each month, WC3 will furnish an invoice and a statement of the work performed for compensation during the preceding month. Such statement will also include a detailed record, if applicable, of the month's actual reimbursable and mileage expenditures. *
***
**
Packet Page 243
Building and Safety Services
Rev. 2/19 Page 12 of 18 COS Non-Construction PSA

EXHIBIT C

INSURANCE REQUIREMENTS
Without limiting CONSULTANT’s indemnification of AGENCY, and prior to commencement of Work, CONSULTANT shall obtain, provide and maintain at its own expense during the term of this AGREEMENT, policies of insurance of the type and amounts described below and in a form satisfactory to AGENCY.

Note: Verify minimum limit for each coverage with Risk Manager.

General liability insurance. CONSULTANT shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury, and property damage. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO “insured contract” language will not be accepted.

Automobile liability insurance. CONSULTANT shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the Consultant arising out of or in connection with Work to be performed under this AGREEMENT, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident.

Professional liability (errors & omissions) insurance. CONSULTANT shall maintain professional liability insurance that covers the Services to be performed in connection with this AGREEMENT, in the minimum amount of $1,000,000 per claim and in the aggregate. Any policy inception date, continuity date, or retroactive date must be before the effective date of this AGREEMENT and CONSULTANT agrees to maintain continuous coverage through a period no less than three (3) years after completion of the services required by this AGREEMENT.

Note: May need to delete workers' compensation and employer's liability insurance requirements for certain sole proprietorships, partnerships, or corporations without employees.

Workers’ compensation insurance. CONSULTANT shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000).

CONSULTANT shall submit to AGENCY, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of AGENCY, its officers, agents, employees and volunteers.

Packet Page 244
Building and Safety Services
Rev. 2/19 Page 13 of 18 COS Non-Construction PSA
Note: If the required limits for general liability, auto and employer’s liability are $1 million or less, the following paragraph may be omitted.

Umbrella or excess liability insurance. [Optional depending on limits required].

CONSULTANT shall obtain and maintain an umbrella or excess liability insurance policy with limits that will provide bodily injury, personal injury and property damage liability coverage at least as broad as the primary coverages set forth above, including commercial general liability, automobile liability, and employer’s liability. Such policy or policies shall include the following terms and conditions:
 A drop down feature requiring the policy to respond if any primary insurance that would otherwise have applied proves to be uncollectible in whole or in part for any reason;
 Pay on behalf of wording as opposed to reimbursement;  Concurrency of effective dates with primary policies;  Policies shall “follow form” to the underlying primary policies; and  Insureds under primary policies shall also be insureds under the umbrella or excess policies.

Other provisions or requirements
Proof of insurance. CONSULTANT shall provide certificates of insurance to AGENCY as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. Insurance certificates and endorsements must be approved by Agency’s Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with AGENCY at all times during the term of this contract. AGENCY reserves the right to require complete, certified copies of all required insurance policies, at any time.

Duration of coverage. CONSULTANT shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Work hereunder by CONSULTANT, his agents, representatives, employees or sub consultants.

Primary/noncontributing. Coverage provided by CONSULTANT shall be primary and any insurance or self-insurance procured or maintained by AGENCY shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and non-contributory basis for the benefit of AGENCY before the AGENCY’s own insurance or self-insurance shall be called upon to protect it as a named insured.

Packet Page 245
Building and Safety Services
Rev. 2/19 Page 14 of 18 COS Non-Construction PSA
Agency’s rights of enforcement. In the event any policy of insurance required under this AGREEMENT does not comply with these specifications or is canceled and not replaced, AGENCY has the right but not the duty to obtain the insurance it deems necessary and any premium paid by AGENCY will be promptly reimbursed by CONSULTANT or AGENCY will withhold amounts sufficient to pay premium from CONSULTANT payments. In the alternative, AGENCY may cancel this AGREEMENT.

Acceptable insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders’ Rating of A- (or higher) and Financial Size Category Class VI (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by the Agency’s Risk Manager.

Waiver of subrogation. All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against AGENCY, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow CONSULTANT or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. CONSULTANT hereby waives its own right of recovery against AGENCY, and shall require similar written express waivers and insurance clauses from each of its sub consultants.

Enforcement of contract provisions (non estoppel). CONSULTANT acknowledges and agrees that any actual or alleged failure on the part of the AGENCY to inform CONSULTANT of non-compliance with any requirement imposes no additional obligations on the AGENCY nor does it waive any rights hereunder.

Requirements not limiting. Requirements of specific coverage features or limits contained in this Section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Consultant maintains higher limits than the minimums shown above, the AGENCY requires and shall be entitled to coverage for the higher limits maintained by the Consultant. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the AGENCY.

Notice of cancellation. Consultant agrees to oblige its insurance agent or broker and insurers to provide to AGENCY with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.

Packet Page 246
Building and Safety Services
Rev. 2/19 Page 15 of 18 COS Non-Construction PSA
Additional insured status. General liability policies shall provide or be endorsed to provide that AGENCY and its officers, officials, employees, and agents, and volunteers shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies.

Prohibition of undisclosed coverage limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to AGENCY and approved of in writing.

Separation of insureds. A severability of interests provision must apply for all additional insureds ensuring that Consultant’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy (ies) shall not contain any cross-liability exclusions.

Pass through clause. CONSULTANT agrees to ensure that its sub consultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by CONSULTANT, provide the same minimum insurance coverage and endorsements required of CONSULTANT. CONSULTANT agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. CONSULTANT agrees that upon request, all agreements with consultants, subcontractors, and others engaged in the project will be submitted to AGENCY for review.

Agency’s right to revise specifications. The AGENCY reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving the CONSULTANT ninety (90) days advance written notice of such change. If such change results in substantial additional cost to the CONSULTANT, the AGENCY and CONSULTANT may renegotiate CONSULTANT’s compensation.

Self-insured retentions. Any self-insured retentions must be declared to and approved by AGENCY. AGENCY reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by AGENCY.

Timely notice of claims. CONSULTANT shall give AGENCY prompt and timely notice of claims made or suits instituted that arise out of or result from CONSULTANT’s performance under this AGREEMENT, and that involve or may involve coverage under any of the required liability policies.

Additional insurance. CONSULTANT shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work.

Packet Page 247
Building and Safety Services
Rev. 2/19 Page 16 of 18 COS Non-Construction PSA

EXHIBIT D

REQUEST FOR PROPOSAL
Packet Page 248
Building Staff Augmentation Services FINAL-12-18-2023.docx Print 03/14/2024

REQUEST FOR QUALIFICATIONS

FOR PROFESSIONAL

ON-CALL CONSULTANTS - BUILDING SERVICES
DECEMBER 28, 2023
The City of Seaside, hereinafter (City) is requesting proposals from qualified Building and Safety (Consultant) firms in response to this Request for Qualifications (RFQ) to provide professional services and staff augmentation to support the following:
 On-call consulting services for the Building Division;  On-call Building Services related activities ( i.e. counter staffing, permit issuance);  Building and Safety related activities
The selected Consultant will be responsible for providing staff augmentation services in various areas of the Building Department. The City of Seaside intends to create an “On Call” list to provide Building and Safety augmentation services. Consultants will be selected based on the responses to this RFQ.

I. BACKGROUND
The City of Seaside is located approximately 115 miles south of San Francisco and 73 miles south of San Jose. The City of Seaside encompasses a total area of approximately nine square miles.

Seaside is the largest city on the Monterey Peninsula with 33,878 residents. A large part of the City of Seaside's area, 6.44 square miles, lies within the former Fort Ord military base. From time to time, the City of Seaside may contract with outside consultants to augment staffing. This RFQ is intended to augment staffing for the Building Department.

II. PROPOSED SCOPE OF WORK
The City is seeking to develop a list of qualified “On-Call” Consultants to provide building and safety review support to support processing of various development applications and/or plans or to complete the preparation and processing of environmental documents required for compliance with the California Environmental Quality Act (CEQA) or building and safety related activities.

The list of projects may include, but is not limited to:

Building and Safety Services Related:
 Building and Safety Services in-house staffing for office coverage, residential and commercial plan checks, related to California Building, Residential, Electrical, Plumbing, Mechanical, Green Building Standards and Energy Codes (including Residential Fire Sprinklers and Disabled Access requirements).
 Residential and commercial building inspections.
 Third party commercial and residential Plan Check for California Building, Residential, Electrical, Plumbing, Mechanical Green Building Standards and Energy Codes (including Residential Fire Sprinklers and Disabled Access requirements).  Contract Building Inspection Services (combination) short or long-term assignments.

