Agenda Item A.
MINUTES
SELMA CITY COUNCIL
REGULAR MEETING
October 3, 2022
Selma City Council Chambers
1710 Tucker Street
Selma, CA 93662
Pursuant to AB 361 and Government Code Section 54953, the meeting was held remotely and the Public had the option to call +1 301 715 8592 ID: 891 6864 5005 to provide comments on agenda items. The Council Chamber was open for the public as well.
The regular meeting of the Selma City Council was called to order at 6:00 p.m. in the Council Chambers. Council members answering roll call were: Guerra, Mendoza-Navarro, Trujillo, Mayor Pro Tem Cho and Mayor Robertson.
INVOCATION: Pastor Franco Atkinson of the First Southern Baptist Church led the invocation. Mayor Robertson requested a moment of silence for Ms. Dori Moya.
ORAL COMMUNICATIONS: Pastor Marty Lynch and Andrea Trevino provided public comments.
CERTIFICATE OF RECOGNITION: Council Member Trujillo presented a Certificate of Recognition to Gary and Nina Marshall. He thanked the owners of Pizza Planet / Video World for their countless support to youth sports and fundraising efforts for over thirty years in the community and wished them well in their retirement.
The Public Works Department Update on Drought Impact to City Park Facilities was pulled and will be heard at a later due to a staff conflict.
CONSENT CALENDAR: Mayor Robertson requested to pull agenda item 1.b., and Council member Guerra requested to pull agenda item 1.d., for separate discussion. Council member Guerra motioned to approve the remainder of the Consent Calendar as written. The motion was seconded by Council member Mendoza-Navarro and carried unanimously. a. 2022-91R CONSIDERATION OF A RESOLUTION AUTHORIZING THE CITY
TO CONTINUE WITH TELECONFERENCED PUBLIC MEETINGS
PURSUANT TO ASSEMBLY BILL 361
b. 2022-92R CONSIDERATION OF A RESOLUTION AUTHORIZING THE CITY
MANAGER TO EXECUTE THE FIRST AMENDMENT TO THE
GOLDEN STATE CORRIDOR COOPERATIVE AGREEMENT
Mayor Robertson pulled this item for separate discussion. Public comment was received by Pastor Marty Lynch. After Council discussion, motion was made by Council member Guerra and seconded by Council member Mendoza-Navarro, to approve RESOLUTION NO. 2022-92R, AUTHORIZING THE CITY MANAGE TO EXECUTE THE FIRST
AMENDMENT TO THE GOLDEN STATE CORRIDOR COOPERATIVE
September 18, 2023 Council Packet Page 1
AGREEMENT. The motion passed unanimously.
c. 2022-93R CONSIDERATION OF A RESOLUTION AUTHORIZING CITY
MANAGER TO EXECUTE THE SECOND AMENDMENT TO THE
LEASE FOR THE CENTRAL VALLEY TRAINING CENTER
PROGRAM IN THE CITY OF SELMA
d. Approved CONSIDERATION OF THE CHECK REGISTER DATED
SEPTEMBER 26, 2022
Council member Guerra pulled this item for separate discussion. After discussion, motion was made by Council member Guerra and seconded by Mayor Pro Tem Cho to approve the CHECK REGISTER AS PRESENTED. The motion passed unanimously.
CONSIDERATION OF A RESOLUTION APPROVING THE COLLECTIVE
PARTNERSHIP AGREEMENT WITH THE CALIFORNIA COMMUNITY
ECONOMIC RESILIENCE FUND (CERF) FOR THE CENTRAL SAN JOAQUIN
VALLEY REGION
City Manager Santillan introduced Ms. Karen Esteves, who stepped forward and provided a PowerPoint presentation regarding this item.
After Council discussion, a motion was made by Council member Guerra and seconded by Council member Mendoza-Navarro to approve RESOLUTION NO. 2022-94R
AUTHORIZING THE CITY MANAGER TO EXECUTE THE VALLEY CERF COLLECTION PARTNERSHIP AGREEMENT LETTER. The motion passed unanimously. It was also stated that the presentation would be placed on the website.
CONSIDERATION OF A RESOLUTION AUTHORIZING AN AGREEMENT WITH
COP-LOGIC TO UTILIZE DORS (DESK OFFICER REPORTING SYSTEM) TO
CREATE AN ONLINE REPORTING SYSTEM FOR THE POLICE DEPARTMENT Police Chief Alcaraz discussed the reporting system for Council. Public comment was received from Ms. Theresa Salas, Mr. Mark Dudley, and Pastor Marty Lynch. After discussion, motion was made by Council member Guerra and seconded by Mayor Pro Tem Cho to approve RESOLUTION NO. 2022-95R, APPROVING AND
AUTHORIZING THE CITY MANAGER TO EXECUTE AN AGREEMENT
BETWEEN COP LOGIC USING THEIR DORS (DESK OFFICER REPORTING
SYSTEM) AND THE CITY OF SELMA TO CREATE AN ONLINE REPORTING SYSTEM. The motion carried unanimously.
RECESS: At 7:02 p.m., Mayor Robertson called for a short break in the meeting. The meeting then reconvened at 7:09 p.m.
UPDATE FROM CHIEF OF POLICE REGARDING SELMA POLICE
DEPARTMENT’S BODY-WORN CAMERA PROGRAM
Police Chief Alcaraz updated Council on the status of the body worn camera program and advised that the City has applied for a grant regarding body worn cameras. Public comment September 18, 2023 Council Packet Page 2
was received from Mrs. Rose Robertson and Ms. Jasmin Plaza. After Council discussion, it was stated that this is an information item only, and no action from Council is requested.
STATUS UPDATE TO COUNCIL REGARDING SELMA-KINGSBURG- FOWLER
COUNTY SANITATION DISTRICT GENERAL MANAGER RECRUITMENT
City Manager Santillan reported that this was a Council request from Council member Trujillo. Council member Trujillo requested information and updates regarding the recruitment of the Selma-Kingsburg-Fowler (SKF) General Manager. City Attorney Yanez provided clarification on the criteria of a public records request. Council member Guerra provided an update on the current recruitment process. At this point in the meeting, there was further discussion on the recruitment process, development project timelines and updates as they relate to Selma-Kingsburg-Fowler County Sanitation.
UPDATE REGARDING JOLISSA FUENTES FUNDRAISER SPECIAL EVENT FEE WAIVER
Community Services Director Smart provided Council with an update on the recent special event. Public comment was received from Mark Dudley who advised that the reward had increased to $20,000 for missing person Jolissa Fuentes.
PUBLIC HEARING TO INTRODUCE AN ORDINANCE TO ESTABLISH THE
SELMA DOWNTOWN BUSINESS IMPROVEMENT DISTRICT PURSUANT TO THE PARKING AND BUSINESS IMPROVEMENT AREA LAW OF 1989
Community Services Director Smart discussed the process of establishing the Downtown Business Improvement District. Mayor Robertson opened the public hearing at 7:45 p.m.
There being no comments in favor of or in opposition to this ordinance, the public hearing was closed at 7:46 p.m. After discussion, motion was made by Council member Guerra and seconded by Council member Mendoza-Navarro to INTRODUCE THE FIRST READING OF ORDINANCE 2022-06 ESTABLISHING THE SELMA DOWNTOWN BUSINESS IMPROVEMENT DISTRICT, AS INTRODUCED BY RESOLUTION 2022-63R ON JULY 18, 2022. The motion passed unanimously.
CONSIDERATION OF A RESOLUTION APPROVING THE APPLICATION FOR
COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) FUNDING FOR
FISCAL YEAR 2023-2024
Deputy City Manager Terry discussed the application process for the Fresno County Community Development Block Grant. Mayor Robertson opened the public hearing at 7:54 p.m. There being no public comments, he closed the hearing at 7:55 p.m.
Motion was made by Council member Guerra and seconded by Mayor Pro Tem Cho to approve RESOLUTION 2022-96R APPROVING THE APPLICATION FOR
COMMUNITY DEVELOPMENT BLOCK GRANT FUNDING FOR FISCAL YEAR 2023- 2024. The motion passed unanimously.
DEPARTMENTAL REPORTS: City Manager Santillan reported that he received an update from California Water Service Company thanking the community for conserving water. He announced the appointment of the new Deputy City Manager, Jasmine Baines; and reported September 18, 2023 Council Packet Page 3
on the successful passage of Assembly Bill 2780, which will assist with the Enhanced Infrastructure Financing Districts.
Deputy City Manager of Development Services Terry advised that the Waste Management cleanup is scheduled and noted that the fall banners and the Band Festival banners are starting to go up in the downtown area.
Community Services Director Smart reported on the upcoming Fresno County Health Department Flu Vaccination event, Senior Center Halloween dance, Senior Center day at the Fresno Fair, and advised that the Seniors will be participating in the Band Festival. She also reported on the Shafer Park bathroom project, and the upcoming play at the Arts Center.
Police Chief Alcaraz provided an update on a recent investigation and advised on the Coffee with the Cop event that will be held at the Senior Center.
COUNCIL REPORTS: Council member Mendoza-Navarro reported on the Share the Love event and the Women's Fashion Show event. She thanked City Manager Santillan, Council member Trujillo and the CrisCom Company on their work with the passage of Assembly Bill 2780, Enhanced Infrastructure Financing District.
Council member Trujillo congratulated the Chamber of Commerce for their Rib Cook Off event and the Lions Club on their recent event. He also discussed the successful passage of Assembly Bill 2780.
Council member Guerra reported on providing a local government presentation to second graders and attending the American Cancer Society event. Council member Guerra requested a future agenda item, authorizing the City Manager to coordinate a meeting with the School Board and the Healthcare District Board.
Mayor Pro Tem Cho reported on attending the following: PAC fights fundraiser event, fundraising event for the 559 mural projects; and the Chamber of Commerce Rib Cook Off event. She also announced the upcoming Lions Chili Verde fundraising dinner.
Mayor Robertson requested a future agenda item to discuss legislative funding requests. He thanked staff for their hard work with Assembly Bill 2780 and reported on attending the following: American Cancer Society event, Cemetery District board meeting, Fresno Council of Governments meeting and the Fresno County Rural Transit meeting. He also discussed the catalytic converter bill that was recently passed.
ORAL COMMUNICATIONS: Public comments were received from Ms. Theresa Salas and Mrs. Rose Robertson.
ADJOURNMENT: There being no further business, Mayor Robertson adjourned the meeting at 8:32 p.m.
Respectfully submitted,
Reyna Rivera
City Clerk
September 18, 2023 Council Packet Page 4
CITY MANAGER’S/STAFF’S REPORT
COUNCIL MEETING DATE: September 18, 2023
__________________________________________________________________________ ITEM NO: B.
SUBJECT: Consideration of a Resolution Approving Final Acceptance and Notice of Completion for the Barbara Street Reconstruction Project ______________________________________________________________________________ BACKGROUND: The Barbara Street Reconstruction Project (“Project”) is located along Barbara Street between Wright Street and Mulberry Street. The Project included the complete removal and reconstruction of the paved street surface. A portion of concrete curbs, gutters, and valley gutters were removed and replaced to improve stormwater drainage. Portions of public sidewalks and several curb ramps were removed and replaced to address accessibility issues. The Project was awarded to and completed by R. J. Berry Jr., Inc.
DISCUSSION: The Public Works and Engineering Department is requesting that the City Council approve the Notice of Completion for the Project. All work has been completed, has met all design standards, and has been approved by the City Engineer.
FISCAL IMPACT: No Fiscal Impact.
______________________________________________________________________________ RECOMMENDATION: Approve the Notice of Completion for the Barbara Street Reconstruction Project and authorize the City Manager to execute the required documents. ______________________________________________________________________________ ____________/s/_______________________ September 13, 2023_______ David Horn Date
City Engineer
____________/s/_______________________ September 13, 2023_______ Jerome Keene Date
Deputy City Manager
____________/s/_______________________ September 13, 2023_______ Fernando Santillan Date
City Manager
September 18, 2023 Council Packet Page 5
RESOLUTION NO. 2023-__
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SELMA,
CALIFORNIA APPROVING FINAL ACCEPTANCE AND NOTICE OF
COMPLETION FOR THE BARBARA STREET RECONSTRUCTION PROJECT WHEREAS, Don Berry Construction, Inc., a California Corporation, has completed the work for the Barbara Street Reconstruction Project; and, WHEREAS, the Contract Public Works Inspector has inspected the improvements required by the City and all improvements required have been completed; and, WHEREAS, the City Engineer recommends acceptance of Barbara Street Reconstruction Project and requests City Council to authorize the City Engineer to record the Notice of Completion for the project.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Selma hereby finds, determines, and declares the following:
1. The above recitals are true and correct;
2. City Council accepts the Barbara Street Reconstruction Project and authorize the City Engineer to record the Notice of Completion.
3. Severability. The provisions of this Resolution are severable and if any provision, clause, sentence, word or part thereof is held illegal, invalid, unconstitutional, or inapplicable to any person or circumstances, such illegality, invalidity, unconstitutionality, or inapplicability shall not affect or impair any of the remaining provisions, clauses, sentences, sections, words or parts thereof of the Resolution or their applicability to other persons or circumstances.
4. Effective Date. That the City Clerk shall certify to the adoption of this Resolution and that the same shall be in full force and effect.
The foregoing Resolution was approved and adopted at a regular meeting of the City Council of the Cityof Selma held on the 18th day of September 2023 by the following vote:
AYES: COUNCIL MEMBERS:
NOES: COUNCIL MEMBERS:
ABSTAIN: COUNCIL MEMBERS:
ABSENT: COUNCIL MEMBERS:
(Signatures on the following page)
September 18, 2023 Council Packet Page 6
____________________________
Scott Robertson
Mayor
ATTEST:
_______________________________
Reyna Rivera
City Clerk
September 18, 2023 Council Packet Page 7
Recording Requested By
City of Selma
- - - - - - - - - - - - - - - - -
When Recorded Return To:
City of Selma - City Clerk
1710 Tucker Street
Selma, CA 93662
THIS SPACE IS FOR RECORDING INFORMATION ONLY
NOTICE OF COMPLETION
(UNDER SECTION 1187 C.C.P.)
NOTICE IS HEREBY GIVEN that the undersigned, City of Selma, a Municipal Corporation, is the owner of the real estate situated in the City of Selma, County of Fresno, State of California, and described as follows, to-wit:
Barbara Street Reconstruction;
That the address of said owner is City Hall, 1710 Tucker Street, Selma, California; That the nature of the title of the owner to said real estate is that of fee simple and/or easement; That the name of the Contractor is R.J. Berry Jr., Inc., 2020 High Street, Suite B, PO Box 468, Selma, CA 93662;
That on the 13th day of September, 2023, the Contract for the work on the above-described property was actually completed.
By: _______________________________
Fernando Santillan, City Manager
Owner
I, Fernando Santillan, being duly sworn says:
That I am the agent of the Owner of the property described in the foregoing Notice; that I have read the foregoing Notice and know the contents thereof, and that the same is true of my own knowledge.
CITY OF SELMA, a Municipal Corporation
By:_____________________________
Fernando Santillan City Manager
State of California Owner
County of Fresno
On September 21, 2023, before me, Reyna Rivera, City Clerk, personally appeared Fernando Santillan, City Manager, who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under laws of the State of California the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
___________________________
Reyna Rivera, Selma City Clerk
(Acknowledgment taken by City Clerk pursuant to California Civil Code Section 1181) A notary public or other officer completing this
certificate verifies only the identity of the
individual who signed the document to which this
certificate is attached, and not the truthfulness,
accuracy, or validity of that document."
A notary public or other officer completing this
certificate verifies only the identity of the
individual who signed the document to which this
certificate is attached, and not the truthfulness,
accuracy, or validity of that document."
September 18, 2023 Council Packet Page 8
September 18, 2023 Council Packet Page 9
September 18, 2023 Council Packet Page 10
CITY MANAGER’S/STAFF’S REPORT September 18, 2023
CITY COUNCIL MEETING DATE: ___________________________
ITEM NO: C.
SUBJECT: Consideration of a Resolution Declaring Surplus and Sale, Donation or Disposal of City Property
DISCUSSION: Multiple City departments are requesting the City Council’s approval to declare as surplus the vehicles and equipment list below and to authorize the sale, donation or disposal of said vehicles and equipment. Given the age, mileage and general condition of these vehicles and equipment, the use of these vehicles and equipment are no longer costeffective for the City or are safe to deploy for the use of public safety.
RECOMMENDATION: Adopt a Resolution declaring the equipment and vehicles on the Exhibit as surplus, and authorize the sale, donation or disposal of the vehicles and equipment.
__________/s/________________________________ 09/11/2023___ Jordan Webster, Fire Chief Date
__________/s/________________________________ 09/11/2023___ Fernando Santillan, City Manager Date
Unit
# Dept. Year Use
Unit
Description License Vin/Serial # Notes
4626 5300 2021
Public
Works
Backpack
Blower N/A 528725316
Blown
Carburetor
4619 5300 2017
Public
Works
Backpack
Blower N/A 511289687
Blown
Carburetor
4618 5300 2017
Public
Works
Backpack
Blower N/A 510219470 Blown Motor
227 2200 2013
Police
Department Chevy Impala 6YWN740 2G1WA5E30D1162169 Engine Failure 8653 2525 1995
Fire
Operations
Ladder Truck
110-Spartan
LTI E12927 4S7AT9U01SC014418
Out of Service/
Unable to obtain
parts
September 18, 2023 Council Packet Page 11
RESOLUTION NO. 2023 – __R
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SELMA,
CALIFORNIA, DECLARING CERTAIN VEHICLES AND EQUIPMENT SURPLUS
AND AUTHORIZING THEIR SALE, DONATION, OR DISPOSAL
WHEREAS, in accordance with the provisions of Government Code Section 37350, the City is permitted to dispose of personal property for the common benefit; and WHEREAS, the City desires to declare certain vehicles and equipment to be surplus.
A description of said equipment is attached hereto as “Exhibit A”.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SELMA
HEREBY FINDS, DETERMINES AND RESOLVES AS FOLLOWS:
Section 1. The City Council finds that the above recitals are true and correct and are incorporated herein by reference.
Section 2. Given the age and condition of the various vehicles and equipment set forth in Exhibit A, said vehicles and equipment has become obsolete and replaced with new, reliable vehicles and equipment, the City Council hereby declares the various vehicles and equipment as surplus property.
Section 3. The City Manager is hereby directed to sell, donate or dispose of the surplus vehicles and equipment, and take all actions necessary to effectuate the direction set forth in this Resolution.
Section 4. Severability. The provisions of this Resolution are severable and if any provision, clause, sentence, word or part thereof is held illegal, invalid, unconstitutional, or inapplicable to any person or circumstances, such illegality, invalidity, unconstitutionality, or inapplicability shall not affect or impair any of the remaining provisions, clauses, sentences, sections, words or parts thereof of the Resolution or their applicability to other persons or circumstances.
Section 5. Effective Date. That the City Clerk shall certify to the adoption of this Resolution and that the same shall be in full force and effect.
PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Selma on this 18th day of September 2023, by the following roll call vote:
AYES: COUNCIL MEMBERS:
NOES: COUNCIL MEMBERS:
ABSTAIN: COUNCIL MEMBERS:
ABSENT: COUNCIL MEMBERS:
_____________________________
ATTEST: Scott Robertson, Mayor
________________________
Reyna Rivera, City Clerk
September 18, 2023 Council Packet Page 12
Exhibit A Surplus Items – 09-18-2023
Unit
# Dept. Year Use
Unit
Description License Vin/Serial # Notes
227 2200 2013 Police
Chief CHEVY IMPALA 6YWN740 2G1WA5E30D1162169 Engine Failure 4626 5300 2021 Parks
BACKPACK
BLOWER-STIHL
BR800
N/A 528725316 Blown
Carburetor
4618 5300 2017 Parks
BACKPACK
BLOWER-STHIL
BR700
N/A 510219470 Blown Motor
4619 5300 2017 Parks
BACKPACK
BLOWER-STIHL
BR700
N/A 511289687 Blown
Carburetor
8653 2525 1995 Fire
Operations
LADDER TRUCK
110-SPARTAN
LTI
E12927 4S7AT9U01SC014418
Out of
service/Unable
to obtain parts
September 18, 2023 Council Packet Page 13
CHECK
NUMBER
CHECK
DATE STATUS VENDOR NAME CHECK DESCRIPTION CATEGORY AMOUNT 82367 08/10/23 Printed U.S. BANK CORPORATE PMT SYSTEM ADMIN -CALCARD CHARGES 6/23 -7/24/23 PARTIAL R 85,531.09 82368 08/10/23 Printed U.S. BANK EQUIPMENT FINANCE ADMIN -COPY MACHINE LEASES AUGUST 2023 2,610.31 82369 08/10/23 Printed UNDERGROUND SERVICE ALERT PW -CA STATE REGULATORY FEE 7/1/23-6/30/24 1,959.32 82370 08/10/23 Printed JAZMIN VALDEZ ART C -ON YOUR FEET COSUTME ASSISTANT 150.00 82371 08/10/23 Printed MIA VASQUEZ PD -DISPATCH ACADEMY TRAINING PER DIEM 8/7-8/25/23 R 225.00 82372 08/10/23 Printed VERIZON FD -VEHICLE TRACKING JULY 2023 94.75 82373 08/10/23 Printed VERIZON WIRELESS ADMIN -TELEPHONE/MDT'S 6/19/23-7/18/23 1,344.11 82374 08/10/23 Printed WASTE MANAGEMENT-USA WASTE FIN -GARBAGE JULY 2023 140,678.50 82375 08/10/23 Printed WILLDAN ENGINEERING BLDG -INSPECTOR SERVICES THROUGH 6/30/23 18,495.00 82376 08/10/23 Printed MARYANN YANNI PD -DISPATCH ACADEMY TRAINING PER DIEM 8/7-8/25/23 R 225.00 82377 08/24/23 Printed ACTION TOWING AND DIVE TEAM PD -EVIDENCE TOWING JULY 2023 474.00 82378 08/24/23 Printed ADVENTIST HEALTH TULARE PD -BLOOD/ALCOHOL ANALYSIS JULY 2023 235.00 82379 08/24/23 Printed RUDY ALCARAZ PD -CHIEF'S EXECUTIVE WORKSHOP TRAINING PER DIEM 9/5-9/8/23 195.00 82380 08/24/23 Printed AT&T ADMIN -TELEPHONE AUGUST 2023 46.37 82381 08/24/23 Printed AT&T FIN -CVTC INTERNET SERVICE 8/6-9/5/23 R 148.75 82382 08/24/23 Printed AT&T FIN -INTERNET FOR WEED & SEED 8/11-9/10/23 84.89 82383 08/24/23 Printed AT&T ADMIN -TELEPHONE 7/4-8/3/23 110.51 82384 08/24/23 Printed AT&T ADMIN -TELEPHONE 7/4-8/3/23 1,653.69 82385 08/24/23 Printed AT&T ADMIN -TELEPHONE 7/4-8/3/23 115.59 82386 08/24/23 Printed AT&T ADMIN -TELEPHONE 7/12-8/11/23 53.87 82387 08/24/23 Printed AT&T ADMIN -TELEPHONE 7/12-8/11/23 94.28 82388 08/24/23 Printed AT&T MOBILITY ADMIN -TELEPHONE/MDT'S 7/1/23-7/31/23 389.07 82389 08/24/23 Printed AT&T MOBILITY ADMIN -TELEPHONE/MDT'S 7/12/23-8/11/23 1,780.70 82390 08/24/23 Printed BENNY BACA / COOL AIR SPECIALTY PW -EXHAUST BLOWER REPAIR, NEW WALL MOUNT AT FIRE ADMIN,
MOTOR INSTALL AT ART C, FILTERS
14,250.00
82391 08/24/23 Printed FRED BARKER REC -COED SOFTBALL UMPIRE 2,457.00 82392 08/24/23 Printed BROADWAY LICENSING ART C -RIDE THE CYCLONE ROYALTY RIGHTS 5,605.00 82393 08/24/23 Printed JAY WESLEY BROCK / TOP DOG
TRAINING CENTER
PD -K9 MAINTENANCE 8/7/23 180.00
82394 08/24/23 Printed CALIFORNIA WATER SERVICE ADMIN -WATER SERVICE JULY 2023 22,736.85 82395 08/24/23 Printed TIM CANNON PD -CHIEF'S EXECUTIVE WORKSHOP TRAINING PER DIEM 9/5-9/8/23 195.00 82396 08/24/23 Printed ANN MARIE CARRIZALES PD -THE FIGHT AFTER THE FIGHT MOTIVATIONAL SPEAKER G 6,320.00 82397 08/24/23 Printed ROD CARSEY / ROD CARSEY
CONSULTING
BLDG -PLAN CHECKS JULY 2023 10,988.52
82398 08/24/23 Printed CENTRAL SANITARY SUPPLY, LLC. PW -JANITORIAL SUPPLIES 2,529.64 82399 08/24/23 Printed CENTRAL VALLEY LOCK & SAFE INC PW -KEYS FOR VARIOUS LOCATIONS 314.82 82400 08/24/23 Printed CISCO SYSTEMS CAPITAL CRP ADMIN -PHONE SYSTEM LEASE 1,375.84 82401 08/24/23 Printed COMCAST ADMIN -PD TO FCSO JULY 2023 708.50 82402 08/24/23 Printed COMCAST ADMIN -INTERNET SERVICE AUGUST 2023 833.77 82403 08/24/23 Printed COMCAST FD -INTERNET SERVICE 8/11/23-9/10/23 191.53 82404 08/24/23 Printed COOK'S COMMUNICATION CORP PD -PATROL UNIT OUTFITTING 22,179.76 82405 08/24/23 Printed CORE BUSINESS INTERIORS ADMIN -FINANCE OFFICE ADDITIONS 10,599.39 82406 08/24/23 Printed CORELOGIC SOLUTIONS LLC ADMIN -REALQUEST SERVICES JULY 2023 481.25 82407 08/24/23 Printed COUNTY OF FRESNO AUDITOR- COMM DEV -LAFCO BUDGET 2023/2024 7,198.24 82408 08/24/23 Printed CPCA PD -STRATEGIC & SUCCESSION PLANNING REGISTRATION, CRITICAL
CONSIDERATIONS FOR THE POLICE EXECUTIVE TRAINING
870.00
82409 08/24/23 Printed DEPARTMENT OF JUSTICE HR -FINGERPRINTING JULY 2023 260.00 82410 08/24/23 Printed EDITOR LLC ART C -WILLY WONKA JR VIDEO & PHOTOS 1,200.00 82411 08/24/23 Printed EMPLOYMENT DEVELOPMENT DEPT. FIN -UNEMPLOYMENT 4/1-6/30/23 5,436.00 82412 08/24/23 Printed EMPOWER SOLAR BLDG -REFUND PERMIT 23-403 158.04 82413 08/24/23 Printed FRESNO COUNCIL OF GOVERNMENTS ADMIN -MEMBERSHIP DUES 2023/24 7,502.31 82414 08/24/23 Printed FRESNO ECONOMIC OPPORTUNITIES SENIOR C -MEALS JULY 2023 2,448.60 82415 08/24/23 Printed FRESNO OXYGEN FD -OXYGEN RENTALS 227.25 82416 08/24/23 Printed RENE GARZA PD -CHIEF'S EXECUTIVE WORKSHOP TRAINING PER DIEM 9/5-9/8/23 195.00 82417 08/24/23 Printed GEIL ENTERPRISES INC FD -JANITORIAL SERVICES AUGUST 2023 4,686.00 82418 08/24/23 Printed CYNTHIA GOMEZ PD -DISPATCH SUPERVISOR COURSE PER DIEM & MILEAGE 9/10-9/22 1,160.64 82419 08/24/23 Printed GRISWOLD, LASALLE, COBB, DOWD &
GIN LLP
CITY ATTORNEY -LEGAL FEES JULY 2023 16,621.70
82420 08/24/23 Printed JUAN L GUZMAN ART C -ON YOUR FEET SET SUPPLIES REIMBURSEMENT 242.97 82421 08/24/23 Printed HEALTHEDGE ADMINISTRATORS INC. HR -DENTAL CLAIMS 8/16/23 1,656.10 82422 08/24/23 Printed HEALTHEDGE ADMINISTRATORS INC. HR -ADMINISTRATIVE FEES SEPTEMBER 2023 919.33 82423 08/24/23 Printed HEALTHWISE SERVICES, LLC. FD -MEDICAL WASTE SERVICE R 150.13 82424 08/24/23 Printed HENRY SCHEIN INC. FD -MEDICAL SUPPLIES 1,556.94 82425 08/24/23 Printed VANESSA M. HERRERA HR -SUPPLIES FOR INTERVIEWS 38.99 82426 08/24/23 Printed IMAGETREND INC. FD -EPCR SOFTWARE JULY 2023 505.08 82427 08/24/23 Printed JAN TYSON JOHNSON FD -CLEANING SUPPLIES ST. 1 17.56 82428 08/24/23 Printed JORGENSEN & COMPANY PW -REPAIR BROKEN SPRINKLER HEAD, VEHICLE EXINGUISHERS 703.18 82429 08/24/23 Printed KINGS INDUSTRIAL OCCUPATION HR -PHYSICALS & DRUG TESTS 2,372.04 82430 08/24/23 Printed KOEFRAN INDUSTRIES, INC. PD -EMPTY ANIMAL CONTROL FREEZER 163.86 82431 08/24/23 Printed LAWRENCE TRACTOR CO., INC. FLEET -SPARK PLUG/KEY 198.05 82432 08/24/23 Printed LIFE-ASSIST INC. FD -MEDICAL SUPPLIES 2,128.78 82433 08/24/23 Printed M&M POOL AND DESIGN INC FIN -BUSINESS LIC OVERPAYMENT 178.00 82434 08/24/23 Printed MEDLINE INDUSTRIES, INC. FD -MEDICAL SUPPLIES 1,464.64 82435 08/24/23 Printed METRO UNIFORM PD -REVOLVING ACCT, BALLISTIC VEST PARTIAL R 1,072.71
