Yuba City City Council
April 18, 2023

Thiara Estates Traffic Operations Memorandum 11 of 12
Figure 7. Excerpt of SACOG Residential Screening Map
Table 10. Project Area Average Residential VMT per Capita Comparison Regional Average
HEX
CN-64
VMT/Capita1 VMT/Capita1 Percent Change2

20.82 15.95 -23.4%
Note:
1 VMT/Capita represents Average Residential VMT per capita. 2 Percent change represents percent change from regional average.

CONCLUSION
The proposed Project is anticipated to generate a total of 374 daily primary trips, 28 AM peak hour primary trips (7 inbound, 21 outbound), and 36 PM peak hour primary trips (23 inbound, 13 outbound) under typical weekday traffic demand conditions.

Intersection LOS at all study intersections was projected to be acceptable (LOS “D” or better) under all study scenarios. Under Existing Plus Project conditions, the roadway segment of Elmer Avenue north of Butte House Road is projected to operate at an acceptable LOS and is not expected to exceed capacity. All 95th percentile queues are expected to be accommodated by the existing available storage. The intersection of Elmer Avenue with Butte House Road does not meet the peak hour signal warrant in the AM or PM peak hours. The intersection of Blevin Road with Butte House Road does not meet the peak hour signal warrant in the AM peak hour but does meet the signal warrant in the PM peak hour. However, it is not recommended to install a traffic signal at the intersection of Blevin Road with Butte House Road because it does not meet the signal warrant during both weekday peak hours, the intersection operates at acceptable LOS, and the intersection does not experience excessive queuing.

Project
Site
Blevin Rd
Elmer Ave

Thiara Estates Traffic Operations Memorandum 12 of 12
The Elmer Avenue & Butte House Road intersection and the segment of Elmer Avenue north of Butte House Road were analyzed under future year (2035) Cumulative and Cumulative Plus Project conditions in order to quantify future operations on Elmer Road with construction of the planned Tuly Parkway extension and the proposed Project.

The intersection of Elmer Avenue & Butte House Road and the segment of Elmer Avenue north Butte House Road of were projected to operate at acceptable LOS.

The addition of Project traffic is not anticipated to adversely affect the segment of Tuly Parkway/Bradley Estate Drive west of Blevin Road.

Based upon a review of the Project site, Project access, site internal circulation, and emergency access are considered adequate. It is recommended to maintain any vegetation in the vicinity of the Project roadway connections on Elmer Avenue and Tuly Parkway to preserve adequate sight distance.

The Yuba-Sutter Transit Route has bus stops located approximately one-mile from the Project site. The Project is not anticipated to affect existing transit facilities. The Project would provide adequate connectivity to existing bicycle and pedestrian facilities.

The SACOG screening map indicated that the HEX location associated with the Project achieves at least a 15- percent reduction in VMT per capita comparing to regional average. Thus, the Project impacts on VMT are considered less than significant and no mitigation measures are recommended.

Thiara Estates Traffic Operations Memorandum

ATTACHMENT A

PROJECT LOCATION AND STUDY FACILITIES

!(
!(2
1 Project Location
Thiara Estates Traffic Operations Memorandum
Yuba City, CA
October 2022
\\woodrodgers.loc\ProductionData\Jobs\Jobs\8873001_Thiara_Estates\GIS\Tasks\Fig_1_Location_and_Facilities_Map.mxd 7/15/2022 10:35:29 AM opotash Figure 1
NORTH
0 0.125 0.25
Miles
Project Location and Study Facilities
Legend
!( Study Intersection
New Roadway Connection
Project Location
#

Thiara Estates Traffic Operations Memorandum

ATTACHMENT B

PROJECT SITE PLAN

NVES
N
N V E
S

DRAFT SUBJECT TO CHANGE THROUGH CITY APPROVAL PROCESS

Thiara Estates Traffic Operations Memorandum

ATTACHMENT C

TRAFFIC COUNTS

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Elmer Ave -- Butte House Rd QC JOB #: 15852801 CITY/STATE: Yuba City, CA DATE: Thu, Jun 9 2022
27 12
3 0 24
211 5 7 215
434 0.91 208
439 0 0 458
0 0 0
0 0
Peak-Hour: 7:30 AM -- 8:30 AM
Peak 15-Min: 7:30 AM -- 7:45 AM