Packet Page 249
Request for Qualifications
Building & Safety Services Staff Augmentation
2  Certified Access Specialist (CASp) availability.
 Contract Code Enforcement Services
 Senior Combination Building Inspector
 Certified and experienced Permit Technician
The selected Consultants will be on an “On-Call”, “As Needed” basis for a one (1) year period with an option to extend for one (1) year and a second option to extend for one (1) year, for a total three (3) year term.

The ultimate scope of the services and list of deliverables will be determined when such services are requested on a task-by-task/project level basis. A separate fee proposal will be required for each task/project requested including hourly rates and fixed fees. Consultants need not be capable of providing all of the listed services to receive a contract. State clearly the portion of the Scope of Services that the Consultant intends to provide.

It is anticipated that during the two (2) year term that the City will award a Task Order to an “On-Call” consultant who has/have best met requested task-by-task/project level qualifications and with whom the City has successfully completed negotiations regarding billing rates and fees. The actual contract amount is not to exceed $1,000,000 (one million dollars) and the amount of work may vary depending on the consultants’ qualifications and the amount of work needed by the City.

The ideal candidate has a good working knowledge of the following documents:

1. State Water Resources Control Board (SWRCB) Water Quality Order No. 2013-0001- DWQ National Pollutant Discharge Elimination System (NPDES) General Permit No.

CAS000004

2. City of Seaside Municipal Code

3. ALL of 2022 California Building Codes and documentation required to be provided/submitted to the Building Department as a project progresses from one phase into the next, including but not limited to Energy forms, special reports, field plan changes, as an example.

Attachment A contains a copy of the Standard Consultant Agreement, which includes standard terms and conditions and insurance requirements applicable to the performance of this work.

Packet Page 250
Request for Qualifications
Building & Safety Services Staff Augmentation
3 III. FORM AND CONTENT OF PROPOSAL
Proposals should clearly state respondent’s qualifications. In reviewing the proposals, the City of Seaside considers the quality of the proposal to be reflective of the potential quality of the work the Consultant is able to perform. The ability of the Consultant to clearly and concisely convey information will be considered in the review process. Consultants are encouraged not to submit lengthy and overly wordy proposals.

The SOQ must be concise (maximum 15 pages) and include, at a minimum, the following information:

A) A brief description of the consultant’s firm, including the year the firm was established, type of organization (partnership, corporation, etc.), and a statement of the firm’s qualifications for performing the subject consulting services.

B) A summary of the qualifications and experience of each member proposed to provide professional services.

C) A project summary list with descriptions of the proposed team’s experience working for public entities.

D) A list of references of relevant clients, including a contact person with their current telephone number and email address.

All proposing firms must be professionally engaged in Building and Code Enforcement with experience in the public sector for a minimum of ten (10) years. At a minimum, Consultants must employ qualified individuals who are licensed and/or otherwise qualified in the following disciplines:

1. Contract Building Inspection Services

2. Permit Issuance

3. Code Enforcement

4. Third party commercial and residential Plan Check for California Building, Energy Codes (including Residential Fire Sprinklers and Disabled Access requirements).

IV. QUESTIONS AND ADDENDA
Please direct any questions you may have regarding this RFQ, including any request for the City of Seaside to issue a formal written clarification or correction of a discrepancy or an omission in this RFQ, via email to:

Romeo Herrera,
Chief Building Official
831-899-6733
[email protected]
Packet Page 251
Request for Qualifications
Building & Safety Services Staff Augmentation
4 Any request for a formal written clarification or correction of a discrepancy or an omission in this RFQ must be received by the City of Seaside at least three (3) business days prior to the proposal due date. Any City of Seaside response to such a request will be made in the form of an addendum to this RFQ and will be sent by e-mail to all parties to whom this RFQ has been issued prior to the proposal due date. All addenda shall become part of this RFQ.

All correspondence from the City of Seaside for this RFQ will be by either email or regular mail. In order to ensure that all interested Consultants are notified of such clarifications or corrections, please provide your email and contact information to Mr. Herrera at the email address listed above if your firm intends to submit a Proposal.

V. SUBMITTAL OF PROPOSALS
Please submit three (3) hard copies and one (1) electronic copy in PDF format of your Proposal, identified on the outside of the envelope as "Proposal for Professional Services” to arrive at the City of Seaside’s offices not later than 4:30 p.m. Pacific Time on Friday, January 19, 2024 addressed as follows:

Mr. Romeo Herrera
City of Seaside
440 Harcourt Avenue
Seaside, CA 93955
(831) 899-6733
Proposals received by the City of Seaside after this deadline will not be accepted. Emailed submissions are acceptable but cannot contain zipped files or files larger than 5 Mbytes.

All material submitted in accordance with this RFQ becomes property of the City of Seaside and will not be returned.

VI. EVALUATION PROCESS
Agency staff will review each SOQ for completeness and content. Each SOQ will be evaluated based upon the relevant qualifications and experience of the consultant. Staff may conduct interviews if necessary. References will also be verified. The SOQ review will focus upon the following criteria and assigned points:

1. Organization: Does the firm offer the breadth and quality of services required for the types of services listed in the Scope of Work? - 20 points

2. Staff: Do the qualifications of key personnel to be assigned to the anticipated projects coincide with tasks listed in the Scope of Work? Do assigned personnel have requisite education, experience, and professional qualifications?- 20 points Packet Page 252
Request for Qualifications
Building & Safety Services Staff Augmentation
5 3. Experience: Has the firm demonstrated the ability to successfully provide services for projects of a similar complexity and nature as described herein? - 20 points

4. Professional Standing: Are the firm’s references from past clients and associates favorable? Are deliverables submitted on time and within budget? - 10 Points

5. Proposal: Organization, presentation, and content of proposal. Conformance to the specified proposal format. - 15 Points

6. Responsiveness. Ability to perform services at City of Seaside City Hall at a fair and reasonable cost. Ability to respond to request for service in a timely manner. – 15 points Proposals will be ranked on the basis of qualifications. The City of Seaside may conduct interviews with some or all of the firms who submit proposals, or it may complete its evaluation based on the proposals alone. If interviews are conducted, firms selected for interview will be contacted at that time to arrange the date and time for their interview.

VII. SELECTION PROCESS
Based on staff recommendation, City Council will consider approval of consultant(s). The City Council may approve selected firms or choose to determine that no SOQ proposal exhibits adequate qualifications.

Upon the selection by the City Council, consultant(s) may or may not be called upon by the City of Seaside to provide services.

VIII. SCHEDULE
The anticipated schedule for award of this project is as follows:

Release of RFQ December 28, 2023
Receipt of Proposals January 19, 2024
Review/Rate Propposals January 22-23, 2024
Interview Consultant(s), if necessary January 25-26, 2024 Council approval of On-Call List February 15, 2024
Start of Contract February 28, 2024
IX. ACCEPTANCE OR REJECTION OF PROPOSAL
The City of Seaside reserves the right to accept or reject any and all proposals. The City of Seaside also reserves the right to waive any informality or irregularity in any Qualifications. Additionally, the City of Seaside may, for any reason, decide not to award an agreement as a result of this RFQ or cancel the RFQ process. The City of Seaside shall not be obligated to respond to any proposal submitted, nor be legally bound in any manner by the submission of the proposal. The City of Seaside will make a recommendation to the City Council regarding the selection of Consultant Packet Page 253
Request for Qualifications
Building & Safety Services Staff Augmentation
6 based upon an evaluation of the proposals. The City of Seaside reserves the right to negotiate project deliverables and associated costs.

X. GENERAL DESCRIPTION OF PROPOSED AGREEMENT
Upon conclusion of the RFQ process, the City of Seaside will establish a list of Consultants with which the City may enter into negotiations for the assignments described. The selected Consultant shall enter into contract negotiations with the City of Seaside in substantial conformity with the selected proposal and the form of the Consultant Agreement, which is contained in Attachment A.

XI. INSURANCE REQUIREMENTS
The selected Consultant, at Consultant’s sole cost and expense and for the full term of the Agreement or any extension thereof, shall obtain and maintain all of the insurance requirements, as outlined in Attachment B.

All policies, endorsements, certificates, and/or binders shall be subject to approval by the City of Seaside as to form and content. The selected Consultant agrees to provide the City of Seaside with a copy of said policies, certificates and/or endorsements.

The selected Consultant shall satisfy these insurance requirements prior to approval of the Agreement. Please address any issues with respect to insurance requirements in your response to the corresponding question in the RFQ.

XII. EXAMINATION OF PROPOSED MATERIAL
The submission of a proposal shall be deemed a representation and certification by the Consultant that they have investigated all aspects of the RFQ, that they are aware of the applicable facts pertaining to the RFQ process, its procedures and requirements, and that they have read and understood the RFQ. No request for modification of the statement shall be considered after its submission on grounds that the Consultant was not fully informed as to any facts or condition.