CHECK REGISTER REPORT
September 18, 2023 Council Packet Page 14
CHECK
NUMBER
CHECK
DATE STATUS VENDOR NAME CHECK DESCRIPTION CATEGORY AMOUNT
CHECK REGISTER REPORT
82436 08/24/23 Printed MICHAEL BALLIET CONSULTING LLC ADMIN -PROJECT BILLING 5/1/23-6/30/23 8,066.25 82437 08/24/23 Printed MITY-LITE, INC. PW -BLACK FOLDING CHAIRS 1,257.81 82438 08/24/23 Printed MUSIC THEATRE INTERNATIONAL ART C -EVIL DEAD RIGHTS ROYALTY FEES 3,625.05 82439 08/24/23 Printed MUSIC THEATRE INTERNATIONAL ART C -MATILDA RIGHTS & TRACKS ROYALTE FEES 6,102.53 82441 08/24/23 Printed ODP BUSINESS SOLUTIONS LLC ADMIN -OFFICE SUPPLIES 782.60 82442 08/24/23 Printed OOSOSHARP, LLC FD -AMBULANCE BILLING 13,984.82 82443 08/24/23 Printed ROBERT OROZCO JR PD -VEHICLE TOW 23-4014 760.00 82444 08/24/23 Printed PG&E ADMIN -UTILITIES JULY 2023 8,469.14 82445 08/24/23 Printed PG&E ADMIN -UTILITIES AUGUST 2023 5.57 82446 08/24/23 Printed PG&E ADMIN -UTILITIES AUGUST 2023 67.11 82447 08/24/23 Printed PG&E ADMIN -UTILITIES AUGUST 2023 139.04 82448 08/24/23 Printed PG&E ADMIN -UTILITIES AUGUST 2023 16.59 82449 08/24/23 Printed PRINTOPOLIS, INC. BID -LOGO DEVELOPMENT 75.00 82450 08/24/23 Printed PROFESSIONAL PRINT & MAIL, INC ADMIN -SECURITY ENVELOPES 642.28 82451 08/24/23 Printed QUAD KNOPF, INC. COMM DEV -PLANNING SERVICES 7/1/23-7/22/23 PARTIAL R 15,028.50 82452 08/24/23 Printed R.J. BERRY JR. INC. PW -BARBARA ST RECONSTRUCTION 175,889.46 82453 08/24/23 Printed TAJ RAKKAR BLDG -REFUND PERMIT 23-250 973.70 82454 08/24/23 Printed THOMAS R & AIMII REDEMER /
REDEMER CONCEPTS
ART C -WILLY WONKA POSTERS & POSTCARDS 422.04
82455 08/24/23 Printed DANIEL ANTHONY RIVAS FD -STRIKE TEAM REIMBURSEMENT YORK FIRE R 1,368.83 82456 08/24/23 Printed RRM DESIGN GROUP COMM DEV -THOMPSON PARK PROJECT G 6,629.50 82457 08/24/23 Printed SANTA MARIA CALIFORNIA NEWS FIN -USER FEE ANALYSIS 317.75 82458 08/24/23 Printed SASE COMPANY LLC PW -PURCHASE STREET GRINDER 2,103.70 82459 08/24/23 Printed SECOND CHANCE ANIMAL SHELTER MONTHLY SUPPORT SEPTEMBER 2023 30,000.00 82460 08/24/23 Printed SELMA DISTRICT CHAMBER OF ADMIN -1st QUARTER DUES 2023/2024 8,750.00 82461 08/24/23 Printed SELMA HIGH SCHOOL FIN -AR INV 2889 OVERPAYMENT 10.00 82462 08/24/23 Printed SELMA UNIFIED SCHOOL DISTRICT ADMIN -FUEL JUNE 2023 23,535.23 82463 08/24/23 Printed SITEONE LANDSCAPE SUPPLY, LLC. PW -IRRIGATION SUPPLIES 770.04 82464 08/24/23 Printed SPARKLETTS FIN -WATER SERVICE FOR CVTC R 105.98 82465 08/24/23 Printed STERICYCLE, INC. PD -STERI SAFE OSHA COMPLIANCE SEPTEMBER 2023 198.43 82466 08/24/23 Printed TARGET SPECIALTY PRODUCTS PW -GOPHER TRAPS 140.44 82467 08/24/23 Printed TEC GROUP INC. HR -TECHNICIAN 8/13/23 8,262.29 82468 08/24/23 Printed THE CRISCOM COMPANY ADMIN -LEGISLATIVE ADVOCACY SEPTEMBER 2023 4,500.00 82469 08/24/23 Printed TRI COUNTY MEDICAL TRANSPORT FIN -BUSINESS LIC OVERPAYMENT 84.00 82470 08/24/23 Printed UNITY IT PD -COMPUTER PROGRAMMING 4,499.00 82471 08/24/23 Printed UPSIDE INNOVATIONS LLC PW -ADA STEP W/THRESHOLD PLATFORM -FIRE ADMIN 4,523.62 82472 08/24/23 Printed VALLEY SHREDDING LLC ADMIN -SHREDDING SERVICE 93.00 82473 08/24/23 Printed VINCENT COMMUNICATIONS INC FD -TECH LABOR & SCREW REPLACEMENT 413.76 82474 08/24/23 Printed WASTE MANAGEMENT-USA WASTE FIN -CITY WIDE CLEAN UP 150.73 82475 08/24/23 Printed WILLDAN ENGINEERING BLDG -INSPECTOR SERVICES THROUGH 7/28/23 14,985.00 82479 08/24/23 Printed YAMABE & HORN ENGINEERING, INC COMM DEV -ENGINEERING SERVICES JULY 2023 PARTIAL R 139,514.46 TOTAL 907,237.06
Grant: G PD State Appropriation: PDSA (457) Reimbursement: R September 18, 2023 Council Packet Page 15
EMPLOYEE NAME TRANSACTION DATE VENDOR NAME DESCRIPTION OF PURCHASE ACCOUNT NUMBER AMOUNT ALEJANDRO ALVAREZ 6/30/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 56.07 ALEJANDRO ALVAREZ 6/30/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 41.54 ALEJANDRO ALVAREZ 6/30/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 67.28 ALEJANDRO ALVAREZ 6/30/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 58.50 ALEJANDRO ALVAREZ 7/1/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 54.70 ALEJANDRO ALVAREZ 7/1/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 19.00 ALEJANDRO ALVAREZ 7/1/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 59.21 ALEJANDRO ALVAREZ 7/2/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 47.45 ALEJANDRO ALVAREZ 7/2/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 50.00 ALEJANDRO ALVAREZ 7/2/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 20.00 ALEJANDRO ALVAREZ 7/2/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 30.00 ALEJANDRO ALVAREZ 7/2/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 50.01 ALEJANDRO ALVAREZ 7/2/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 60.00 ALEJANDRO ALVAREZ 7/10/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 73.04 ALEJANDRO ALVAREZ 7/11/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 44.00 ALEJANDRO ALVAREZ 7/11/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 30.13 ALEJANDRO ALVAREZ 7/11/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 60.23 ALEJANDRO ALVAREZ 7/11/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 52.10 ALEJANDRO ALVAREZ 7/13/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 56.84 ALEJANDRO ALVAREZ 7/19/2023 ANN'S DONUTS DETAIL 100-2300-600.250.000 31.50 ALEJANDRO ALVAREZ 7/20/2023 ACE HARDWARE UNIT KEYS 100-2200-600.250.000 32.49 ALEJANDRO ALVAREZ 7/23/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 50.00 ALEJANDRO ALVAREZ 7/23/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 32.94 ALEJANDRO ALVAREZ 7/23/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 35.07 ALEJANDRO ALVAREZ 7/23/2023 FUEL FUEL STATION DOWN 701-9200-600.257.000 55.00 AMY SMART 7/1/2023 AMAZON 3RD OF JULY 100-4100-656.905.000 38.82 AMY SMART 7/3/2023 WALMART 3RD OF JULY 100-4100-656.905.000 179.18 AMY SMART 7/9/2023 BLOOMIES FLORALS AND GIFTS 100-4100-600.250.000 37.97 AMY SMART 7/11/2023 CPRS DIRECTORS ACADEMY 100-4100-610.920.000 199.00 AMY SMART 7/13/2023 LEAGUE OF CALIFORNIA CITIES LEAGUE OF CALIFORNIA CITIES 100-4100-610.920.000 650.00 AMY SMART 7/19/2023 HEIRLOOM EMPLOYEE ANNUAL REVIEW 100-4100-610.920.000 68.84 AMY SMART 7/19/2023 AMAZON 3RD OF JULY 100-4100-656.905.000 30.02 AMY SMART 7/20/2023 COSTCO SUPPLIES 100-4100-600.250.000 36.44 AMY SMART 7/20/2023 MAX'S BRUNCH HOUSE NICOLETTE ANDERSON 100-4300-610.920.000 40.77 AMY SMART 7/20/2023 FAST SIGNS SUPPLIES 605-4300-600.250.000 476.19 ANTHONY RIVAS 7/5/2023 76 GAS STATION FUEL 701-9200-600.257.000 65.15 ANTHONY RIVAS 7/12/2023 76 GAS STATION FUEL 701-9200-600.257.000 63.68 CALEB GARCIA 6/22/2023 BAD BUDS, FRESNO CA FUEL-ACT 269-2100-600.257.000 74.93 CALEB GARCIA 6/26/2023 CIRCLE K, FRESNO CA FUEL-ACT 269-2100-600.257.000 44.62 CALEB GARCIA 6/28/2023 CHEVRON, FRESNO CA FUEL-ACT 269-2100-600.257.000 84.86 CALEB GARCIA 7/3/2023 76, SELMA CA FUEL-ACT 269-2100-600.257.000 82.49 CALEB GARCIA 7/6/2023 SAVE N GO, SELMA CA FUEL-ACT 269-2100-600.257.000 79.64 CALEB GARCIA 7/17/2023 CHEVRON, FRESNO CA FUEL-ACT 269-2100-600.257.000 93.46 CALEB GARCIA 7/20/2023 SHELL OIL, FRESNO CA FUEL-ACT 269-2100-600.257.000 78.42 CASSY FAIN 6/23/2023 WOMEN'S CONFERENCE TRAINING 100-2100-610.915.000 950.00 CASSY FAIN 7/3/2023 CHEVRON GAS STATION FUEL 701-9200-600.257.000 81.56 CASSY FAIN 7/18/2023 DOJ TRAINING 100-2100-610.915.000 60.00 CASSY FAIN 7/18/2023 CHEVRON GAS STATION FUEL 701-9200-600.257.000 73.02 CITY OF SELMA FIRE QRT MST 6/28/2023 THE UPS STORE PPE SHIPMENT 100-2525-600.476.000 111.11 CITY OF SELMA FIRE QRT MST 6/29/2023 AMAZON D III BEDROOM STAND 100-2525-600.250.000 97.62 CITY OF SELMA FIRE QRT MST 7/6/2023 COSTCO GAS FUEL 701-9200-600.257.000 26.62 CITY OF SELMA FIRE QRT MST 7/9/2023 FIRE PENNY TRUCK III AXES 295-2500-600.250.000 325.37 CITY OF SELMA FIRE QRT MST 7/12/2023 SAM'S CLUB STE 1 FANS 100-2525-600.250.000 86.64 CITY OF SELMA FIRE QRT MST 7/14/2023 AMAZON HQT DESK TOP 100-1600-600.100.000 344.94 US BANK INVOICE FOR CALCARD CHARGES: 6/23/23-7/24/23
September 18, 2023 Council Packet Page 16
EMPLOYEE NAME TRANSACTION DATE VENDOR NAME DESCRIPTION OF PURCHASE ACCOUNT NUMBER AMOUNT US BANK INVOICE FOR CALCARD CHARGES: 6/23/23-7/24/23
CITY OF SELMA FIRE QRT MST 7/14/2023 REPAIR ALL D III CELL PHONE CASE 100-2525-600.250.000 48.81 CITY OF SELMA FIRE QRT MST 7/20/2023 UNIQUELY YOURS INC. PPE REPAIRS 100-2525-600.476.000 25.00 CITY OF SELMA FIRE QRT MST 7/21/2023 AMAZON STE 2 ICE MAKER 100-2525-600.250.000 413.56 CITY OF SELMA SNG RES1 7/1/2023 76 GAS STATION FUEL 701-9200-600.257.000 75.00 CITY OF SELMA SNG RES1 7/2/2023 CIRCLE K FUEL 701-9200-600.257.000 95.20 CITY OF SELMA SNG RES1 7/3/2023 CIRCLE K FUEL 701-9200-600.257.000 65.00 CITY OF SELMA SNG RES1 7/4/2023 CIRCLE K FUEL 701-9200-600.257.000 106.50 CITY OF SELMA SNG RES1 7/5/2023 CIRCLE K FUEL 701-9200-600.257.000 100.01 CITY OF SELMA SNG RES1 7/5/2023 VALERO FUEL 701-9200-600.257.000 201.69 CITY OF SELMA SNG RES1 7/7/2023 CIRCLE K FUEL 701-9200-600.257.000 106.39 CITY OF SELMA SNG RES1 7/7/2023 CIRCLE K FUEL 701-9200-600.257.000 95.00 CITY OF SELMA SNG RES1 7/8/2023 CIRCLE K FUEL 701-9200-600.257.000 71.69 CITY OF SELMA SNG RES1 7/8/2023 CIRCLE K FUEL 701-9200-600.257.000 175.00 CITY OF SELMA STATION 1 6/26/2023 WALMART WATER /STATION SUPPLIES 100-2525-600.250.000 55.53 CITY OF SELMA STATION 1 6/26/2023 NAPA ENGINE FLUIDS 701-9200-600.254.000 20.15 CITY OF SELMA STATION 1 6/28/2023 NELSON HARDWARE T III 10HR MANT 701-9200-600.254.000 55.80 CITY OF SELMA STATION 1 6/28/2023 NAPA T III 10HR MANT 701-9200-600.254.000 116.23 CITY OF SELMA STATION 1 7/1/2023 MIRROR FINISH POLISHES SOAP FOR VEHICLES 100-2525-600.250.000 166.15 CITY OF SELMA STATION 1 7/1/2023 CIRCLE K FUEL 701-9200-600.257.000 80.34 CITY OF SELMA STATION 2 6/26/2023 FOOD FOR LESS ST. 2 WATER 100-2525-600.250.000 82.88 CITY OF SELMA STATION 2 7/1/2023 SELMA STATION INC.-VALERO FUEL 701-9200-600.257.000 174.26 CITY OF SELMA STATION 2 7/2/2023 76 GAS STATION FUEL 701-9200-600.257.000 26.69 CITY OF SELMA STATION 2 7/4/2023 SAVE N GO FUEL 701-9200-600.257.000 29.00 CITY OF SELMA STATION 2 7/5/2023 CIRCLE K FUEL 701-9200-600.257.000 73.63 CITY OF SELMA STATION 2 7/7/2023 CIRCLE K FUEL 701-9200-600.257.000 106.03 CITY OF SELMA STATION 2 7/9/2023 CIRCLE K FUEL 701-9200-600.257.000 97.09 CITY OF SELMA STATION 2 7/11/2023 CIRCLE K FUEL 701-9200-600.257.000 47.55 CITY OF SELMA STATION 2 7/13/2023 CIRCLE K FUEL 701-9200-600.257.000 127.62 CITY OF SELMA STATION 2 7/13/2023 CIRCLE K FUEL 701-9200-600.257.000 50.14 CITY OF SELMA STATION 2 7/13/2023 CIRCLE K FUEL 701-9200-600.257.000 54.04 CITY OF SELMA STATION 2 7/13/2023 CIRCLE K FUEL 701-9200-600.257.000 75.02 CITY OF SELMA STATION 2 7/19/2023 THE HOME DEPOT ST 2 SHED LOCK 100-2525-600.250.000 9.69 CITY OF SELMA STATION 2 7/20/2023 BIG 5 SPORTING GOODS WRAP ENG TOOLS 100-2525-600.250.000 12.98 CITY OF SELMA STATION 2 7/20/2023 WALMART ST 2 SUPPLIES 100-2525-600.250.000 53.28 CITY OF SELMA TRAINING DIVISION 6/30/2023 PAYPAL-RED HELMET TRAINING TRAINING-COMPANY OFFICER 295-2525-610.915.000 200.00 CITY OF SELMA TRAINING DIVISION 7/3/2023 CIRCLE K FUEL 701-9200-600.257.000 70.83 CITY OF SELMA TRAINING DIVISION 7/6/2023 RITE AID BATTERIES-EMS 600-2600-600.250.000 22.77 CITY OF SELMA TRAINING DIVISION 7/7/2023 CASCADE TRAINING BLS/CPR 600-2600-610.915.000 32.00 CITY OF SELMA TRAINING DIVISION 7/11/2023 REPAIR ALL EMS-TABLET LABOR 600-2600-600.250.000 73.14 CITY OF SELMA TRAINING DIVISION 7/13/2023 REPAIR ALL EMS-TABLET SCREENS 600-2600-600.250.000 369.56 CITY OF SELMA TRAINING DIVISION 7/20/2023 AMAZON FLAGS 100-2525-600.250.000 71.55 CYNTHIA GOMEZ 6/22/2023 WALMART OFFICE KITCHEN SUPPLIES 100-2100-600.250.000 23.53 CYNTHIA GOMEZ 6/28/2023 STARBUCKS APPLICANT MEETING 100-2100-600.250.000 12.90 CYNTHIA GOMEZ 7/6/2023 PRI MANAGEMENT GROUP RECORDS TRAINING 100-2100-610.910.000 278.25 CYNTHIA GOMEZ 7/16/2023 AMAZON ID CARD SUPPLIES 100-2100-600.250.000 148.18 EMS DIVISION 550 6/21/2023 THE HOME DEPOT STATION SUPPLIES 600-2600-600.250.000 64.97 EMS DIVISION 550 6/21/2023 THE HOME DEPOT STATION SUPPLIES 600-2600-600.250.000 1.50 EMS DIVISION 550 6/28/2023 SHELL FUEL 701-9200-600.257.000 86.80 EMS DIVISION 550 6/30/2023 CIRCLE K FUEL 701-9200-600.257.000 82.61 EMS DIVISION 550 7/1/2023 ARCO FUEL 701-9200-600.257.000 95.05 EMS DIVISION 550 7/1/2023 FOUR STAR MINI MART FUEL 701-9200-600.257.000 74.87 EMS DIVISION 550 7/3/2023 CIRCLE K FUEL 701-9200-600.257.000 81.29 EMS DIVISION 550 7/4/2023 CIRCLE K FUEL 701-9200-600.257.000 64.59
September 18, 2023 Council Packet Page 17
EMPLOYEE NAME TRANSACTION DATE VENDOR NAME DESCRIPTION OF PURCHASE ACCOUNT NUMBER AMOUNT US BANK INVOICE FOR CALCARD CHARGES: 6/23/23-7/24/23
EMS DIVISION 550 7/5/2023 CIRCLE K FUEL 701-9200-600.257.000 68.81 EMS DIVISION 550 7/7/2023 CHEVRON FUEL 701-9200-600.257.000 90.52 EMS DIVISION 550 7/8/2023 76 GAS STATION FUEL 701-9200-600.257.000 66.09 EMS DIVISION 550 7/8/2023 CIRCLE K FUEL 701-9200-600.257.000 85.14 EMS DIVISION 550 7/9/2023 CIRCLE K FUEL 701-9200-600.257.000 77.91 EMS DIVISION 550 7/10/2023 EXXON FUEL 701-9200-600.257.000 79.47 EMS DIVISION 550 7/10/2023 CHEVRON FUEL 701-9200-600.257.000 92.34 EMS DIVISION 550 7/10/2023 FOUR STAR MINI MART FUEL 701-9200-600.257.000 70.55 EMS DIVISION 550 7/14/2023 CIRCLE K FUEL 701-9200-600.257.000 39.15 EMS DIVISION 550 7/16/2023 PILOT FUEL 701-9200-600.257.000 93.39 EMS DIVISION 551 7/8/2023 CIRCLE K FUEL 701-9200-600.257.000 54.39 EMS DIVISION 551 7/8/2023 CIRCLE K FUEL 701-9200-600.257.000 120.50 EMS DIVISION 551 7/12/2023 MIRROR FINISH POLISHES VEHICLE WASH PRODUCTS 600-2600-600.250.000 66.39 EMS DIVISION 552 6/26/2023 THE HOME DEPOT STATION SUPPLIES 600-2600-600.250.000 25.46 EMS DIVISION 552 6/30/2023 CIRCLE K FUEL 701-9200-600.257.000 80.00 EMS DIVISION 552 7/1/2023 CIRCLE K FUEL 701-9200-600.257.000 85.61 EMS DIVISION 552 7/2/2023 WALMART STATION SUPPLIES 600-2600-600.250.000 58.53 EMS DIVISION 552 7/2/2023 CIRCLE K FUEL 701-9200-600.257.000 72.80 EMS DIVISION 552 7/2/2023 STAR MART #7 FUEL 701-9200-600.257.000 62.72 EMS DIVISION 552 7/4/2023 CHEVRON FUEL 701-9200-600.257.000 80.52 EMS DIVISION 552 7/4/2023 CIRCLE K FUEL 701-9200-600.257.000 70.15 EMS DIVISION 552 7/4/2023 STAR 1 FOOD MART FUEL 701-9200-600.257.000 92.30 EMS DIVISION 552 7/6/2023 CIRCLE K FUEL 701-9200-600.257.000 86.67 EMS DIVISION 552 7/8/2023 WALMART STATION SUPPLIES 600-2600-600.250.000 52.65 EMS DIVISION 552 7/8/2023 CHEVRON FUEL 701-9200-600.257.000 76.24 EMS DIVISION 552 7/8/2023 CIRCLE K FUEL 701-9200-600.257.000 78.87 EMS DIVISION 552 7/9/2023 CIRCLE K FUEL 701-9200-600.257.000 61.29 EMS DIVISION 552 7/10/2023 CIRCLE K FUEL 701-9200-600.257.000 59.23 EMS DIVISION 552 7/11/2023 CIRCLE K FUEL 701-9200-600.257.000 61.80 EMS DIVISION 552 7/15/2023 CHEVRON FUEL 701-9200-600.257.000 69.44 EMS DIVISION 552 7/18/2023 CHEVRON FUEL 701-9200-600.257.000 36.30 EMS DIVISION 552 7/22/2023 CHEVRON FUEL 701-9200-600.257.000 81.84 EMS DIVISION 553 6/30/2023 CIRCLE K FUEL 701-9200-600.257.000 77.35 EMS DIVISION 553 7/1/2023 CIRCLE K FUEL 701-9200-600.257.000 66.13 EMS DIVISION 553 7/2/2023 76 FUEL 701-9200-600.257.000 85.49 EMS DIVISION 553 7/3/2023 CIRCLE K FUEL 701-9200-600.257.000 85.18 EMS DIVISION 553 7/4/2023 CHEVRON FUEL 701-9200-600.257.000 91.63 EMS DIVISION 553 7/4/2023 FAST N EZY FUEL 701-9200-600.257.000 62.72 EMS DIVISION 553 7/5/2023 CIRCLE K FUEL 701-9200-600.257.000 58.02 EMS DIVISION 553 7/7/2023 CIRCLE K FUEL 701-9200-600.257.000 68.02 EMS DIVISION 553 7/7/2023 LOMA VISTA MARKET FUEL 701-9200-600.257.000 36.01 EMS DIVISION 553 7/8/2023 CIRCLE K FUEL 701-9200-600.257.000 82.00 EMS DIVISION 553 7/9/2023 CIRCLE K FUEL 701-9200-600.257.000 75.31 EMS DIVISION 553 7/9/2023 CHEVRON FUEL 701-9200-600.257.000 58.89 EMS DIVISION 553 7/9/2023 SHELL FUEL 701-9200-600.257.000 56.85 EMS DIVISION 553 7/10/2023 CIRCLE K FUEL 701-9200-600.257.000 83.95 EMS DIVISION 553 7/11/2023 ARCO FUEL 701-9200-600.257.000 61.59 EMS DIVISION 553 7/12/2023 76 FUEL 701-9200-600.257.000 90.00 EMS DIVISION 553 7/14/2023 CIRCLE K FUEL 701-9200-600.257.000 31.29 EMS DIVISION 553 7/14/2023 CIRCLE K FUEL 701-9200-600.257.000 38.99 EMS DIVISION 553 7/20/2023 SHELL FUEL 701-9200-600.257.000 96.80 FABIAN URESTI 7/12/2023 CIRCLE K FUEL 701-9200-600.257.000 78.54 FABIAN URESTI 7/19/2023 AMAZON SUPPLIES HQ & EMS 600-2600-600.250.000 149.09
September 18, 2023 Council Packet Page 18
EMPLOYEE NAME TRANSACTION DATE VENDOR NAME DESCRIPTION OF PURCHASE ACCOUNT NUMBER AMOUNT US BANK INVOICE FOR CALCARD CHARGES: 6/23/23-7/24/23
FERNANDO MORAN 6/22/2023 HOME DEPOT SHAFER PARK -SHELF (REC EQUIPMENT) 702-9300-600.250.000 270.10 FERNANDO MORAN 6/22/2023 HOME DEPOT CLOG REMOVER/LIQUID PLUMBER-SHAFER PARK 702-9300-600.250.000 49.85 FERNANDO MORAN 6/26/2023 FRANK'S TARPS PURCHASE STRAW HATS - PARKS 100-5300-600.250.000 48.82 FERNANDO MORAN 6/26/2023 FRANK'S TARPS PURCHASE STRAW HATS - STREETS 210-5400-600.250.000 48.81 FERNANDO MORAN 7/13/2023 NELSON'S ACE HARDWARE SCREW REMOVER-PARKS TOOLS 100-5300-600.305.000 29.99 FERNANDO MORAN 7/13/2023 NELSON'S ACE HARDWARE TRIMMER SERVICE KIT-SHAFER PARK 100-5300-600.305.000 50.88 FERNANDO MORAN 7/13/2023 NELSON'S ACE HARDWARE SUPPLIES FOR REPAIRS-SHAFER PARK CONCESSION 702-9300-600.370.000 69.80 FERNANDO MORAN 7/13/2023 NELSON'S ACE HARDWARE SUPPLIES FOR REPAIRS-PIONEER VILLAGE RESTROOMS 702-9300-600.370.000 238.71 FERNANDO MORAN 7/14/2023 NELSON'S POWER CENTER BATTERY -UNIT #3205 701-9200-600.256.000 117.70 FERNANDO SANTILLAN 6/23/2023 ICMA REFUND 100-1300-610.920.000 (1,505.00) FERNANDO SANTILLAN 6/23/2023 ICMA REFUND 100-1300-610.920.000 (75.00) FERNANDO SANTILLAN 6/23/2023 G'S ITALIAN RISTORANTE MEET WITH HR TEAM 100-1300-610.920.000 136.28 FERNANDO SANTILLAN 6/23/2023 CHO'S KITCHEN MEET WITH FINANCE TEAM 100-1300-610.920.000 93.12 FERNANDO SANTILLAN 7/5/2023 MAX'S BRUNCH HOUSE MEET WITH D. SEPULVEDA 100-1300-610.920.000 34.28 FERNANDO SANTILLAN 7/10/2023 FRESNO BEE SUBSCRIPTION 100-1300-610.900.000 15.99 FERNANDO SANTILLAN 7/17/2023 MONDAY.COM SUBSCRIPTION 100-1300-610.900.000 1,184.00 FERNANDO SANTILLAN 7/20/2023 RITE AID STAFF TRAINING; SUPPLIES 100-1300-600.250.000 160.00 FERNANDO SANTILLAN 7/20/2023 COSTCO STAFF TRAINING; SUPPLIES 100-1300-600.250.000 54.96 FERNANDO SANTILLAN 7/21/2023 STARBUCKS STAFF TRAINING; SUPPLIES 100-1300-600.250.000 60.00 FERNANDO SANTILLAN 7/21/2023 LEAGUE OF CALIFORNIA CITIES CONFERENCE REFUND 100-1300-610.920.000 (575.00) FINANCE DEPARTMENT 6/22/2023 DELI DELICIOUS AUDIT PREPARATION LUNCH WITH PRICE PAIGE 100-1600-610.920.000 117.45 FINANCE DEPARTMENT 6/25/2023 AMAZON STANDING DESK FOR HR MANAGER 100-1400-600.250.000 341.68 FINANCE DEPARTMENT 6/29/2023 BEST BUY THREE 5-PORT GIGABIT ETHERNET SWITCH'S FOR IT 704-9600-600.250.000 97.47 FINANCE DEPARTMENT 6/30/2023 CHIPOTLE AUDIT PREPARATION LUNCH WITH PRICE PAIGE 100-1600-610.920.000 49.30 FINANCE DEPARTMENT 7/3/2023 THE HOME DEPOT CVTC SUPPLY ORDER 274-1600-600.250.000 943.18 FINANCE DEPARTMENT 7/3/2023 THE HOME DEPOT CVTC SUPPLY ORDER 274-1600-600.250.000 45.62 FINANCE DEPARTMENT 7/3/2023 THE HOME DEPOT CVTC SUPPLY ORDER 274-1600-600.250.000 356.88 FINANCE DEPARTMENT 7/4/2023 THE HOME DEPOT CVTC SUPPLY ORDER 274-1600-600.250.000 86.03 FINANCE DEPARTMENT 7/5/2023 UNITED STATES POSTAL SERVICE EXPRESS SHIP LATE LEASE PAYMENT CHECK 100-1600-600.120.000 28.75 FINANCE DEPARTMENT 7/5/2023 THE HOME DEPOT CVTC SUPPLY ORDER 274-1600-600.250.000 597.32 FINANCE DEPARTMENT 7/5/2023 THE HOME DEPOT CVTC SUPPLY ORDER 274-1600-600.250.000 21.65 FINANCE DEPARTMENT 7/5/2023 THE HOME DEPOT CVTC SUPPLY ORDER 274-1600-600.250.000 380.41 FINANCE DEPARTMENT 7/7/2023 THE HOME DEPOT CVTC SUPPLY ORDER 274-1600-600.250.000 426.96 GEORGE SIPIN 6/22/2023 O'REILLY JT6 GREASE-STOCK 603-5500-600.256.000 726.77 GEORGE SIPIN 6/22/2023 PROTERRA PUMP, COOLANT, BATTERY CONDITIONERS-STOCK 603-5500-600.256.000 2,279.74 GEORGE SIPIN 6/22/2023 PROTERRA AIR FILTERS, AIR COMPRESSORS-STOCK 603-5500-600.256.000 44.81 GEORGE SIPIN 6/23/2023 PROTERRA RED TURN SIGNALS, PUMP, COOLANTS-STOCK 603-5500-600.256.000 3,050.72 GEORGE SIPIN 6/23/2023 LES SCHWAB TIRES RESTOCK TIRES 603-5500-600.256.000 1,106.88 GEORGE SIPIN 6/23/2023 THE TRAINING CENTER HVAC CERTIFICATION-GEORGE SIPIN 603-5500-600.400.000 50.00 GEORGE SIPIN 6/26/2023 ARMANDO'S SMOG SMOG RT #180 603-5500-600.400.000 80.00 GEORGE SIPIN 6/27/2023 ARMANDO'S SMOG SMOG RT#169 603-5500-600.400.000 80.00 GEORGE SIPIN 6/28/2023 O'REILLY EVAP CORE, ORIFICE TUBE, ACCUMULATOR-STOCK 603-5500-600.256.000 185.74 GEORGE SIPIN 6/30/2023 NELSON'S ACE HARDWARE COUPLING FOR COOLER-STOCK 603-5500-600.250.000 19.50 GEORGE SIPIN 7/3/2023 O'REILLY BLOWER MOTORS-STOCK 603-5500-600.256.000 291.62 GEORGE SIPIN 7/3/2023 O'REILLY FUEL CAPS-STOCK 603-5500-600.256.000 36.66 GEORGE SIPIN 7/3/2023 FRONTIER FASTENER NUTS, BOLTS, HEX'S -STOCK 603-5500-600.256.000 111.54 GEORGE SIPIN 7/3/2023 NVB EQUIPMENT BURGA CLIPS FOR AIR CONDITIONERS-STOCK 603-5500-600.256.000 191.81 GEORGE SIPIN 7/5/2023 O'REILLY PLATINUM PLUGS, IGN WIRE SETS, COP COILS-STOCK 603-5500-600.256.000 518.56 GEORGE SIPIN 7/5/2023 BLACKSTONE CHEVROLET SENSORS, CONVERTERS-STOCK 603-5500-600.256.000 3,115.25 GEORGE SIPIN 7/6/2023 MANUFACTURERS WAREHOUSE WHEEL CHAIR LIFT LUBRICANT 603-5500-600.250.000 125.32 GEORGE SIPIN 7/6/2023 O'REILLY BATTERIES-STOCK 603-5500-600.256.000 278.87 GEORGE SIPIN 7/6/2023 ROMITA AUTO SERVICE SERVICE CABIN ENGINE-RT#177 603-5500-600.400.000 250.00 GEORGE SIPIN 7/6/2023 COOK'S COMMUNICATIONS REPAIR 2 WAY RADIOS 603-5500-600.400.000 192.93
September 18, 2023 Council Packet Page 19
EMPLOYEE NAME TRANSACTION DATE VENDOR NAME DESCRIPTION OF PURCHASE ACCOUNT NUMBER AMOUNT US BANK INVOICE FOR CALCARD CHARGES: 6/23/23-7/24/23
GEORGE SIPIN 7/12/2023 MOTION & FLOW CONTROL PROD AIR LINES FOR OIL DISPENSER 603-5500-600.250.000 94.80 GEORGE SIPIN 7/12/2023 O'REILLY BATTERY CORE RETURNS 603-5500-600.256.000 (107.63) GEORGE SIPIN 7/12/2023 O'REILLY FILTERS, BATTERIES, WIPERS, STARTER-STOCK 603-5500-600.256.000 875.45 GEORGE SIPIN 7/12/2023 BLACKSTONE CHEVROLET CONVERTER FOR ARBOC-STOCK 603-5500-600.256.000 2,729.07 GEORGE SIPIN 7/13/2023 NELSON'S ACE HARDWARE GAS CONTAINERS FOR COOLING TOWER 603-5500-600.250.000 156.12 GEORGE SIPIN 7/13/2023 O'REILLY LAMPS, BATTERIES-STOCK 603-5500-600.256.000 245.51 GEORGE SIPIN 7/13/2023 O'REILLY WING NUT TERMINALS-STOCK 603-5500-600.256.000 151.65 GEORGE SIPIN 7/13/2023 BLACKSTONE CHEVROLET HOSE-STOCK 603-5500-600.256.000 96.02 GEORGE SIPIN 7/14/2023 BLACKSTONE CHEVROLET SENSORS-STOCK 603-5500-600.256.000 289.49 GEORGE SIPIN 7/14/2023 BLACKSTONE CHEVROLET POWER STEERING LINE FOR ARBOCS-STOCK 603-5500-600.256.000 130.37 GEORGE SIPIN 7/14/2023 BLACKSTONE CHEVROLET FUEL TANK FILLER HOSES FOR ARBOCS-STOCK 603-5500-600.256.000 588.27 GEORGE SIPIN 7/17/2023 O'REILLY OIL PRESSURE SENSOR-STOCK 603-5500-600.256.000 49.13 GEORGE SIPIN 7/17/2023 FRONTIER FASTENER NUTS & BOLTS - STOCK 603-5500-600.256.000 33.68 GEORGE SIPIN 7/17/2023 NAPA AUTO PARTS SWITCHES, OIL PUMPS/PANS, DISC PADS-STOCK 603-5500-600.256.000 919.17 GEORGE SIPIN 7/17/2023 NVB EQUIPMENT BURGA CLIPS FOR AIR CONDITIONERS-STOCK 603-5500-600.256.000 580.68 GEORGE SIPIN 7/17/2023 ASSOCIATED COMPRESSOR SERVICE AIR COMPRESSOR 603-5500-600.400.000 1,772.42 GEORGE SIPIN 7/17/2023 SELMA CHRYSLER SERVICE ELECTRICAL WIRING-RT#232 603-5500-600.400.000 200.00 GEORGE SIPIN 7/19/2023 LES SCHWAB TIRES RESTOCK TIRES 603-5500-600.256.000 639.36 GEORGE SIPIN 7/19/2023 ARMANDO'S SMOG SMOG RT#148 603-5500-600.400.000 80.00 GEORGE SIPIN 7/20/2023 TRUCKPRO HOLDINGS ELBOWS-STOCK 603-5500-600.256.000 102.50 GEORGE SIPIN 7/21/2023 AMAZON PRINTER INK 603-5500-600.250.000 198.27 GEORGE SIPIN 7/22/2023 BOBS TRANSMISSION SERVICE TRANSMISSION-RT#184 603-5500-600.400.000 3,947.12 JACOB DEL CID 7/13/2023 AT&T CVTC AT&T INTERNET PAYMENT 274-1600-600.250.000 237.58 JANIE VENEGAS 7/20/2023 SHRM ANNUAL MEMBERSHIP 100-1400-610.900.000 244.00 JANIE VENEGAS 7/18/2023 SAVEMART FIRE CHIEF RECRUITMENT ITEMS 100-1400-600.250.000 41.76 JANIE VENEGAS 7/18/2023 DOLLAR TREE FIRE CHIEF RECRUITMENT ITEMS 100-1400-600.250.000 12.20 JANIE VENEGAS 7/18/2023 FOOD FOR LESS FIRE CHIEF RECRUITMENT ITEMS 100-1400-600.250.000 22.19 JEROME KEENE 6/22/2023 WHOLE FOODS MEALS 100-1500-610.920.000 11.09 JEROME KEENE 6/22/2023 SHELL GAS STATION GASOLINE 100-1500-610.920.000 85.00 JEROME KEENE 6/23/2023 TRAVER MARKET (GAS STATION) GASOLINE 100-1500-610.920.000 40.00 JEROME KEENE 6/26/2023 BILTMORE HOTEL LODGING 100-1500-610.920.000 505.98 JESUS HERNANDEZ 6/26/2023 INDUSTRIAL SAFETY, LLC BEARKAT SAFETY GLASSES-PARKS 100-5300-600.250.000 43.92 JESUS HERNANDEZ 6/26/2023 INDUSTRIAL SAFETY, LLC BEARKAT SAFETY GLASSES-STREETS 210-5400-600.250.000 43.91 JESUS HERNANDEZ 6/26/2023 NELSON'S ACE HARDWARE BUILDING REPAIRS SUPPLIES-FIRE DEPT. 702-9300-600.370.000 97.37 JESUS HERNANDEZ 6/26/2023 NELSON'S ACE HARDWARE BUILDING REPAIRS SUPPLIES-PD 702-9300-600.370.000 107.84 JESUS HERNANDEZ 6/27/2023 VULCAN MATERIALS 5 TONS COLD MIX-STREETS 210-5400-600.360.000 579.29 JESUS HERNANDEZ 6/29/2023 VULCAN MATERIALS 5 TONS COLD MIX-STREETS 210-5400-600.360.000 541.20 JESUS HERNANDEZ 6/29/2023 VULCAN MATERIALS 5 TONS COLD MIX-STREETS 210-5400-600.360.000 569.76 JESUS HERNANDEZ 6/29/2023 HOME DEPOT NYLON FLAGS, SPOT REMOVER-BLDGS. 702-9300-600.250.000 202.67 JESUS HERNANDEZ 7/3/2023 CIRCLE K FUEL - UNIT #805 701-9200-600.257.000 60.00 JESUS HERNANDEZ 7/3/2023 CIRCLE K FUEL - UNIT #727 701-9200-600.257.000 60.00 JESUS HERNANDEZ 7/3/2023 CIRCLE K FUEL - UNIT #729 701-9200-600.257.000 59.62 JESUS HERNANDEZ 7/3/2023 CIRCLE K FUEL - UNIT #729 701-9200-600.257.000 60.00 JESUS HERNANDEZ 7/5/2023 CIRCLE K FUEL - UNIT #1318 701-9200-600.257.000 100.00 JESUS HERNANDEZ 7/5/2023 CIRCLE K FUEL - UNIT #1315 701-9200-600.257.000 100.00 JESUS HERNANDEZ 7/5/2023 CIRCLE K FUEL - UNIT #719 701-9200-600.257.000 60.00 JESUS HERNANDEZ 7/5/2023 CIRCLE K FUEL - UNIT #720 701-9200-600.257.000 60.00 JESUS HERNANDEZ 7/5/2023 CIRCLE K FUEL - UNIT #721 701-9200-600.257.000 50.00 JESUS HERNANDEZ 7/6/2023 CIRCLE K FUEL - UNIT #1315 701-9200-600.257.000 100.00 JESUS HERNANDEZ 7/6/2023 CIRCLE K FUEL - UNIT #3208 701-9200-600.257.000 40.00 JESUS HERNANDEZ 7/6/2023 CIRCLE K FUEL - UNIT #503 701-9200-600.257.000 50.00 JESUS HERNANDEZ 7/7/2023 CIRCLE K FUEL - UNIT #804 701-9200-600.257.000 60.00 JESUS HERNANDEZ 7/7/2023 CIRCLE K FUEL - UNIT #1315 701-9200-600.257.000 150.00