XIII. PUBLIC NATURE OF PROPOSAL MATERIAL
Responses to this RFQ become the exclusive property of the City of Seaside. At such time as the City Manager recommends a Consultant to the City Council all proposals received in response to this RFQ become a matter of public record and shall be regarded as public records, with the exception of those elements in each proposal which are defined by the Consultant as business or trade secrets and plainly marked as “Confidential,” “Trade Secret,” or “Proprietary.” The City of Seaside shall not in any way be liable or responsible for the disclosure of any such proposal or portions thereof, if they are not plainly marked as “Confidential,” “Trade Secret,” or “Proprietary” or if disclosure is required under the Public Records Act. Any proposal which contains language purporting to render all or significant portions of the proposal “Confidential,” “Trade Secret,” or “Proprietary” shall be regarded as non-responsive.

Packet Page 254
Request for Qualifications
Building & Safety Services Staff Augmentation
7 Although the California Public Records Act recognizes that certain confidential trade secret information may be protected from disclosure, the City of Seaside may not be in a position to establish that the information that a Consultant submits is a trade secret. If a request is made for information marked “Confidential,” “Trade Secret,” or “Proprietary,” the City of Seaside will provide the Consultant who submitted the information with reasonable notice to allow the Consultant to seek protection from disclosure by a court of competent jurisdiction.

XIV. DISQUALIFICATION
Factors such as, but not limited to, any of the following may be considered just cause to disqualify a proposal without further consideration:

A. Evidence of collusion, directly or indirectly, by Consultants in regard to the amount, terms, or conditions of this proposal;
B. Any attempt to improperly influence any member of the selection staff; C. Existence of any lawsuit, unresolved contractual claim or dispute between Consultant and the City of Seaside;
D. Evidence of incorrect information submitted as part of the proposal; E. Evidence of Consultant’s inability to successfully complete the responsibilities and obligations of the proposal; and
F. Consultant’s default under any agreement, which results in termination of the Agreement.

XV. NON-CONFORMING PROPOSAL
A proposal shall be prepared and submitted in accordance with the provisions of these RFQ instructions and specifications. Any alteration, omission, addition, variance, or limitation of form or to a proposal may be sufficient grounds for non-acceptance of the proposal, at the sole discretion of the City of Seaside.

XVI. PROHIBITION OF GIFTS
City of Seaside officials are subject to several legal and policy limitations regarding receipt of gifts from persons, firms, or corporations either engaged in business with the City of Seaside, or proposing to do business with the City of Seaside. The offering of any illegal gift shall be grounds to disqualify a Consultant. To avoid even the appearance of impropriety, Consultants should not offer any gifts or souvenirs, even of minimal value, to City of Seaside officers or employees. The Consultant shall be subject to the City of Seaside’s prohibition.

Packet Page 255
Request for Qualifications
Building & Safety Services Staff Augmentation
8 XVII. NON-DISCRIMINATION/NON-PREFERENTIAL TREATMENT
The successful Consultant shall not discriminate, in any way, against any person on the basis of race, sex, color, age, religion, sexual orientation, actual or perceived gender identity, disability, ethnicity, or national origin, in connection with or related to the performance of City of Seaside contracts.

XVIII. ADDITIONAL TERMS AND CONDITIONS
The following additional terms and conditions are applicable to this RFQ process:

A. It is anticipated that the award of the Agreement resulting from the RFQ shall include terms and conditions similar to those referenced in the City of Seaside’s Standard Consultant Agreement, attached. Exceptions proposed by the Consultant, if any, to the terms and conditions included in the City of Seaside’s Standard Consultant Agreement should be included in the proposal. The City of Seaside reserves the right to consider any proposal exceptions during its evaluation of the acceptability of a proposal.

B. This RFQ does not commit the City of Seaside to pay any costs incurred in the submission of the proposal or in making any necessary studies or analysis in preparation of submission of the proposal.

C. The City of Seaside reserves the right without limitation to:

1. Enter into an agreement with another Consultant in the event that the originally selected Consultant defaults or fails to execute an agreement with the City of Seaside;

2. Modify and re-issue the RFQ;

3. Take action regarding the RFQ as may be deemed to be in the best interest of the City of Seaside.

D. The City of Seaside reserves the right to verify any information provided during the RFQ process. The City of Seaside may contact references listed or any other person known to have contracted with Consultant.

E. An agreement shall not be binding or valid with the City of Seaside unless and until it is executed by authorized representatives of the City of Seaside and of the Consultant.

F. While it is the intent of the City of Seaside to proceed with this project, this solicitation does not obligate the City of Seaside to enter into an Agreement. The City of Seaside retains the right to cancel this RFQ at any time should the project be cancelled, the City of Seaside loses the required funding, or it is deemed in the best interest of the City of Seaside.

No obligation either expressed or implied, exists on the part of the City of Seaside to make an award or to pay any cost incurred in the preparation or submission of an RFQ.

G. Failure to execute the agreement within the time frame identified above shall be sufficient cause for voiding the award.

Packet Page 256
Request for Qualifications
Building & Safety Services Staff Augmentation
9 H. Failure to comply with other requirements within the set time shall constitute failure to execute the Agreement. If the selected respondent refuses or fails to execute the Agreement, the City of Seaside may award the contract to the next qualified highest ranked Respondent.

XIX. ATTACHMENTS
Attachment A – Sample Agreement
Attachment B – Insurance Requirements
Packet Page 257
Building and Safety Services
Rev. 2/19 Page 17 of 18 COS Non-Construction PSA

EXHIBIT E
CONSULTANT’S PROPOSAL
Packet Page 258
West Coast Code Consultants, Inc.

PROJECT CONTACT:

Donald Zhao, PE, MCP, CBO
Vice President, Regional Manager
417 Grand Avenue, Suite 201
South San Francisco, CA 94080
P: (650) 754-6353
C: (925) 997-4322
E: [email protected]

STATEMENT OF QUALIFICATIONS
Proposal Prepared for: City of Seaside, CA
Submitted by: Friday, January 19, 2024 @ 4:30 pm
On-Call Consultants
Building Services
West Coast Code Consultants, Inc.

South San Francisco Regional Office
417 Grand Avenue, Suite 201
South San Francisco, CA 94080
CALIFORNIA | UTAH | WASHINGTON | NEVADA | IDAHO
Teaming with Your Community to Make a Difference
Attn: Mr. Romeo Herrera
Chief Building Official
City of Seaside
440 Harcourt Avenue
Seaside, CA 93955
[email protected]
Photo Credit: https://www.ci.seaside.ca.us
Packet Page 259
January 19, 2024
Mr. Romeo Herrera
Chief Building Official
City of Seaside
440 Harcourt Avenue
Seaside, CA 93955
RE: Request for Qualifications - On-Call Consultants Building Services Attn: Mr. Romeo Herrera,
West Coast Code Consultants, Inc. (WC3) is thrilled to present our statement of qualifications to the City of Seaside, California City. We are offering our services to provide On-Call Consultants Building Services as necessary in support of the City.

WC3 has a proven track record of providing reliable support and excellent service for providing complete Building and Safety Services throughout California. We are confident in our ability to provide these important services to your City.

Our team of professionals includes licensed civil engineers, structural engineers, fire protection engineers, land surveyors, ICC-certified building officials, fire marshals, plans examiners, building and public works inspectors, permit technicians, and other experts. Our vast experience working on various civil, engineering, architectural, structural, mechanical, electrical, plumbing, solar, fire, and energy projects has provided WC3 with unparalleled knowledge of local codes and ordinances, State Codes, Federal Codes, and Standards.

Our combined experience, knowledge, and customer service are key to our performance. We are fully capable of meeting the staff augmentation, third-party plan check, building inspection, code enforcement and permitting needs for your projects. Our prime strategies for serving your agency are as follows:

X Provide accurate and responsive plan review, inspection, code enforcement, and permitting services to ensure compliance with applicable codes and standards.

X Provide the highest level of customer service and perform plan reviews and inspections that meet or beat standard turnaround times.

X Balance the need to ensure conformance to standards and regulations with the need for predictability, uniformity, and efficiency.