September 18, 2023 Council Packet Page 20
EMPLOYEE NAME TRANSACTION DATE VENDOR NAME DESCRIPTION OF PURCHASE ACCOUNT NUMBER AMOUNT US BANK INVOICE FOR CALCARD CHARGES: 6/23/23-7/24/23
JESUS HERNANDEZ 7/7/2023 CIRCLE K FUEL - UNIT #805 701-9200-600.257.000 60.00 JESUS HERNANDEZ 7/10/2023 HOME DEPOT 9PC WRENCH SET/DEWALT LONG TAPE-PARKS 100-5300-600.305.000 60.67 JESUS HERNANDEZ 7/10/2023 CIRCLE K FUEL - UNIT #722 701-9200-600.257.000 60.00 JESUS HERNANDEZ 7/10/2023 CIRCLE K FUEL - UNIT #719 701-9200-600.257.000 60.00 JESUS HERNANDEZ 7/10/2023 CIRCLE K FUEL - UNIT #720 701-9200-600.257.000 60.00 JESUS HERNANDEZ 7/10/2023 CIRCLE K FUEL - UNIT #721 701-9200-600.257.000 60.00 JESUS HERNANDEZ 7/10/2023 CIRCLE K FUEL - UNIT #727 701-9200-600.257.000 60.00 JESUS HERNANDEZ 7/10/2023 CIRCLE K FUEL - UNIT #717 701-9200-600.257.000 60.00 JESUS HERNANDEZ 7/10/2023 CIRCLE K FUEL - UNIT #1315 701-9200-600.257.000 150.00 JESUS HERNANDEZ 7/10/2023 CIRCLE K FUEL - #2005 PW MISC. EQUIP FUEL 701-9200-600.257.000 30.00 JESUS HERNANDEZ 7/10/2023 NELSON'S ACE HARDWARE BATTERIES, SURGE PROTECTORS-BLDGS. 702-9300-600.250.000 61.98 JESUS HERNANDEZ 7/14/2023 CIRCLE K FUEL - UNIT #729 701-9200-600.257.000 100.00 JESUS HERNANDEZ 7/14/2023 HOME DEPOT 18 VOLT BATTERY/CHARGER-BLDGS. 702-9300-600.305.000 324.34 JESUS HERNANDEZ 7/17/2023 NELSON'S POWER CENTER SERVICE TRIMMERS-UNIT #4227 & UNIT #4224 701-9200-600.457.000 775.86 JESUS HERNANDEZ 7/21/2023 NELSON'S ACE HARDWARE MARKING FLAGS, NUTDRIVER-STREETS 811'S 210-5400-600.250.000 66.14 JESUS HERNANDEZ 7/21/2023 NELSON'S ACE HARDWARE FLAT FILES-BLDG. TOOLS 702-9300-600.305.000 28.18 JESUS HERNANDEZ 7/21/2023 NELSON'S ACE HARDWARE BUILDING REPAIR SUPPLIES-OLD CITY YARD 702-9300-600.370.000 62.19 JOHNNIE CERDA 6/30/2023 FLORAL PLAZA FUEL, PUMPS DOWN 701-9200-600.257.000 53.12 JOHNNIE CERDA 6/30/2023 FLORAL PLAZA FUEL, PUMPS DOWN 701-9200-600.257.000 42.54 JOHNNIE CERDA 6/30/2023 FLORAL PLAZA FUEL, PUMPS DOWN 701-9200-600.257.000 70.00 JOHNNIE CERDA 6/30/2023 FLORAL PLAZA FUEL, PUMPS DOWN 701-9200-600.257.000 55.33 JOHNNIE CERDA 6/30/2023 FLORAL PLAZA FUEL, PUMPS DOWN 701-9200-600.257.000 58.52 JOHNNIE CERDA 7/3/2023 CIRCLE K FUEL, PUMPS DOWN 701-9200-600.257.000 50.24 JOHNNIE CERDA 7/3/2023 CIRCLE K FUEL, PUMPS DOWN 701-9200-600.257.000 61.14 JOHNNIE CERDA 7/6/2023 FLORAL PLAZA FUEL, PUMPS DOWN 701-9200-600.257.000 54.99 JOHNNIE CERDA 7/7/2023 76-SEI 37961 FUEL, PUMPS DOWN 701-9200-600.257.000 61.46 JOHNNIE CERDA 7/7/2023 76-SEI 37961 FUEL, PUMPS DOWN 701-9200-600.257.000 43.11 JOHNNIE CERDA 7/7/2023 76-SEI 37961 FUEL, PUMPS DOWN 701-9200-600.257.000 60.00 JOHNNIE CERDA 7/7/2023 76-SEI 37961 FUEL, PUMPS DOWN 701-9200-600.257.000 52.48 JOHNNIE CERDA 7/8/2023 76-SEI 37961 FUEL, PUMPS DOWN 701-9200-600.257.000 44.86 JOHNNIE CERDA 7/8/2023 76- SEI 37961 FUEL, PUMPS DOWN 701-9200-600.257.000 40.03 JOHNNIE CERDA 7/8/2023 76-SEI 37961 FUEL, PUMPS DOWN 701-9200-600.257.000 41.58 JOHNNIE CERDA 7/8/2023 76-SEI 37961 FUEL, PUMPS DOWN 701-9200-600.257.000 50.00 JUSTIN HOLT 7/1/2023 76 GAS STATION FUEL FOR UNIT 199 701-9200-600.257.000 50.00 JUSTIN HOLT 7/1/2023 76 GAS STATION FUEL FOR UNIT 195 701-9200-600.257.000 60.00 JUSTIN HOLT 7/1/2023 76 GAS STATION FUEL FOR UNIT N111 701-9200-600.257.000 68.69 JUSTIN HOLT 7/2/2023 76 GAS STATION FUEL FOR UNIT 187 701-9200-600.257.000 40.00 JUSTIN HOLT 7/2/2023 76 GAS STATION FUEL FOR UNIT 197 701-9200-600.257.000 50.00 JUSTIN HOLT 7/2/2023 76 GAS STATION FUEL FOR UNIT 183 701-9200-600.257.000 50.00 JUSTIN HOLT 7/2/2023 ARCO FUEL FOR UNIT 1002 701-9200-600.257.000 70.05 JUSTIN HOLT 7/3/2023 76 GAS STATION FUEL FOR UNIT 191 701-9200-600.257.000 51.26 JUSTIN HOLT 7/3/2023 76 GAS STATION FUEL FOR UNIT 195 701-9200-600.257.000 66.00 JUSTIN HOLT 7/3/2023 CIRCLE K FUEL FOR UNIT 1001 701-9200-600.257.000 68.68 JUSTIN HOLT 7/3/2023 76 GAS STATION FUEL FOR UNIT 194 701-9200-600.257.000 64.99 JUSTIN HOLT 7/3/2023 76 GAS STATION FUEL FOR UNIT 1001 701-9200-600.257.000 69.77 JUSTIN HOLT 7/3/2023 SAFELITE WINDOW REPAIR FOR UNIT 266 701-9200-600.457.000 540.49 JUSTIN HOLT 7/4/2023 STAPLES KEY BOX FOR SPARE UNIT KEYS 100-2200-600.250.000 95.34 JUSTIN HOLT 7/4/2023 CIRCLE K FUEL FOR UNIT 199 701-9200-600.257.000 60.00 JUSTIN HOLT 7/4/2023 CIRCLE K FUEL FOR UNIT 191 701-9200-600.257.000 50.00 JUSTIN HOLT 7/4/2023 76 GAS STATION FUEL FOR UNIT 195 701-9200-600.257.000 70.00 JUSTIN HOLT 7/4/2023 76 GAS STATION FUEL FOR UNIT 191 701-9200-600.257.000 51.98 JUSTIN HOLT 7/4/2023 76 GAS STATION FUEL FOR UNIT 194 701-9200-600.257.000 59.88 JUSTIN HOLT 7/4/2023 76 GAS STATION FUEL FOR UNIT 198 701-9200-600.257.000 50.00 JUSTIN HOLT 7/6/2023 76 GAS STATION FUEL FOR UNIT 191 701-9200-600.257.000 25.08
September 18, 2023 Council Packet Page 21
EMPLOYEE NAME TRANSACTION DATE VENDOR NAME DESCRIPTION OF PURCHASE ACCOUNT NUMBER AMOUNT US BANK INVOICE FOR CALCARD CHARGES: 6/23/23-7/24/23
JUSTIN HOLT 7/6/2023 76 GAS STATION FUEL FOR UNIT 194 701-9200-600.257.000 50.00 JUSTIN HOLT 7/6/2023 76 GAS STATION FUEL FOR UNIT 199 701-9200-600.257.000 50.00 JUSTIN HOLT 7/6/2023 CIRCLE K FUEL FOR UNIT 1002 701-9200-600.257.000 51.01 JUSTIN HOLT 7/7/2023 76 GAS STATION FUEL FOR UNIT 195 701-9200-600.257.000 50.00 JUSTIN HOLT 7/7/2023 76 GAS STATION FUEL FOR UNIT 195 701-9200-600.257.000 63.00 JUSTIN HOLT 7/9/2023 76 GAS STATION FUEL FOR UNIT 1002 701-9200-600.257.000 75.00 JUSTIN HOLT 7/9/2023 76 GAS STATION FUEL FOR UNIT 199 701-9200-600.257.000 62.33 JUSTIN HOLT 7/10/2023 76 GAS STATION FUEL FOR UNIT 194 701-9200-600.257.000 50.00 JUSTIN HOLT 7/10/2023 76 GAS STATION FUEL FOR UNIT 183 701-9200-600.257.000 32.54 JUSTIN HOLT 7/10/2023 76 GAS STATION FUEL FOR UNIT 196 701-9200-600.257.000 29.09 JUSTIN HOLT 7/10/2023 CIRCLE K FUEL FOR UNIT 191 701-9200-600.257.000 49.71 JUSTIN HOLT 7/10/2023 76 GAS STATION FUEL FOR UNIT 1002 701-9200-600.257.000 42.76 JUSTIN HOLT 7/11/2023 76 GAS STATION FUEL FOR UNIT 194 701-9200-600.257.000 39.41 JUSTIN HOLT 7/11/2023 76 GAS STATION FUEL FOR UNIT 194 701-9200-600.257.000 60.00 JUSTIN HOLT 7/11/2023 76 GAS STATION FUEL FOR UNIT 199 701-9200-600.257.000 43.69 JUSTIN HOLT 7/11/2023 76 GAS STATION FUEL FOR UNIT 191 701-9200-600.257.000 38.36 LISBETH MARTINEZ 6/21/2023 HOME DEPOT HEAVY DUTY RACK FOR SHAFER SNACK BAR 100-4700-656.901.000 172.48 LISBETH MARTINEZ 6/22/2023 AMAZON BASKET PONG FOR JULY 3RD 100-4100-656.905.000 206.09 LISBETH MARTINEZ 6/22/2023 AMAZON TATTOOS, FOOSBALL, & JENGA FOR JULY 3RD 100-4100-656.905.000 458.20 LISBETH MARTINEZ 6/22/2023 WALMART SR. CENTER FOOD ITEMS 100-4500-456.800.000 299.91 LISBETH MARTINEZ 6/22/2023 HOME DEPOT RETURNED HEAVY DUTY RACK 100-4700-656.901.000 (172.48) LISBETH MARTINEZ 6/25/2023 AMAZON TATTOOS FOR JULY 3RD 100-4100-656.905.000 28.16 LISBETH MARTINEZ 6/26/2023 ROSA'S PIZZA PIZZA FOR SR. CENTER LUNCH 100-4500-456.800.000 217.85 LISBETH MARTINEZ 6/27/2023 AMAZON BADGE HOLDERS FOR EVENTS 100-4100-656.905.000 10.15 LISBETH MARTINEZ 6/27/2023 AMAZON LANYARD FOR EVENTS 100-4100-656.905.000 10.84 LISBETH MARTINEZ 6/28/2023 UNIQUELY YOURS STAFF SHIRTS FOR EVENTS 100-4100-656.905.000 60.00 LISBETH MARTINEZ 6/29/2023 AMAZON INFLATABLE SAM ARCH FOR JULY 3RD 100-4100-656.905.000 54.23 LISBETH MARTINEZ 6/29/2023 BIG 5 SPORTING GOODS CHAIRS FOR EVENTS 100-4100-656.905.000 62.86 LISBETH MARTINEZ 6/29/2023 DOLLAR TREE SUPPLIES FOR JULY 3RD 100-4100-656.905.000 20.34 LISBETH MARTINEZ 6/29/2023 WALMART TABLES/GATORADES FOR JULY 3RD 100-4100-656.905.000 142.22 LISBETH MARTINEZ 7/5/2023 WALMART SENIOR CENTER SNACKS 100-4500-456.800.000 42.38 LISBETH MARTINEZ 7/7/2023 COSTCO HOT DOGS FOR SR. CENTER LUNCH 100-4500-456.800.000 72.91 LISBETH MARTINEZ 7/10/2023 WALMART SR. CENTER LUNCH ITEMS 100-4500-456.800.000 121.40 LISBETH MARTINEZ 7/10/2023 HOME DEPOT RUBBER MAT FOR CO-ED SOFTBALL 100-4700-600.250.000 54.96 LISBETH MARTINEZ 7/13/2023 DOLLAR TREE LUAU DECORATIONS FOR SR. CENTER 100-4200-656.900.000 47.56 LISBETH MARTINEZ 7/14/2023 CHINA GARDEN SR. CENTER LUNCH 100-4500-456.800.000 646.81 LISBETH MARTINEZ 7/15/2023 AMAZON CHALKER, BASE PLUGS FOR CO-ED SOFTBALL 100-4700-656.901.000 290.86 LISBETH MARTINEZ 7/17/2023 SMART AND FINAL SR. CENTER SNACKS 100-4500-456.800.000 334.78 LISBETH MARTINEZ 7/19/2023 WALMART FANS & NOTEBOOKS FOR SR. CENTER 100-4500-600.250.000 71.44 NESTOR GALVAN 6/23/2023 EMERGENCY MEDICAL SERVICE PARAMEDIC RECERTIFICATION 600-2600-610.917.000 250.00 NESTOR GALVAN 6/27/2023 NAPA OIL PRESSURE SWITCH LIGHT-UNIT 184 701-9200-600.256.000 20.04 NESTOR GALVAN 6/29/2023 CAMACHO TIRES TIRES-UNIT 3209 701-9200-600.255.000 295.00 NESTOR GALVAN 6/29/2023 NAPA FUEL AND OIL FILTER-AMBULANCE 701-9200-600.256.000 810.83 NESTOR GALVAN 6/30/2023 NAPA CORE CHARGE CREDIT-BATTERY 701-9200-600.256.000 (58.58) NESTOR GALVAN 6/30/2023 NAPA OIL FILTERS-AMBULANCE & HARD WATER TREATMENT-ST 1. FIRE ENGINE 701-9200-600.256.000 56.39 NESTOR GALVAN 7/3/2023 NAPA BRAKE PARTS CLEANER 701-9200-600.250.000 88.26 NESTOR GALVAN 7/3/2023 NAPA DRIVESHAFT-UNIT 184 701-9200-600.256.000 208.71 NESTOR GALVAN 7/5/2023 CAMACHO TIRES TIRE REPAIR-UNIT 199 701-9200-600.255.000 25.00 NESTOR GALVAN 7/5/2023 NAPA BATTERY-UNIT 199 701-9200-600.256.000 176.17 NESTOR GALVAN 7/5/2023 ISAACS AUTOMOTIVE REPAIR AUTO SERVICE REPAIR-UNIT 189 701-9200-600.457.000 538.56 NESTOR GALVAN 7/6/2023 NAPA BATTERY-UNIT 721 701-9200-600.256.000 183.08 NESTOR GALVAN 7/7/2023 NAPA BLOWER MOTOR RESISTER-UNIT 718 701-9200-600.256.000 56.43 NESTOR GALVAN 7/8/2023 CAMACHO TIRES TIRES-UNIT 187 701-9200-600.255.000 45.00
September 18, 2023 Council Packet Page 22
EMPLOYEE NAME TRANSACTION DATE VENDOR NAME DESCRIPTION OF PURCHASE ACCOUNT NUMBER AMOUNT US BANK INVOICE FOR CALCARD CHARGES: 6/23/23-7/24/23
NESTOR GALVAN 7/10/2023 NAPA REAR VIEW MIRROR, SENSOR-UNIT 720 701-9200-600.256.000 175.59 NESTOR GALVAN 7/10/2023 FAST TOW INC TOWING-UNIT 315 701-9200-600.458.000 350.00 NESTOR GALVAN 7/11/2023 CAMACHO TIRES TIRES-UNIT 1516 701-9200-600.255.000 520.00 NESTOR GALVAN 7/11/2023 NAPA PARTS-UNIT 1002 701-9200-600.256.000 332.06 NESTOR GALVAN 7/11/2023 NAPA POWER BRAKE BOOSTER-UNIT 719 701-9200-600.256.000 333.80 NESTOR GALVAN 7/11/2023 NAPA SERPENTINE BELT-UNIT 1315 701-9200-600.256.000 30.57 NESTOR GALVAN 7/12/2023 CAMACHO TIRES TIRE DISPOSAL 701-9200-600.255.000 15.00 NESTOR GALVAN 7/12/2023 NAPA HYD HOSE FITTINGS-E111 701-9200-600.256.000 258.04 NESTOR GALVAN 7/12/2023 NAPA BRAKE PARTS-UNIT 1002 701-9200-600.256.000 565.88 NESTOR GALVAN 7/12/2023 ISAACS AUTOMOTIVE REPAIR FUEL TANK PRESSURE SENSOR REPAIR-UNIT 720 701-9200-600.457.000 383.78 NESTOR GALVAN 7/13/2023 CAMACHO TIRES TIRE INSTALL-UNIT 1002 701-9200-600.255.000 180.00 NESTOR GALVAN 7/13/2023 NELSONS ACE HARDWARE CAR KEY-PATROL CAR 701-9200-600.256.000 23.39 NESTOR GALVAN 7/13/2023 NAPA CORE DEPOSIT CREDIT 701-9200-600.256.000 (72.32) NESTOR GALVAN 7/13/2023 NAPA FAN CLUTCH EXCHANGE 701-9200-600.256.000 (13.85) NESTOR GALVAN 7/13/2023 NAPA HYD HOSE FITTINGS 701-9200-600.256.000 12.92 NESTOR GALVAN 7/14/2023 SELMA LES SCHWAB TIRE CENTER ALIGNMENT-8562 701-9200-600.255.000 109.99 NESTOR GALVAN 7/14/2023 NAPA FAN CLUTCH EXCHANGE 701-9200-600.256.000 13.85 NESTOR GALVAN 7/14/2023 MERCEDES BENZ OF FRESNO UNIT 8562- STEERING REPAIR 701-9200-600.457.000 524.41 NESTOR GALVAN 7/17/2023 CAMACHO TIRES TIRE INSTALL- UNIT 195 701-9200-600.255.000 90.00 NESTOR GALVAN 7/17/2023 NELSONS ACE HARDWARE 8508 EQUIPMENT REPAIRS 701-9200-600.457.000 130.00 NESTOR GALVAN 7/17/2023 NELSONS ACE HARDWARE ROPE/ROPE STARTER-STIHL MS 460 UNIT 8734 701-9200-600.457.000 35.12 NESTOR GALVAN 7/17/2023 FAHRNEY FORD OIL CHANGE/AIR FILTERS REPLACEMENT/WIPER BLADE REPLACEMENT/DIAGNOSTIC-UNIT 195 701-9200-600.457.000 807.40 NESTOR GALVAN 7/19/2023 NAPA DEGREASER AND SAFETY ABSORB ANT ROLL 701-9200-600.250.000 33.16 NESTOR GALVAN 7/19/2023 NAPA DEGREASER 701-9200-600.250.000 20.78 NESTOR GALVAN 7/19/2023 NAPA ROTORS 701-9200-600.256.000 (83.96) NESTOR GALVAN 7/19/2023 NAPA CORE DEPOSIT CREDIT 701-9200-600.256.000 (143.19) NESTOR GALVAN 7/19/2023 NAPA CORE DEPOSIT CREDIT 701-9200-600.256.000 (58.58) NESTOR GALVAN 7/19/2023 NAPA RIBBED BELT-UNIT 1315 701-9200-600.256.000 53.77 NESTOR GALVAN 7/19/2023 NAPA TIRE VALVE/PARTS-ST. 1 701-9200-600.256.000 25.98 NESTOR GALVAN 7/6/2023 ASBURY ENVIRONMENTAL COLLECTION OF HAZARDOUS MATERIALS 701-9200-600.400.000 56.93 NICOLETTE ANDERSEN 6/22/2023 WALMART SAC- ON YOUR FEET! SNACK BAR SUPPLIES 605-4300-600.250.000 230.06 NICOLETTE ANDERSEN 6/22/2023 SIGNUP GENIUS SAC- AUDITION SIGN UP PLATFORM 605-4300-600.400.000 24.99 NICOLETTE ANDERSEN 6/24/2023 SAVEMART SAC- ON YOUR FEET! SNACK BAR SUPPLIES 605-4300-600.250.000 81.78 NICOLETTE ANDERSEN 6/25/2023 WALMART SAC- ON YOUR FEET! SNACK BAR SUPPLIES 605-4300-600.250.000 192.26 NICOLETTE ANDERSEN 6/25/2023 SEQUOIA PRINT AND SHIP SAC- ON YOUR FEET! PROGRAM PRINTS 605-4300-600.250.000 162.80 NICOLETTE ANDERSEN 6/27/2023 SLACK SAC MARKETING PLATFORM 605-4300-600.400.000 61.52 NICOLETTE ANDERSEN 6/27/2023 MUSIC THEATER INTERNATIONAL SAC- MEAN GIRLS RIGHTS DEPOSIT 605-4300-600.400.000 1,000.00 NICOLETTE ANDERSEN 6/28/2023 AMAZON SAC- ON YOUR FEET! BATTERIES 605-4300-600.250.000 199.90 NICOLETTE ANDERSEN 6/29/2023 WALMART SAC- ON YOUR FEET! SNACK BAR SUPPLIES 605-4300-600.250.000 103.65 NICOLETTE ANDERSEN 6/30/2023 WALMART SAC- ON YOUR FEET! SNACK BAR SUPPLIES 605-4300-600.250.000 82.98 NICOLETTE ANDERSEN 7/1/2023 WALMART SAC- ON YOUR FEET! SNACK BAR SUPPLIES 605-4300-600.250.000 59.48 NICOLETTE ANDERSEN 7/1/2023 WALGREENS SAC- ON YOUR FEET! SUPPLIES 605-4300-600.250.000 3.79 NICOLETTE ANDERSEN 7/1/2023 WALGREENS SAC- ON YOUR FEET! SUPPLIES 605-4300-600.250.000 21.79 NICOLETTE ANDERSEN 7/3/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 324.82 NICOLETTE ANDERSEN 7/3/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 113.82 NICOLETTE ANDERSEN 7/3/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 19.52 NICOLETTE ANDERSEN 7/6/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 20.59 NICOLETTE ANDERSEN 7/6/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 68.11 NICOLETTE ANDERSEN 7/6/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 104.97 NICOLETTE ANDERSEN 7/6/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 66.14 NICOLETTE ANDERSEN 7/6/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 61.36 NICOLETTE ANDERSEN 7/6/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 7.53 NICOLETTE ANDERSEN 7/6/2023 BACKDROP FANTASTIC CKP- WILLY WONKA JR BACKDROP 100-4300-600.400.000 1,544.26
September 18, 2023 Council Packet Page 23
EMPLOYEE NAME TRANSACTION DATE VENDOR NAME DESCRIPTION OF PURCHASE ACCOUNT NUMBER AMOUNT US BANK INVOICE FOR CALCARD CHARGES: 6/23/23-7/24/23
NICOLETTE ANDERSEN 7/7/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 27.76 NICOLETTE ANDERSEN 7/7/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 71.23 NICOLETTE ANDERSEN 7/7/2023 AMAZON SAC-ON YOUR FEET! COSTUME RECHARGE 605-4300-600.250.000 40.03 NICOLETTE ANDERSEN 7/8/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 385.82 NICOLETTE ANDERSEN 7/9/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 24.84 NICOLETTE ANDERSEN 7/9/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 65.06 NICOLETTE ANDERSEN 7/9/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 55.52 NICOLETTE ANDERSEN 7/9/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 360.88 NICOLETTE ANDERSEN 7/10/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 314.42 NICOLETTE ANDERSEN 7/10/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 552.04 NICOLETTE ANDERSEN 7/10/2023 AMAZON PRIME PRIME MEMBERSHIP 605-4300-600.400.000 16.26 NICOLETTE ANDERSEN 7/11/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 7.48 NICOLETTE ANDERSEN 7/12/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 29.27 NICOLETTE ANDERSEN 7/12/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 194.51 NICOLETTE ANDERSEN 7/13/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 61.36 NICOLETTE ANDERSEN 7/14/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 7.53 NICOLETTE ANDERSEN 7/14/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 368.29 NICOLETTE ANDERSEN 7/14/2023 THE HOME DEPOT CKP- WILLY WONKA JR SET SUPPLIES 100-4300-600.250.000 193.89 NICOLETTE ANDERSEN 7/15/2023 DREAM HOST SAC- WEBSITE HOSTING 605-4300-600.400.000 5.00 NICOLETTE ANDERSEN 7/16/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 24.90 NICOLETTE ANDERSEN 7/17/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 40.08 NICOLETTE ANDERSEN 7/17/2023 AMAZON CKP- WILLY WONKA JR COSTUMES/ PROPS 100-4300-600.250.000 90.04 PAUL DEMMERS 6/22/2023 WALMART TV FOR HQ BEDROOM 100-2525-600.250.000 324.88 PAUL DEMMERS 6/22/2023 THE HOME DEPOT BLINDS & CURTAIN ROD FOR HQ BEDROOM 100-2525-600.250.000 87.82 PAUL DEMMERS 6/27/2023 THE HOME DEPOT SUPPLIES FOR HQ 100-2500-600.250.000 106.85 PAUL DEMMERS 6/28/2023 WALMART RETURN TV 100-2525-600.250.000 (296.71) PAUL DEMMERS 6/28/2023 WALMART TV PURCHASE FOR HQ BEDROOM & BATHROOM 100-2525-600.250.000 558.59 PAUL DEMMERS 6/28/2023 WALGREENS FRAMES FOR HQ 100-2525-600.250.000 55.95 PAUL DEMMERS 6/28/2023 NELSON HARDWARE KEYS FOR DC VEHICLE 100-2525-600.250.000 20.51 PAUL DEMMERS 7/2/2023 TARGET CUPS AND DISHES FOR HQ 100-2500-600.250.000 47.13 PAUL DEMMERS 7/3/2023 WALMART CLOCK FOR HQ 100-2500-600.250.000 32.23 PAUL DEMMERS 7/3/2023 THE HOME DEPOT TOWEL RING FOR HQ & STORAGE TOTES 100-2525-600.250.000 156.38 PAUL DEMMERS 7/4/2023 THE HOME DEPOT KEY SAFE FOR HQ 100-2500-600.250.000 66.65 PAUL DEMMERS 7/5/2023 CHEVRON FUEL 701-9200-600.257.000 73.84 PAUL DEMMERS 7/6/2023 AMAZON STORAGE CABINET FOR HQ 100-2525-600.250.000 128.49 PAUL DEMMERS 7/16/2023 WALMART CLEANING SUPPLIES FOR HQ 100-2500-600.250.000 46.30 PAUL DEMMERS 7/17/2023 WALMART FANS FOR HQ 100-2525-600.250.000 131.11 PAUL DEMMERS 7/22/2023 THE HOME DEPOT BLACKOUT TENT & SHADES FOR FRONT OFFICE 100-2500-600.250.000 146.85 PAUL DEMMERS 7/22/2023 THE HOME DEPOT RETURN OF WINDOW TENT 100-2525-600.250.000 (29.25) PAUL DEMMERS 7/22/2023 THE HOME DEPOT BLACKOUT TENT 100-2525-600.250.000 70.49 PAUL DEMMERS 7/22/2023 PAYPAL - PUBLIC SAFETY PEER SUPPORT TRAINING 295-2525-610.915.000 50.00 POLICE DEPT. NO. 1 7/3/2023 THE BEARS DEN DONUTS FOR THREE OFFICERS SWEARING IN 100-2100-600.250.000 34.89 POLICE DEPT. NO. 1 7/3/2023 BIG 5 SPORTING GOODS COUNTER FOR JULY 3RD FIREWORK SHOW 100-2100-600.250.000 11.92 POLICE DEPT. NO. 1 7/3/2023 PETCO.COM DOG FOOD 100-2200-600.400.700 125.70 POLICE DEPT. NO. 1 7/3/2023 76 GAS STATION FUEL 701-9200-600.257.000 58.85 POLICE DEPT. NO. 1 7/3/2023 76 GAS STATION FUEL 701-9200-600.257.000 36.94 POLICE DEPT. NO. 1 7/3/2023 76 GAS STATION FUEL 701-9200-600.257.000 50.00 POLICE DEPT. NO. 1 7/3/2023 76 GAS STATION FUEL 701-9200-600.257.000 46.14 POLICE DEPT. NO. 1 7/3/2023 76 GAS STATION FUEL 701-9200-600.257.000 60.00 POLICE DEPT. NO. 1 7/4/2023 76 GAS STATION FUEL 701-9200-600.257.000 50.89 POLICE DEPT. NO. 1 7/4/2023 76 GAS STATION FUEL 701-9200-600.257.000 50.28 POLICE DEPT. NO. 1 7/4/2023 76 GAS STATION FUEL 701-9200-600.257.000 40.00 POLICE DEPT. NO. 1 7/5/2023 76 GAS STATION FUEL 701-9200-600.257.000 31.93
September 18, 2023 Council Packet Page 24
EMPLOYEE NAME TRANSACTION DATE VENDOR NAME DESCRIPTION OF PURCHASE ACCOUNT NUMBER AMOUNT US BANK INVOICE FOR CALCARD CHARGES: 6/23/23-7/24/23
POLICE DEPT. NO. 1 7/5/2023 76 GAS STATION FUEL 701-9200-600.257.000 51.67 POLICE DEPT. NO. 1 7/5/2023 76 GAS STATION FUEL 701-9200-600.257.000 35.22 POLICE DEPT. NO. 1 7/5/2023 76 GAS STATION FUEL 701-9200-600.257.000 29.72 POLICE DEPT. NO. 1 7/5/2023 76 GAS STATION FUEL 701-9200-600.257.000 20.00 POLICE DEPT. NO. 1 7/5/2023 76 GAS STATION FUEL 701-9200-600.257.000 40.00 POLICE DEPT. NO. 1 7/5/2023 76 GAS STATION FUEL 701-9200-600.257.000 63.10 POLICE DEPT. NO. 1 7/6/2023 CIRCLE K FUEL 701-9200-600.257.000 50.47 POLICE DEPT. NO. 1 7/6/2023 76 GAS STATION FUEL 701-9200-600.257.000 50.00 POLICE DEPT. NO. 1 7/6/2023 76 GAS STATION FUEL 701-9200-600.257.000 40.00 POLICE DEPT. NO. 1 7/6/2023 76 GAS STATION FUEL 701-9200-600.257.000 50.00 POLICE DEPT. NO. 1 7/7/2023 CIRCLE K FUEL 701-9200-600.257.000 50.18 POLICE DEPT. NO. 1 7/7/2023 CIRCLE K FUEL 701-9200-600.257.000 60.00 POLICE DEPT. NO. 1 7/8/2023 76 GAS STATION FUEL 701-9200-600.257.000 55.00 POLICE DEPT. NO. 1 7/8/2023 76 GAS STATION FUEL 701-9200-600.257.000 64.40 POLICE DEPT. NO. 1 7/8/2023 76 GAS STATION FUEL 701-9200-600.257.000 77.00 POLICE DEPT. NO. 1 7/8/2023 CIRCLE K FUEL 701-9200-600.257.000 43.19 POLICE DEPT. NO. 1 7/8/2023 CIRCLE K FUEL 701-9200-600.257.000 21.62 POLICE DEPT. NO. 1 7/9/2023 CIRCLE K FUEL 701-9200-600.257.000 50.00 POLICE DEPT. NO. 1 7/12/2023 76 GAS STATION FUEL 701-9200-600.257.000 48.93 POLICE DEPT. NO. 1 7/13/2023 76 GAS STATION FUEL 701-9200-600.257.000 68.75 POLICE DEPT. NO. 1 7/13/2023 CIRCLE K FUEL 701-9200-600.257.000 59.00 POLICE DEPT. NO. 1 7/13/2023 CIRCLE K FUEL 701-9200-600.257.000 44.82 POLICE DEPT. NO. 1 7/14/2023 76 GAS STATION FUEL 701-9200-600.257.000 55.00 POLICE DEPT. NO. 1 7/14/2023 CIRCLE K FUEL 701-9200-600.257.000 61.58 POLICE DEPT. NO. 1 7/14/2023 CIRCLE K FUEL 701-9200-600.257.000 49.86 POLICE DEPT. NO. 1 7/14/2023 CIRCLE K FUEL 701-9200-600.257.000 53.89 POLICE DEPT. NO. 1 7/15/2023 GALLS PEPPER SPRAY AND DUTY BELTS 100-2200-600.250.000 520.34 POLICE DEPT. NO. 2 6/28/2023 AMAZON SUPPLIES CODE ENFORCEMENT OFFICE 100-2200-600.250.000 50.70 POLICE DEPT. NO. 2 7/12/2023 SVJC TRAINING FOR CODE ENFORCEMENT 100-2200-610.915.000 100.00 RENE GARZA 6/29/2023 76 GAS STATION FUEL 701-9200-600.257.000 60.42 RENE GARZA 6/30/2023 AMAZON MARKET PLACE CELL PHONE EVIDENCE LOCKERS (PER CHIEF) 100-2100-600.250.000 613.97 RENE GARZA 7/5/2023 76 GAS STATION FUEL 701-9200-600.257.000 114.91 RENE GARZA 7/9/2023 76 GAS STATION FUEL 701-9200-600.257.000 29.22 RENE GARZA 7/9/2023 76 GAS STATION FUEL 701-9200-600.257.000 67.61 RENE GARZA 7/9/2023 76 GAS STATION FUEL 701-9200-600.257.000 54.24 RENE GARZA 7/9/2023 76 GAS STATION FUEL 701-9200-600.257.000 46.93 RENE GARZA 7/10/2023 76 GAS STATION FUEL 701-9200-600.257.000 50.40 RENE GARZA 7/10/2023 76 GAS STATION FUEL 701-9200-600.257.000 42.30 RENE GARZA 7/10/2023 76 GAS STATION FUEL 701-9200-600.257.000 40.00 RENE GARZA 7/13/2023 76 GAS STATION FUEL 701-9200-600.257.000 60.96 REYNA RIVERA 6/28/2023 CANVA SUBSCRIPTION 100-1700-600.215.000 12.99 RICHARD FIGUEROA 6/29/2023 76 GAS STATION FUEL 701-9200-600.257.000 154.20 RICHARD FIGUEROA 7/5/2023 76 GAS STATION FUEL 701-9200-600.257.000 87.25 RICHARD FIGUEROA 7/11/2023 76 GAS STATION FUEL 701-9200-600.257.000 68.50 RICHARD FIGUEROA 7/11/2023 76 GAS STATION FUEL 701-9200-600.257.000 74.22 RICHARD FIGUEROA 7/18/2023 AXON TASER EQUIPMENT/ TRAINING 100-2200-600.250.000 192.00 ROBERT PETERSEN 6/30/2023 POSITIVE PROMOTIONS KIDS FIRE HELMETS 100-2550-600.250.000 329.95 ROBERT PETERSEN 6/30/2023 FIRE SAFETY EDUCATION STICKERS 100-2550-600.250.000 300.00 ROBERT PETERSEN 7/3/2023 76 GAS STATION FUEL 701-9200-600.257.000 92.69 ROBERT PETERSEN 7/7/2023 CALIFORNIA FIRE CHIEFS ASSOCIATION MEMBERSHIP 100-2500-610.900.000 1,080.00 ROBERT PETERSEN 7/11/2023 FIRE HOSE DIRECT FIRE HOSE 295-2500-600.250.000 3,304.10 ROBYN LEWIS 6/27/2023 AMAZON SUPPLIES REFUND 100-2100-600.250.000 (195.24) ROBYN LEWIS 6/27/2023 AMAZON SUPPLIES 100-2200-600.250.000 123.38
September 18, 2023 Council Packet Page 25
EMPLOYEE NAME TRANSACTION DATE VENDOR NAME DESCRIPTION OF PURCHASE ACCOUNT NUMBER AMOUNT US BANK INVOICE FOR CALCARD CHARGES: 6/23/23-7/24/23
ROBYN LEWIS 6/30/2023 USPS STAMPS- CARRASCO THANK YOU CARDS 100-2100-600.120.000 25.20 ROBYN LEWIS 6/30/2023 HEAVENLY CREATIONS CARRASCO THANK YOU CARDS 100-2100-600.250.000 70.78 ROBYN LEWIS 6/30/2023 AMAZON SUPPLIES 100-2200-600.250.000 89.50 ROBYN LEWIS 7/13/2023 AMAZON SUPPLIES 100-2200-600.250.000 48.70 ROBYN LEWIS 7/18/2023 USPS MAILED 2023 NCIC AUDIT 100-2100-600.120.000 11.40 ROBYN LEWIS 7/18/2023 WALMART SUPPLIES FOR CHIEF'S MEETING 100-2200-600.250.000 28.81 ROBYN LEWIS 7/20/2023 ARROWHEAD FORENSICS SUPPLIES EVIDENCE 100-2200-600.250.000 169.39 RUDOLFO ALCARAZ 6/30/2023 UNCLE HARRY'S - REEDLEY CARRASCO LUNCH CHECK IN 100-2200-600.250.000 128.28 RUDOLFO ALCARAZ 7/15/2023 SURF THRU CAR WASH 100-2200-600.400.000 24.99 RUDOLFO ALCARAZ 7/21/2023 CIRCLE K GAS 701-9200-600.257.000 74.29 TIFFANY FLORES 6/22/2023 COSTCO OFFICE SUPPLIES 100-1300-600.250.000 72.85 TIFFANY FLORES 7/3/2023 AMAZON REFUND 100-1300-600.250.000 (15.00) TIFFANY FLORES 7/13/2023 ROCKY'S DONUTS FINANCE DIRECTOR INTERVIEW; SUPPLIES 100-1400-600.250.000 20.00 TIFFANY FLORES 7/13/2023 CHO'S KITCHEN FINANCE DIRECTOR INTERVIEW; SUPPLIES 100-1400-600.250.000 39.31 TIFFANY FLORES 7/18/2023 AMAZON OFFICE SUPPLIES 100-1300-600.250.000 16.60 TIFFANY FLORES 7/19/2023 COSTCO OFFICE SUPPLIES 100-1300-600.250.000 69.35 TIFFANY FLORES 7/20/2023 99 CENT STORE OFFICE SUPPLIES 100-1300-600.250.000 9.75 TIFFANY FLORES 7/20/2023 STAPLES STAFF TRAINING; SUPPLIES 100-1300-600.250.000 128.67 TIFFANY FLORES 7/21/2023 CHIPOTLE STAFF TRAINING; FOOD 100-1300-600.250.000 177.00 TIM CANNON 6/27/2023 HOME DEPOT GARDEN HOSE/ CAR WASH AT PD 100-2200-600.250.000 27.10 TIM CANNON 7/5/2023 76 GAS STATION FUEL, PUMPS DOWN 701-9200-600.257.000 71.76 TIM CANNON 7/6/2023 NELSON HARDWARE PAD LOCK OLD PD GATE 100-2200-600.250.000 19.51 TIM CANNON 7/14/2023 76 GAS STATION FUEL, PUMPS DOWN 701-2200-600.250.000 76.94 85,531.09
September 18, 2023 Council Packet Page 26
CITY MANAGER’S/STAFF’S REPORT
COUNCIL MEETING DATE: September 18, 2023
__________________________________________________________________________ ITEM NO:
SUBJECT:
1. Consideration of Approval of Submittal No. 2021-0009 a Request for an Annexation, Prezone, Modification of Site Plan Review No. 2006-0008, and adoption of a subsequent EIR Addendum pursuant to CEQA Guidelines Section 15164 within the Selma Grove Project Area.