We thank you for your consideration and look forward to an opportunity of working together. We are confident in our ability to meet the needs of the City of Seaside and eager to deliver professional, thorough service with our diverse, experienced team. If you have any questions or require further information, please feel free to contact me, or our Vice President and Regional Manager, Mr. Donald Zhao, at anytime. He can be reached at:

Donald Zhao, PE, MCP, CBO - Vice President/Regional Manager West Coast Code Consultants, Inc. | South San Francisco Regional Office 417 Grand Avenue, Ste. 201 | South San Francisco, CA 94080 | P: (650) 754-6353 | E: [email protected] Sincerely,
Giyan Senaratne, PE, SE, LEED AP
Principal / CEO
5000 Executive Parkway, Suite 510 | San Ramon, CA 94583 | P: (925) 275-1700 | E: [email protected] | www.WC-3.com Cover Letter
Packet Page 260
Teaming with Your Community to Make a Difference | www.WC-3.com iii Table of Contents
WEST COAST CODE CONSULTANTS, INC.

Donald Zhao, PE, MCP, CBO | P: (650) 754-6353 | E: [email protected] 417 Grand Avenue, Suite 201, South San Francisco, CA 94080 | www.WC-3.com Company Information 1
Qualifications and Experience 2
Project Summary 12
References 15
Appendix - Resumes 16
Photo Credit: https://www.ci.seaside.ca.us
Packet Page 261
Teaming with Your Community to Make a Difference | www.WC-3.com 1 Company Information
Highlights
Firm Overview
West Coast Code Consultants, Inc. (WC3) is a
code compliance consulting firm, specializing in
comprehensive plan review, inspection and staff
augmentation services. Founded by Giyan Senaratne
in 2006, WC3 is not a subsidiary of any other firm. The company has experienced steady growth over the past
17 years and has evolved from a small central team in
California to an industry leader throughout the United
States. WC3 serves clients with 11 office locations in
six states and over 125 employees. Shall a contract
be awarded to our firm, our South San Francisco
Regional Office will primarily service the City of Seaside contract. No sub-contractors or sub-consultants will be utilized to perform the work.

Regional / Client Manager
Donald Zhao, PE, MCP, CBO - Vice President
P: (650) 754-6353 | [email protected]
Plan Review Manager
H. Zahra Fattah
P: (925) 275-1700 | [email protected]
Building Inspection Manager
H. Joe Rossbach, MCP, CBO
P: (650) 754-6353 | [email protected]

COMMUNICATION
Good communication
is a top priority in
providing good service.

WC3 staff members
assigned to the City of
Seaside projects will be
responsive and easy to
contact by email
and/or phone.

Our qualified team
performs a variety of
timely reviews, including:

Residential Developments
Commercial Occupancies
Tenant Improvements
Institutional Facilities
Essential Service Buildings
Medical Labs & Facilities
Public Works & More
WC3 has been
providing building
department services
and more for over a
decade. Each team
member working on the
City of Seaside projects
will have obtained all
requisite certifications
and licensing.

Staff Entity Federal ID/Tax ID
125 S-Corp 204707579
Corporate Office
5000 Executive Parkway, Suite 510
San Ramon, CA 94583
P: (925) 275-1700 | F: (925) 275-0600
South San Francisco Regional Office
417 Grand Avenue, Suite 201
South San Francisco, CA 94080
P: (650) 754-6353 | F: (925) 275-0600
Recognition & Accomplishments
• ICC Preferred Education Provider (#1129)
• AIA Education Provider (#38839994)
• 2022, 2014 & 2010 ICC Chapter Industry
Awards for Excellence
• 2021, 2019 & 2015 ICC Chapter Education Awards
• 2019 ICC Chapter Permit Tech of the Year
• 2021 Plumbing Essentials Handbook Author
• 2021 & 2018 IBC Handbook Co-Author
• 2018 IEBC Handbook Author
• 2018 IRC Plan Review Course Developer
• 2018 IBC Structural/Non-Structural Plan
Review Course Developer

ON-TIME PLAN REVIEW QUALIFIED
Certification
Packet Page 262
Teaming with Your Community to Make a Difference | www.WC-3.com 2 The WC3 team is comprised of licensed and certified...

General and Special Skills
WC3 has been serving local jurisdictions with complete plan review, inspection, staff augmentation and other comprehensive services for almost 17 years. The company was founded on a commitment to supporting municipalities with exceptional service, code expertise and creative problem-solving. The same guiding philosophy continues to serve our clients to this day and WC3 continues to thrive with the ability to adapt to each client’s needs. Whether it’s a 40-story high-rise, or a complex mixed-use commercial and residential occupancy, we’ve assisted coastal and inland cities throughout California with all types of projects—both large and small. Our team of highly qualified professionals is licensed, certified and understands all aspects of code. We strive to meet aggressive turnaround times to keep projects on schedule and always address questions and concerns in a polite and friendly manner.

When in-house teams are understaffed, require specific expertise on complex projects, or feel overwhelmed with a long list of projects, WC3 is available to handle all technical aspects or project overflow for your community. We serve in matters to help fulfill obligations and can join in on phone calls or meetings with city officials, employees or applicants. In many instances, our employees have served jurisdictions in a variety of roles, including administrative or front counter support, permit technicians, or to provide interim building official or third-party plan check services.

We strive for complete satisfaction and our remarkable employees are always ready to assist.

WC3 is recognized as an industry leader with a team who maintains a high level of skill and experience. Through our WC3 Academy, we are often invited to host live instructor training, as well as online, on-demand training courses in building safety and fire prevention for field and technical staff, nationally. We remain a leader in meeting everchanging industry standards and our employees are continually challenged to enhance their educations and pursue relevant certifications. This combination of experience, knowledge and customer service is the key to our success and helps us provide the very highest quality of service possible.

BUILDING SAFETY | FIRE PREVENTION | ENERGY & POWER
PUBLIC WORKS & CIVIL ENGINEERING | WC3 ACADEMY | ePROCESS360 Our Team
Structural Engineers
Civil Engineers
Fire Protection Engineers
Certified Fire Marshals
Certified Building Officials
Certified SWPPP Designers
Certified Accessibility Specialists
Certified Plans Examiners
Certified Building Inspectors
Certified Public Works Inspectors
Certified Fire Inspectors
Certified Permit Technicians
Qualifications and Experience
Building/Fire Plan Reviews
Civil/Public Works Plan Review
Code Interpretation
Code Enforcement
Building/Fire/Civil/Energy Inspection
Building Official/Fire Marshal Services
Administrative Services
Staff Augmentation
Code Training/Education
Online Permitting/Municipal
Software Solutions
And More!
Packet Page 263
Teaming with Your Community to Make a Difference | www.WC-3.com 3 Qualifications and Experience (Continued)
Experience and Expertise to Address the Scope of Services WC3 strives to adapt to the styles and requirements of the jurisdictional clients we serve. Every community is unique, and our staff is trained to provide individualized support for each of our clients. We are confident in our ability to perform the duties outlined by the City of Seaside. If awarded a contract, WC3 will provide building and safety review support to support processing of various development applications and/or plans or to complete the preparation and processing of environmental documents required for compliance with the California Environmental Quality Act (CEQA) or building and safety related activities. The list of projects may include, but is not limited to:

Building and Safety Services:
• Building and Safety Services in-house staffing for office coverage, residential and commercial plan checks, related to California Building, Residential, Electrical, Plumbing, Mechanical, Green Building Standards and Energy Codes (including Residential Fire Sprinklers and Disabled Access requirements). • Residential and commercial building inspections.
• Third party commercial and residential Plan Check for California Building, Residential, Electrical, Plumbing, Mechanical Green Building Standards and Energy Codes (including Residential Fire Sprinklers and Disabled Access requirements).
• Contract Building Inspection Services (combination) short or long-term assignments. • Certified Accessibility Specialist availability.
• Contract Code Enforcement Services
• Senior Combination Building Inspectors
• Certified and experienced Permit Technicians
• WC3 will be on an “On-Call”, “As Needed” basis for a one (1) year period with an option to extend for one (1) year and a second option to extend for one (1) year, for a total three (3) year term. • WC3 understands that the ultimate scope of the services and list of deliverables will be determined when such services are requested on a task-by-task/project level basis. Separate fee proposals will be provided for each task/project requested including hourly rates and fixed fees. At this time, a rate schedule has not been included along with the submittal of this proposal. However, as previously mentioned, separate fee proposals will be provided for each task or project requested, including hourly rates and fixed fees.

WC3 has a good working knowledge of the following documents:
• 1. State Water Resources Control Board (SWRCB) Water Quality Order No. 2013-0001-DWQ National Pollutant Discharge Elimination System (NPDES) General Permit No. CAS000004 • 2. City of Seaside Municipal Code
• 3. ALL of 2022 California Building Codes and documentation required to be provided/submitted to the Building Department as a project progresses from one phase into the next, including but not limited to Energy forms, special reports, field plan changes, as an example.

Packet Page 264
Teaming with Your Community to Make a Difference | www.WC-3.com 4

PLAN REVIEW PROCESS & METHODOLOGY
Incoming Project
• WC3 will serve the City of Seaside with electronic plan submittals, accepting and delivering plans back and forth via email attachments as well as links to electronically formatted documents stored elsewhere. WC3 will adapt to any preferred software systems of the City of Seaside.

WC3 Processing
• An account information file, specific to the City is created to identify items inherent and of interest to the City. This file will be maintained and utilized during each and every project, ensuring potential concerns are always addressed.
• Upon notification of projects and receipt/download of electronic plan submittal, projects are uploaded and logged into WC3’s own internal eProcess360 software platform and Client/ Regional Managers are automatically notified to begin the plan check process.

Plan Check
• WC3 will check submitted docs for completeness; inform the City of any missing information; review plans to understand the scope and task; identify significant code items and discuss important items with associated staff. • Client/Regional Manager will assign WC3 plan examiner staff and monitor progress. • Client/Regional Manager will quality check all comments before release to the City.

Communication
• WC3 understands all plan review comments are subject to the review by the City. • Review comments will have plan sheet numbers, detail numbers, and code sections. • WC3 will work with Seaside City's preferred method of communication and be available via email, phone or in-person for meetings, etc.
• The City will always have the same points of contact for WC3. • The comment structure in our plan review comment lists will be easily transitioned into the format of the City's preference.
• Copies of all plans check comments and all other correspondence from the plans examiner to the applicant shall be sent directly to the City of Seaside via email.

Recheck
• Documents are resubmitted to begin the recheck process. WC3 requires a written response addressing each and every plan check item or comment.
• Rechecks will be assigned to the same plans examiner who performed original review. • Any new comments to be included during the recheck cycle will be brought to the attention of the Client/Regional Manager.
• All plans examiners are encouraged to call and to resolve concerns, rather than adding additional corrections and comment lists.
• Rechecks are performed quickly and timely. Our turnaround schedule is highlighted in the upcoming section regarding "Typical Plan Review Turnaround Schedule." Approval
• Plan review approval will not be recommended to the City until all code compliance issues are resolved and all permit issuance requirements of the department are satisfied. • WC3 is flexible and will meet all City of Seaside project approval requirements, including but not limited to, “Plans Examiner of Record” approval stamps, electronic submittals, paper/hard copies, quantity of copies, pick-up/delivery and more.

PLAN REVIEW PROCESS
WC3 Incoming Project Processing Plan Check Communication Recheck Approval Qualifications and Experience (Continued)
WC3 will work in a seamless and timely manner for all proposed services according to the City of Seaside's preferred procedures. An outline to WC3's general process and methodologies associated with plan checking can be viewed below.

Packet Page 265
Teaming with Your Community to Make a Difference | www.WC-3.com 5

TYPICAL PLAN REVIEW TURNAROUND SCHEDULE
WC3 comprehensive plan reviews are performed in a prompt and expeditious manner to meet our jurisdictional clients’ needs. WC3 is able to commit to performing plan review deliverables within timeline expectations that meet or beat industry standards. When workloads get tight, WC3 is able take advantage of schedule availability in additional Regional Offices and benefit from the knowledge and expertise shared across multiple disciplines. All turnaround times are specified from the day they are received in our office(s) and for extraordinarily complex projects, WC3 will immediately contact the City of Seaside and agree on an appropriate response time prior to starting the review.

EXPEDITED APPROACH TO PLAN REVIEW SERVICES
Expedited or accelerated plan review can be accommodated upon request at anytime from the City of Seaside. The expedited plan review process is a means to accelerate initial plan reviews by experienced plans examiners, and when it comes to expedited plan review services, WC3’s typical plan review process is extremely easy to adapt. Clients simply need to submit projects according to standard protocols with a note highlighting that a project is to be expedited. In this case, the quality of WC3’s expedited plan review services do not change. WC3 will allocate additional staffing as necessary, and as available, in order to meet the City's expedited deadlines. WC3 shall provide initial comments, including corrections to be made to the construction documents, within an expedited turnaround time of five (5) business days from the date the submittal was received by our team. Subsequent reviews following initial expedited reviews may also be expedited at each client’s discretion; however subsequent reviews are typically completed in a timely manner and will be reviewed in the order in which they are received.

TYPICAL INSPECTION TURNAROUND SCHEDULE
Inspections shall be performed during the City of Seaside's regular business hours. Our inspection services include a commitment to making inspectors available for standard, routine inspection needs associated with projects. Standard turnaround for inspection requests will be scheduled accordingly with 48-hour advance notice and when the schedule allows, WC3 will make every effort to accommodate emergency or same-day inspection requests. Additionally, when special needs arise, inspectors can also be made available for after-hour, weekend and holiday inspections as well.

INITIAL
(Business Days)

RECHECK
(Business Days)

EXPEDITED
(Business Days)

RECHECK
(Business Days)
New Construction, Additions & Remodels 10 5 5 5
New Construction Multi-Family 15-20 5-10 5-10 5-10
Commercial Projects (Small) 10 5 5 5
Commercial Projects (Large/Complex)* 15-20 5-10 5-10 5-10 * Typical turnaround times for large/complex projects is 15-20 days for first reviews and 5-10 days for re-checks.

The City will be contacted and an appropriate response time will be negotiated on a case by case basis.

INSPECTION PERIOD REQUEST LEAD TIME FOR INSPECTION
Short Term / Standard Inspections 48 Hours Advance Notice Long Term Assignment Inspections 1 Months Advance Notice Emergency/Same Day Inspections Accommodated as Schedule Allows Qualifications and Experience (Continued)
Packet Page 266
Teaming with Your Community to Make a Difference | www.WC-3.com 6 Additional Efforts to Achieve the City of Seaside Satisfaction WC3 will provide the City of Seaside the technical expertise they seek through a complete array of plan review, inspection, code enforcement and permitting services. Our portfolio includes projects regarding building, preliminary building, structural, fire & life safety, accessibility, energy, mechanical, plumbing, electrical, solar and other specialty disciplines. Our staff is committed to providing higher standards by delivering building department solutions that exceed client satisfaction and meet time and budget constraints. We believe we are able to meet all the outlined requirements of the RFQ as stated. The following is a list of additional professional aspects specific to this RFQ that we feel the City of Seaside will find advantageous:
> International Code Council (ICC) Certified Permit Technicians - As needed, WC3 can furnish exceptionally qualified personnel to staff and support your front counter operations. Our staff operates as an extension of your team and understands that customer service is paramount in our industry. All of our team members are intimately familiar with the building application and permitting process. Our technicians are acquainted with a vast array of jurisdictional permit tracking programs and will quickly adapt to your departments specific processes and procedures. We work proactively and collaboratively with applicants to help resolve issues and make the permitting process as pleasant as possible for your customers. All candidates will be presented for the City's approval.
> International Code Council (ICC) Certified Inspections - All inspection personnel assigned to your jurisdiction will be able to read, understand and interpret construction documents, prepare and maintain accurate records and reports, communicate clearly both verbally and in writing and work effectively with contractors, the public, and jurisdictional staff. WC3 tailors our inspection services to meet the specific needs of our clients. In addition to maintaining the International Code Council (ICC) certified inspectors and combination inspectors on staff, we also maintain a list of highly qualified and certified personnel to draw upon when we desire to fulfill jurisdictional clients' full time or interim needs. Each inspector assigned to the City of Seaside will be in possession of all required certifications and minimum experience requirements; and the City will have the opportunity to review all candidates prior to task or project assignment. > California Licensed, ICC-Certified Building Plan Review - WC3 has ten (10) licensed structural engineers and twenty two (22) professional engineers on staff to meet the criteria noted in the RFQ. Many have performed engineering design work in the past, and each has performed hundreds of commercial, residential, institutional/educational, MEP and structural plan reviews throughout their career. Our staff also includes six (6) Master Code Professionals and many members certified by the ICC. Our team operates independently as a third party entity, is properly licensed to practice in the state of California, and has no conflict of interest with regard to any other work performed by our firm for the City. > California Licensed Fire Protection Plan Review - WC3 is an industry leader in providing plan review services for Fire Prevention and Fire and Life Safety Plan Review. Our diverse team of Fire Protection Engineers, Executive Fire Officers, Certified Fire Protection Specialists, Fire Marshals and Plans Examiners offer clients and extensive range of experience—both formally and on the job. With resources of technical professionals from multiple offices, our team is proficient in all types of construction. Clients count on us to understand the intricacies of fire department access, means of egress, smoke management, fire flow calculations, hazardous materials, fire protection systems, communication systems and more. > California Licensed Engineering Plan Review - WC3’s engineering plan review service includes California certified professionals and engineers, as well as company best practices to meet each municipality’s service requirements. Our team manages projects effectively and efficiently, completing all deliverables with clear comments and communication on time and within budget. We combine quality service to review improvement plans for conformance to approved tentative map, specific plans, and conditions of approval, as well as engineering bond estimates, subdivision maps, hydrology/hydraulic reports, stormwater management, development plans, lot line adjustments, lot mergers, easement plats, and more. Our personalized approach with transparent communication helps streamline the process.