______________________________________________________________________________ BACKGROUND:
On February 1, 2010, the City of Selma certified a Final Environmental Impact Report (EIR) and approved a General Plan Amendment, pre-zoning, and site plan (Site Plan Review No. 2006-008), for the Rockwell Pond Commercial Project: a commercial center encompassing 94 acres with 973,100 square feet of development plus a 102-room hotel site. After these approvals, no further action toward developing the project occurred for several years.
The approved Project was subsequently renamed as the Selma Grove Project. In May 2016, the City approved Minor Modification (requested by the Fahrney Group) 2007-0148 to Site Plan 2006-008 to adopt a revised phasing plan for the development of the Project ("Selma Grove Phase I Annexation Project"). The Selma Grove Phase I Annexation Project delineated 48,693 square feet of space for an auto dealership, a proposed 102-room hotel and an additional 317,300 square feet of commercial retail uses on approximately 36 acres of land.
The 36 acres were subsequently annexed to the City of Selma pursuant to the DeWolf-Floral Reorganization (RO 16-4), approved by Fresno County LAFCO on June 8, 2016. The approval of the Phase I Annexation Project included environmental review and adoption of a Mitigated Negative Declaration ("MND") (MND No. 2016-0021), which was tiered from previously adopted Final EIRs in accordance with California Environmental Quality Act (CEQA) Guidelines Section 15152.
The entire site is currently comprised of nine parcels denoted by Assessor’s Parcel Numbers (Attachment 1). The applicant is proposing the annexation and prezone of 29 acres, which is the remaining area from the original project (SPR No. 2006-008) in 2010. The specific parcels being annexed are 348-191-07s, 10s, and 11s (Attachment 1 and 2). The property will be prezoned to be zoned CR, and amending an existing site plan for regional commercial development located north of Floral Ave and west of State Route 99 (Attachment 3). The site is adjacent to an existing regional commercial development to the east, open space to the north, vacant land to the west, and vacant land to the south. The proposed development includes a shopping center with retail stores, restaurants, and a movie theatre. An outdoor auditorium, family BBQ and picnic area is also proposed as an amenity for the project. The original approved site plan is shown in Attachment 4.
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DISCUSSION:
To consider the approval of Application No. 2021-0009 (Project), which consists of, an Annexation and Prezone of approximately 29 acres and the amendment of an approved Site Plan encompassing an approximately 63-acre property (including 36 acres annexed) located north of Floral Ave, east of DeWolf, and west of State Route 99 to allow for Regional Commercial development.
Modifications to Site Plan
The proposed project is an amendment to an approved site plan (Site Plan Review No. 2006- 0008) that reduces the overall total acreage of the Project and the total square footage of development from what was previously proposed. As proposed, the ultimate buildout of the Project would be reduced from approximately 94 acres to 65 acres (including approx. 36 acres from the previous annexation in 2016). The total square footage of the development would be effectively reduced from 973,100 square feet to approximately 620,000 square feet in addition to the 102-room hotel. The modified project proposes approximately 570,000 square feet of new retail businesses (Attachment 5). Related to the reductions in size and square footage, the Project as modified would also entail some reconfiguration of the layout of development within the project site.
Conditions of Approval are provided as Attachment 6. Conditions were received from internal departments and external agencies to ensure the development is compatible with surrounding development and is constructed according to all plans, codes, and adopted regulations. The conditions also include all mitigation measures required according to the CEQA evaluation. Certain of the mitigation measures originally proposed as part of the certified Final EIR have been revised by the Addendum to take into account the modified project and changes in the circumstances under which the Project is to be developed.
Circulation
The Project proposes four separate ingress and egress drive approaches off of Floral Avenue.
Floral Avenue provides the only public access points for the proposed project. The City of Selma General Plan depicts that Floral Avenue is planned as a 4-lane Arterial roadway (Engineering Standard Drawing St-12). Interior circulation will be accomplished by implementing a large private road that connects to Floral Avenue, traveling to the northernmost use. Smaller roads and connection points are made from this main roadway.
Utilities and Infrastructure
California Water Service Company (Cal Water) will provide domestic water by water mains located in Floral Avenue. Wastewater will be collected via an existing sewer line in Floral Avenue. The Selma-Kingsburg-Fowler (SKF) Sewage Treatment Plant, which is located west of Highway 99 and west of Kingsburg, will be used for the treatment and disposal of the sewage generated by the project. Stormwater runoff will be directed to the permanent storm drain facilities located within the Rockwell Pond area. In accordance with Pacific, Gas & Electric Company’s Rule 20 regulations, will replace existing overhead electrical facilities with underground electric facilities adjacent to the Project site.
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Planning Commission Recommendation
The proposed Project was presented to Planning Commission on February 13, 2023.
Following Staff’s presentation and public comment, the Planning Commission deliberated and made a motion to recommend approval of the approval of Submittal 2021-0009, subject to a future, unspecified analysis that would recommend unknown traffic-related improvements in the Floral and Highland Intersection area to the City Council.
The policy point of improving traffic along Floral Avenue near State Route 99 is an ongoing discussion and the City has engaged CalTrans to study this area extensively. Staff has completed an operational analysis of the Floral/SR 99 southbound ramp and Floral/ Highland (SR43) intersections. The result of this analysis allows the City to move to the next step with CalTrans to begin investigating potential improvements to alleviate some congestion at these locations. Furthermore, the City has other applications in process that would implement the adopted circulation plans within the Northwest Selma Specific Plan to extend Stillman Street and create two north/south connections from Floral Avenue, thereby providing alternatives for motorists to gain access to Highland Avenue.
However, although well intentioned, the Planning Commission’s recommendation to essentially not allow the development of this project to commence until unknown improvements are identified would be contrary to vesting provisions for development as well as CEQA, which allows for fair share mitigation of project-related impacts. Therefore, Staff’s recommendation for approval to the City Council includes adoption of the Conditions of Approval and appropriate Mitigation Measures, as required by CEQA.
It should be noted that Staff has engaged the applicant to investigate options to better implement improvements through phasing. It has also been discussed that as part of development, the applicant could seek impact fee credits through the implementation of targeted improvements within the Impact Fee program that would directly benefit circulation patterns in this area. This method of mitigation would be much more beneficial than simply collecting impact fees and shifting the burden to the City for constructing improvements over time, which has been the historical practice for mitigating traffic impacts. Staff believes working with applicants to implement identified improvements, possibly through separate agreements, would provide immediate benefit to identified circulation issues.
Environmental Review (CEQA)
On February 1, 2010, the City of Selma certified a Final EIR for the Selma Grove Project, which at the time was referred to as the Rockwell Pond Commercial Project. The Project was a commercial center encompassing 94 acres with 973,100 square feet of development plus a 102-room hotel site. The Project EIR included mitigation measures to avoid and/or reduce environmental impacts resulting from the project. The EIR also determined that, despite the incorporation of mitigation measures, the project would result in significant and unavoidable effects on Agricultural Resources, Air Quality and Greenhouse Gas Emissions, and Traffic.
Pursuant to the DeWolf-Floral Fahrney Reorganization, approved by Fresno County LAFCO on June 8, 2016. The approval of the Phase I Annexation Project included environmental review and adoption of a Mitigated Negative Declaration ("MND") (MND No. 2016-0021), which was tiered from both the Final EIR for the Rockwell Pond September 18, 2023 Council Packet Page 29
Commercial Project and the Final EIR for the City of Selma 2035 General Plan Update in accordance with CEQA Guidelines Section 15152.
According to Section 15164(a) of the State CEQA Guidelines, an addendum to a previously certified EIR shall be prepared by a lead or responsible agency if changes or additions to the EIR are necessary but none of the conditions described in Section 15162 requiring the preparation of a subsequent or supplemental EIR are applicable. An addendum need not be circulated for public review but can be included in or attached to the EIR. An Addendum (Attachment 8) was prepared by Odell Planning. The Addendum proposed adjustments to the analysis of the original EIR (Attachment 9) to take into account the modifications of the proposed project and the reduction of the overall scope under which the Project is to be developed and that revisions to the previously adopted traffic impact mitigation measures are appropriate to address the traffic conditions resulting from the changes in the Project and the circumstances of its development. The Addendum includes mitigation measures substantiated by the updated Traffic Impact Analysis reflecting the modified project.
Mitigation Measure MM T-1 and MM T-2 (Cumulative Year 2030 Plus Project Traffic Conditions Scenario and Cumulative Year 2030 Plus Project Traffic Conditions Scenario and Cumulative Year 2030 with Dinuba Avenue Interchange Plus Project Traffic Conditions Scenario, respectively) identified in the EIR Addendum implement the intention of the Mitigation Measures identified in the original EIR. MM T-1 and T-2 serve to address the same concerns of the level of service impacts regarding the cumulative and Project impacts during the 2030 conditions scenario while clarifying the Project’s fair share responsibility associated with the improvements.
Notice of Public Hearing
The Public Hearing Notice was published one time in The Selma Enterprise on September 6, 2023. The adjacent property owners within 300 feet were notified of the hearing by the City via letter on September 8, 2023 (Attachment 10).
FISCAL IMPACT: There is no fiscal impact to the City of Selma with the aforementioned items. All fees due to the City for processing of entitlements were paid in full prior to the scheduling of the public hearing.
_________________________________________________________________________________ RECOMMENDATION: Approve – Annexation, Prezone, and Modified Site Plan Review Application Submittal No. 2021-0009 to modify Site Plan Review No. 2006-0008, adopt an Addendum to EIR SCH No. 2007061098, adopting Addendum Findings pursuant to CEQA Guidelines Section 15162.
______________________________________________________________________________ ______/s/_____________________________ _September 13, 2023__________ Trevor Stearns Date
City Planner
______/s/_____________________________ _September 13, 2023__________ Jerome Keene Date
Deputy City Manager
September 18, 2023 Council Packet Page 30
Attachments:
1. Assessor’s Parcel and Location Map
2. Annexation Map and Legal Description
3. Prezone Map
4. Original 2006-008 Site Plan
5. Proposed 2021-0009 Site Plan Modification
6. Conditions of Approval
7. Resolution approving Annexation, Prezone, Modified Site Plan Review, and EIR Addendum
8. Selma Grove EIR CEQA Addendum
9. Rockwell Pond Commercial Project EIR
10 Public Hearing Notice
11. Selma Grove Traffic Impact Assessment
12. Selma Grove Traffic Count Comparison Analysis
13. CalTrans Selma Grove Comment Letter dated 8/16/2021
14. Supplemental CalTrans Selma Grove Letter dated 2/10/2023 September 18, 2023 Council Packet Page 31
Attachment 1
Assessor’s Parcel and Location Map
Assessor’s Parcel and Location Map
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Attachment 2
Annexation Map and Legal Description
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September 18, 2023 Council Packet Page 34
September 18, 2023 Council Packet Page 35
September 18, 2023 Council Packet Page 36
Attachment 3
Prezone Map
Prezone Map
September 18, 2023 Council Packet Page 37
Attachment 4
2006-008 Original Approved Site Plan
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Modification of
Site Plan Review
No. 2006-08 Original Approved Site Plan
September 18, 2023 Council Packet Page 39
Attachment 5
2021-0009 Proposed Site Plan
September 18, 2023 Council Packet Page 40
FUTURE HOTEL HIGHWAY 99 350 178 515 206 209264 84 270 207' 232'
290' 196' 50' 46' 65' 65'
65' 240'
162' 275'
185'
60'
60' RETAIL BUILDING (ADJACENT SITE) EXISTING WALMART (ADJACENT SITE) TOYOTA DEALERSHIP 23329.7459 15785.6609 3540.5542 4264.9435 7980.1632 19 16586.0374 66 TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TCTC TC W M W M 218 60' 115' 105' 115' 105' 110' 185' 100' 240' 100' 244' 113' 158' 60' 120' 118' 120' 125' 120' 118' 120' 125' 101' 101' 143' 67'
250' 200' TC TC
195' 112' 260 180 130 40 NORTH E S W
35 PROJECT CONSULTANTS: ISSUE DATE: DRAWING TITLE:
ISSUE
TITLE: PROJECT TITLE: CLIENT/ OWNER: PROFESSIONAL STAMP(S):
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. Copyright © 2020,WOLFF ARCHITECTURE. ALL RIGHTS RESERVED. Jul 30, 2021 - 4:32pm TUTELIAN COMPANY WOLFF #: 200501 PROGRESS REVIEW SELMA GROVE REGIONAL ENTERTAINMENT & SHOPPING CENTER 1401 FULTON STREET SUITE 210 FRESNO, CA 93721 CURRENT 04.30.2021 REVISION HISTORY: PAGE SCALE: NOT FOR CONSTRUCTION #/#/2021 TITLE: DATE: # WOLFF ARCHITECTURE 829 S. LAKE STREET LOS ANGELES, CA 90057 T. 213.215.05630 Andrew@ WolffArch.com WWW.WOLFFARCH.COM A0.01NS SITE PLAN M1A1 M2A2 M4 M3 M5 M6 M7 M8 M7 M9 A3 A4 M11M10 M12S1 S2 R1 R2 S3 S4 S5 S6 A5 P1 P2 P3 S7 S8 S9 September 18, 2023 Council Packet Page 41
Attachment 6
CITY OF SELMA
CONDITIONS OF APPROVAL
Application 2021-0009
Proposed Selma Grove Commercial Development
The proposed project is an amendment to an approved site plan (Site Plan Review No. 2006- 008) that reduces the overall total acreage of the Project and the total square footage of development from what was previously proposed. As proposed, the ultimate buildout of the Project would be reduced from approximately 94 acres to 65 acre (including approx. 36 acres from the previous annexation in 2016). The total square footage of the development would be effectively reduced from 973,100 square feet to approximately 620,000 square feet in addition to the 102-room hotel. The modified project proposes approximately 570,000 square feet of new retail businesses. Related to the reductions in size and square footage, the Project as modified would also entail some reconfiguration of the layout of development within the project site. In addition, the project proposes an annexation and prezone.
The entire site plan development is subject to the conditions outlined herein. Failure to comply with these conditions of approval shall be grounds for revocation of this Site Plan approval and all other entitlements.
All final inspections to ensure compliance with the conditions shall be conducted prior to the issuance of a Certificate of Occupancy.
CONDITIONS:
Subsequent Conditions
1. The Project shall be filed with Fresno LAFCo in order to reorganize the City’s jurisdictional boundary in order to incorporate the Project area. The request for annexation is applicant driven. The subsequent approval of the Project’s Annexation will require the detachment from various County agencies as determined by Fresno LAFCo. Therefore, the Developer or successor in interest shall be subject to and responsible for payment of any/all required fees for the entirety of the annexation pursuant to the policies of LAFCo and the City of Selma; including cost incurred to the City of Selma by the detachment of all the annexation’s property from the Fresno County Fire Protection District.
Planning Division
2. The approval shall expire automatically within one (1) year on February 13, 2023 unless improvements have commenced. The site plan improvements shall be considered to have commenced when building permits are issued and 10% of the above ground construction has been completed. An extension of one (1) year may be granted by the Community Development Department.
3. The project shall be developed as shown on the Site Plan dated April 30, 2021, Floor Plans and Elevations including all notes as approved by the Community Development Department. Minor changes to the approved site plan that do not affect the intent or September 18, 2023 Council Packet Page 42
major design considerations may be approved administratively by the Community Development Department.
4. Developer shall comply with the Mitigation Monitoring and Reporting Program of the Rockwell Pond Commercial Project Final EIR and incorporated Addendum.
5. The applicant shall sign the “Acknowledgement and Acceptance of Conditions” form prior to issuance of the building permits.
6. Approval of this site plan does not exempt the project from compliance with all applicable sections of the Zoning Ordinance, Engineering, Public Works Improvement Standards and other City Ordinances or the payment of any fees.
7. The Developer or successor in interest shall be responsible for all actions of his contractors and subcontractors during the course of any work occurring on the site.
8. All construction debris must be removed from the site prior to opening the business to the public.
9. The Developer or successor in interest shall designate, in writing before starting work, an authorized representative who shall have complete authority to represent and to act for the Developer. Said authorized representative or his designee shall be present at the site of the work at all times while work is actually in progress on the development. During periods when work is suspended, arrangements acceptable to the City Building Official shall be made for any emergency work, which may be required.
Screening:
10. All roof-mounted mechanical equipment and any satellite dish shall be screened from ground-level view from the property lines by a parapet wall or shall be placed in equipment wells so that the equipment is not visible from the street.
11. The backflow device and/or electrical transformers must be screened with landscaping pursuant to Document No. 063422 Landscape Screen for Pad-Mounted Transformer (PG & E Electric and Gas Service Requirements – Green Book). The proposed screening shall be submitted and approved by the Community Development Department prior to the issuance of building permits. No above-ground transformer is permitted on the required sidewalk within the public right-of-way.
12. Downspouts shall not be highly visible. All pipes, gutters, and chases attached to the building wall shall be painted a similar or complementary color to the existing wall that the item is attached to.
13. All electrical boxes, control boxes, and other equipment boxes (excluding traffic control) located along the project's street frontage shall be painted consistent with the building’s colors. Prior to painting, the boxes are to be treated with an etching primer (zinc chromate) or equivalent.
Signage:
September 18, 2023 Council Packet Page 43
14. All signage (including on-building, freestanding, and freeway signage) must be reviewed with a separate sign permit.
Architecture:
15. All exterior architectural elements not submitted must be reviewed and approved by the Community Development Department prior to issuance of the Building Permit.
Details on the plans must be finished in a style and in materials which are in harmony with the approved exterior of the building.
16. The Developer shall maintain in good repair all building exterior walls, awnings, lighting, trash enclosure, drainage facilities, driveways and parking areas. The premises shall be kept clean and any graffiti painted on the property shall be reported to the Police Department and removed by the property owner within 72 hours of occurrence.
17. Outside storage and/or equipment enclosures are not permitted.
18. No surface shall be mirrored so as to cause glare and annoyance to other adjacent properties.
Lighting:
19. An on-site exterior lighting plan shall be reviewed and approved by the Selma Police Department and Community Development Department.
20. Lighting elements shall be recessed into their fixtures to prevent glare. Exterior lighting shall be designed so as to have a sharp cut-off feature near property lines and not to illuminate adjacent properties. On-site light standards shall not exceed twenty feet (20’) in height.
21. Perimeter lighting shall include illumination of parking areas, loading areas, and driveways.
Landscaping:
22. The applicant shall submit a landscape plan for all landscaped areas at time of building permit submittal. The landscape plan shall be compliant with MWELO, including but not limited to the following conditions:
a. Plan shall include square footages of landscaped area shown and water use calculations.
b. Turf shall be limited to no more than 25% of total landscape area. c. No turf shall be permitted in any landscape area less than eight feet (8’) in width. d. The landscape plans shall include a regular maintenance schedule, per the Zoning Ordinance.
e. Water use classifications shall be based on WUCOLS IV.
23. Landscaping shall be maintained in a healthy, weed-free condition at all times and shall be designed with efficient irrigation practices to reduce runoff, promote surface filtration, and minimize the use of fertilizers and pesticides, which can contribute to September 18, 2023 Council Packet Page 44
runoff pollution. The owner’s representative shall inspect the landscaping on a monthly basis and any dead or dying plants and trees shall be replaced within ten days of the inspection.
24. The irrigation system must be developed with the water conservation standards. The irrigation system must be maintained in an operational condition, including replacement of missing or damaged sprinkler heads and timing equipment is to be set in accordance with City watering policies. All landscaping and irrigation systems must be installed according to the approved landscape plans before the final certificate of occupancy issuance.
25. All future improvements and modifications to the grounds and the structures must be reviewed and approved by the Community Development Department prior to the commencement of these changes. Minor changes to the approved site plan that do not affect the intent or major design considerations may be approved administratively by the Community Development Director or designee.
Building Division:
26. The Developer or successor in interest shall comply with all applicable requirements and sections of the most recent State adopted Uniform Codes and regulations as required.
27. The Developer or successor in interest shall provide all necessary construction and building plans for review and approval by the Building Official and pay all required building fees. All required building permits and inspections shall be obtained prior to the issuance of a Certificate of Occupancy and commencement of operations.
28. Specific measures shall be incorporated into the building design to reduce energy consumption and indirect area source emissions. These measures must include the use of motion sensitive lighting fixtures, solar or low-emission water heaters, low flow water usage fixtures and building orientation to take advantage of solar heating and natural cooling.
29. No building or structure shall be used or occupied, and no future change in the occupancy classification of building or structure or portion thereof shall be made until the Building Official has issued a Certificate of Occupancy or Temporary Certificate of Occupancy.
Engineering Division:
30. Drainage, grading, on-site and utility improvements shall be in accordance with plans reviewed and approved by the City Engineer. The Developer or successor in interest shall be responsible for the preparation of plans. The Developer shall provide preliminary soils report and pay for compaction tests. A copy of the final soils report and compaction test results shall be provided to the Selma Engineering Division. The Developer shall construct storm drainage facilities on, adjacent to and as deemed September 18, 2023 Council Packet Page 45
necessary by the City Engineer to service the project site, and any future development on the property.
31. The Developer or successor in interest shall submit to the City Engineer, a set of construction plans on 24" x 36" sheets with City standard title block for all required improvements (the Improvement Plans’). The Improvement Plans shall be prepared by a registered civil engineer, and shall include a site grading and drainage plan and an overall site utility plan showing locations and sizes of sewer, water, irrigation, and storm drain mains, laterals, manholes, meters, valves, hydrants, other facilities, etc.
These plans shall include a revised site plan with trash enclosure location, tanks, generators, per City of Selma requirements. Plan check and inspection fees per City of Selma shall be paid with the first submittal of said Improvement Plans. All Improvement Plans shall be approved by the City and all other involved agencies (SKF, Cal-Water, etc.) prior to the release of any development permits.
32. The drainage/site improvement plans for the development shall be prepared by a registered Civil Engineer for review and approval by the City Engineer prior to the issuance of permits. Storm water runoff shall be retained onsite per City of Selma Standards if there is no existing storm drain system in place.
33. Grade differentials between lots and adjacent properties shall be adequately shown on the grading plan and shall be treated in a manner in conformance with City of Selma standards. A header board or retaining wall shall be installed or constructed if grade differential is greater than twelve inches (12”).
34. Upon approval of Improvement Plans, the Developer or successor in interest shall provide the City with three (3) original wet-signed copies of the improvement plans for City signatures.
35. The Developer or successor in interest shall provide the current filing fee, plan check and inspection fees, and development impact fees at the rate in effect at the time of payment or have the fees payable directly to the City through a separate escrow account. All fees are payable prior to issuance of building permits, unless approved otherwise by the City Engineer
36. Right-of-way and complete street improvements along frontage streets will be required. The Developer or successor in interest shall provide geometric approval drawings for review and approval by the City Engineer prior to design of street improvements.
37. The design and construction of all off-site improvements shall be in accordance with City of Selma standards and construction specifications. The Developer or successor in interest shall be responsible for obtaining encroachment permits from the City of Selma for all work performed within the City's right-of-way and shall furnish to the City acceptable security to guarantee the construction of the off-site street improvements pursuant to determination by the City Engineer.
38. No above ground transformer is permitted on the required sidewalk within the public right-of-way.
September 18, 2023 Council Packet Page 46
39. Contractor shall verify all conditions in the field prior to commencing construction.
40. All existing overhead and new utility facilities located on-site, or within the street rights-of-way adjacent to this project site shall be undergrounded.
41. All underground public utilities installed under streets shall be installed, backfilled, compacted, tested and approved by the Engineer prior to placement of any aggregate base or asphalt concrete surfacing. Easements for utilities, including water, gas, telephone, electricity, sewage, pedestrian access, fire access, storm drainage, and irrigation facilities shall be provided, as required.
42. The Developer or successor in interest shall comply with the requirements of the Pacific, Gas and Electric Company (P.G. & E.). PG&E plans shall be submitted to the City Engineer for review prior to approval.
43. All new easements for public utilities shall be recorded, as necessary, prior to the issuance of the building permits for the proposed buildings. No portion of the buildings shall be located in a public utility easement. All easements of record shall be accurately plotted on the improvement plans clearly depicting the relationship of easements to proposed improvements.
44. All circulation areas on the site shall be paved with asphalt concrete to the satisfaction of the City Engineer. A Soils report shall be submitted that includes pavement sections.
45. All public and private improvements consisting of storm water systems, street medians, concrete curbs, gutters, sidewalks, wheelchair ramps, streetlights, site grading, striping and markings, signage, and pavement surfacing, and all other improvements shall be installed in accordance with City of Selma construction standards and specifications currently in effect and as approved by the City Engineer.
All sewer systems shall be approved by SKF and all water systems shall be approved by Cal-Water and approved plans submitted to the City Engineer.
46. The Developer or successor in interest shall install streetlights on metal poles to City of Selma and PG&E standards at the locations designated by the City Engineer.
Street light locations shall be shown on the utility plans submitted for approval.
Proof of PG&E approval shall be provided.
47. The design and details for the type and style of any block walls or fences shall be submitted to the Community Development Department and the City Engineer for review and approval prior to the issuance of building permits.
48. The Developer or successor in interest shall not install any fences, temporary or permanent, in the public right-of-way.
49. Within twenty (20) calendar days after all improvements have been constructed and accepted by the City, the Developer or successor in interest shall submit to the City of Selma Engineering Division two (2) copies of the approved set of construction September 18, 2023 Council Packet Page 47
plans revised to reflect all field revisions and marked "AS-BUILT" for review and approval.
50. Upon approval of the "AS-BUILTS" by the City, the Developer or successor in interest shall provide (1) full size copy and one digital copy of the "AS-BUILTS" to the City.
51. The Developer or successor in interest shall provide the City with original improvement plans and Auto CAD files of the Maps, improvement plans, and all drawings prepared in Auto CAD.
52. The Developer or successor in interest must comply with the City of Selma Engineering/Public Works Standards and Specification requirements. Any deviation from said standards and specifications must be approved by the City Engineer prior to construction.
53. The Developer or successor in interest shall require the surveyor/civil engineer for the development to notify, in writing, the City Engineer of any existing section corner, property corner or reference monuments damaged by the construction of improvements performed as part of the development. The applicant shall have all such monuments reset to the satisfaction of the City Engineer. A licensed land surveyor or civil engineer licensed to perform land surveying shall certify the placement of all required monumentation prior to final acceptance. Brass caps are required for installation of new monuments or replacement of prior installation.
Within five days after the final setting or replacement of all monuments has been completed, the engineer or surveyor shall give written notice to the City Engineer certifying that the final monuments have been set and that he has filed with the County Recorder all appropriate records of survey or corner records.
54. A Storm Water Pollution Prevention Plan will be required prior to approval of the grading plan.
55. The Developer or successor in interest shall contact the Regional Water Quality Board and comply with all requirements, pay all applicable fees required, obtain any required NPDES permit and implement Best Available Technology Economically Achievable and Best Conventional Pollutant Control Technology to reduce or eliminated storm water pollution during construction.
56. During construction, Developer or successor in interest is responsible to maintain a dust control program to prevent air pollution as well as discomfort or damage to adjacent and surrounding properties.
57. The Developer or successor in interest is responsible for pulling all permits and shall follow all rules, regulations and requirements of the San Joaquin Valley Air Pollution Control District for dust and emission reduction.
58. If the project site is outside the limits of the Cal-Water service area, a private well will be necessary to serve the project site for domestic water. This constitutes a public water system classified as a Transient Noncommunity Water System, which requires permitting by the California Department of Public Health, County of Fresno and or September 18, 2023 Council Packet Page 48
Division of Drinking Water. The Applicant shall submit a permit application, technical report, and application fee to the California Department of Public Health prior to construction of the proposed water system or provide documentation that a permit is already in place. The Applicant shall also demonstrate to the Department of Public Health and /or Division of Drinking Water that the well proposed to provide drinking water that meet drinking water standards.
59. All new wells shall also be approved and be constructed per the requirements of the Central Kings Groundwater Sustainability Plan (SKGSP).