Qualifications and Experience (Continued)
Packet Page 267
Teaming with Your Community to Make a Difference | www.WC-3.com 7 > Certified Accessibility Specialist Plan Review - WC3’s professional staff of plans examiners has vast experience in providing plan reviews for specialized accessibility projects and is well versed in all construction-related accessibility code and standards. WC3 has provided numerous CASp plan reviews and inspections for many of our California clients and has tremendous expertise in guiding clients through California’s accessibility regulations as well as ADA and other applicable laws.
> Electronic/Digital Plan Review Capability - WC3 is very familiar with Electronic/Digital Plan Review technologies and works in a variety of capacities as per jurisdictional clients’ specifications and systems.

This technologically advanced form of plan review provides WC3 the ability to review, mark-up and transport plans of any size, electronically. At no additional cost to clients, we strongly encourage this service. The electronic count on us to understand the intricacies of fire department access, means of egress, smoke management, fire flow calculations, hazardous materials, fire protection systems, communication systems and more.
> Meeting Availability & Technical Advice - When jurisdictions are understaffed, require specific expertise on complex projects, or feel overwhelmed with particular projects, WC3 is available to handle all technical aspects or project overflow for the City of Seaside. We serve in matters to help fulfill obligations and with reasonable notice are more than happy to join in on phone calls or attend special meetings at the City to help facilitate the approval process. Team members are available to discuss projects with designers, construction teams, City employees and/or applicants. We strive for complete client satisfaction and whether it’s through telephone, email, web conference, fax or in person, WC3 team members are always ready to assist. > Emergency Services - Teaming with Your Community to Make a Difference. This phrase has served as the guiding mission of WC3 for over 17 years. As we navigate challenging times, emergencies, disasters or pandemics, WC3 is committed to taking care of our clients and doing our part by continuing to offer the following services:
> Plan Review - Because of our experience with electronic plan reviews, our staff has the ability work remotely and not miss a beat. With multiple offices located in various regions, we are able to adjust quickly and move plan review projects amongst qualified personal with similar expertise and provide seamless service to our clients. We are also able to facilitate meetings via teleconference and more, and all phone calls and emails will be responded to within the same quick and friendly manner as usual. > Inspections & Code Enforcement - The health and safety of employees and clients is always a top priority for WC3. When circumstance necessitates, we go to great lengths to perform safe, live inspections, while in others we are able to serve clients remotely. In either case, we are committed to helping manage the risk during emergency situations while also helping jurisdiction maintain performance. > Staff Augmentation - WC3's staff augmentation services are a valuable resource when it comes to supporting jurisdictions’ needs during emergencies and critical times. Whether live or remote support is needed, we're ready and available to assist with inspection services, building official responsibilities, administrative or permit technician duties, and more!
> eProcess360EDSR - While an emergency, disaster or pandemic may have an immense impact on all of our lives, WC3 is committed to helping communities maintain day-to-day operations with as few disruptions as possible. Our eProcess360-EDSR is an online permitting solution that helps a jurisdiction work remotely with online applications, document submittals and plan review — serving citizens with peace of mind. > Continuing Education & Training - WC3 is deeply embedded within the Building Safety industry, with many key staff serving as general members, executive board officers, committee participants, and requested instructors within ICC Chapters and industry associations. We facilitate and encourage all of our personnel to achieve the highest level of experience and certification; and all team members are appropriately licensed, certified and trained with attendance at industry-related training classes, conferences, and seminars. Due to our emphasis on training, WC3 has also created the WC3 Code Academy which provides education, training and online, ondemand resources to our staff and the industry. Please find additional information at www.WC-3.com.

Qualifications and Experience (Continued)
Packet Page 268
Teaming with Your Community to Make a Difference | www.WC-3.com 8 Qualifications and Experience (Continued)
Project Management Personnel
WC3 has established an experienced project team of individuals that would seamlessly augment the City of Seaside staff. The South San Francisco Regional office will serve as the management center for this project and Mr. Donald Zhao, PE, MCP, CBO will serve as Regional Manager and key WC3 contact for the City. The following includes a brief summary of proposed key contacts. On the subsequent pages, the additional members of the designated team are listed with specific assignment of in an Organization Chart, as well as a Table of Qualifications, displaying all licensing and certifications. Complete resumes of proposed team members can be viewed in the "Appendix - Resumes" on page 16. Photo copies of actual requisite licensing or certifications may be provided upon request.

We propose the services of Mr. Donald Zhao, PE, MCP, CBO as our main point of contact and Client Manager for the City of Seaside. With over 20 years of experience in the construction industry and many of those years as a code official, Mr. Zhao has proven his mastery of Building Code in its many facets. Donald uses every opportunity to expand his base of knowledge and share it with his team. His utilization of modern collaboration technology, along with a strict standard of quality, has enabled Donald to lead the South San Francisco branch of WC3 into several years of consistent growth. Donald's technique and ambition serve as the foundation and goal for all his employees and set him at the cutting edge of an industry constantly in search of innovation.

Donald Zhao, PE, MCP, CBO - Regional Manager, Vice President Ms. Fattah has a multitude of structural design experience with several years as a design engineer and many years as structural and non-structural plan review engineer. She brings a broad range of experience to any project. As a plan review engineer she has reviewed thousands of projects for jurisdictions throughout California. Types of projects reviewed include single family dwellings, podium type residential complexes, corporate offices, OSHPD Medical facilities and Data Centers. She has provided in-house plan review services in multiple jurisdictions throughout the bay area and currently leads the plan review division at WC3's San Ramon office. Mrs. Fattah is a long time Bay Area resident and is intimately familiar with the Bay Area built environment.

Zahra Fattah - Plan Review Manager
Mr. Rossbach, MCP, CBO, is a master code professional with over 25 years in the construction industry. His experience has enabled him to demonstrate exceptional problem-solving skills.

Having worked with numerous customers in the construction industry, he also presents incredible interpersonal skills with strict attention to detail. Exposure to the industry from a variety of positions has assisted Joe in gaining the valuable skills necessary to perform a variety of inspections to ensure code compliance. He brings extensive building and construction inspection experience in multiple disciplines as well as in-depth trade and product knowledge.

Joe achieved his chief building official certification through the International Code Council and has completed both the Management and Legal Modules.

H. Joe Rossbach, MCP, CBO - Building Inspection Manager Packet Page 269
Teaming with Your Community to Make a Difference | www.WC-3.com 9 In addition to the staff members proposed, supplemental certified staff is available for support to the project.

These staff members will be presented to the City for review at time of request.

Qualifications and Experience (Continued)
Principal-in-Charge / CEO
Giyan Senaratne, PE, SE, LEED AP
Donald Zhao, PE, MCP, CBO
Regional/Client Manager
Sr. Building Plan Review Engineer
Eric Schneiderjohn, PE, QSD
Sr. Building Plan Review Engineer
Zahra Fattah
Plan Review Manager
Sr. Building Plan Review Engineer
Curtis Hume, PE, SE
Sr. Structural Plan Review Engineer
Keith Ma, PE, SE
Sr. Structural Plan Review Engineer
Lily Rong, PE, SE
Sr. Structural Plan Review Engineer
Sekhar Tatapudy
Sr. Senior Building Plans Examiner
George Williams, MCP, CBO
Sr. MEP Plans Examiner
Doug Smith, MCP, CBO
Sr. Electrical Plans Examiner
Noel Mendoza
Building Plan Review Engineer
Souad Maghrbi
Building Plans Examiner
Craig Hanson, CFPS
Fire Protection Specialist
West Coast Code Consultants (WC3)
H. Joe Rossbach, MCP, CBO
Building Inspection Manager

THIRD-PARTY PLAN CHECK SERVICES INSPECTION SERVICES
Vice President & Regional / Client Manager
Donald Zhao, PE, MCP, CBO
Permit Technician
Fire Sprinkler Review
Interim Building Official
Staff Augmentation
WC3 has great capacity
to assist with all Miscellaneous
Support Services as listed above.

Staff not included in this
chart will be presented
for review and approval
at time of request.

MISCELLANEOUS SUPPORT SERVICES
Organization Chart
Staff for Inspection Services will be
presented for review at time of request.

Packet Page 270
Teaming with Your Community to Make a Difference | www.WC-3.com 10

PLAN REVIEW SERVICES
Giyan Senaratne, PE, SE, LEED AP
Principal-in-Charge / CEO
San Ramon Corporate Office
• Registered PE: CA 46194
• Registered SE: 4457
• LEED AP Certification
• +8 Additional Certifications
• 32 Years Industry Experience
Donald Zhao, PE, MCP, CBO
Vice President
Building Plan Review Engineer
South San Francisco Regional Office
• Registered PE: CA 79273
• ICC Master Code Professional
• ICC Certified Building Official
• +30 Additional Certifications
• 15 Years Industry Experience
Eric Schneiderjohn, PE, MS
Building Plan Review Engineer
San Ramon Corporate Office
• Registered PE: CA C 87019
• MS in Civil Engineering
• ICC Building Plans Examiner
• +2 Additional Certifications
• 10 Years Industry Experience
Zahra Fattah
Plan Review Manager
San Ramon Corporate Office
• BS in Structural Engineering
• BS in Applied Physics
• ICC CA Building Plans
Examiner
• 23 Years Industry Experience
Curtis Hume, PE, SE
Structural Plan Review Engineer
San Ramon Corporate Office
• Registered PE: CA 38266
• Registered SE: S3134
• +3 Additional Licenses in
Washington and Arizona
• 40 Years Industry Experience
Keith Ma, PE, SE
Structural Plan Review Engineer
San Ramon Corporate Office
• Registered PE: CA 364767
• Registered SE: 5065 • 14 Years Industry Experience
Lily Rong, PE, SE
Structural Plan Review Engineer
South San Francisco Regional Office
• Registered PE: CA 76434
• Registered SE: 6469
• 20+ Years Industry
Experience
Sekhar Tatapudy
Senior MEP Plans Examiner
San Ramon Corporate Office
• Masters of Business
Administration
• Bachelor of Science
Mechanical Engineering
• 37+ Years Industry
Experience
• 14+ Years Bay Area Plan
Check Experience
George Williams, MCP, CBO
Senior MEP Plans Examiner
Sandy Regional Office
• ICC Master Code Professional
• ICC Certified Building Official
• ICC Plumbing Code Specialist
• ICC Mechanical Code
Specialist
• + 29 Additional Certifications
• 21 Years Industry Experience
Doug Smith, MCP, CBO
Sr. Electrical Plans Examiner
Layton Regional Office
• ICC Master Code Professional
• ICC Certified Building Official
• Electrical Plans Examiner
• +12 Additional Certifications
• 21 Years Industry Experience
Noel Mendoza
Building Plan Review Engineer
San Ramon Corporate Office
• Bachelor of Civil Engineering
• Engineer in Training
Certification
• ICC Building Plans Examiner
• 8+ Years Industry Experience
Qualifications and Experience (Continued)
Packet Page 271
Teaming with Your Community to Make a Difference | www.WC-3.com 11 PLAN REVIEW SERVICES (Continued)
Souad Maghrbi
Building Plans Examiner
San Ramon Corporate Office
• Bachelor of Science in
Engineering
• ICC CA Building Plans Examiner
• 20+ Years Industry
Experience
Craig Hanson
Fire Protection Specialist
Meridian Satellite Office
• BA: Bachelor of Arts
• AS: Applied Science
• Fire Protection Specialist
• IFSAC Fire Inspector
• Fire & Life Safety Plan Review
• 29+ Years Industry
Experience

INSPECTION SERVICES
H. Joe Rossbach, MCP, CBO
Building Inspection Supervisor
Sr. Building Inspector / Plans Examiner
South San Francisco Regional Office
• ICC Master Code Professional
• ICC Certified Building Official
• ICC Commercial Bldg. Inspector
• ICC Building Plans Examiner
• 28 Additional Certifications
• 31 Years Industry Experience
Additional staff for Inspection Services will be presented for review at the time of request.

MISCELLANEOUS SUPPORT SERVICES
WC3 has great capacity to assist with Miscellaneous Support Services including, but not limited to: Permit Technician, Fire Sprinkler Review, Interim Building Official, and Staff Augmentation. Staff not included in this chart will be presented for review and approval at time of request.

In addition to the staff members proposed, supplemental certified staff is available for support to the project.

These staff members will be presented to the City for review at time of request.

Qualifications and Experience (Continued)
Packet Page 272
Teaming with Your Community to Make a Difference | www.WC-3.com 12 Relevant Project Experience
Our professional team has experience reviewing various construction types and occupancies, including schools, community developments, retail establishments and tenant improvements, as well as more larger-scaled industrial and commercial projects. The following represents a sampling of notable projects displaying WC3’s diverse expertise and experience similar in scope to those identified in the RFQ for the City of Seaside. Throughout each project our team applied a comprehensive understanding of multiple building codes and worked cohesively with design teams to help resolve code issues. All project schedules were adhered to and all project work was completed on time.

MENLO PARK RECREATION CENTER
Occupancy: A-3, B, S Year: 2021 - Ongoing
Location: Menlo Park, CA Valuation: $45 Million
Remodel of the current complex which includes a fitness center, a senior center, the Onetta Harris Community Center, Kelly Park, a pool and a youth center. The new plan is to consolidate the indoor uses into a new 38,268 SF building, with an added library and lots of flexible space. Scope includes full plan review and deferrals.

Chuck Andrews | (650) 330-6704 | [email protected]

MILLBRAE RECREATION CENTER
Occupancy: A-3 Year: 2020-Ongoing
Location: Millbrae, CA Valuation: $45 Million
The scope of work involves full plan review and deferrals. Projects consists of a new 24,193 SF. community center and associated landscaping improvements. The proposed community center is to be a (2) story type III-B structure that is fully sprinklered throughout. The building will include a guest community room with full-service kitchen, lobby, staff area, game room, fitness and wellness studio, and preschool. The second floor will have a senior lounge, art classroom, conference rooms, and additional classrooms.

Val Mandapat | (650) 259-2403 | [email protected]

GATEWAY AT MILLBRAE STATION DEVELOPMENT
Occupancy: R-2, S-2, A-3, M Year: 2020-Ongoing
Location: Millbrae, CA Valuation: $188 Million
Gateway at Millbrae Station is a neighborhood-defining community delivering quality spaces for people to live, work, shop, and dine. The transit oriented project located east of the Millbrae Intermodal Station entails a 6-story mixed-use building consisting of retail, lab and office spaces. The site also includes a 2-story parking garage, 400 residential homes and a hotel. WC3 provided various plan review services of the original and revised construction documents and is also providing building inspection services.

Val Mandapat | (650) 259-2403 | [email protected] Project Summary
Packet Page 273
Teaming with Your Community to Make a Difference | www.WC-3.com 13 Project Summary (Continued)

COMMUNITY CIVIC CAMPUS
Occupancy: A-2, A-3, B, S-2 Year: 2019 - Ongoing
Location: South San Francisco, CA Valuation: $210 Million A forward thinking civic presence for the City of South San Fransisco that will include multi-functional, multi-user and interactive facilities. Built in three phases the project will include a police facility, library, parks and recreation center, community theater, city council chamber, parking garage and fire station.

Phillip Perry | (650) 829-6670, x6675 | [email protected] YOUTUBE GLOBAL HEADQUARTERS | PHASE 1 & PHASE 2
Occupancy: Varies Year: 2017-Ongoing
Location: San Bruno, CA Valuation: Varies
WC3 has performed various projects across a variety of building types and structures for the online video company, YouTube. Project scope for a planned decade-long expansion and redevelopment of the global headquarters with four new buildings will ultimately include two phases. WC3 has
performed plan reviews associated with building and fire life safety, as well as review of systems for fire alarms, sprinklers, two-way communication, emergency responder and more.

Darcy Axiaq | (650) 616-7020 | [email protected]

GATEWAY OF PACIFIC CAMPUS
Occupancy: B, A-3, L, S, H Year: 2018 - Ongoing
Location: South San Francisco, CA Valuation: Varies
Gateway of Pacific is a landmark, delivering premier laboratory and office space at the front door to South San Francisco’s flourishing biotechnology community. This fully-integrated 2.2M SF (36 acre) campus features 10 distinct and robust buildings within an active, urban-park setting. WC3 has performed a multitude of projects in the civil, fire and life safety, fire systems and building plan review disciplines for this multi-phase development.

Ongoing projects continue to this day in all disciplines associated with tenant improvements, research labs, office space and new construction.