60. This development shall comply with the California Code of Regulations Title 24 Fire Code. Fire system plans shall be submitted to the Fire Marshal for review and approval.
61. The Developer or successor in interest may be required to obtain an Underground Storage Tank Removal Permit from the Fresno County Department of Public Health, environmental Health Division, should any underground storage tank(s) be found during the project.
62. Prior to commencement of work, any existing wells that are not intended for use by the project shall be properly destroyed under permit(s) from the Fresno County Department of Public Heath, Environmental Health Division; and prior to destruction of any agricultural wells, a sample of the upper most fluid in the well column shall be sampled for lubricating oil, and any such oil found shall be removed from the well prior to placement of fill material for destruction and be handled in accordance with federal, state and local government requirements.
63. The Developer or successor in interest shall verify all existing improvements, along the frontage of the project, meets the American with Disabilities Act (ADA) requirements. Any existing improvements missing or not in compliance with current ADA requirements shall be replaced as necessary per current City and ADA standards.
64. The Developer or successor in interest shall submit a preliminary title report for the subject property.
65. The Developer or successor in interest shall submit a geotechnical soils report for the subject property.
66. All offsite and onsite sewer plans shall be submitted to Selma-Kingsburg-Fowler Sanitation District (SKF) and approved prior to the City of Selma approving the improvement plans. Applicant shall provide the City of Selma with a “Will Serve” letter from SKF indicating that they have capacity to serve the proposed development.
67. All offsite and onsite water plans shall be submitted to Cal-Water and approved prior to the City of Selma approving the improvement plans. Applicant shall provide the City of Selma with a “Will Serve” letter from SKF indicating that they have capacity to serve the proposed development.
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68. All damage to existing curb, gutter, sidewalk and pavement along any frontage shall be replaced in kind per City of Selma standards.
Engineering Division – Site Specific Conditions
69. The proposed project shall connect to the existing sewer main as required by SKF and plans shall be submitted to SKF for review and approval and SKF approved plans shall be submitted to the City of Selma.
70. The proposed project shall connect to the existing water main as required by CalWater and Cal-Water approved plans shall be submitted to the City of Selma. A proposed water service(s) with water meter(s) and backflow preventer(s) shall be installed per Cal-Water specifications.
71. All site drainage shall be directed to the permanent storm drain facilities in place at Rockwell Pond.
72. All onsite parking and drive aisles shall be a minimum of 2” thick asphalt concrete pavement. A soils report shall be submitted showing pavement thicknesses.
73. All ADA path of travels shall be per California Building Code and shown on the plans.
74. All improvements along Floral Avenue shall be constructed for an arterial street that includes a median island.
75. CalTrans proposals detailed in item 93 shall be required in regard to the CalTrans Letter dated August 16, 2021 (Attachment 13) and supplemental CalTrans Letter dated February 10, 2023 (Attachment 14).
76. All requirements listed in the Traffic Impact Analysis (TIS) prepared by JLB Traffic Engineering, Inc., dated March 13, 2019 (Project No. 001-005) shall be applicable, more specifically as follows:
[NOTE: The Traffic Mitigation Measures to be imposed on the Project, as detailed in the TIS, incorporates the arrangements stated in the TIS at page 93, under the heading: Project Buildout’s Equitable Fair Share of Future Transportation Improvements. (The Fair Share Principles”). In addition, all Mitigation Measures that require CalTrans approvals or cooperation assume that such approvals or cooperation will be timely and effectively provided.]
Highland Avenue / Golden State Boulevard:
1. Modify the traffic signal to implement overlap phasing of the southeast bound rightturn phase with the northbound left-turn phase.
2. Prohibit northbound to southbound U-turn improvements.
3. Increase southeast bound right turn storage length to 150’ per Queue Analysis Table XXVII which will be sufficient until 2030 Plus Project Buildout.
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Consistent with the Fair Share Principles, the Project’s mitigation obligation is to provide the Fair Share contribution to the improvements listed in items 1 and 3 above, consistent with the EIR Addendum Mitigation Measures T-1 and T-2, as applicable and the determinations in TIS Tables XXVII and XXVIX. The requirements of item 2 shall be a Project improvement requirement.
Note regarding improvement item 3 above: For Near Term Year 2025 Plus Project Buildout, the TIA suggests modifying the northbound and southbound right-turn lanes to become through-right lanes. Further clarification on these mitigations is needed because the existing right turn “lanes” are very short NB RT and SB RT slip lanes with little storage. These slip lanes were constructed to allow for adequate right-turn movement due to the skew of the road.
DeWolf Avenue / Floral Avenue
1. Implement all-stop control.
2. Add a westbound left-turn lane.
3. Modify the westbound left-through-right lane to a through-right lane.
4. Modify the intersection to accommodate the added lane.
Note: Suggest matching the improvements for the EB approach (adding a dedicated left turn lane and modifying the left-through-right lane to a through-right). Confirm and coordinate with County of Fresno.
Consistent with the Fair Share Principles, the Project’s mitigation obligation is to provide the Fair Share contribution to the improvements listed in items 2 through 4 above, consistent with the EIR Addendum Mitigation Measures T-1 and T-2, as applicable and the determinations in TIS Tables XXVII and XXVIX. The improvement requirements in item 1 shall be a Project improvement requirement.
Project Driveway 3 / Floral Avenue
1. Modify the westbound through-right lane to a through lane.
2. Add a westbound right-turn lane with 350 feet storage.
3. Add a second southbound left-turn lane with a receiving lane on Floral Avenue east of Project Driveway 3 with 375 feet storage.
4. Add an eastbound left-turn lane with 275 feet storage.
5. Signalize the intersection with protective left-turn phasing on all approaches.
6. On an Interim basis, prohibit pedestrians across the west leg of Floral Avenue.
7. Modify the intersection to accommodate the added lanes.
8. Project Driveway 3 shall have a minimum throat of 375 feet before any vehicular openings to the adjacent parking lots.
The requirements of the above improvement items be Project improvement requirements.
September 18, 2023 Council Packet Page 51
State Route 99 Southbound Off-Ramp / Floral Avenue
1. Modify the southbound through lane to a through-right lane.
Note: Will need to confirm with Caltrans to implement modifying signage and existing pavement arrows.
Consistent with the Fair Share Principles, the Project’s mitigation obligation is to provide the Fair Share contribution to the improvement referred to above, consistent with the EIR Addendum Mitigation Measures T-1 and T-2, as applicable and the determinations in TIS Tables XXVII and XXVIX.
State Route 99 Northbound Off-Ramp / Floral Avenue
1. Increase the storage capacity of the northbound right-turn lane to 350’. Based on currently geometrics this would essentially mean adding a dedicated right turn lane to the NB off ramp due to the added trips on the thru-left turn lane. This would likely be a Caltrans decision to implement.
Highland Avenue / Floral Avenue
Note: See TIS for improvements (Attachment 11 and 12). Highland Avenue and Floral Avenue will be highly impacted as a majority of the project trips will pass through this intersection. However, any of the above mitigations will be challenging to implement due to existing hardscape, businesses, and right-of-way constraints. Caltrans coordination will likely be required for many of the improvements.
Consistent with the Fair Share Principles, the Project’s mitigation obligation is to provide the Fair Share contribution to the improvements referred to above, consistent with the EIR Addendum Mitigation Measures T-1 and T-2, as applicable and the determinations in TIS Tables XXVII and XXVIX.
Whitson Street / Floral Avenue
1. Increase the storage capacity of the eastbound left-turn lane to 125 feet. This will result in closing the raised median gap just west of the existing east bound left-turn pocket.
2. Increase the storage capacity of the westbound left-turn lane to 175 feet.
McCall Avenue / Floral Avenue
1. Increase the storage capacity of the westbound left-turn lane to 125 feet.
2. Increase the storage capacity of the westbound right-turn lane to 125 feet.
3. Increase the storage capacity of the northbound left-turn lane to 175 feet.
Highland Avenue / Rose Avenue
September 18, 2023 Council Packet Page 52
1. Add an eastbound left-turn lane with 150 feet storage.
2. Modify the eastbound left-through lane to a through-right lane.
3. Remove the eastbound right-turn lane.
4. Add a westbound left-turn lane with 150 feet storage.
5. Modify the westbound left-through-right lane to a through-right lane.
6. Signalize the intersection with protective left-turn phasing on all approaches.
7. Modify the intersection to accommodate the added lanes.
Fire Department:
77. An approved KnoxBox shall be installed in approved locations at a height of 6-8 feet above grade, on the right side of building entrances. The key box shall contain labeled keys to gain access into all portions of the building. Applications are available online at KnoxBox.com.
78. Fire apparatus access roads shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of not less than 13.5 feet. South side of project allows for only 17’ of access. The minimum widths and clearances shall be maintained at all times (CFC 503). Where required by the fire code official, approved signs or other approved notices or markings that include the words NO PARKING – FIRE LANE shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof.
79. Portable fire extinguishers shall be selected, installed and maintained in accordance with the California Fire Code, NFPA Standard 10 and Chapter 3, Title 19 California Code of Regulations. All fire extinguishers, including new extinguishers, shall have a current California State Fire Marshal service tag attached to the extinguisher. Fire extinguishers shall be mounted on the wall at no more than 5 feet above the floor. (Gross weight not to exceed 40 pounds.) Fire extinguisher type and placement locations shall be shown on the plans and coordinated with Selma Fire Prevention Bureau.
80. Provide exterior electrical shunt trip with break-a-way lock, so in the event of a fire, all electrical to the buildings can be shut off from the exterior. Exterior electrical main labeled as ‘Main Shut Off’ with 4” minimum lettering.
81. Provide addresses clearly visible from the driveway approach. Address letters minimum of 8” in height, ¾” stroke and contrasting with background.
82. Construction documents (plans and cut sheets) and calculations for all fire protection and notification systems shall be provided in an approved format to Selma Fire Prevention Bureau (SFPB) for review. Installation or modification of any fire protection or notification system shall be started without first receiving a permit from SFPB.
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83. Plans submitted to Selma Fire Prevention Bureau shall include the governing codes used for the project, type of occupancy and construction. Provide a “Fire Protection” page in your general construction plans that include a depiction of all fire protection systems applicable to the project. Please include project notes indicating any applicable requirements that are not included on the page. List any submittals to be deferred in the project notes, such as; fire sprinklers, fire alarms, fire pumps, underground water supply, kitchen hood suppression systems, etc.
Police Department:
84. The Developer or successor in interest shall provide security cameras on the site with the design specifications and placement location approved by the Selma Police Department. The Developer or successor in interest shall provide additional storage capacity in the amount of one Terabyte for data to be stored that is generated by the project.
85. In addition to the review of the on-site exterior lighting plan, potential access to the roof, anti-graffiti measures and required on-site enforcement signage shall be reviewed and approved by the Selma Police Department and Community Development Department.
Selma Unified School District
86. Developer or successor in interest must contact Selma Unified School District and pay all applicable fees if any at the time of building permit issuance.
Solid Waste Disposal and Recycling
87. Refuse/trash/recycling enclosures shall be provided in locations shown on the site plan in accordance with the City standards listed and detailed in the City of Selma Commercial and Industrial Development Manual. The enclosure is to be architecturally compatible with the approved buildings and approved by the Community Development Department. The refuse enclosure gates must be kept closed and remain closed unless in use.
88. The proposed development on the site shall participate in the City’s recycling program and shall locate recycling bins within the proposed enclosures.
89. Nothing other than the City refuse/recycling bins shall be stored or kept in said enclosures. The Developer or successor in interest shall provide additional enclosure space if on-site enclosures are determined to be insufficient. Additional enclosure locations shall be reviewed and approved by the Community Development Department.
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90. The Developer or successor in interest shall contract with the city of Selma’s Disposal and Recycling service provider for solid waste disposal service.
91. Minor changes to the approved trash/recycling enclosure locations that do not affect the intent or major design considerations may be approved administratively by the Community Development Department.
Consolidated Mosquito Abatement District
92. The Developer or successor in interest shall refer to the Consolidated Mosquito Abatement District suggested rules and mitigation measures to reduce the incidence of mosquito.
San Joaquin Valley Unified Air Pollution Control District
93. The Developer or successor in interest shall comply with all District rules, regulations and mitigation measures to reduce pollutants.
Caltrans
94. The Developer or successor of interest shall comply with the following requirements recommended by the State of California Department of Transportation (CalTrans) as described in the attached letter dated August 16, 2021 (Attachment 13) and supplemental CalTrans Letter dated February 10, 2023 (Attachment 14), where there is a conflict between both letters, the supplemental letter dated February 10, 2023 applies. The proposed project shall be responsible for the Fair Share contributions to the proposed improvements, consistent with the analysis of updated Project Traffic Impact Analysis, as detailed in Mitigation Measure T-1 of the EIR Addendum and as detailed in item 94.
95. The Developer or successor in interest shall be responsible for their fair share contributions to the proposed improvements recommended by the State of California Department of Transportation (CalTrans) in the attached letters and mentioned below (Attachment 13 and supplemental letter Attachment 13). The developer or successor in interest shall be responsible for their fair share contributions consistent with the analysis of the updated Project Traffic Impact Analysis Mitigation Measure MM T-1 and CalTrans recommendations regarding the improvements detailed in Items 2 and 3 of Attachment 13 and further clarified in Attachment 14. The specific improvements are outlined as follows:
• Provide dual eastbound left turn lanes within the existing geometric constraints at the Floral and Highland Avenue intersection. • Any related intersection widening, signal relocation/modification and reconstruction of the existing raised median island if needed due to the above-mentioned improvement.
• Eliminate the Floral Avenue and State Route 99 Southbound off-ramp intersection crosswalk at the west leg of the intersection and construct a paved pedestrian walking path along the south side of Floral Avenue from the aforementioned intersection to the Floral Avenue and WalMart Driveway intersection.
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The timing in which these improvements must be constructed shall be no later than when 75% of total development is completed (measured by Square footage).
Improvements constructed by the developer described above shall also be subject to a reimbursement agreement with CalTrans to the extent the costs of such improvements exceed the developer’s fair share contribution requirements.
County of Fresno Human Health System - Environmental Health
96. All construction equipment must be maintained according to the manufacturers' specifications, and noise generating construction equipment must be equipped with mufflers. Noise-generation construction activities shall be limited to daytime hours as specified in the City’s Municipal Code.
97. All construction materials deemed hazardous as identified in any demolition process must be characterized and disposed of in accordance with current federal, State, and local requirements.
California Regional Water Quality Control Board
98. The Developer or successor in interest is required to comply with the State of California Water Resource Control Board requirements specifically related to the National Pollution Elimination System permit process.
Cal Water
99. The 12” water main will need to be extended west along Floral Ave to the end of the property. There are two options that can be considered:
a. Cal Water can provide large water services in the right-of-way along Floral Ave to where the owner can install their onsite plumbing and connect to our water service.
b. Cal Water can run water main onsite and install water services to individual buildings but this would require the owner to provide Cal Water with the necessary easements since the water main they would be installed on private property, versus installed in the City right-of-way. There would be no reimbursement for any infrastructure installed on private property. 100. All domestic, irrigation, and fire services will require backflow devices. When the owner is ready to start the water process, call Stuart Skoglund, Operations Manager at California Water Service (559) 896-3417.
SKF Sanitation District
101. Complete and submit a commercial sewer connection application prior to the issuance of the sewer connection permit.
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102. Provide a final set of detailed floor and plumbing plans for sewer evaluation (electronic format only).
103. Install sewer service later cleanout w/boxes at the property line as required. 104. Install grease traps as required.
105. Applicant to pay for the sewer connection permit prior to issuance of the building permit.
106. Call SKF for an inspection for all sewer installation. (48-hour notice required) 107. Buildings shall be metered separately from the landscaping, if applicable. 108. Modifications to the building, plumbing or occupant usage will require a reevaluation of the sewer connection permit. Connection to the sewer collection system shall be in accordance with the City and District’s Standards.
City Attorney - Defense and Indemnification Provisions:
109. The City shall not be liable to the Developer/successor in interest or to any other person, firm, or corporation whatsoever, for any injury or damage that may result to any person or property by or from any cause whatsoever in, on, or about the project of said land covered by this Agreement, or any part thereof. The preceding sentence shall not apply to any liability, loss, cost of damages caused solely by the negligence (active or passive) or willful misconduct of the City or its agents. 110. The Developer/successor in interest hereby releases and agrees to indemnify and hold the City, and its officers, agents, employees and volunteers harmless from and against any and all injuries to and deaths of persons or injuries to property, and all claims, demands, costs, loss, damage and liability, howsoever the same may be caused and whensoever the same may appear, resulting directly or indirectly from the performance or nonperformance of any or all work to be done in said project including but not limited to the street lights of way in said Project and upon the premises adjacent thereto pursuant to this Agreement, and also from any and all injuries to and deaths of persons and injuries to property or other interests, and all claims, demands, costs, loss, damage, and liability, howsoever same may be caused and whensoever same may appear, either directly or indirectly made or suffered by the Developer/successor in interest, the Developer's agents, employees, and subcontractors, while engaged in the performance of said work. The preceding sentence shall not apply to any liability, loss, cost, damage and liability caused solely by the negligence (active or passive) or willful misconduct of the City or its agents.
September 18, 2023 Council Packet Page 57
Attachment 7
RESOLUTION NO. 2023-__
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SELMA, CALIFORNIA, FINDING ANNEXATION NO. 2021-0009 FOR APPROXIMATELY 29 ACRES CONSISTENT WITH THE
GENERAL PLAN, RECOMMENDING PREZONING TO REGIONAL COMMERCIAL (CR)
ALONG WITH MODIFICATIONS TO THE SITE PLAN TO ALLOW FOR A REGIONAL
COMMERCIAL DEVELOPMENT, AND ADOPTION OF A SUBSEQUENT EIR ADDENDUM WHEREAS, on September 14, 2021, Cliff Tutelian (“Applicant”) filed an application requesting annexation of approximately 29 acres located north of Floral Avenue, east of DeWolf Avenue, and west of State Route 99 (APN: 348-19-7s, -10s, and 11s, -32, -36s-40s) (“Property”) into the City of Selma, Application No. 2021-0009 to prezone the Property as CR and amend an existing Site Plan (Site Plan Review No. 2006-0008 (“Application” or “Project”); and, WHEREAS, the Property is currently vacant/undeveloped, and the Applicant intends to develop the entire revised Project site (approx. 63-acre); and,
WHEREAS, the Project is located within the City of Selma’s Sphere of Influence and is adjacent to existing development, and is contiguous to the existing City limits, and therefore, annexation is appropriate to promote orderly urban development and growth; and,
WHEREAS, the Project is consistent with the General Plan, essential services can be provided, and the Project does not conflict with the established goals and objectives of the Land Use Element; and, WHEREAS, the Land Use Element of the General Plan designates the Property for Regional Commercial Development which permits commercial development, pursuant to the Selma Municipal Code; and,
WHEREAS, the development will have vehicular and pedestrian access from Floral Avenue; and, WHEREAS, the project was reviewed under the Environmental Impact Report (EIR) for the Rockwell Pond Commercial Project (SCH 2007061098) and attached Addendum; and, WHEREAS, City staff has evaluated the proposed Project pursuant to standards for subsequent environmental review outlined in State CEQA Guidelines section 15162 and concluded that the previously certified EIR and this Addendum would not result in conditions outlined in State CEQA Guidelines section 15162 that would require preparation of a subsequent or supplemental EIR; and, WHEREAS, pursuant to State CEQA Guidelines section 15164 (c), the Addendum is not required to be circulated for public review but can be attached to the previously certified Rockwell Pond EIR; and, WHEREAS, at a duly noticed Special Planning Commission meeting held on February 13, 2022, the Planning Commission of the City of Selma considered all testimony written, oral presented during the public hearing, and recommended approval of the Project to the City Council; and, WHEREAS, the City Council deliberated and hereby is able to make the required findings and recommendations for this Project.
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NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Selma hereby finds, determines, and declares the following:
Section 1. The above recitals are true and correct and are incorporated herein by reference; Section 2. All necessary public meetings and opportunities for public testimony and comment have been conducted in compliance with State Law and the Municipal Code of the City of Selma.
Section 3. That the Project is hereby recommended for approval subject to all statutes, regulations, and ordinances subject to the Conditions of Approval included in Attachment 6.
Section 4. State CEQA Guidelines section 15164 requires lead agencies to prepare an addendum to a previously certified EIR or MND if changes or additions to the project are necessary, but none of the conditions requiring preparation of a subsequent EIR or negative declaration are present. The City Council has reviewed and considered the Addendum for the proposed Project and the certified Rockwell Pond Commercial Project EIR and finds that those documents together contain a complete and accurate reporting of all of the environmental impacts associated with the proposed Project. The City Council further finds that the Addendum and administrative record have been completed in compliance with CEQA, the State CEQA Guidelines, and the City’s Local Guidelines.
Section 5. Based on the substantial evidence set forth in the record, including but not limited to the Addendum, the City Council finds that an addendum is the appropriate document for disclosing the minor changes that are necessary to account for the Selma Grove Commercial Project. The City Council finds that based on the whole record before it, including but not limited to the Addendum, the Rockwell Pond EIR, all related and supporting technical reports, and the staff report, none of the conditions identified in State CEQA Guidelines section 15162 requiring the need for further subsequent environmental review have occurred because:
a) The Selma Grove Commercial Project does not constitute a substantial change that would require major revisions of the previously certified EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; and
b) There have been no substantial changes with respect to the circumstances under which the Selma Grove Commercial Project or Rockwell Pond Commercial Project will be constructed that would require major revisions of the previously certified EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of the previously identified significant effect due to the overall scope of the Selma Grove Commercial Project resulting in a net decrease in overall impacts as compared to the previous project; and c) There has been no new information of substantial importance that was not known and could not have been known with the exercise of reasonable diligence at the time the Rockwell Pond Commercial; Project EIR was certified that has come to light, and that shows any of the following:
(i) that the Selma Grove Commercial Project or Rockwell Pond Commercial Project would have one or more significant effects not discussed in the certified EIR; (ii) that significant effects previously examined would be substantially more severe than shown in the certified EIR; (iii) that mitigation measures or alternatives previously found not to be feasible would in fact be feasible and would substantially reduce one or more significant effects, but the City Council declined to adopt such measures; or (iv) that mitigation measures or alternatives considerably different from those analyzed September 18, 2023 Council Packet Page 59
previously would substantially reduce one or more significant effects on the environment, but which the City Council declined to adopt.
Section 6. The City Council hereby approves and adopts the Addendum to the Rockwell Pond Commercial Project EIR. (SCH No. 2007061098).
Section 7. The City Council hereby approves the Selma Grove Project Submittal No. 2021-0009.
Section 8. The City Council hereby directs staff to prepare, execute, and file a CEQA Notice of Determination with the Fresno County Clerk’s Office within five working days of the approval of this Resolution.
Section 9. The City Council hereby directs staff to commence reorganization procedures with Fresno LAFCo.
Section 10. The provisions of this Resolution are severable and if any provision, clause, sentence, word or part thereof is held illegal, invalid, unconstitutional, or inapplicable to any person or circumstances, such illegality, invalidity, unconstitutionality, or inapplicability shall not affect or impair any of the remaining provisions, clauses, sentences, sections, words or parts thereof of the Resolution or their applicability to other persons or circumstances.
Section 11. That the City Clerk shall certify to the adoption of this Resolution and that the same shall be in full force and effect.
The foregoing Resolution was approved at a regular meeting of the City Council of the City of Selma held on the 18th day of September 2023 by the following vote:
AYES: COUNCIL MEMBERS:
NOES: COUNCIL MEMBERS:
ABSTAIN: COUNCIL MEMBERS:
ABSENT: COUNCIL MEMBERS:
____________________________
Scott Robertson
Mayor
ATTEST:
_______________________________
Reyna Rivera
City Clerk
September 18, 2023 Council Packet Page 60
Attachment 8
Selma Grove EIR CEQA Addendum
September 18, 2023 Council Packet Page 61
Addendum
to the
Environmental Impact Report
for the
City of Selma
Selma Grove Project
(formerly Rockwell Pond Commercial Project)
(State Clearinghouse No. 2007061098)
Prepared for:
City of Selma
Community Development Department
1710 Tucker Street
Selma, CA 93662
(559) 891-2209
Prepared by:
ODELL Planning &Research, Inc.
49346 Road 426, Suite 2
Oakhurst, California 93644
(559) 472-7167
www.odellplanning.com
June 2022
September 18, 2023 Council Packet Page 62
EIR Addendum, Selma Grove Project (formerly Rockwell Pond Commercial Project) i City of Selma
TABLE OF CONTENTS
SECTIONS PAGE
1 INTRODUCTION
1.1 Overview 1-1
1.2 CEQA Guidelines Authority and Procedures for Addendum 1-1
1.3 Scope and Content of Addendum 1-2
2 PROJECT BACKGROUND AND PROPOSED MODIFICATION
2.1 Project Background 2-1
2.2 Proposed Modification to the Project 2-2
Figure A: Original Site Plan – 2008 Rockwell Pond Commercial Project 2-3 Figure B: Proposed Site Plan for Modified Project 2-4
3 ENVIRONMENTAL REVIEW
3.1 Introduction 3-1
3.2 Aesthetics 3-1
3.3 Agricultural and Forestry Resources 3-2
3.4 Air Quality and Greenhouse Gas Emissions 3-2
3.5 Biological Resources 3-3
3.6 Cultural Resources 3-4
3.7 Geology, Soils, and Minerals 3-4
3.8 Hazards and Hazardous Materials 3-5
3.9 Hydrology and Water Quality 3-5
3.10 Land Use and Planning 3-6
3.11 Noise 3-6
3.12 Population and Housing 3-7
3.13 Public Services, Recreation, and Utilities Service Systems 3-7
3.14 Traffic 3-9
3.15 Cumulative Impacts 3-16
3.22 Conclusion 3-16
APPENDICES
A-1 Traffic Impact Analysis
A-2 March 2022 Addendum to the Traffic Impact Analysis
September 18, 2023 Council Packet Page 63
EIR Addendum, Selma Grove Project (formerly Rockwell Pond Commercial Project) 1-1 City of Selma
SECTION 1
Introduction
1.1 OVERVIEW
This document is an Addendum to the certified Environmental Impact Report (EIR) prepared by the City of Selma (City) for the Selma Grove Project (approved Project), formerly known as the Rockwell Pond Commercial Project, State Clearinghouse No. 2007016098. The Addendum has been prepared in order to determine whether modifications proposed for the Project would result in an increase in the severity of the impacts identified in the Project EIR or any new impacts not previously considered in the Project EIR.
On February 1, 2010, the City of Selma certified a Final EIR and approved the Rockwell Pond Commercial Project – a commercial center encompassing 94 acres with 973,100 square feet of development plus a 102-room hotel site. The certified EIR included mitigation measures to avoid and/or reduce environmental impacts resulting from the approved Project. The certified EIR also determined that, despite the incorporation of mitigation measures, the approved Project would result in significant and unavoidable effects on Agricultural Resources, Air Quality and Greenhouse Gas Emissions, and Traffic. At the time the EIR was certified, a General Plan Amendment, prezoning, and site plan (City of Selma Site Plan 2006-008) were also approved, but no further action toward developing the Project occurred at that time.
The approved Project was subsequently renamed the Selma Grove Project. In May 2016, the City approved Minor Modification 2007-0148 to Site Plan 2006-008 and subsequent environmental review (Mitigated Negative Declaration) to adopt a revised phasing for development of Site Plan 2006-008. This Project delineated 48,693 square feet of retail space intended for a car dealership, as well as a proposed 102-room hotel and an additional 317,300 square feet of retail uses on approximately 35.88 acres of land, which were subsequently annexed to the City.
The developer of Site Plan 2006-008 is now seeking to change the approved Project to reduce the ultimate buildout evaluated in the previously certified EIR to include a new total of 62.9 acres (including the 35.88 acres annexed) and reduce the square footage of development to a total of 619,093 square feet (which includes the existing 48,693 square-foot car dealership, 515,400square feet of retail land uses, and a 55,000 square foot movie theater) plus a 102-room hotel. (See Section 2 for a more detailed project description.) Additionally, the reduced-sized buildout would entail modifications to the mitigation measures for traffic impacts, which are based on a Traffic Impact Analysis prepared for the modified Project.
This Addendum EIR determines, based on substantial evidence, that minor changes or clarifications to the EIR are necessary but none of the conditions requiring the preparation of the subsequent or supplemental EIR are applicable. This Addendum also shows that, based on changes in the modified Project and circumstances in which the modified Project will be developed, revisions to the previously adopted traffic impact mitigation measures are appropriate to address the traffic conditions resulting from the changes in the Project and the circumstances of its development.
1.2 CEQA GUIDELINES AUTHORITY AND PROCEDURES FOR ADDENDUM Under Section 15164(a) of the State CEQA Guidelines, an addendum to a previously certified EIR shall be prepared by a lead or responsible agency if changes or additions to the EIR are necessary but none of the conditions described in Section 15162 requiring the preparation of a subsequent or supplemental EIR are applicable.
September 18, 2023 Council Packet Page 64
Section 1: Introduction
EIR Addendum, Selma Grove Project (formerly Rockwell Pond Commercial Project) 1-2 City of Selma
Section 15162 of the State CEQA Guidelines states that, for a project covered by a certified EIR, preparation of a subsequent or supplemental EIR rather than an addendum is required only if one or more of the following conditions occur:
1. Substantial changes are proposed in the project that will require major revisions of the previous EIR or negative declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects.
2. Substantial changes occur with respect to the circumstances under which the project is undertaken that will require major revisions of the previous EIR or negative declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects.
3. New information of substantial importance, which was not known and could not have been known with the exercise of reasonable diligence at the time the previous EIR was certified as complete or the negative declaration was adopted, shows any of the following:
a. The project will have one or more significant effects not discussed in the previous EIR or negative declaration;
b. Significant effects previously examined will be substantially more severe than shown in the previous EIR;
c. Mitigation measures or alternatives previously found not to be feasible would in fact be feasible and would substantially reduce one or more significant effects of the project, but the project proponents decline to adopt the mitigation measure or alternative; or
d. Mitigation measures or alternatives that are considerably different from those analyzed in the previous EIR would substantially reduce one or more significant effects on the environment, but the project proponents decline to adopt the mitigation measure or alternative.
Per CEQA Guidelines Section 15164(c), an addendum need not be circulated for public review but can be included in or attached to the EIR. The CEQA Guidelines further provide that the decision-making shall body consider the addendum with the EIR prior to making a decision on the project. Additionally, a brief explanation of the decision not to prepare a subsequent EIR pursuant to Section 15162, supported by substantial evidence, should be included in an addendum to an EIR, the lead agency’s findings on the project, or elsewhere in the record. This Addendum has been prepared to be considered alongside the original EIR, and the content of this Addendum includes a requisite explanation supported by substantial evidence in satisfaction of the requirements of the CEQA Guidelines.
1.3 SCOPE AND CONTENT OF ADDENDUM
This Addendum has been prepared in accordance with the requirements of the California Environmental Quality Act (CEQA) (Public Resources Code Section 21000 et seq.) and the State CEQA Guidelines (Title 14 California Code of Regulations Section 15000 et seq.). The Addendum considers each of the environmental impacts that were analyzed in the EIR and focuses on determining whether the modified project would result in an increase in the severity of the impacts identified in the prior EIR or would result in any new impacts not previously considered in the prior EIR. The criteria for determining the significance of environmental impacts in this Addendum analysis are the same as those contained within the previous EIR.
September 18, 2023 Council Packet Page 65
Section 1: Introduction
EIR Addendum, Selma Grove Project (formerly Rockwell Pond Commercial Project) 1-2 City of Selma
The topic areas considered in the prior EIR were as follows:
• Aesthetics
• Agricultural Resources
• Air Quality and Greenhouse Gas Emissions
• Biological Resources
• Cultural Resources
• Geology, Soils, and Minerals
• Hazards and Hazardous Materials
• Hydrology and Water Quality
• Land Use and Planning
• Noise
• Population and Housing
• Public Services, Recreation, and Utilities Service Systems • Traffic
• Cumulative Impacts
This Addendum also includes as appendices the following documents prepared by JLB Traffic Engineering, Inc.:
• Appendix A-1: Traffic Impact Analysis
• Appendix A-2: March 2022 Addendum to the Traffic Impact Analysis For additional reference, the original Rockwell Pond EIR is available to view on the City of Selma’s website:
https://cityofselma.com/departments/community_development/projects_and_studies.php#outer-50 September 18, 2023 Council Packet Page 66
EIR Addendum, Selma Grove Project (formerly Rockwell Pond Commercial Project) 2-1 City of Selma
SECTION 2
Project Background and Proposed Modification
2.1 PROJECT BACKGROUND
The Selma Grove Project is a regional commercial center development located on the north side of Floral Avenue southwest of State Route 99. At present, a portion of the Project is operational and has been annexed to the City of Selma, while the remainder of the Project is undeveloped and not yet annexed to the City. This EIR Addendum coincides with a proposal by the Project’s developer to reduce the total acreage and square footage of the Project from what was originally contemplated and approved.
The approved Project, originally named “Rockwell Pond Commercial Project,” was initially reviewed and approved by the City in 2010 with the certification of the Rockwell Pond Commercial Project EIR and approval of Site Plan 2006-008. At the time the EIR was certified, the Project encompassed 94 acres and included 973,100 square feet of commercial development plus a 102- room hotel site. A General Plan Amendment, pre-zoning, and site plan were adopted as part of the Project’s approval, but no further actions toward development of the Project were carried out at that time.
The certified EIR included mitigation measures to avoid and/or reduce potentially significant environmental impacts resulting from the Project. The certified EIR determined that impacts resulting from the Project would be less than significant or could be mitigated to a less than significant level, except for the following impacts which were determined to be significant and unavoidable: Agricultural Resources (conversion of Prime Farmland, conflict with existing zoning for agricultural use, and contribution to a cumulative loss of agricultural lands on adjacent property), Air Quality (violation of air quality standards or substantial contribution to existing or projected air quality violations for ROG and NOx emissions), and Traffic (opening day and cumulative traffic conditions, in the event traffic mitigation measures are not feasible).
The certified EIR included evaluation of three alternatives to the approved Project – a No Project Alternative (Alternative 1); an Alternative Site Plan (Alternative 2), which included one auto dealership site (rather than two dealership sites as proposed in the Project), reduced retail square footage by approximately 40,000 square feet, and reconfigured the arrangement of some commercial uses and drainage facilities; and an Alternative for Development of Phase I Only, which included 50.2 acres and about 572,000 square feet of commercial/retail uses (Alternative 3).
The No Project Alternative was found to result in lesser impacts than the proposed Project for all of the categories of environmental impacts evaluated, but it would also not accomplish any of the Project objectives. The Alternative Site Plan was found to have lesser impacts on hydrology, public services and utilities, and traffic, while having otherwise similar impacts. However, the EIR concluded that the Alternative Site Plan would not result in a substantial reduction to significant impacts of agricultural land conversion and air quality and would only result in a minor reduction in overall traffic. Development of Phase I Only was found to have lesser impacts on those same categories as Alternative 2 as well as agricultural resources, air quality, biological resources, cultural resources, hazards, and noise. Similarly, however, the certified EIR concluded this alternative would not reduce potential impacts to agricultural resources, air quality, or traffic to less than significant levels.
Following certification of the EIR and related approvals for Site Plan 2006-008, the Project was renamed the “Selma Grove Project.” In May 2016, the City approved Minor Modification 2007- 0148 to Site Plan 2006-008 to adopt a revised phasing for development of the Project (Selma Grove Phase I Annexation Project). The Selma Grove Phase I Annexation Project delineated 48,693 September 18, 2023 Council Packet Page 67
Section 2: Project Background and Proposed Modification EIR Addendum, Selma Grove Project (formerly Rockwell Pond Commercial Project) 2-2 City of Selma
square feet for an auto dealership, a proposed 102-room hotel and an additional 317,300 square feet of commercial retail uses on approximately 35.88 acres of land. The 35.88 acres were subsequently annexed to the City of Selma pursuant to the DeWolf-Floral Fahrney Reorganization, approved by Fresno County LAFCO on June 8, 2016. The approval of the Phase I Annexation Project included environmental review and adoption of a Mitigated Negative Declaration (MND) (MND No. 2016- 0021), which was tiered from both the Final EIR for the Rockwell Pond Commercial Project and the Final EIR for the City of Selma 2035 General Plan Update in accordance with CEQA Guidelines Section 15152.
2.2 PROPOSED MODIFICATIONS TO THE PROJECT
The proposed Project modifications evaluated in this Addendum involve reducing the total acreage of the Project and the total square footage of development from what was previously contemplated in the certified EIR. As modified, the ultimate buildout of the Project would be reduced from 94 acres to 62.9 acres (including the 35.88 acres from the Phase I Annexation), and the total square footage of development would be reduced from 973,100 square feet to 619,093 square feet, plus a 102-room hotel. The modified project includes the existing 48,693 square feet Toyota Dealership, plus a 465,400 square feet shopping center, a 50,000square feet supermarket, a 14,500 square feet pharmacy, a 3,000 square-foot fast-food restaurant, and a 55,000 square-foot movie theater, plus a 102-room hotel. Related to the reductions in size and square footage, the Project as modified would also entail some reconfiguration of the layout of development within the project site.
Figures A and B on the following pages present for comparison the original site plan from the certified EIR/Site Plan 2006-008 and the modified Selma Grove Project site plan that is to be incorporated into an updated Application for a Minor Site Plan Amendment. (It is noted that, compared to the alternatives that were considered as part of the certified EIR, the size and square footage of the Project as modified would fit between the reduced size “Alternative Site Plan” and “Phase 1 Only” Alternatives)
As discussed in more detail in Section 3 of this Addendum, the modified Project would result in a reduction in the overall trip generation. An updated Project Traffic Impact Analysis was conducted that evaluated the impacts of the modified Project on the intersections previously evaluated in the EIR.
The updated Project Traffic Impact Analysis was based upon a slightly different version of the layout of improvements on the reduced Project parcel. The total square footages of the improvements assumed in the updated Project Traffic Impact Analysis were slightly more than the current intended site plan. There were, however, no differences in the square footages assumed for the movie theater, auto dealership, supermarket, or the room count for the hotel. There are no presently known specific tenant uses for the balance of the site, but the assumptions made in the updated Project Traffic Impact Analysis remain a fair representative sample of potential site users.
That analysis has resulted in a revisions to the previously adopted traffic mitigation measures for street system improvements. However, the location and nature of the street system improvements are substantially similar to those incorporated in the original EIR’s mitigation measures. Further, the updated Project Traffic Impact Analysis confirms that the revised listing of proposed street system improvements will reduce the impacts to a less than significant level. The updated Traffic Impact Analysis further details the Project's fair share contributions to those improvements.
September 18, 2023 Council Packet Page 68
Section 2: Project Background and Proposed Modification EIR Addendum, Selma Grove Project (formerly Rockwell Pond Commercial Project) 2-3 City of Selma
Figure A: Original Site Plan – 2008 Rockwell Pond Commercial Project September 18, 2023 Council Packet Page 69
Section 2: Project Background and Proposed Modification EIR Addendum, Selma Grove Project (formerly Rockwell Pond Commercial Project) 2-4 City of Selma
Figure B: Proposed Site Plan for Modified Project
September 18, 2023 Council Packet Page 70
EIR Addendum, Selma Grove Project (formerly Rockwell Pond Commercial Project) 3-1 City of Selma
SECTION 3
Environmental Review
3.1 INTRODUCTION
This section includes a summary of each of the environmental impact topics previously evaluated in the Rockwell Pond Commercial certified EIR (February 2010) and a determination as to whether the modified Project would result in an increase in the severity of the impacts identified or any new impacts not previously considered. The evaluation in this Addendum follows the order that each topic appears in the certified EIR.
In the time since the EIR was certified, a portion of the commercial development included in the approved Project has been built and is operational. Aside from this progression of development, no substantial changes in circumstances have occurred at the approved Project site. No substantial changes in circumstances have occurred in the vicinity of the approved Project site, as the land use designations, zoning, and overall development patterns remain consistent with what was evaluated in the Project EIR.
In addition, except as discussed in the Traffic section to follow, the mitigation measures from the Project EIR remain in effect.
3.2 AESTHETICS
The certified EIR determined that impacts to aesthetics would be less than significant. No scenic vistas or scenic resources were identified as being present at the Project site or its vicinity, and the proposed commercial development was determined to be consistent with the character of existing and planned development in the area. In discussing potential impacts of the Project to the existing visual character or quality of the site and its surroundings, the EIR notes that the City of Selma considers the aesthetic quality of proposed projects during the processing of development entitlements in order to protect the visual character of the Selma area. Developers are required to submit detailed site plans and elevations, color renderings and/or a color and materials board, landscaping plan, sign program and all other required plans, and documentation to the City for review and approval before building permits are issued. Similarly, the City has adopted policies and development standards that regulate light and glare from proposed projects, and developers are required to submit a lighting plan for approval in conjunction with development applications.
The proposed Project modifications would reduce the total acreage and total square footage of development while maintaining the same character of development and the same uses (i.e., a commercial center with retail uses, 102-room hotel, and movie theater). There would be no change in the approved Project’s general street configurations or relationship to the surrounding community. Additionally, the modified Project would continue to be regulated through the City's adopted policies and development standards, and it will still be subject to the City’s development review processes before building permits are issued. Based on these factors, the modified Project would not result in any additional significant adverse aesthetic impacts or a substantial increase in the severity of the impacts identified in the EIR.
Conclusion: The modified Project would not result in any additional significant adverse aesthetic impacts or a substantial increase in the severity of the impacts identified in the certified EIR.
September 18, 2023 Council Packet Page 71
Chapter 3: Environmental Review
EIR Addendum, Selma Grove Project (formerly Rockwell Pond Commercial Project) 3-2 City of Selma
3.3 AGRICULTURAL RESOURCES
The certified EIR determined that impacts to Agricultural Resources would be significant and unavoidable due to the conversion of Prime Farmland to nonagricultural uses. As evaluated in the certified EIR, implementation of the approved Project entailed the loss of approximately 94 acres of Prime Farmland at full buildout, and the loss of productive agricultural land resulting from implementation of the Project would be irreversible. The certified EIR also noted the presence of new urban development could influence the conversion of agricultural lands surrounding the approved Project site to nonagricultural use. Mitigation measures were included requiring the approved Project to undertake actions mitigating the loss of agricultural land, maintain a minimum 100-foot buffer/transition area from adjacent agricultural areas, and provide a right-to-farm deed restriction recognizing the right to farm on adjacent agricultural properties. While the adopted mitigation measures were found to be sufficient in reducing the potential for conversion of surrounding agricultural lands to a less than significant impact, the impact of converting Prime Farmland to nonagricultural use remained significant and unavoidable. Other potential impacts pertaining to conflicts with existing zoning for agricultural use or Williamson Act contracts were determined to be less than significant.
The proposed Project modifications would reduce the amount of total acreage and square footage of development at the commercial center while maintaining the same character of development and the same uses as were evaluated in the EIR. As the land within the original 94-acre project site is now either vacant or has been developed with commercial uses, the Project’s significant and unavoidable impact of converting Prime Farmland to nonagricultural use has already occurred.
However, the modified Project will not result in the conversion of any additional Farmland, and the reduction of the approved Project’s acreage and square footage would entail lesser impacts upon agricultural uses in the vicinity. Further, the mitigation measures adopted to reduce impacts to agricultural resources would remain in effect and applicable to the Project. Therefore, the modifications to the approved Project would not result in any additional significant adverse impacts or a substantial increase in the severity of the impacts identified in the certified EIR.
Conclusion: Although impacts related to agricultural resources identified in the Project EIR will remain significant and unavoidable, the modified Project would not result in any additional significant adverse impacts related to agricultural resources, or a substantial increase in the severity of the impacts, from what was identified in the certified EIR.
3.4 AIR QUALITY AND GREENHOUSE GAS EMISSIONS
The certified EIR included an evaluation of the approved Project’s potential short-term and longterm impacts related to air quality and greenhouse gas emissions. Short-term emissions impacts were determined to be less than significant given compliance with the San Joaquin Valley Air Pollution Control District (SJVAPCD) Regulation VIII and the local municipal code. Long-term emissions from the Project were considered potentially significant, particularly based on the approved Project’s projected emission levels of Reactive Organic Gases (ROG) and Nitrogen Oxide (NOx), which would exceed SJVAPCD's thresholds for ROG and NOx, and due to potential impacts from fugitive particulate emissions. While the certified EIR determined implementation of mitigation measures would reduce impacts from fugitive dust emissions to a less than significant level, impacts from operational emissions of ROG and NOx were determined to remain significant and unavoidable. The certified EIR also determined the approved Project would have less than significant impacts regarding either exposure of sensitive receptors to substantial pollutant concentrations or creation of objectionable odors affecting a substantial number of people.
Regarding greenhouse gas emissions, the certified EIR determined the approved Project would generate greenhouse gas emissions that would cumulatively contribute to global warming and climate change. Per the certified EIR, even with incorporation of mitigation, greenhouse gas September 18, 2023 Council Packet Page 72
Chapter 3: Environmental Review
EIR Addendum, Selma Grove Project (formerly Rockwell Pond Commercial Project) 3-3 City of Selma
emissions would remain potentially significant and constitute a cumulatively considerable incremental contribution to the significant cumulative impact of global climate change.
The modifications to the Project would reduce the total acreage and square footage of development from what was originally contemplated and reviewed in the certified EIR, and the overall effect of the reduction in buildout is that the modified Project would result in lesser impacts related to air quality and greenhouse gas emissions. As discussed in more detail under the Traffic section, the modified Project’s reduced buildout would result in fewer total daily trips, AM peak hour and PM peak hour trips during a weekday, and Mid-Day peak hour trips during a Saturday – all of which would result in a reduction in the modified Project’s mobile source emissions in comparison to the approved Project as analyzed in the certified EIR. As the character of development and types of uses included in the modified Project would be the same as what was originally contemplated in the certified EIR, the modified Project’s long-term operational air quality and greenhouse gas emissions would be less than what was analyzed and contemplated in the certified EIR.
Regarding short-term emissions, with the modified Project’s reduced acreage and square footage, emissions resulting from the equipment mix and the respective operating hours for each of the various phases of construction (e.g., demolition, site preparation, grading and earthwork, building construction, asphalt paving, and architectural coatings) would be less that what was analyzed and contemplated in the certified EIR. Similarly, because construction and operational activities and uses would substantially the same, the modified Project would not create new or additional objectionable odors or expose sensitive receptors to substantial pollutant concentrations.
Additionally, due to the reduced acreage and square footage and subsequent reduction in vehicle trips, the modified Project’s impact regarding greenhouse gas emissions would be less than what was contemplated in the certified EIR.
While the modified Project would have a lesser impact than the project due to its substantially reduced size, it is still large enough to result in significant unavoidable impacts with respect to air quality and GHG emissions. However, based on the information provided above, the modified Project would not result in any additional significant adverse impacts or substantially increase the severity of impacts from what was identified in the certified EIR. Further, the modified Project would remain subject to the certified EIR’s adopted mitigation measures and applicable regulations governing air quality and greenhouse gas emissions.
Conclusion: Although impacts related to air quality and greenhouse gas emissions identified in the Project EIR would remain significant and unavoidable, the modified Project would not result in any additional significant adverse impacts related to air quality or greenhouse gas emissions, or a substantial increase in the severity of the impacts, from what was identified in the certified EIR.
3.5 BIOLOGICAL RESOURCES
The certified EIR determined that impacts to biological resources would be less than significant with incorporation of mitigation measures. The certified EIR discussed how the approved Project may result in direct and indirect effects on sensitive wildlife species and/or habitat during construction activities. As such, the Project will implement mitigation measures requiring preconstruction wildlife surveys and a wetland delineation, which would reduce these impacts to a less than significant level. No impacts were identified in the certified EIR regarding conflicts with local policies or ordinances protecting biological resources.
The Project as modified would not result in a change from the conditions that were evaluated in the certified EIR, except that the Project’s total acreage and square footage would be reduced. With continued implementation of the adopted mitigation measures the modified Project would not result September 18, 2023 Council Packet Page 73
Chapter 3: Environmental Review
EIR Addendum, Selma Grove Project (formerly Rockwell Pond Commercial Project) 3-4 City of Selma
in any additional significant adverse biological resource impacts or a substantial increase in the severity of the impacts identified in the certified EIR.
Conclusion: The modified Project would not result in any additional significant adverse biological resource impacts, or a substantial increase in the severity of the impacts, from what was identified in the certified EIR.
3.6 CULTURAL RESOURCES
The certified EIR determined that impacts to cultural resources would be less than significant with incorporation of mitigation measures to protect previously undetected resources in the event any are encountered. Preparation of the certified EIR included field survey and a review of structures 50 years of age or older on the site. It was determined no cultural or historic resources were identified at the site. The certified EIR noted that excavation activities during construction could reveal subsurface resources, thus mitigation measures were included which outline procedures for stopping work and investigating resources in the event any subsurface resources are encountered.
The Project as modified would not result in a change from the conditions that were evaluated in the certified EIR, except that the modified Project would be smaller in total acreage and square footage.
Implementation of the adopted mitigation measures will reduce potential impacts to undiscovered subsurface cultural resources to a less than significant level. Accordingly, the modified Project would not result in any additional significant adverse cultural resource impacts or a substantial increase in the severity of the impacts identified in the certified EIR.
Conclusion: The modified Project would not result in any additional significant adverse cultural resource impacts, or a substantial increase in the severity of the impacts, from what was identified in the certified EIR.
3.7 GEOLOGY, SOILS, AND MINERALS
The certified EIR combined the evaluation of impacts to geology, soils, and minerals into a single section. The EIR determined the approved Project would result in less than significant impacts regarding the exposure people or structures to potential substantial adverse effects involving rupture of a known earthquake fault or based on other substantial evidence of a known fault, strong seismic ground shaking, and seismic-related ground failure, including liquefaction or landslides.
Impacts regarding geological unit and soil stability were also determined to be less than significant.
Potential impacts regarding substantial soil erosion or the loss of topsoil were determined to be less than significant with the incorporation of a mitigation measure requiring preparation of a grading plan for all proposed development in the approved Project area that is in compliance with City of Selma construction standards and the International Building Code. No impacts were identified regarding either mineral resources or the capability of soils to adequately support the use of septic tanks or alternative wastewater disposal systems where sewers are not available for the disposal of wastewater.
The proposed Project modifications would not change the geologic conditions at the approved Project site, as the modifications would reduce the overall acreage and square footage while remaining within the physical footprint and maintaining the same overall mix of commercial uses as were previously evaluated. The mitigation measure requiring preparation and submittal of grading plans to the City would remain in effect and continue to mitigate potential impacts related to soil erosion and/or loss of topsoil. Therefore, no new impacts related to geology, soils, or minerals would result from implementation of the modified Project.
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Chapter 3: Environmental Review
EIR Addendum, Selma Grove Project (formerly Rockwell Pond Commercial Project) 3-5 City of Selma
Conclusion: The modified Project would not result in any additional significant adverse geology, soils, or minerals impacts, or a substantial increase in the severity of the impacts, from what was identified in the certified EIR.
3.8 HAZARDS AND HAZARDOUS MATERIALS
The certified EIR identified a potentially significant impact related to hazards and/or hazardous materials involving the proximity of the Selma Aerodrome to the approved Project site. The entire site is located within the horizontal zone of the airport, and the immediate northeast corner of Floral and DeWolf Avenues on the Project site is located within the inner approach zone. However, the certified EIR determined this impact would be less than significant with implementation of the mitigation measures requiring referral of the Project to the Fresno County Airport Land Use Commission for review as well as the provision of a "buyer notification statement" for the transfer of title of any property location with the Project site. The certified EIR also determined the Project would result less than significant impacts regarding routine transport, use, or disposal of hazardous materials or reasonably foreseeable upset and accident conditions involving hazardous materials.
Additionally, the certified EIR determined there would be no impacts from the Project regarding hazardous emissions and/or materials near schools, locations of hazardous materials sites, implementation of an emergency response plan or emergency evacuation plan, exposure to wildland fires, or proximity to a private airstrip.
The modifications proposed for the Project would reduce the size and scale of the approved Project, and no new land uses are proposed that could create different hazardous materials impacts. The modified Project would also remain subject to applicable federal, State, and local laws related to hazards and hazardous materials, including regulations governing the use, transport, and disposal of hazardous materials. The mitigation measures pertaining to airport safety would remain in effect and continue to mitigate potential airport safety impacts to a less than significant level. Thus, no new impacts related to hazards and hazardous materials would result from implementation of the Project with the proposed modifications.
Conclusion: The modified Project would not result in any additional significant adverse impacts related to hazards and/or hazardous materials, or a substantial increase in the severity of the impacts, from what was identified in the certified EIR.
3.9 HYDROLOGY AND WATER QUALITY
The certified EIR determined that impacts from the approved Project related to Hydrology and Water Quality would overall be less than significant with mitigation measures incorporated.
Impacts related to flood hazards were determined to be less than significant. In evaluating water supply and groundwater recharge (which included a Water Supply Assessment prepared for the approved Project), the EIR determined potential impacts could be mitigated to a less than significant level through one of the following methods: payment of an annual assessment to Consolidated Irrigation District for additional consumptive water use, funding and development of “recharge enhancement Project 11” (Recharge pond off Kingsburg Branch Canal north of Huntsman), or funding and development of “recharge enhancement Project 12” (Ward Drainage Canal Capacity Enlargement). In evaluating potential impacts related to drainage and runoff, the certified EIR determined potential impacts could be reduced to a less than significant level through mitigation measures that would accomplish the following:
● Construct on-site retention basins designed to accommodate up to 44.6 acre-feet of runoff (26.6 acre-feet for Phase 1 and 18.0 acre-feet for Phase 2 as determined by Yamabe & Horn, Project engineers) and to not discharge into facilities of the Consolidated Irrigation District, including but not limited to Rockwell Pond.
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● Require the Project’s developers be responsible for paying for required improvements to the surface water runoff facilities.
● Require the Project to comply with applicable regulations regarding surface water runoff, erosion control, and the protection of domestic water quality. ● Require improvements made to Consolidated Irrigation District facilities to be developed in conformance with the District’s Standard Details and Development Standards, and require fencing of the Rockwell Pond area to be consistent with criteria acceptable to the District.
The proposed modifications to the Project would reduce its total acreage and square footage while maintaining the same character and uses (i.e., commercial development), thus it would not involve additional water use beyond what was previously anticipated in the certified EIR. The modified Project would remain within the spatial footprint previously contemplated for development and not cause any significant alteration of drainage or contribution to additional runoff, nor would it expose people or structures to flood hazards or inundation by dam failure, seiche, tsunami, or mudflow.
Thus, no new impacts related to hydrology and water quality would result from implementation of the Project with the proposed modifications.
Conclusion: The modified Project would not result in any additional significant adverse impacts related to hydrology and water quality, or a substantial increase in the severity of the impacts, from what was identified in the certified EIR.
3.10 LAND USE AND PLANNING
The certified EIR determined that impacts regarding Land Use and Planning would be less than significant with the incorporation of a mitigation measure to amend the land use designation of the approved Project site. At the time the certified EIR was prepared, the Project site was designated in both the City’s 1997 General Plan and the Northwest Specific Plan as Open Space. As noted in the draft EIR, the City was in the process of updating its General Plan and had preliminarily designated the Project site for regional commercial uses, but this update had not been completed at the time the Project’s Draft EIR was released. Following certification of the EIR, the City adopted a General Plan Amendment that changed the land use designation of the Project site from Open Space to Regional Commercial. Additionally, the EIR determined that the Project’s location on the edge of the urbanized area of Selma would not physically divide an established community.
The proposed modifications to the Project will not change the proposed land use of the reduced project site. With the proposed modifications, the character of the development would remain the same and there would be no change in the approved Project’s relationship to the surrounding community. Therefore, the modified Project would neither cause a new land use conflict nor create new or additional impacts to Land Use and related ordinances.
Conclusion: The modified Project would not result in any additional significant adverse impacts related to land use and planning, or a substantial increase in the severity of the impacts, from what was identified in the certified EIR.
3.11 NOISE
The Project EIR determined that impacts related to noise would be less than significant with incorporation of mitigation measures addressing potential noise impacts from the proximity of the Selma Aerodrome, a privately-owned public use airport located to the west of the Project site. The mitigation measures included referral of the Project to the Fresno County Airport Land Use Commission for review as well as the provision of a "buyer notification statement" for the transfer of title of any property location with the Project site. The EIR also determined that the Project September 18, 2023 Council Packet Page 76
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would result in less than significant impacts regarding exposure of persons to or generation of noise levels in excess of standards established in the Selma Noise Ordinance; exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels; or a substantial permanent, temporary, or periodic increase in ambient noise levels in the Project vicinity above levels existing without the Project. These determinations were based in part on a noise study prepared for the Project (included in the Technical Appendix for the EIR).
The Project as modified would entail buildout of a commercial center of the same character and locational footprint as evaluated in the Project EIR except at a reduced scale. Therefore, with regard to construction noise, the equipment mix and their respective operating hours for each of the various phases of construction (demolition, site preparation, grading, building construction, asphalt paving, and architectural coatings) would remain the same or be reduced from what was contemplated in the Project EIR. Additionally, the modified Project would reduce its proximity to the Selma Aerodrome by approximately 1,900 feet and would not impact the efficacy of the previously adopted mitigation measures. Based on these factors, the modified Project would not result in any additional significant adverse noise impacts or a substantial increase in the severity of the impacts identified in the Project EIR.
Conclusion: The modified Project would not result in any additional significant adverse noise impacts, or a substantial increase in the severity of the impacts, from what was identified in the Project EIR.
3.12 POPULATION AND HOUSING
The certified EIR determined impacts to Population and Housing would be less than significant.
As stated in the certified EIR, the Project arose “in response to an expanding market created by existing and forecasted new housing” and would have no impact on creating a demand for additional housing that had not already been considered as part of the City’s planning activities. It was noted that five residential units located on the Project site and their residents would be displaced by development of the Project, but this limited number of units was not considered substantial.
The proposed modifications to reduce the size and square footage of the Project would not substantially change population and housing conditions from what was contemplated in the Project EIR. If anything, the reduction in the Project’s size and square footage would reduce estimated employee generation from the Project. Therefore, the modified Project would not result in any new significant with respect to population and housing.
Conclusion: The modified Project would not result in any additional significant adverse impacts related to population and housing, or a substantial increase in the severity of the impacts, from what was identified in the certified EIR.
3.13 PUBLIC SERVICES, RECREATION, AND UTILITIES SERVICE SYSTEMS The certified EIR combined its evaluation of potential impacts affecting public services, recreation, and utilities service systems into a single section. Impacts identified in this section were determined to be less than significant, with some potential impacts requiring mitigation measures to be less than significant. As mitigation measures for potential impacts, the certified EIR included requirements for payment of various impact fees (e.g. Public Facilities Impact Fees, school fees, sewer connection fees; see the adopted MMRP), compliance with applicable building codes and City Standards, consultation with the Selma Police Department to ensure adequate provisions for crime prevention, contributions to the extension of infrastructure necessary to serve the Project, collaboration with PG&E to ensure that development of electrical and natural gas infrastructure is located and provided concurrently with roadway construction and in accordance with PUC September 18, 2023 Council Packet Page 77
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regulations, and determinations for each phase of the Project by the Selma-Kingsburg-Fowler County Sanitation District (SKF) that there is sufficient capacity in the wastewater treatment plant to serve the proposed development.
The modifications to the Project would not increase the demand for, or potential impacts to, public services, recreation, and/or utilities service systems. As the modifications would reduce the total acreage and square footage of development from what was originally contemplated for the Project, the modified Project would not result in an increase in the demand for water or the generation of wastewater or solid waste. Similarly, the character of the proposed modifications would not create a need for additional public services (e.g., police and fire) or additional recreation. Regarding the public services, recreational facilities, and utilities service systems which would serve the Project, these services and systems remain capable of serving the Project with the proposed modifications.
Further, the modified Project will continue to be subject to prior Mitigation Measures identified in the Project EIR. Therefore, the modified Project would not result in any additional significant adverse impacts or increase in the severity of the impacts from those identified in the Project EIR.
The City previously solicited comments from Cal Water, the City’s water service provider, concerning impacts of the updates to the Project. The response provided by Cal Water is set forth below. Also set forth below is an analysis of those comments.
The 12” water main will need to be extended west along Floral Ave to the end of the property.
There are two options that can be considered:
1. We can provide large water services in the right-of-way along Floral Ave to where the owner can install their onsite plumbing and connect to our water service.
2. We can run water main onsite and install water services to individual buildings but this would require the owner to provide Cal Water with the necessary easements since the water main they own would be installed on private property, versus installed in the City right-of-way. There would be no reimbursement for any infrastructure installed on private property.
All domestic, irrigation, and fire services will require backflow devices. When the owner is ready to start the water process, call Stuart Skoglund, Operations Manager at California Water Service (559) 896-3417.
The above stated design requirements of Cal Water are addressed by existing Mitigation Measure
14.11 in the certified EIR, which imposes a requirement that the Developer prepare a water piping plan for review and approval by Cal Water. Therefore, this comment does not raise new environmental impacts of the revised Project.
Conclusion: The modified Project would not result in any additional significant adverse impacts related to public services, recreation, and utilities service systems, or a substantial increase in the severity of the impacts, from what was identified in the certified EIR. (This space is intentionally left blank)
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3.14 TRAFFIC1
An updated Traffic Impact Analysis (updated Project TIA; JLB Traffic Engineering, Inc. 2022), was prepared for the modified Project (Appendix A-1 of the Addendum EIR). The updated Project TIA analyzes the traffic impacts of the modified Project, which is based upon a slightly different version of the layout of improvements on the modified Project parcel (found in Appendix 2-A of this Addendum EIR). The total square footages of the improvements assumed in the original Traffic Impact Analysis were slightly more than the current intended site plan for the modified Project.
There were, however, no differences in the square footages assumed for the movie theater, car dealership, supermarket or the room count of the hotel. There are no presently known specific tenant uses for the balance of the site, but the assumptions made in the original TIA remain a fair representative sample of potential site users.
Additionally, JLB subsequently prepared an Addendum to the TIA (“2022 TIA Addendum”), which compared traffic counts obtained during 2022 to the traffic volume data forecasted in the updated TIA, to ensure the accuracy and applicability the analysis and recommendations of the updated Project TIA. The 2022 TIA Addendum is included as Appendix A-2. Based on the new data collected and analyzed, the updated Project TIA includes recommendations for revised mitigation measures to address traffic impacts of the modified Project.
The certified EIR determined the Project would generate potentially significant impacts regarding traffic load and capacity of the street system, as the Project was projected to generate new traffic in excess of the applicable level of service (LOS) standards for both opening day and cumulative conditions. The traffic impact analysis of the certified EIR for the original Project scope, evaluated traffic conditions at nine intersections in the vicinity of the Project site under the following scenarios: Existing Conditions (i.e., at the time the EIR was prepared, with no project developed), Existing Plus Project Phase 1 Conditions, Existing Plus Project Phases 1 and 2 Conditions, Year 2010 No-Project Conditions, Year 2010 With Project Phase 1 Conditions, Year 2015 No-Project Conditions, Year 2015 With Project Phases 1 and 2 Conditions, Cumulative Year 2030 No Project Conditions, and Cumulative Year 2030 With Project Phases 1 and 2 Conditions.
Based on that analysis it was determined that mitigation measures involving several improvements to the road system (e.g., lane additions, signalization) would need to be implemented, both initially and over time, in order to maintain an acceptable LOS and thus reduce traffic impacts to a less than significant level. As stated in the certified EIR, if the required mitigation measures were not feasible to implement, the impact of traffic conditions exceeding the applicable LOS standard would be considered significant and unavoidable.
In addition to its evaluation of potential traffic system impacts, the certified EIR determined potential impacts regarding hazards due to design features or incompatible uses would be less than significant. The certified EIR also determined no impacts would occur from the approved Project regarding inadequate emergency access, inadequate parking capacity, conflicts with adopted policies supporting alternative transportation.
1 As discussed in Section 1.3, the criteria for determining the significance of environmental impacts in this Addendum are the same as those contained within the previously certified EIR. It is noted that while the CEQA Guidelines were updated to require analysis of Vehicle Miles Traveled (“VMT”) beginning in July 2020, the requirement does not apply in the context of an Addendum to an EIR that was certified prior to the effective date of the CEQA Guidelines update concerning VMT analysis. Moreover, because the proposed Project modifications would reduce the total acreage and square footage of development while maintaining the same character of development and types of uses, the modified Project would not cause an increase in vehicle trips or other changes that would result in an increase in VMT.
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TIA Discussion of Project Access and Internal Layout- Modified Project In addition to providing an updated assessment of the modified Project’s impacts on specified study intersections (discussed below), the updated Project TIA also provides recommendations about certain elements of the modified Project design. It specifically recommends that the location of the primary driveway access to the property be shifted to be aligned with a potential future Leonard Avenue alignment south of Floral Avenue. This recommendation is not being adopted as part of the intended mitigation measures. Such a relocated design for the access is not necessary to address any identified impacts, other than a desire to potentially avoid the potential of a second intersection in proximity to the driveway. That concern can be addressed when a future Leonard Avenue alignment is ultimately determined and developed, and it need not be the alignment that the TIA assumes. In addition, the option that the TIA suggests will have negative impacts on the overall revised site plans traffic and parking flow.
The TIA also recommends certain standards for the conceptual roadways within the proposed Project. While those standards may be beneficial, there is no substantial impact of the Project that is identified as needing to be mitigated through those recommendations. The suggestions are referred to the project developer for evaluation of their benefits.
Study Facilities and Scenarios
The updated Project TIA for the modified Project studied the same intersections previously evaluated in the certified EIR. It also includes additional analysis of the Highland Avenue (SR-43) / Rose Avenue intersection, the Walmart Driveway / Floral Avenue intersection and the State Route 99 / Dinuba Avenue future interchange. The updated Project TIA evaluated the following scenarios:
Existing Traffic Conditions, Existing plus Dealership Traffic Conditions, Existing plus Project Buildout Traffic Conditions, Near Term 2025 plus Project Buildout Traffic Conditions, Cumulative Year 2030 No Project Traffic Conditions, Cumulative Year 2030 plus Project Traffic Conditions, Cumulative Year 2030 with Dinuba Avenue Interchange plus Project Buildout2 .
Internal Capture and Pass-By Trip Reductions
The updated Project TIA takes into account reductions in trip generation as a result of internal capture, which account for the interaction between various individual land uses assumed for the trip generation of the Project Buildout. For example, in a mixed-use development containing offices and shops, trips made by the office workers to the shops within the site are defined as internal, or captured, trips within the site. The TIA also applies pass-by trip reductions, which refers to trips that would have traveled on a street adjacent to the Project even if the retail was not constructed (i.e., travelers already on the road who the retail businesses hope to draw into their site as they are driving by).
Trip Generation
Based on the TIA, buildout of the modified Project is estimated to generate a maximum of 32,052 daily trips, 998 AM peak hour trips and 3,012 PM peak hour trips during a weekday, and 3,400 mid-day peak hour trips during a Saturday (before internal capture and pass-by trip reductions are taken into account). The original Rockwell Pond Project, upon buildout, was anticipated to generate a maximum of 43,563 daily trips, 1,332 AM peak hour trips and 3,833 PM peak hour trips during a weekday, and 4,810 mid-day peak hour trips during a Saturday (before internal capture and passby trip reductions are taken into account). Compared to the Rockwell Pond Project, the modified Project is estimated to yield less traffic by 11,511 daily trips, 334 AM peak hour trips and 821 PM 2 The Cumulative Year 2030 with Dinuba Avenue Interchange plus Project Buildout Traffic Conditions scenario assumes the same roadway geometrics and traffic controls as those assumed in the Existing plus Project Buildout Traffic Conditions scenario, except it assumes that the State Route 99 / Dinuba Avenue interchange has been constructed. See Appendix A-1 for more details.
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peak hour trips during a weekday, and 1,410 mid-day peak hour trips during a Saturday. With internal capture and pass-by trip reductions, the modified Project’s estimated trips are further reduced to 29,352 daily trips, 880 AM peak hour trips and 2,743 PM peak hour trips during a weekday, and 3,097 mid-day peak hour trips during a Saturday.
Street and Intersection Impacts
The updated Project TIA includes a detailed level of service impact analysis for each of the study scenarios. As done in the previous traffic study included as part of the Project EIR, the TIA presents LOS levels that would occur under “unmitigated” circumstances (i.e., without additional traffic system improvements) and LOS levels that would occur with mitigation (i.e., with additional traffic system improvements implemented). Based on the analysis presented in the TIA, and with implementation of recommended mitigation measures, the Project as modified would not result in any of the intersections exceeding the acceptable LOS level. Further, the TIA shows an acceptable LOS level can be achieved either with or without development of the State Route 99 / Dinuba Avenue interchange.
No new substantial adverse impacts would occur to the nine intersections previously studied.
Regarding the Highland Avenue / Rose Avenue intersection, which was not analyzed in the original EIR, there is sufficient information to reasonably determine that the modified Project would have equal or fewer trips assignable to this intersection (in both current and future scenarios) than the originally approved Project if it had been fully built out. This is due to the fact that the modified Project retains the same overall character and types of uses, within the same overall site footprint, while reducing the total area and square footage of development.