Phillip Perry | (650) 829-6670, x6675 | [email protected]

CODEXIS LAB & OFFICE RENOVATIONS
Occupancy: B Year: 2018 - Ongoing
Location: San Carlos, CA Valuation: $9 Million
Since 2018, WC3 has had the opportunity to perform plan review services and associated inspections for the City of San Carlos and the biotechnology firm, Codexis. Most recently, projects involve the preliminary review, fire life safety review and complete plan review for the new tenant improvements associated with the firm’s move to San Carlos’ 8-acre Alexandria District for Science and Technology with two 6-story, 265,000 sf warm shell R&D office buildings. Codexis will occupy approximately 50% of the first two floors of Building A with a small space for hazardous storage as well as assembly space.

Christopher Valley | (650) 802-4262 | [email protected] Packet Page 274
Teaming with Your Community to Make a Difference | www.WC-3.com 14 Project Summary (Continued)

CULTURAL ARTS CENTER
Occupancy: A-3 Year: 2021
Location: Dublin, CA Valuation: $11.8 Million
This project entails the conversion of old Police Department space of the Civic Center into a Cultural Arts Center. Reviews were performed for the design and improvement of approximately 13,000 SF on the first floor. The space will serve as a multi-use facility that affords cultural, educational and social opportunities for the community and includes an art gallery, a Black Box theater, multi-purpose classrooms, indoor/outdoor art yard, dance studio, and more.

Gregory Shreeve, Sr. | (925) 833-6620 | [email protected] FIRE STATION #6
Occupancy: Varies Year: 2018-2021
Location: City of Hayward, CA Valuation: $52 Million
In partnership with Chabot-Las Positas Community College District, the City of Hayward will develop a new regional center for firefighter, paramedic, rescue, and emergency response education and training. WC3 performed complete plan reviews for the nine planned buildings as well as above ground storage tanks. Construction began in 2020 and is expected to be completed in the Fall of 2022.

Omar Noorzad | (510) 583-4313 | [email protected]

EMERYSTATION WEST AT THE TRANSIT CENTER
Occupancy: L, B, A-3 & S-2 Year: 2014-2020
Location: Emeryville, CA Valuation: $64 Million
WC3 was pleased to facilitate all construction document control, plan review, inspection services, in-house staff augmentation, as well as the deferred submittals and plan revisions for exciting new bio-medical facility.

EmeryStation West is a new 265,000 square foot, world-class laboratory, medical, office and transit project. WC3 has also been pleased to perform many similar services in association with the interior improvements for leasing tenants.

Victor Gonzales | (510) 596-4310 | [email protected] HAYWARD 21ST CENTURY LIBRARY
Occupancy: A, B, M Year: 2015-2019
Location: City of Hayward, CA Valuation: Unknown
Project included complete review of the demolition of an existing parking long and site elements to build a future 3-story, type IIA library structure with an atrium. The 57,600+ square foot building features multiple community rooms with a retail shop on the ground floor. WC3 was responsible for building and smoke control plan review.

Omar Noorzad | (510) 583-4313 | [email protected] Packet Page 275
Teaming with Your Community to Make a Difference | www.WC-3.com 15 > City of Dublin
Gregory Shreeve
Building Official
100 Civic Plaza
Dublin, CA 94568
[email protected]
(916) 835-6628
Services: 2013 to Present
Building Plan Review,
Staff Augmentation
> City of Emeryville
Chadrick Smalley
Community Development Director
1333 Park Ave
Emeryville, CA 94608
[email protected]
(510) 596-4355
Services: 2006 to Present
Building Plan Review, Inspections,
Front Counter Support,
Code Enforcement
> City of Pleasanton
Robert Queirolo, CBO
Chief Building Official
200 Old Bernal Avenue
Pleasanton, CA 94566
[email protected]
(925) 931-5310
Services: 2013 to Present
Building/Fire Plan Review, Building/Fire Inspection Services, Front Counter Support
References
WC3 is dedicated to providing our clients with excellent customer service and has been providing building and fire plan check as well as inspection services to municipalities for more than a decade. Our portfolio is comprised of a variety of intricate projects, serving jurisdictions of all sorts and size. The following partial list highlights clients similar to the City of Seaside, all of whom may be contacted as a reference. > City of South San Francisco
Erik Rietdorf Perry
Interim Chief Building Official
315 Maple Ave.

South San Francisco, CA 94080
[email protected]
(650) 829-6685
Services: 2014 to Present
Building/Fire Plan Review,
Inspections, Staff Augmentation
> City of San Bruno
Darcy Axiaq
Chief Building Official
567 El Camino Real
San Bruno, CA 94066
[email protected]
(650) 616-7020
Services: 2014 to Present
On Call Plan Review, Inspections,
Staff Augmentation
> City of San Carlos
Christopher Valley, CBO
Chief Building Official
600 Elm St
San Carlos, CA 94070
[email protected]
(650) 802-4262
Services: 2014 to Present
Building/Fire Plan Review,
Development Review, Inspections,
Staff Augmentation
> City of Hayward
Omar Noorzad
Building Official
777 B St
Hayward, CA 94541
[email protected]
(510) 583-4313
Services: 2015 to Present
Building Plan Review, Fire Plan
Review, Staff Augmentation,
Inspections
> City of Cupertino
Sean Hatch, CBO
Chief Building Official
10300 Torre Ave.

Cupertino, CA 95014
[email protected]
(408) 777-3231
Services: 2013 to Present
Building Plan Review,
Electronic Document
Management and Support
References
> City of Redwood City
Christina McTaggart
Chief Building Official
1017 Middlefield Rd.

Redwood City, CA 94063
[email protected]
(650) 780-7350
Services: 2011 to Present
Building/Fire Plan Review,
Fire Marshal, Fire Inspections
Packet Page 276
Teaming with Your Community to Make a Difference | www.WC-3.com 16 Giyan Senaratne 17
Donald Zhao 18
Eric Schneiderjohn 19
Zahra Fattah 20
Curtis Hume 21
Keith Ma 22
Lily Rong 23
Order of Resumes:

Sekhar Tatapudy 24
George Williams 25
Doug Smith 26
Noel Mendoza 27
Souad Maghrbi 28
Craig Hanson 29
Joe Rossbach 30
Appendix - Resumes
Packet Page 277
17 Packet Page 278
18 Packet Page 279
19 Packet Page 280
20 Packet Page 281
21 Packet Page 282
22 Packet Page 283
23 Packet Page 284
24 Packet Page 285
25 Packet Page 286
26 Packet Page 287
27 Packet Page 288
28 Packet Page 289
29 Packet Page 290
30 Packet Page 291
Meeting Date: x/xx/xx
Item #: X.X.

RESOLUTION NO. 24-XX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SEASIDE ADOPTING 4LEAF, INC., CSG CONSULTANTS, SHUMS CODA ASSOCIATES, TRB+ASSOCIATES AND WEST COAST CODE CONSULTANTS TO PROVIDE ONCALL BUILDING AND SAFETY SERVICES WHEREAS, In March 2024, the City entered into a Professional Services Agreement with West Coast Code Consultants, Inc., for $100,000.00, to provide specialized comprehensive building and safety services to the Building and Code Enforcement Department.

WHEREAS, Specialized comprehensive plan check services requires staff with specialized knowledge and expertise in various areas of design and construction related to building code standards. These areas include but are not limited to architectural, structural, fire-safety, accessibility/CASp (Certified Access Specialist), energy, mechanical, electrical and plumbing.

WHEREAS, West Coast Code Consultants, Inc. is providing comprehensive plan check services to the City for the Grand Hyatt Seaside Resort project WHEREAS, West Coast Code Consultants, Inc.'s current invoice in the amount of $209,271.87, for comprehensive plan check services exceeds the contract amount of $100,000.00 and an amendment to West Coast Code Consultants, Inc. contract is required to pay invoice.

WHEREAS, All actual costs for Building and Code Enforcement Department plan check services are reimbursable by the Developer, KDG Capital, LLC, per an existing Reimbursement Agreement.

NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Seaside does hereby approve the City Manager to execute an amendment to the professional services agreement with West Coast Code Consultants, Inc., in the amount of $209,271.87 for Comprehensive Plan Check services for the Grand Hyatt Seaside Resort Project for a total contract amount of $309,271.87.

PASSED AND ADOPTED at a regular City Council meeting of the City Council of the City of Seaside duly held on the 15th day of September, 2024, by the following vote:

AYES: COUNCIL MEMBERS
NOES: COUNCIL MEMBERS
ABSENT: COUNCIL MEMBERS
Packet Page 292
-2
ABSTAIN: COUNCIL MEMBERS
APPROVED:
_______________________________
Ian N. Oglesby, Mayor
ATTEST:
______________________________
Dominique L. Davis, City Clerk
APPROVED TO FORM:
______________________________
Sheri L. Damon, City Attorney
Packet Page 293
CONTRACT AMENDMENT #1

PROFESSIONAL SERVICES
City of Seaside