Queuing Analysis
At the request of Caltrans, the updated Project TIA included a queuing analysis for state route study intersections, based on the cumulative impacts of the Project at the 2030 time horizon. The queuing analysis does contain some design recommendations and constraints for expanding storage capacities in certain locations. However, there is no threshold of significance presently adopted by the City with respect to queuing matters, and therefore no significant impact was identified for any failure of the City to incorporate the recommended design elements to facilitate recommended storage capacities. Therefore, no mitigation measures are proposed with respect to this element of the updated Project TIA. This is also consistent with the fact that no mitigation measures associated with a queuing analysis are included in the previously adopted traffic mitigation measures for the original Project (other than those otherwise accounted for in the LOS designations of the interchange operations).
Mitigation Measure Principles
The updated Project TIA identifies specific roadway improvements required to assure maintenance of LOS standards in various scenarios, including the Project's impacts upon full buildout, and cumulative impacts in the 2025 and 2030 time horizons. For the 2030 time horizon, the updated Project TIA includes an evaluation of two alternative scenarios – one incorporating the assumption that a new interchange at Dinuba Avenue and State Route 99 is developed, and another assuming the interchange is not developed. The updated Project TIA also separately analyzes the contribution of the existing dealership to trips generated at the various study intersections. This analysis was provided to address certain obligations of the dealership project that the City had imposed as part of the development of that phase of the Project.
The updated Project TIA acknowledges that the recommended improvements to the study intersections are not presently part of any existing fee mitigation program. However, it identifies the Project's contributive "fair share" of such improvements calculated in accordance with the methodology identified in the Guide for the Preparation of Traffic Impact Studies, version dated September 18, 2023 Council Packet Page 81
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2002, prepared by Caltrans, in its Appendix B entitled Methodology for Calculating Equitable Mitigation Measures.
The updated Project TIA recommends that payment of the identified fair share contribution to the specified facility improvements would satisfy the mitigation obligations of the Project. The "fair share" payment arrangement is a permissible mitigation for cumulative impacts of a project where the requirements of the CEQA Guidelines Section 15130(a)(3) are applicable. Those provisions confirm that a project's contribution is less than cumulatively considerable if the project is required to implement or fund its fair share of a mitigation measure or measures designed to alleviate the cumulative impact. The lead agency shall identify facts and analysis supporting its conclusion that the contribution will be rendered less than cumulatively considerable.
With respect to the Dealership project, payment of fair share contributions to the specified facility improvements required for the Cumulative Year 2030 plus Project Traffic Conditions scenario satisfies full mitigation. This is supported by the fact that the updated Project TIA confirms that none of the studied intersections violate the applicable LOS standards based solely on the trip generation associated with the Dealership project. This is confirmed comparing Tables I and II in the updated Project TIA with Tables V and VI. Therefore, all impacts of the Dealership are based on cumulative impacts. Further, the fair share contributions of the Dealership project to each of those facilities is less than two percent, as is shown in Table XXVIII.
With respect to the additional elements of the modified Project, there are elements of the improvements to the specified facilities that relate to direct Project impacts which would therefore not be suitable for mitigation under a fair share contribution analysis. However, there are also elements of improvements to those facilities that the updated Project TIA identifies as needed solely to address the cumulative impacts analysis in the 2025 and 2030 scenarios. With respect to the improvements identified in the Cumulative Year 2025 plus Project scenario, and the improvements identified in the Cumulative Year 2030 plus Project scenario, it is recommended that, in full satisfaction of the required mitigations, those improvements be addressed through payment of fair share contributions to the specified facility improvements. This is supported by the fact that the updated Project is otherwise to be directly responsible to assure installation of the most significant portion of the improvements of those facilities. In addition, it is proposed that in instances where the Project developer holds reimbursement rights for improvements it has made to the facilities, that such reimbursement credits (“Fair Share Credits”) may be applied to satisfy any fair share contribution requirements that are imposed as mitigation measures.
Revised Traffic Impact Mitigation Measures
Based on the above stated principles, the intended mitigation measures for the facilities are detailed below and incorporated into a listing of all of the improvements to various facilities identified by the TIA (other than those recommended to address the existing deficiency at Highland Avenue and Rose Avenue). Where the text is plain, the improvement is identified as required to address the project's direct impacts. Where the text is italicized and underlined, that element of a facility improvement relates to a cumulative impact in the 2025 timeframe. Where the text is italicized, underlined, and bold, that element of a facility improvement relates to a cumulative impact in the 2030 timeframe.
For the 2030 time horizon, the mitigation measures address future conditions both with and without the development of the Dinuba Avenue interchange. As indicated in the updated Project TIA, many of the required traffic facility improvements are the same under either scenario. The differences in facility improvements between the two scenarios mostly concern the DeWolf Avenue / Floral Avenue intersection, but there is also a difference in lane configuration at the Highland Avenue / Golden State Boulevard intersection.
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In MM T-1, the fair share contribution calculated for the Dealership project (sourced from Table XXVIII of the updated Project TIA) is identified next to each facility. Where a facility is associated with a cumulative impact in 2025 or 2030, the modified Project's fair share contribution of that element of the facility is stated adjacent to element. Where plain text is used, that element is to be developed by the modified Project and that requirement is stated adjacent to that element. MM T2 utilizes the same formatting scheme to denote the timing of improvements, but for the fair share calculation it employs a requirement for a subsequent future Project fair share analysis in the event the Dinuba Avenue interchange is approved to begin construction within the 2030 time horizon.
MM T-1: The following traffic facility improvements (which reflect the Cumulative Year 2030 Plus Project Traffic Conditions Scenario from the TIA) shall be implemented, toward which the Project shall make fair share contributions.
a. Highland Avenue / Golden State Boulevard [Dealership Fair Share 0.46%] i. Add a second northbound left-turn lane. [Project Fair Share 28.84%, but with credit provided for the costs of the facility components to be completed by the Project] ii. Modify the northbound right-turn lane to a through-right lane with a receiving lane on Highland Avenue north of Golden State Boulevard. [Project Fair Share 28.84%, but with credit provided for the costs of the facility components to be completed by the Project]. However, in the event the Dinuba Avenue interchange on State Route 99 is approved for construction prior to the end of the year 2025, this improvement will not be required.
iii. Add a southbound left-turn lane. [Project Fair Share 28.84%, but with credit provided for the costs of the facility components to be completed by the Project] iv. Modify the southbound left-through lane to a through lane. [Project Fair Share
28.84%, but with credit provided for the costs of the facility components to be completed by the Project]
v. Modify the southbound right-turn lane to a through-right lane with a receiving lane on Highland Avenue south of Golden State Boulevard. [Project Fair Share 28.84%, but with credit provided for the costs of the facility components to be completed by the Project]
vi. Modify the traffic signal to implement overlap phasing of the southeastbound rightturn phase with the northbound left-turn phase. [Project Improvement Requirement] vii. Prohibit northbound to southbound U-turn movements. [Project Improvement Requirement]
viii. Modify the traffic signals to accommodate the added lanes. [Project Fair Share
28.84%, but with credit provided for the costs of the facility components to be completed by the Project]
b. DeWolf Avenue / Floral Avenue [Dealership Fair Share 1.37%] i. Add a westbound left-turn lane. [Project Fair Share 67.38%, but with credit provided for the costs of the facility components to be completed by the Project] ii. Modify the westbound left-through-right lane to a through-right lane. [Project Fair Share 67.38%, but with credit provided for the costs of the facility components to be completed by the Project]
iii. Implement all-way stop controls. [Project Improvement Requirement] iv. Modify the intersection to accommodate the added lane. [Project Fair Share 67.38%, but with credit provided for the costs of the facility components to be completed by the Project]
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c. Project Driveway 3 / Floral Avenue [All elements are a Project Improvement Requirement] i. Modify the westbound through-right lane to a through lane. ii. Add a westbound right-turn lane.
iii. Add a second southbound left-turn lane with a receiving lane on Floral Avenue east of Project Driveway 3.
iv. Signalize the intersection with protective left-turn phasing on all approaches. v. On an Interim basis prohibit pedestrians across the west leg of Floral Avenue. vi. Modify the intersection to accommodate the added lanes. d. Highland Avenue / Floral Avenue [Dealership Fair Share 0.82%] i. Add a second eastbound left-turn lane. [Project Improvement Requirement] ii. Add a third eastbound through lane. [Project Fair Share 44.94%, but with credit provided for the costs of the facility components to be completed by the Project] iii. Modify the westbound through-right lane to a through lane. [Project Improvement Requirement]
iv. Add a westbound right-turn lane. [Project Improvement Requirement] v. Extend the receiving northbound through lanes on Highland Avenue. [Project Improvement Requirement]
vi. Modify the widths of lanes on the north leg of Highland Avenue to reduce the total length of the north leg to approximately 100 feet. [Project Fair Share 44.94%, but with credit provided for the costs of the facility components to be completed by the Project]
vii. Modify the traffic signals to accommodate the added lanes. Project Fair Share
44.94%, but with credit provided for the costs of the facility components to be completed by the Project]
e. State Route 99 Southbound Off-Ramp / Floral Avenue
i. Modify the southbound through lane to a through-right lane. [Project Improvement Requirement]
MM T-2: In the event that the Dinuba Avenue interchange on State Route 99 begins construction prior to the year 2030, the following traffic facility improvements (which reflect the Cumulative Year 2030 with Dinuba Avenue Interchange Plus Project Traffic Conditions Scenario from the updated Project TIA) shall be implemented in addition to the improvements set forth in MM T-1, toward which the modified Project shall make fair share contributions based on a subsequent fair share analysis completed prior to the start of construction on the interchange:
a. DeWolf Avenue / Floral Avenue
i. Add an eastbound left-turn lane.
ii. Modify the eastbound left-through-right lane to a through-right lane. iii. Add a westbound right-turn lane.
iv. Add a northbound left-turn lane.
v. Modify the northbound left-through-right lane to a through lane. vi. Add a northbound right-turn lane.
vii. Add a southbound left-turn lane.
viii. Modify the southbound left-through-right lane to a through-right lane. ix. Signalize the intersection with protective left-turn phasing on all approaches.
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x. Implement overlap phasing of the northbound right-turn phase with the westbound left-turn phase.
xi. Prohibit westbound to eastbound U-turn movements.
xii. Modify the intersection to accommodate the added lanes.
Regarding the above-identified improvements to State Route 99 Southbound Off-Ramp / Floral Avenue, it is further acknowledged that the completion of such improvements is within the responsibility and jurisdiction of another public agency, namely Caltrans. Nevertheless, the City should find that such measures can and should be adopted by Caltrans.
The updated Project TIA also identified an existing deficiency at Highland Avenue and Rose Avenue, a facility that is a component of State Route 43 and is within the jurisdiction of Caltrans.
The improvements recommended to address that deficiency are detailed below. The updated Project TIA also identified that the Dealership's fair share percentage of those specified improvements to that facility is 0.13%, and that the remainder of the Project's fair share percentage of those specified improvements to that facility is 5.9%. Because this facility is experiencing an existing deficiency, is within the responsibility and jurisdiction of Caltrans, and the Project has a relatively small fair share allocation, the City should find that a fair share contribution payment to this facility is full mitigation of the Project's impact, and should further find that such measures can and should be adopted by Caltrans.
Determination and Collection of Fair Share Payments
The updated Project TIA notes that the costs of the improvements identified above have not yet been determined and therefore no fair share payments can be currently calculated or collected.
Because the Dealership project is already developed, the payment of the allocated fair share payment responsibility should be imposed with respect to that element of the Project within 90 days after the costs of the relevant facility improvements are determined.
With respect to other elements of the Project, the City may allow a phased imposition of the fair share payments. Phasing the imposition of payments would link the fair share payments to future project development that is determined to contribute trip generation to the study intersections in the Saturday MD Peak Hour scenario (which is the scenario used in the TIA to confirm the trip generations that resulted in the fair share allocation percentages). Each trip contribution will carry with it a payment amount that is based on the total Project costs and the total trips used in the denominator of the relevant fair share allocation percentage. Such amount shall be paid at the time of building permit.
As noted previously in the discussion of mitigation measure principles, any such fair share payment obligation may be reduced to the extent of Fair Share Credits that the Project generates from its traffic facility improvements. More specifically, the Fair Share Credits will total the costs of each of the facilities identified above as a Project Improvement Requirement that are completed by the Project developer, multiplied by the a percentage that is 100% minus the Project's Fair Share for the relevant facility (e.g., for DeWolf Avenue / Floral Avenue, the Project's Fair Share Credits would total the costs of the Project Improvement Requirement multiplied by 32.62% [100% -
67.38%]).
Bike Path
The updated Project TIA noted that the City of Selma's 2003 Bicycle Transportation Plan recommends Class II Bike Lanes be implemented, among other locations, on Floral Avenue between DeWolf Avenue and Amber Avenue. In furtherance of that policy, it is recommended that, as a project condition, the updated Project accommodate a Class II Bike Lane along its Floral Avenue frontage.
September 18, 2023 Council Packet Page 85
Chapter 3: Environmental Review
EIR Addendum, Selma Grove Project (formerly Rockwell Pond Commercial Project) 3-16 City of Selma
Other Transportation and Traffic Impacts
The modified Project will not generate any additional need for parking, does not involve hazardous road designs or incompatible uses, and will not impact emergency access. This is due to the fact that the modified Project retains the same overall character and types of uses included in the original Project while reducing the total area and square footage of development within the same overall site footprint of the approved Project. Further, buildout of the modified Project would remain subject to the City’s Standards and Specifications plus other applicable regulations which would ensure such impacts are avoided.
Conclusion: The modified Project would not result in any additional significant adverse traffic impacts, or a substantial increase in the severity of the impacts, from what was identified in the Project EIR.
3.15 CUMULATIVE IMPACTS
The certified EIR found that cumulative impacts associated with the originally approved Project were found to be less than significant in all environmental impact topic areas, with the exception of agricultural resources (loss of farmland), air quality and greenhouse gas emissions (projected ROG and NOx emissions above SJVAPCD thresholds, and cumulative GHG emissions) and traffic (congestion/level of service). As previously discussed in this section, the modified Project does not involve additional loss of farmland, additional air quality or greenhouse gas emissions, or additional traffic generation or congestion conditions in comparison to the original Project. In fact, all of these impacts would be less with the modified Project. The TIA indicates that acceptable LOS would be achieved with mitigation specified above. While the cumulative impacts related to agricultural resources, air quality and greenhouse gas emissions may remain significant and unavoidable, since the foregoing analysis in each of the subject areas in this Addendum indicates that none of these impacts would be increased due to the modified Project, the proposal would not result in an increase in cumulative impacts.
Conclusion: The potential cumulative impacts of the modified Project related to agricultural resources, air quality and greenhouse gas emissions would remain significant and unavoidable, but the modified Project would not result in an increase in cumulative impacts previously identified in the Project EIR.
3.16 CONCLUSION
Based on the forgoing analysis, the City has determined that the potential environmental impacts associated with modified Project have been analyzed and addressed in the certified EIR and this Addendum, and the proposed modifications to the Project would not result in conditions outlined in State CEQA Guidelines Section 15162 that would require preparation of a subsequent or supplemental EIR. The modified Project will not result in new significant environmental impacts or a substantial increase in the severity of previously identified significant impacts. The revisions that are proposed to the Traffic mitigation measures from the certified EIR will continue to assure that the traffic impacts of the Project will be mitigated to a less than significant level.
September 18, 2023 Council Packet Page 86
Appendix A-1:
Traffic Impact Analysis
September 18, 2023 Council Packet Page 87
Attachment 9 (See Electronic Copy)
Rockwell Pond Commercial Project EIR
September 18, 2023 Council Packet Page 88
Attachment 10
Public Hearing Notice
September 18, 2023 Council Packet Page 89
CITY OF SELMA
CITY COUNCIL MEETING
NOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN that the City Council of the City of Selma will hold a public hearing on Monday, September 18, 2023 at 6:00 p.m., or as soon thereafter as the matter may be heard in the Council Chambers of the City Hall, 1710 Tucker Street, Selma, California, to consider the following matters:
1. ANNEXATION, PREZONE AND AMENDMENT TO A SITE PLAN REVIEW NO. 2021-0009, which consists of, an annexation, pre-zone, and amended site plan review for a 62.9-acre property located north of Floral Ave, east of DeWolf and south of State Route 99 to allow for the Regional Commercial development of the following properties: APN: 348-19-7s, -10s, -11s, -32, and -36s-40s. The project was evaluated in accordance with the California Environmental Quality Act via the preparation of an addendum to the Rockwell Pond Commercial Project Final EIR.
A copy of all relevant materials regarding the proposed actions is on file in the Development Services Department at Selma City Hall, 1710 Tucker Street, Selma, California. Specific questions can be directed to the City’s Planning Division at (559) 891-2208. Si necesita información en Español, comuníquese con Lupe Macias al teléfono (559) 891-2208 o por correo electrónico [email protected].
If you challenge the nature of the proposed items in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the City of Selma at, or prior to, the public hearing.
Reyna Rivera, City Clerk
Publish Date: 9/6/2023
September 18, 2023 Council Packet Page 90
Attachment 11 (See Electronic Copy)
Selma Grove Traffic Impact Assessment
September 18, 2023 Council Packet Page 91
Attachment 12
Selma Grove Traffic Count Comparison Analysis
September 18, 2023 Council Packet Page 92
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 Page | 1
(559) 570-8991
March 28, 2022
Brandon A. Broussard, P.E.
City Engineer
City of Selma
1710 Tucker Street
Selma, CA 93662
Via Email Only: [email protected]
Subject: Addendum 1 to the Traffic Impact Analysis Report for the Selma Grove Commercial Development Project located in the City of Selma (JLB Project No. 001-005)
Dear Mr. Broussard,
JLB Traffic Engineering, Inc. (JLB) has completed Addendum 1 which includes a Traffic Count Comparison Analysis for the three selected intersections analyzed as part of the Selma Grove Commercial Development Project (Selma Grove) Traffic Impact Analysis (TIA). The latest version of the Selma Grove TIA is dated March 13, 2019. The Project desires to move forward to obtain City Council approval; however, there is concern that the TIA, dated March 13, 2019, may underestimate near term and cumulative year traffic impacts. As a result, JLB collected new year 2022 traffic counts at three of the study intersections and compared these counts with forecasted year 2022 traffic volumes based on data contained within the March 13, 2019 Selma Grove TIA.
The purpose of Addendum 1 is to compare the newly collected 2022 traffic counts to the forecasted 2022 traffic volumes based on data contained within the March 13, 2019 Selma Grove TIA. This analysis compares the new traffic counts collected in March 2022 to the traffic counts used in the Selma Grove TIA by expanding the TIA volumes by the average annual growth rate, as projected in the Selma Grove TIA, to the year 2022.
Newly Collected 2022 Traffic Volumes
The first step in the comparison analysis was to collect new intersection turning movement counts for the weekday AM and PM peaks as well as the Saturday midday peak at three of the study intersections.
These intersections include 1) State Route 99 Southbound Off Ramp at Floral Avenue, 2) Whitson Avenue at Floral Avenue and 3) Highland Avenue at Rose Avenue. The existing weekday AM and PM intersection peak hour turning movement counts were conducted at the three study intersections on Thursday, March 3, 2022, while schools in the vicinity of the Project site were in session. The existing Saturday midday intersection peak hour turning movement counts were conducted at the three study intersections on Saturday, March 5, 2022. The intersection turning movement counts included pedestrian and bicycle volumes. The newly collected 2022 traffic counts are contained in Appendix I.
September 18, 2023 Council Packet Page 93
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 Page | 2
(559) 570-8991
Selma Grove - City of Selma
Traffic Count Comparison Analysis
March 25, 2022
According to Vehicle Miles Travelled (VMT) data on the Berkely TIMS database, VMT has normalized to pre-Covid numbers. As a result of the VMT data normalizing and schools being in session with in-person instruction, JLB proposes that no escalation be applied to the newly collected 2022 traffic counts due to Covid.
Existing Selma Grove TIA Volumes
The existing conditions peak hour turning movement volume counts utilized in the Selma Grove TIA were collected at the study intersections in June 2016, while schools in the vicinity of the Project site were in session. A summary of the existing volumes for the three intersections and peak periods can be found in Table I.
Table I: Existing Selma Grove TIA Volumes
State Route 99
Southbound Off Ramp / Whitson Avenue / Highland Avenue / Floral Avenue Floral Avenue Rose Avenue
AM
Peak
PM
Peak
MD
Peak
AM
Peak
PM
Peak
MD
Peak
AM
Peak
PM
Peak
MD
Peak
Existing Intersection
Volumes in Selma
Grove TIA (VPH)
1,070 1,940 1,611 1,393 1,869 1,465 1,243 1,549 1,184
Selma Grove TIA Volume Forecasting
In order to arrive at the forecasted year 2022 traffic volumes, JLB derived an average annual growth rate between the existing 2016 counts and the Cumulative Year 2030 No Project forecasted traffic volumes contained in the Selma Grove TIA. The methodologies used to derive at the Cumulative Year 2030 No Project forecasted traffic volumes are explained in the Selma Grove TIA. The growth rate of each approach and peak periods for the three selected intersections can be found in Table II. These growth rates were then used to expand the 2016 counts for six (6) years to arrive at the forecasted year 2022 volumes. A summary of the forecasted year 2022 volumes for each of these three intersections and peak periods can be found in Table III, while the forecasted year 2022 volumes by movement can be found in Appendix II.
Table II: Selma Grove TIA Forecasted Average Annual Traffic Growth Rate State Route 99
Southbound Off Ramp / Whitson Avenue / Highland Avenue / Floral Avenue Floral Avenue Rose Avenue
AM
Peak
PM
Peak
MD
Peak
AM
Peak
PM
Peak
MD
Peak
AM
Peak
PM
Peak
MD
Peak
Eastbound 2.92% 2.57% 3.48% 1.87% 2.79% 3.69% 18.29% 14.31% 18.74% Westbound 2.26% 2.17% 2.88% 0.99% 2.57% 3.48% 1.13% 1.60% 2.61% Northbound 0.00% 0.00% 0.00% 2.21% 4.88% 5.60% 3.17% 4.71% 5.47% Southbound 0.80% 0.37% 0.93% 5.49% 7.57% 8.55% 3.13% 4.80% 6.18% September 18, 2023 Council Packet Page 94
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 Page | 3
(559) 570-8991
Selma Grove - City of Selma
Traffic Count Comparison Analysis
March 25, 2022
Table III: Collected and Forecast Year 2022 Volume Comparison State Route 99
Southbound Off Ramp / Whitson Avenue / Highland Avenue / Floral Avenue Floral Avenue Rose Avenue
AM
Peak
PM
Peak
MD
Peak
AM
Peak
PM
Peak
MD
Peak
AM
Peak
PM
Peak
MD
Peak
Year 2022 Forecast
Intersection Volumes
(VPH)
1,197 2,144 1,864 1,578 2,362 1,948 1,499 2,034 1,656
Newly Collected Year
2022 Intersection
Volumes (VPH)
1,109 1,921 2,000 1,343 1,893 1,795 1,268 1,643 1,383
Intersection Volume
Difference (VPH) 88 223 -136 235 469 153 231 391 273
Percent Difference 7.9% 11.6% -6.8% 17.5% 24.8% 8.5% 18.2% 23.8% 19.7% Volume Comparison
The year 2022 forecast volumes were then compared to the newly collected year 2022 volumes. The volume and percent difference for each intersection per peak period can be found in Table III. In most cases, the forecast year 2022 volumes were found to be higher than the newly collected 2022 volumes.
As a result, the level of traffic volume growth assumed in the Selma Grove TIA, dated March 13, 2019, is higher than that which has taken place. This would indicate that the projected traffic impacts included in the Selma Grove TIA could be lower, and therefore, those presented in the TIA would be considered a worst-case scenario. The current lower volumes when compared to the TIA projections are also a result of many of the Near Term Cumulative projects not being built as fast as previously anticipated by the City. The intersection of State Route 99 Southbound Off Ramp at Floral Avenue during the weekend MD peak period was the only study scenario in which the forecast 2022 volumes were less than the newly collected 2022 volumes, by 6.8 percent. However, it is of JLB's opinion that any projected traffic volumes which are less than ten (10) percent lower than actual counts would be considered reasonable and normal.
Conclusions and Recommendations
Conclusions and recommendations regarding the Traffic Count Comparison are provided below:
• The expanded 2016 traffic counts to the year 2022 were, on average, higher than the newly collected year 2022 traffic counts.
• Thus, the volume forecasting within the Selma Grove TIA is higher than that which has taken place in the last five years.
• The traffic operational impacts presented in the Selma Grove TIA could likely be lesser, and as a result be considered conservative findings.
• The Selma Grove TIA more than adequately projects traffic forecasting and, as a result, it should not be necessary to redo the TIA.
September 18, 2023 Council Packet Page 95
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 Page | 4
(559) 570-8991
Selma Grove - City of Selma
Traffic Count Comparison Analysis
March 25, 2022
If you have any questions or require additional information, please contact me via phone at (559) 570- 8991, or via email at [email protected].
Sincerely,
Jose Luis Benavides, P.E., T.E.
President
Z:\01 Projects\001 Selma\001-005 Selma Grove TIA\Count Comparison Letter\L03282022 Selma Grove Count Comparison.docx September 18, 2023 Council Packet Page 96
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 Page | I
(559) 570-8991
Selma Grove - City of Selma
Traffic Count Comparison Analysis
March 25, 2022
Appendix I: March 2022 Traffic Counts
September 18, 2023 Council Packet Page 97
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:
JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:00 AM - 7:15 AM 0 0 0 7 0 0 33 3 23 7 0 0 59 8 2 0 11 45 0 1 7:15 AM - 7:30 AM 0 0 0 8 0 0 45 5 17 2 0 0 45 3 1 0 10 47 0 1 7:30 AM - 7:45 AM 0 0 0 18 0 0 56 3 13 2 0 0 60 4 1 0 12 68 0 2 7:45 AM - 8:00 AM 0 0 0 16 0 0 47 8 22 4 0 0 66 9 2 0 8 93 0 1 8:00 AM - 8:15 AM 0 0 0 15 0 0 36 4 16 2 0 0 63 9 2 0 7 109 0 1 8:15 AM - 8:30 AM 0 0 0 12 0 0 43 6 16 4 0 0 70 16 3 0 12 104 0 1 8:30 AM - 8:45 AM 0 0 0 22 0 0 31 10 18 5 0 0 87 13 3 0 14 77 0 0 8:45 AM - 9:00 AM 0 0 0 14 0 0 20 5 19 1 0 0 82 13 1 0 27 119 0 3 TOTAL 0 0 0 112 0 0 311 44 144 27 0 0 532 75 15 0 101 662 0 10 Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 4:00 PM - 4:15 PM 0 0 0 47 0 0 41 9 28 2 0 0 153 14 0 0 38 159 0 2 4:15 PM - 4:30 PM 0 0 0 56 0 0 69 13 30 2 0 0 126 19 0 0 29 128 0 1 4:30 PM - 4:45 PM 0 0 0 34 0 0 53 5 29 1 0 0 145 18 1 0 20 147 0 3 4:45 PM - 5:00 PM 0 0 0 40 0 0 49 11 33 1 0 0 128 22 3 0 27 128 0 1 5:00 PM - 5:15 PM 0 0 0 30 0 0 45 13 26 0 0 0 154 16 2 0 33 140 0 3 5:15 PM - 5:30 PM 0 0 0 45 0 0 53 9 35 1 0 0 167 21 2 0 30 149 0 1 5:30 PM - 5:45 PM 0 0 0 46 0 0 60 9 40 1 0 0 154 12 2 0 27 160 0 1 5:45 PM - 6:00 PM 0 0 0 30 0 0 47 4 41 2 0 0 157 28 2 0 26 114 0 1 TOTAL 0 0 0 328 0 0 417 73 262 10 0 0 1184 150 12 0 230 1125 0 13 PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 8:00 AM - 9:00 AM 0 0 0 63 0 0 130 25 69 12 0 0 302 51 9 0 60 409 0 5 5:00 PM - 6:00 PM 0 0 0 151 0 0 205 35 142 4 0 0 632 77 8 0 116 563 0 6 PHF Trucks PHF
AM 0.927 2.3% PM 142 35 205 0 0.876
PM 0.944 0.9% AM 69 25 130 0 0.862
PHF 0.943 0.883
AM PM
0 0 0 0
0 0 409 563
632 302 60 116
77 51 0 0
PM AM
PHF
0.803 0.908 PHF
0.716 0 0 0 63 AM
0.821 0 0 0 151 PM
Southbound
Southbound Eastbound
Northbound Eastbound Westbound
Northbound Southbound Eastbound Westbound
Floral Ave
Northbound Westbound
Floral Ave
SR 99 SB Off-ramp
Shopping Center Driveway
Turning Movement Report
Floral Ave @ SR 99 SB Offramp / Shopping Center Driveway Fresno
Thursday, March 3, 2022 Clear
36.5764
-119.6307
September 18, 2023 Council Packet Page 98
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:
JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM - 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM - 7:45 AM 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0
7:45 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM - 8:30 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM - 8:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1
8:45 AM - 9:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2
TOTAL 2 0 0 1 0 0 0 1 0 1 0 1 0 0 0 3
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM - 4:15 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM - 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM - 4:45 PM 0 0 0 7 0 0 0 1 0 1 0 0 0 0 0 4
4:45 PM - 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
5:00 PM - 5:15 PM 0 0 0 2 0 0 0 1 0 1 0 0 0 3 0 2
5:15 PM - 5:30 PM 0 0 0 1 0 0 0 1 0 0 1 0 0 1 0 2
5:30 PM - 5:45 PM 0 0 1 1 0 0 0 0 1 0 0 0 0 0 0 0
5:45 PM - 6:00 PM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2
TOTAL 0 0 1 14 0 0 0 3 1 2 1 0 0 4 0 11
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 8:00 AM - 9:00 AM 1 0 0 1 0 0 0 1 0 0 0 1 0 0 0 3
5:00 PM - 6:00 PM 0 0 1 6 0 0 0 2 1 1 1 0 0 4 0 6
Bikes Peds Peds <>
AM Peak Total 1 6 PM 0 0 0 6
PM Peak Total 8 14 AM 0 0 0 1 Peds <>
6 3
AM PM
1 0 0 0
1 0 0 4
1 0 0 0
PM AM
Peds <> 1 0
Peds <>
1 1 0 0 AM
2 0 0 1 PM
Turning Movement Report
al Ave @ SR 99 SB Offramp / Shopping Center Drive 36.5764 Fresno -119.6307
Thursday, March 3, 2022 Clear
E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes
Westbound Bikes W.Leg
Peds
SR 99 SB Off-ramp
Floral Ave Floral Ave
Shopping Center Drivewa Page 2 of 5
Northbound Bikes N.Leg
Peds
Southbound Bikes
September 18, 2023 Council Packet Page 99
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:
JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
TOTAL - - - - - - - - - - - - - - - - - - - -
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 1:00 PM - 1:15 PM 0 1 0 41 0 0 47 7 42 4 0 0 146 30 2 0 25 162 0 1 1:15 PM - 1:30 PM 0 0 0 40 0 0 41 11 35 0 0 0 157 32 1 0 29 151 0 0 1:30 PM - 1:45 PM 0 0 0 38 0 0 32 6 29 1 0 0 175 24 0 0 31 171 0 1 1:45 PM - 2:00 PM 0 0 0 49 0 0 44 11 33 2 0 0 145 44 2 1 27 143 0 0 2:00 PM - 2:15 PM 0 0 0 43 0 0 39 14 25 1 0 0 165 25 1 0 24 156 0 1 2:15 PM - 2:30 PM 0 0 0 51 0 0 34 13 32 0 0 0 135 17 1 0 32 146 0 2 2:30 PM - 2:45 PM 0 0 0 43 0 0 37 7 39 2 0 0 150 25 0 0 25 170 0 2 2:45 PM - 3:00 PM 0 0 0 49 0 0 49 8 38 0 0 0 136 30 2 0 27 157 0 0 TOTAL 0 1 0 354 0 0 323 77 273 10 0 0 1209 227 9 1 220 1256 0 7 PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks - - - - - - - - - - - - - - - - - - - - -
1:00 PM - 2:00 PM 0 1 0 168 0 0 164 35 139 7 0 0 623 130 5 1 112 627 0 2 PHF Trucks PHF
AM - - PM 139 35 164 0 0.88
PM 0.988 0.7% AM - - - - #####
PHF 0.946 #####
AM PM
0 - - 0
0 - - 627
623 - - 112
130 - - 1
PM AM
PHF
##### 0.916 PHF
##### - - - - AM
0.862 0 1 0 168 PM
Turning Movement Report
Floral Ave @ SR 99 SB Offramp / Shopping Center Driveway Floral Ave @ SR 99 SB Offramp / Shopping Center Driveway Fresno -119.6307
Saturday, March 5, 2022 Clear
Northbound Southbound Eastbound Westbound
Northbound Southbound Eastbound Westbound
Shopping Center Driveway
Northbound Southbound Eastbound Westbound
SR 99 SB Off-ramp
Floral Ave Floral Ave
September 18, 2023 Council Packet Page 100
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:
JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
TOTAL - - - - - - - - - - - - - - - -
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 1:00 PM - 1:15 PM 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 1
1:15 PM - 1:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0
1:30 PM - 1:45 PM 0 0 0 1 0 0 0 0 0 2 0 0 0 0 0 0
1:45 PM - 2:00 PM 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 3
2:00 PM - 2:15 PM 0 0 0 1 0 0 0 2 0 0 0 0 0 0 0 6
2:15 PM - 2:30 PM 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0
2:30 PM - 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
2:45 PM - 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0
TOTAL 0 0 0 7 0 0 0 3 0 3 1 0 0 2 0 14
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right - - - - - - - - - - - - - - - - -
1:00 PM - 2:00 PM 0 0 0 5 0 0 0 1 0 2 1 0 0 1 0 4
Bikes Peds Peds <>
AM Peak Total - - PM 0 0 0 5
PM Peak Total 4 10 AM - - - - Peds <>
4 - AM PM
0 - - 0
2 - - 1
1 - - 0
PM AM
Peds <> - 0
Peds <>
- - - - AM
1 0 0 0 PM
Turning Movement Report
al Ave @ SR 99 SB Offramp / Shopping Center Drive al Ave @ SR 99 SB Offramp / Shopping Center Drive Fresno -119.6307
Saturday, March 5, 2022 Clear
E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes
Westbound Bikes W.Leg
Peds
SR 99 SB Off-ramp
Floral Ave Floral Ave
Shopping Center Drivewa Page 4 of 5
Northbound Bikes N.Leg
Peds
Southbound Bikes
September 18, 2023 Council Packet Page 101
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:
JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:00 AM - 7:15 AM 1 16 18 5 1 0 7 18 0 0 0 12 42 16 5 0 2 53 1 0 7:15 AM - 7:30 AM 0 22 24 0 4 0 4 13 0 0 3 7 44 24 5 0 3 75 1 2 7:30 AM - 7:45 AM 1 20 27 0 1 1 9 14 0 0 1 10 76 20 5 0 11 94 3 0 7:45 AM - 8:00 AM 3 27 24 5 0 2 11 32 3 4 0 9 78 21 0 0 20 102 1 2 8:00 AM - 8:15 AM 1 35 27 6 2 1 14 34 4 1 1 9 53 26 5 0 29 126 2 1 8:15 AM - 8:30 AM 0 38 19 4 4 1 15 31 9 2 0 10 69 32 6 0 16 92 0 2 8:30 AM - 8:45 AM 0 31 18 5 2 0 12 33 4 4 2 8 62 33 6 0 16 73 4 1 8:45 AM - 9:00 AM 0 34 23 3 2 1 13 27 5 3 3 10 55 28 4 0 21 77 3 3 TOTAL 6 223 180 28 16 6 85 202 25 14 10 75 479 200 36 0 118 692 15 11 Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 4:00 PM - 4:15 PM 1 35 29 13 1 2 16 52 8 1 2 13 118 44 3 0 23 116 1 0 4:15 PM - 4:30 PM 0 38 19 7 3 1 27 54 5 2 2 13 127 72 2 0 18 73 2 0 4:30 PM - 4:45 PM 0 32 17 13 3 0 16 52 4 3 1 8 119 31 4 0 18 80 3 1 4:45 PM - 5:00 PM 0 37 22 9 2 1 26 48 6 2 6 14 130 30 4 0 9 93 1 0 5:00 PM - 5:15 PM 0 59 30 14 3 6 32 66 4 1 1 9 95 30 3 0 24 88 2 0 5:15 PM - 5:30 PM 2 57 36 14 1 4 13 55 7 3 0 7 123 46 2 0 22 109 3 0 5:30 PM - 5:45 PM 1 55 17 13 0 1 26 54 7 7 0 6 151 46 3 0 16 88 3 0 5:45 PM - 6:00 PM 0 40 35 8 1 2 17 39 4 1 2 12 125 50 0 0 20 94 3 0 TOTAL 4 353 205 91 14 17 173 420 45 20 14 82 988 349 21 0 150 741 18 1 PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:45 AM - 8:45 AM 4 131 88 20 8 4 52 130 20 11 3 36 262 112 17 0 81 393 7 6 5:00 PM - 6:00 PM 3 211 118 49 5 13 88 214 22 12 3 34 494 172 8 0 82 379 11 0 PHF Trucks PHF
AM 0.912 3.1% PM 22 214 88 13 0.78
PM 0.950 1.3% AM 20 130 52 4 0.92
PHF 0.866 0.93
AM PM
3 3 7 11
34 36 393 379
494 262 81 82
172 112 0 0
PM AM
PHF
0.766 0.881 PHF
0.88 4 131 88 20 AM
0.874 3 211 118 49 PM
Southbound
Southbound Eastbound
Northbound Eastbound Westbound
Northbound Southbound Eastbound Westbound
Floral Ave
Northbound Westbound
Floral Ave
Whitson St
Whitson St
Turning Movement Report
Floral Ave @ Whitson St
Fresno
Thursday, March 3, 2022 Clear
36.5763
-119.6246
September 18, 2023 Council Packet Page 102
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:
JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM - 7:30 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1
7:30 AM - 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0
8:00 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM - 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM - 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM - 9:00 AM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 2 0 0 0 0 0 1 0 0 0 1 0 1
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM - 4:15 PM 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0
4:15 PM - 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM - 4:45 PM 0 0 0 2 0 0 0 0 0 0 0 1 0 0 0 0
4:45 PM - 5:00 PM 0 0 0 2 0 0 0 2 0 1 0 0 0 0 0 2
5:00 PM - 5:15 PM 0 0 0 4 0 0 0 1 0 1 0 1 0 1 0 0
5:15 PM - 5:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 2 0 0
5:30 PM - 5:45 PM 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 1
5:45 PM - 6:00 PM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2
TOTAL 0 1 1 12 0 0 0 3 0 4 0 2 0 3 0 5
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:45 AM - 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0
5:00 PM - 6:00 PM 0 1 1 7 0 0 0 1 0 2 0 1 0 3 0 3
Bikes Peds Peds <>
AM Peak Total 1 0 PM 0 0 0 7
PM Peak Total 7 12 AM 0 0 0 0 Peds <>
3 0
AM PM
0 0 0 0
2 0 1 3
0 0 0 0
PM AM
Peds <> 0 1
Peds <>
0 0 0 0 AM
1 0 1 1 PM
Turning Movement Report
Floral Ave @ Whitson St 36.5763
Fresno -119.6246
Thursday, March 3, 2022 Clear
E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes
Westbound Bikes W.Leg
Peds
Whitson St
Floral Ave Floral Ave
Whitson St Page 2 of 5
Northbound Bikes N.Leg
Peds
Southbound Bikes
September 18, 2023 Council Packet Page 103
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:
JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
TOTAL - - - - - - - - - - - - - - - - - - - -
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 1:00 PM - 1:15 PM 0 53 34 8 1 4 12 40 6 0 4 6 95 46 3 0 24 88 1 2 1:15 PM - 1:30 PM 2 78 28 13 0 3 13 38 9 0 4 6 90 57 1 0 13 102 2 0 1:30 PM - 1:45 PM 0 68 34 6 1 4 16 27 7 0 2 12 108 60 3 0 22 107 3 1 1:45 PM - 2:00 PM 0 47 27 7 2 3 17 41 5 2 3 2 108 55 1 0 11 91 4 0 2:00 PM - 2:15 PM 0 61 32 11 0 4 14 36 5 0 7 7 105 48 1 0 17 91 2 2 2:15 PM - 2:30 PM 2 60 30 5 2 8 6 29 6 2 2 2 89 49 2 0 12 84 1 0 2:30 PM - 2:45 PM 0 69 29 5 1 5 10 26 7 0 2 10 92 43 0 0 14 81 4 0 2:45 PM - 3:00 PM 0 49 25 9 1 2 12 38 3 0 5 12 99 46 2 0 16 95 2 0 TOTAL 4 485 239 64 8 33 100 275 48 4 29 57 786 404 13 0 129 739 19 5 PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks - - - - - - - - - - - - - - - - - - - - -
1:15 PM - 2:15 PM 2 254 121 37 3 14 60 142 26 2 16 27 411 220 6 0 63 391 11 3 PHF Trucks PHF
AM - - PM 26 142 60 14 0.917
PM 0.943 0.8% AM - - - - #####
PHF 0.926 #####
AM PM
16 - - 11
27 - - 391
411 - - 63
220 - - 0
PM AM
PHF
##### 0.881 PHF
##### - - - - AM
0.855 2 254 121 37 PM
Turning Movement Report
Floral Ave @ Whitson St Floral Ave @ Whitson St
Fresno -119.6246
Saturday, March 5, 2022 Clear
Northbound Southbound Eastbound Westbound
Northbound Southbound Eastbound Westbound
Whitson St
Northbound Southbound Eastbound Westbound
Whitson St
Floral Ave Floral Ave
September 18, 2023 Council Packet Page 104
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:
JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
TOTAL - - - - - - - - - - - - - - - -
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 1:00 PM - 1:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0
1:15 PM - 1:30 PM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0
1:30 PM - 1:45 PM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0
1:45 PM - 2:00 PM 0 0 0 1 0 0 0 1 0 0 0 1 0 0 0 0
2:00 PM - 2:15 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0
2:15 PM - 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
2:30 PM - 2:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0
2:45 PM - 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 3 0 1 0 5 0 0 0 2 0 0 1 2
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right - - - - - - - - - - - - - - - - -
1:15 PM - 2:15 PM 0 0 0 3 0 0 0 4 0 0 0 2 0 0 0 0
Bikes Peds Peds <>
AM Peak Total - - PM 0 0 0 3
PM Peak Total 0 9 AM - - - - Peds <>
0 - AM PM
0 - - 0
0 - - 0
0 - - 0
PM AM
Peds <> - 2
Peds <>
- - - - AM
4 0 0 0 PM
Turning Movement Report
Floral Ave @ Whitson St Floral Ave @ Whitson St
Fresno -119.6246
Saturday, March 5, 2022 Clear
E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes
Westbound Bikes W.Leg
Peds
Whitson St
Floral Ave Floral Ave
Whitson St Page 4 of 5
Northbound Bikes N.Leg
Peds
Southbound Bikes
September 18, 2023 Council Packet Page 105
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:
JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:00 AM - 7:15 AM 0 0 114 3 3 0 14 118 2 18 0 2 2 1 0 0 4 1 24 0 7:15 AM - 7:30 AM 0 2 167 5 11 0 18 126 5 14 0 1 0 0 0 0 1 1 27 0 7:30 AM - 7:45 AM 0 0 147 4 7 0 13 109 0 19 0 1 3 3 0 0 6 1 31 1 7:45 AM - 8:00 AM 0 0 130 8 15 0 24 81 2 8 0 1 6 0 0 0 3 3 37 0 8:00 AM - 8:15 AM 0 1 135 8 9 0 20 98 1 16 0 1 0 0 0 0 4 2 32 0 8:15 AM - 8:30 AM 0 1 134 7 8 0 8 88 0 16 0 2 1 0 0 0 6 1 31 0 8:30 AM - 8:45 AM 0 1 124 3 11 0 9 97 2 16 0 2 0 2 1 0 4 1 35 0 8:45 AM - 9:00 AM 0 2 121 6 8 0 6 97 3 11 0 1 1 1 0 0 3 1 28 0 TOTAL 0 7 1072 44 72 0 112 814 15 118 0 11 13 7 1 0 31 11 245 1 Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 4:00 PM - 4:15 PM 0 1 157 12 7 0 45 168 3 9 0 2 3 0 0 0 6 3 37 0 4:15 PM - 4:30 PM 0 2 135 8 8 0 42 149 2 6 0 3 1 0 0 0 3 2 22 0 4:30 PM - 4:45 PM 0 2 166 7 4 0 32 157 2 4 0 0 2 1 0 0 5 1 35 0 4:45 PM - 5:00 PM 0 0 145 10 3 0 37 152 4 1 0 1 1 2 1 0 6 3 22 0 5:00 PM - 5:15 PM 0 1 151 9 10 0 43 170 0 4 0 3 1 1 0 0 7 3 22 0 5:15 PM - 5:30 PM 0 2 176 13 7 0 29 170 4 2 0 2 2 0 0 0 8 1 32 0 5:30 PM - 5:45 PM 0 0 130 9 5 0 35 175 5 6 0 1 1 4 0 0 7 4 25 0 5:45 PM - 6:00 PM 0 2 138 11 4 0 48 159 2 1 0 2 2 0 0 0 4 1 25 0 TOTAL 0 10 1198 79 48 0 311 1300 22 33 0 14 13 8 1 0 46 18 220 0 PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:15 AM - 8:15 AM 0 3 579 25 42 0 75 414 8 57 0 4 9 3 0 0 14 7 127 1 4:30 PM - 5:30 PM 0 5 638 39 24 0 141 649 10 11 0 6 6 4 1 0 26 8 111 0 PHF Trucks PHF
AM 0.898 7.9% PM 10 649 141 0 0.939
PM 0.936 2.2% AM 8 414 75 0 0.834
PHF 0.8 0.571
AM PM
0 0 127 111
6 4 7 8
6 9 14 26
4 3 0 0
PM AM
PHF
0.86 0.884 PHF
0.872 0 3 579 25 AM
0.893 0 5 638 39 PM
Turning Movement Report
Highland Ave @ Rose Ave
Fresno
Thursday, March 3, 2022 Clear
36.5688
-119.6288
Rose Ave
Northbound Westbound
Rose Ave
Highland Ave
Shopping Center Driveway
Southbound
Southbound Eastbound
Northbound Eastbound Westbound
Northbound Southbound Eastbound Westbound
September 18, 2023 Council Packet Page 106
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:
JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 AM - 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM - 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM - 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
7:45 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0
8:00 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM - 8:30 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0
8:30 AM - 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM - 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 1 0 0 0 0 0 1 0 0 1 0
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 4:00 PM - 4:15 PM 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0
4:15 PM - 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM - 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM - 5:00 PM 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0
5:00 PM - 5:15 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 1
5:15 PM - 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0
5:30 PM - 5:45 PM 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM - 6:00 PM 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0
TOTAL 0 0 7 0 1 1 0 0 1 1 0 2 0 0 1 1
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:15 AM - 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0
4:30 PM - 5:30 PM 0 0 1 0 0 0 0 0 1 1 0 1 0 0 1 1
Bikes Peds Peds <>
AM Peak Total 1 1 PM 0 0 0 0
PM Peak Total 4 2 AM 0 0 0 0 Peds <>
1 0
AM PM
1 0 1 1
1 0 0 0
0 0 0 0
PM AM
Peds <> 1 1
Peds <>
0 0 0 0 AM
0 0 0 1 PM
Westbound Bikes W.Leg
Peds
Highland Ave
Rose Ave Rose Ave
Shopping Center Drivewa Page 2 of 5
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Turning Movement Report
Highland Ave @ Rose Ave 36.5688
Fresno -119.6288
Thursday, March 3, 2022 Clear
September 18, 2023 Council Packet Page 107
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:
JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
TOTAL - - - - - - - - - - - - - - - - - - - -
Time U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 1:00 PM - 1:15 PM 0 1 111 8 0 0 23 110 2 1 0 3 1 0 0 0 3 2 23 0 1:15 PM - 1:30 PM 0 1 120 4 2 0 23 99 1 4 0 0 3 3 0 0 9 2 22 1 1:30 PM - 1:45 PM 0 1 128 5 4 1 26 111 5 2 0 0 0 2 0 0 5 0 31 0 1:45 PM - 2:00 PM 0 2 107 7 0 0 21 125 4 0 0 0 0 0 0 0 7 2 25 0 2:00 PM - 2:15 PM 0 1 137 7 1 0 26 134 2 1 0 3 2 0 0 0 2 2 20 0 2:15 PM - 2:30 PM 0 1 130 9 2 0 22 132 3 3 0 3 0 0 0 0 2 0 24 1 2:30 PM - 2:45 PM 0 0 142 6 5 0 33 126 1 4 0 1 1 1 0 0 2 1 31 0 2:45 PM - 3:00 PM 0 1 145 7 4 0 25 161 2 2 0 2 3 0 0 0 3 3 24 0 TOTAL 0 8 1020 53 18 1 199 998 20 17 0 12 10 6 0 0 33 12 200 2 PEAK HOUR U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks - - - - - - - - - - - - - - - - - - - - -
2:00 PM - 3:00 PM 0 3 554 29 12 0 106 553 8 10 0 9 6 1 0 0 9 6 99 1 PHF Trucks PHF
AM - - PM 8 553 106 0 0.887
PM 0.920 1.7% AM - - - - #####
PHF 0.8 #####
AM PM
0 - - 99
9 - - 6
6 - - 9
1 - - 0
PM AM
PHF
##### 0.838 PHF
##### - - - - AM
0.958 0 3 554 29 PM
Highland Ave
Northbound Southbound Eastbound Westbound
Highland Ave
Rose Ave Rose Ave
Northbound Southbound Eastbound Westbound
Northbound Southbound Eastbound Westbound
Turning Movement Report
Highland Ave @ Rose Ave Highland Ave @ Rose Ave
Fresno -119.6288
Saturday, March 5, 2022 Clear
September 18, 2023 Council Packet Page 108
Metro Traffic Data Inc.
310 N. Irwin Street - Suite 20
Hanford, CA 93230 Prepared For:
JLB Traffic Engineering, Inc.
800-975-6938 Phone/Fax 516 W. Shaw Ave, Suite 103
www.metrotrafficdata.com Fresno, CA 93704
LOCATION LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
TOTAL - - - - - - - - - - - - - - - -
Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right 1:00 PM - 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0
1:15 PM - 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30 PM - 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0
1:45 PM - 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 PM - 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 PM - 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:30 PM - 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 PM - 3:00 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 1 0 0 2 0 0 1 0
PEAK HOUR Left Thru Right Left Thru Right Left Thru Right Left Thru Right - - - - - - - - - - - - - - - - -
2:00 PM - 3:00 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0
Bikes Peds Peds <>
AM Peak Total - - PM 0 0 0 0
PM Peak Total 1 0 AM - - - - Peds <>
0 - AM PM
1 - - 0
0 - - 0
0 - - 0
PM AM
Peds <> - 0
Peds <>
- - - - AM
0 0 0 0 PM
Westbound Bikes W.Leg
Peds
Highland Ave
Rose Ave Rose Ave
Highland Ave Page 4 of 5
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Westbound Bikes W.Leg
Peds
Northbound Bikes N.Leg
Peds
Southbound Bikes S.Leg
Peds
Eastbound Bikes E.Leg
Peds
Turning Movement Report
Highland Ave @ Rose Ave Highland Ave @ Rose Ave
Fresno -119.6288
Saturday, March 5, 2022 Clear
September 18, 2023 Council Packet Page 109
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 Page | II
(559) 570-8991
Selma Grove - City of Selma
Traffic Count Comparison Analysis
March 25, 2022
Appendix II: Expanded 2016 Traffic Counts
September 18, 2023 Council Packet Page 110
LOCATION at LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
2016 AM Growth Rate 0.00% AM Growth Rate 0.80% AM Growth Rate 2.92% AM Growth Rate 2.26% 2022 PM Growth Rate 0.00% PM Growth Rate 0.37% PM Growth Rate 2.57% PM Growth Rate 2.17% # of Years 6 MD Growth Rate 0.00% MD Growth Rate 0.93% MD Growth Rate 3.48% MD Growth Rate 2.88% U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:45 AM - 8:45 AM 0 0 0 85 0 202 41 64 0 0 280 36 0 63 299 0 4:45 PM - 5:45 PM 0 0 0 169 0 301 49 139 0 0 562 70 0 111 539 0 1:00 PM - 2:00 PM 0 0 0 159 0 187 32 106 0 0 481 86 0 108 452 0 U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:45 AM - 8:45 AM 0 0 0 85 0 212 43 67 0 0 333 43 0 72 342 0 4:45 PM - 5:45 PM 0 0 0 169 0 308 50 142 0 0 654 82 0 126 613 0 1:00 PM - 2:00 PM 0 0 0 159 0 198 34 112 0 0 591 106 0 128 536 0 Σ PHF
MD 112 34 198 0 344
PM 142 50 308 0 500
PHF AM 67 43 212 0 322
Σ 697 736 376
AM PM MD
0 0 0 0 0 0
0 0 0 342 613 536
591 654 333 72 126 128
106 82 43 0 0 0
MD PM AM
414 739 664 Σ
85 0 0 0 85 AM PHF
169 0 0 0 169 PM
159 0 0 0 159 MD
PHF Σ
SR 99 SB Off-Ramp
Southbound Eastbound
Existing Selma Grove TIA Volumes
PEAK HOUR
Selma Grove TIA Forecast Year 2022 Volumes
PEAK HOUR Northbound Southbound Eastbound Westbound
Count Year
Projected Year
Floral Avenue
Northbound Westbound
Floral Avenue
SR 99 SB Off-Ramp
Fresno
June 2016 Clear
SR 99 SB Off-Ramp Floral Avenue
Selma Grove TIA Turning Movement Volumes
Northbound Growth Rate Southbound Growth Rate Eastbound Growth Rate Westbound Growth Rate September 18, 2023 Council Packet Page 111
LOCATION at LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
2016 AM Growth Rate 2.21% AM Growth Rate 5.49% AM Growth Rate 1.87% AM Growth Rate 0.99% 2022 PM Growth Rate 4.88% PM Growth Rate 7.57% PM Growth Rate 2.79% PM Growth Rate 2.57% # of Years 6 MD Growth Rate 5.60% MD Growth Rate 8.55% MD Growth Rate 3.69% MD Growth Rate 3.48% U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:30 AM - 8:30 AM 0 128 86 21 0 57 101 19 0 21 324 100 0 59 473 4 4:00 PM - 5:00 PM 0 242 129 57 0 83 165 19 0 42 496 161 0 75 388 12 1:00 PM - 2:00 PM 0 239 85 24 0 70 129 11 0 42 300 213 0 57 285 10 U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:30 AM - 8:30 AM 0 146 98 24 0 79 139 26 0 23 362 112 0 63 502 4 4:00 PM - 5:00 PM 0 322 172 76 0 129 256 29 0 50 585 190 0 87 452 14 1:00 PM - 2:00 PM 0 331 118 33 0 115 211 18 0 52 373 265 0 70 350 12 Σ PHF
MD 18 211 115 0 344
PM 29 256 129 0 414
PHF AM 26 139 79 0 244
Σ 690 825 497
AM PM MD
0 0 0 4 14 12
52 50 23 502 452 350
373 585 362 63 87 70
265 190 112 0 0 0
MD PM AM
569 553 432 Σ
268 0 146 98 24 AM PHF
570 0 322 172 76 PM
482 0 331 118 33 MD
PHF Σ
Whitson Street
Southbound Eastbound
Existing Selma Grove TIA Volumes
PEAK HOUR
Selma Grove TIA Forecast Year 2022 Volumes
PEAK HOUR Northbound Southbound Eastbound Westbound
Count Year
Projected Year
Floral Avenue
Northbound Westbound
Floral Avenue
Whitson Street
Northbound Growth Rate Southbound Growth Rate Eastbound Growth Rate Westbound Growth Rate Fresno
June 2016 Clear
Whitson Street Floral Avenue
Selma Grove TIA Turning Movement Volumes
September 18, 2023 Council Packet Page 112
LOCATION at LATITUDE
COUNTY LONGITUDE
COLLECTION DATE WEATHER
2016 AM Growth Rate 3.17% AM Growth Rate 3.13% AM Growth Rate 18.29% AM Growth Rate 1.13% 2022 PM Growth Rate 4.71% PM Growth Rate 4.80% PM Growth Rate 14.31% PM Growth Rate 1.60% # of Years 6 MD Growth Rate 5.47% MD Growth Rate 6.18% MD Growth Rate 18.74% MD Growth Rate 2.61% U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:15 AM - 8:15 AM 0 2 530 35 0 82 431 8 0 7 7 0 0 16 5 120 4:15 PM - 5:15 PM 0 6 598 28 0 126 615 11 0 5 9 6 0 19 6 120 2:00 PM - 3:00 PM 0 4 489 33 0 87 431 11 0 6 5 3 0 14 9 92 U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks 7:15 AM - 8:15 AM 0 2 639 42 0 99 519 10 0 19 19 0 0 17 5 128 4:15 PM - 5:15 PM 0 8 788 37 0 167 815 15 0 11 20 13 0 21 7 132 2:00 PM - 3:00 PM 0 6 673 45 0 125 618 16 0 17 14 8 0 16 11 107 Σ PHF
MD 16 618 125 0 759
PM 15 815 167 0 997
PHF AM 10 519 99 0 628
Σ 39 44 38
AM PM MD
0 0 0 128 132 107
17 11 19 5 7 11
14 20 19 17 21 16
8 13 0 0 0 0
MD PM AM
150 160 134 Σ
683 0 2 639 42 AM PHF
833 0 8 788 37 PM
724 0 6 673 45 MD
PHF Σ
Selma Grove TIA Turning Movement Volumes
Highland Avenue Rose Avenue
Northbound Growth Rate Southbound Growth Rate Eastbound Growth Rate Westbound Growth Rate Fresno
June 2016 Clear
Count Year
Projected Year
Rose Avenue
Northbound Westbound
Rose Avenue
Highland Avenue
Highland Avenue
Southbound Eastbound
Existing Selma Grove TIA Volumes
PEAK HOUR
Selma Grove TIA Forecast Year 2022 Volumes
PEAK HOUR Northbound Southbound Eastbound Westbound
September 18, 2023 Council Packet Page 113
Attachment 13
CalTrans Selma Grove Comment Letter dated 8/16/2021
September 18, 2023 Council Packet Page 114
“Provide a safe and reliable transportation network that serves all people and respects the environment” DISTRICT 6 OFFICE
1352 WEST OLIVE AVENUE |P.O. BOX 12616 |FRESNO, CA 93778-2616 (559) 981-1041 | FAX (559) 488-4195 | TTY 711
www.dot.ca.gov
August 16, 2021
FRE-99- 6.556
Selma Grove
4th Review
https://ld-igr-gts.dot.ca.gov/district/6/report/12037#33140
SENT VIA EMAIL
Kira Noguera
Selma Contract City Planner
1710 Tucker Street
Selma, CA 93662
[email protected]
Dear Mx. Noguera:
Thank you for the opportunity to review the application for amendment to site plan Selma Grove 2006-0008. This development was previously reviewed in April 2020. The Applicant proposes a 62.9-acre development including a hotel, a 55,000 SF movie cinema, regional shopping center, supermarket, drugstore, and restaurants. The project site is on the north side of Floral Avenue just west of the existing Walmart, approximately 1,500 feet west of State Route (SR) 99 in the city of Selma.
Caltrans provides the following comments consistent with the State’s smart mobility goals that support a vibrant economy and sustainable communities:
1. Caltrans previously recommended lengthening the existing single eastbound left turn lane on Floral Ave at Highland Ave. This lengthening would be maximized by the elimination of the westbound left turn lane on Floral Avenue at SR 99 SB offramp/ shopping Center driveway. Upon further evaluation, this alternative is no longer recommended because elimination of a left turn lane into a larger shopping center is not feasible, and the single left turn lane would not provide the dual left turn lane capacity as recommended by the project traffic impact study.
2. Caltrans now concurs with the recommendation of the traffic impact study to provide dual eastbound left turn lanes on Floral Ave at Highland Ave. The lengths of the eastbound left turn lanes should be maximized within the existing geometric constraints without impacting the westbound left turn lane. This work would require intersection widening, signal relocation/ modification and reconstruction of the September 18, 2023 Council Packet Page 115
Kira Noguera Selma Grove
August 16, 2021
“Provide a safe and reliable transportation network that serves all people and respects the environment” existing raised median island. The proposed development should be 100% responsible for this opening-day improvement and should be completed prior to project opening.
3. We concur with the traffic study’s recommendation to convert the existing southbound through-lane to a shared through-right-turn lane at the SR 99 southbound off-ramp. However, having a pedestrian crosswalk at the receiving leg (west leg of Floral Ave) of the intersection may pose potential safety issue due to sight distance. If two vehicles are making right turns side by side, the ability for the driver on the left to see pedestrians at the crosswalk may be obstructed by the vehicle on the right, especially if it’s a truck. Therefore, the crosswalk at the west leg (Floral Ave) of the intersection should be eliminated and construct a paved pedestrian walking path along the south side of Floral Ave from this intersection (Floral Ave/SR 99 SB Ramps) to the adjacent intersection to the west (Floral Ave/Walmart Driveway). This would provide a way for a pedestrian to walk to the adjacent signalized intersection and cross Floral Ave. The proposed development should be 100% responsible for this opening-day improvement and should be completed prior to project opening.
4. Caltrans also concurs with the traffic study’s recommendation indicating the proposed development should contribute its proportional share (6.08%) to the signalization and lane configuration modifications at the SR 43 intersection with Rose Avenue.
5. Given that this development is oriented towards regional attraction, Caltrans recommends the project proponents(s) conduct a vehicle-miles traveled (VMT) study. In the absence of a local agency VMT guideline, the preparer should refer to the Caltrans Vehicle Miles Traveled-Focused Transportation Impact Study Guide, dated May 20, 2020. Improvements for existing/future bike and pedestrian facilities on roads in the vicinity of the Project and connectivity between home to work/home to shops should be considered and included in the VMT mitigation plan.
6. Caltrans recommends the Project implement “smart-growth” principles regarding parking solutions or providing alternative transportation choices to future employees/customers. Smart growth and alternative transportation choices may include but not limited to convenient drop-off locations for car-share and/or rideshare programs and/or electric vehicle parking/charging stations.
7. If transit is not available within ¼-mile of the site, transit should be extended to provide services.
September 18, 2023 Council Packet Page 116
Kira Noguera Selma Grove
August 16, 2021
“Provide a safe and reliable transportation network that serves all people and respects the environment”
8. Active Transportation Plans and Smart Growth efforts support the state’s 2050 Climate goals. Caltrans supports reducing VMT and GHG emissions in ways that increase the likelihood people will use and benefit from a multimodal transportation network.
If you have any other questions, please call or email Edgar Hernandez at (559) 981- 7436 or [email protected].
Sincerely,
David Padilla, Branch Chief
Transportation Planning – North
September 18, 2023 Council Packet Page 117
Attachment 14
Supplemental CalTrans Selma Grove Letter dated 2/10/2023 September 18, 2023 Council Packet Page 118
“Provide a safe and reliable transportation network that serves all people and respects the environment” DISTRICT 6 OFFICE
1352 WEST OLIVE AVENUE |P.O. BOX 12616 |FRESNO, CA 93778-2616 (559) 981-1041 | FAX (559) 488-4195 | TTY 711
www.dot.ca.gov
February 10, 2023
FRE-99- 6.556
Selma Grove Development
https://ld-igr-gts.dot.ca.gov/district/6/report/12037#33140
SENT VIA EMAIL
Trevor Stearns, Contract Planner
City of Selma
1710 Tucker Street
Selma, CA 93662
(559) 449-2400 Office
(559) 307-8939 Mobile
www.QKinc.com
Dear Mr. Stearns,
This letter serves as an addendum to our previous comment letter dated August 16, 2021.
As part of a recent meeting held on February 2, 2023, with the City of Selma, Applicant/Developer, and Caltrans, our office has agreed to forego our opening day improvement(s) request for comment #2 and comment #3 of our comment letter dated August 16, 2022, and instead allow the Applicant/Developer to phase-in their identified improvements throughout the duration of the Selma Grove development.
The City provided an updated conditions of approval memorandum dated February 8, 2023, indicating the Developer or successor in interest shall be responsible for their fair share contributions to the proposed improvements recommended by the State of California Department of Transportation (Caltrans). The developer or successor in interest shall be responsible for their fair share contributions consistent with the analysis of the updated Project Traffic Impact Analysis Mitigation Measure MM T-1 and Caltrans recommendations regarding the improvements detailed in Items 2 and 3 of the attached letter from Caltrans. The specific improvements are outlined as follows:
• Provide dual eastbound left turn lanes within the existing geometric constraints at the Floral and Highland Avenue intersection.
• Any related intersection widening, signal relocation/modification and reconstruction of the existing raised median island if needed due to the above-mentioned improvement. • Eliminate the Floral Avenue and State Route 99 Southbound off-ramp intersection crosswalk at the west leg of the intersection and construct a paved pedestrian walking path along the south side of Floral Avenue from the aforementioned intersection to the Floral Avenue and Walmart Driveway intersection.
September 18, 2023 Council Packet Page 119
Trevor Stearns, Contract Planner.: Selma Grove Development 2/10/20223
“Provide a safe and reliable transportation network that serves all people and respects the environment” The timing in which these improvements must be constructed shall be no later than when 75% of total development is completed (measured by square footage). Our office accepts the City’s latest conditions of approval listed above.
Our comments #1, #4, #5, #6, #7, and #8 from our comment letter dated August 16, 2021, still apply.
If you have any other questions, please call or email Edgar Hernandez at (559) 981-7436 or [email protected].
Sincerely,
David Padilla, Branch Chief
Transportation Planning – North
September 18, 2023 Council Packet Page 120
CITY MANAGER’S/STAFF’S REPORT
CITY COUNCIL MEETING:
ITEM NO:
SUBJECT:
2. Update on the Selma Downtown Business Improvement District pursuant to the Parking and Business Improvement Area Law of 1989 BACKGROUND: Section 36500 of the California Streets and Highways Code allows for the creation of a business improvement district (BID) within a municipality, whereby businesses within the district can self-assess an annual fee in order to pay for improvements and activities, which benefit the overall business district. The intent of the state law is to provide a funding mechanism for business districts to promote economic vitality.
DISCUSSION: In October 2022, the City of Selma City Council approved an ordinance that added Chapter 25 to Title 5 of the Selma Municipal Code, establishing and detailing the Selma Downtown Business Improvement District, as required by Section 36500 of the California Streets and Highways Code. The Council also appointed five Downtown business owners to serve on the BID Advisory Committee.
The Downtown BID Advisory Committee holds monthly meetings to deliberate on optimal approaches for catering to downtown business owners' needs. They assess downtown Selma's strengths and conceptualize its potential future. With a primary emphasis on revitalizing the downtown area, the committee has tactically formulated a mission statement that encapsulates their endeavors. They have also defined goals to direct their efforts throughout the year, particularly concentrating on beautification, community involvement, and increased marketing. These objectives are further elaborated with specified strategies and benchmarks for measuring performance.
The BID Advisory Committee President, Char Tucker, will provide a verbal presentation to the City Council on the progress that the BID has made this year.
RECOMMENDATION: Information and discussion item only.
______/s/_______________________________ August 23, 2023____________ Alicia Aguirre, Management Analyst Date
______/s/_______________________________ August 23, 2023____________ Jerome Keene, Deputy City Manager Date
September 18, 2023
September 18, 2023 Council Packet Page 121
CITY MANAGER’S/STAFF’S REPORT
CITY COUNCIL MEETING:
ITEM NO: 3.
SUBJECT: Discussion and Direction Regarding Adoption of Councilmember Term Limits DISCUSSION: At the August 21, 2023 meeting, Mayor Pro Tem Cho requested a future agenda item regarding the procedure for adoption of councilmember term limits. During the September 5, 2023 meeting, the City Council requested to table the item to the September 18, 2023 meeting.
Government Code section 36502 allows for cities to adopt term limits for Councilmembers.
Specifically, section 36502 states that a city may “[limit]…the number of terms a member of the city council may serve on the city council, or the number of terms an elected mayor may serve.
Any proposal to limit the number of terms a member of the city council may serve on the city council, or the number of terms an elected mayor may serve, shall apply prospectively only and shall not become operative unless it is submitted to the electors of the city at a regularly scheduled election and a majority of the votes cast on the question favor the adoption of the proposal.” First, Council should decide whether they would like to proceed with establishing term limits.
Additionally, Council should decide whether it would like to establish term limits for councilmembers as well as the mayor seat and what the limits will be.
If Council determines that it would like to proceed with establishing term limits, a resolution to proceed will be drafted and a public hearing will be held. We will also need to draft a proposed ordinance, which will amend the municipal code to include term limits, to submit to the voters.
Assuming the resolution to proceed passes, the City will ensure all deadlines are met with the County Registrar for the initiative to be placed on the November 2024 ballot. If the initiative were to pass at the November 2024 election, the term limits will only apply prospectively.
Therefore, terms will only be counted for terms served after the ballot measure is approved.
FISCAL IMPACT: Costs of election
RECOMMENDATION: Staff asks for direction regarding whether to proceed with adoption of councilmember term limits.
________/s/_______________________ _September 11, 2023_____________ Megan Dodd, City Attorney Date
September 18, 2023
September 18, 2023 Council Packet Page 122