11.1 8.3

33.3 0 8.3

5.2 0 14.3 5.1

2.8 4.8

2.7 0 0 3.1
0 0 0
0 0
1 0 0
0 0 0 0
0 0
0 0
0 0
0 0 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
15-Min Count
Period
Beginning At
Elmer Ave
(Northbound)
Elmer Ave
(Southbound)
Butte House Rd
(Eastbound)
Butte House Rd
(Westbound) Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 0 0 0 0 3 0 0 0 0 83 0 0 0 29 2 0 117
7:15 AM 0 0 0 0 8 0 2 0 0 95 0 0 0 38 0 0 143
7:30 AM 0 0 0 0 3 0 1 0 0 119 0 0 0 63 2 0 188
7:45 AM 0 0 0 0 8 0 0 0 1 122 0 0 0 45 0 0 176 624
8:00 AM 0 0 0 0 6 0 0 0 2 94 0 0 0 46 0 0 148 655
8:15 AM 0 0 0 0 7 0 2 0 2 99 0 0 0 54 5 0 169 681
8:30 AM 0 0 0 0 4 0 2 0 0 95 0 0 0 52 3 0 156 649
8:45 AM 0 0 0 0 4 0 0 0 0 92 0 0 0 47 2 0 145 618
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound
Total
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 0 0 0 0 12 0 4 0 0 476 0 0 0 252 8 0 752
Heavy Trucks 0 0 0 4 0 0 0 12 0 0 12 4 32
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:

Report generated on 6/16/2022 1:33 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Elmer Ave -- Butte House Rd QC JOB #: 15852802 CITY/STATE: Yuba City, CA DATE: Thu, Jun 9 2022
34 46
7 0 27
594 9 37 624
402 0.93 587
411 0 0 429
0 0 0
0 0
Peak-Hour: 5:00 PM -- 6:00 PM
Peak 15-Min: 5:00 PM -- 5:15 PM
0 0
0 0 0

1.3 0 0 1.3

1.2 1.4

1.2 0 0 1.2
0 0 0
0 0
0 0 0
1 0 0 0
0 0
1 3
0 0
0 0 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
15-Min Count
Period
Beginning At
Elmer Ave
(Northbound)
Elmer Ave
(Southbound)
Butte House Rd
(Eastbound)
Butte House Rd
(Westbound) Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 0 0 0 6 0 0 0 2 101 0 0 0 122 4 0 235
4:15 PM 0 0 0 0 9 0 3 0 5 82 0 0 0 151 7 0 257
4:30 PM 0 0 0 0 5 0 0 0 2 106 0 0 0 140 7 0 260
4:45 PM 0 0 0 0 7 0 1 0 2 88 0 0 0 124 9 0 231 983
5:00 PM 0 0 0 0 7 0 1 0 1 99 0 0 0 168 10 0 286 1034
5:15 PM 0 0 0 0 5 0 4 0 5 123 0 0 0 137 11 0 285 1062
5:30 PM 0 0 0 0 4 0 2 0 3 94 0 0 0 149 9 0 261 1063
5:45 PM 0 0 0 0 11 0 0 0 0 86 0 0 0 133 7 0 237 1069
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound
Total
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 0 0 0 0 28 0 4 0 4 396 0 0 0 672 40 0 1144 Heavy Trucks 0 0 0 0 0 0 0 12 0 0 8 0 20
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 4 0 0 0 0 4
Scooters
Comments:

Report generated on 6/16/2022 1:33 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Belvin Rd -- Butte House Rd QC JOB #: 15852803 CITY/STATE: Yuba City, CA DATE: Thu, Jun 9 2022
152 94
115 0 37
319 64 30 234
405 0.93 204
469 0 0 442
0 0 0
0 0
Peak-Hour: 7:30 AM -- 8:30 AM
Peak 15-Min: 7:45 AM -- 8:00 AM

2.6 3.2

2.6 0 2.7

3.1 3.1 3.3 3.4

4.2 3.4

4.1 0 0 4.1
0 0 0
0 0
1 0 0
1 0 0 1
0 0
0 0
0 0
0 0 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
15-Min Count
Period
Beginning At
Belvin Rd
(Northbound)
Belvin Rd
(Southbound)
Butte House Rd
(Eastbound)
Butte House Rd
(Westbound) Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 0 0 0 0 4 0 18 0 14 60 0 0 0 23 4 0 123
7:15 AM 0 0 0 0 3 0 16 0 10 81 0 0 0 40 12 0 162
7:30 AM 0 0 0 0 9 0 31 0 15 105 0 0 0 48 8 0 216
7:45 AM 0 0 0 0 11 0 22 0 19 121 0 0 0 51 6 0 230 731
8:00 AM 0 0 0 0 9 0 22 0 16 78 0 0 0 47 11 0 183 791
8:15 AM 0 0 0 0 8 0 40 0 14 101 0 0 0 58 5 0 226 855
8:30 AM 0 0 0 0 11 0 18 0 21 94 0 0 0 51 10 0 205 844
8:45 AM 0 0 0 0 11 0 32 0 21 89 0 0 0 55 7 0 215 829
Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound
Total
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 0 0 0 0 44 0 88 0 76 484 0 0 0 204 24 0 920 Heavy Trucks 0 0 0 0 0 0 0 8 0 0 4 0 12
Buses
Pedestrians 4 0 0 0 4
Bicycles 0 0 0 4 0 0 0 0 0 0 0 0 4
Scooters
Comments:

Report generated on 6/16/2022 1:33 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Belvin Rd -- Butte House Rd QC JOB #: 15852804 CITY/STATE: Yuba City, CA DATE: Thu, Jun 9 2022
156 228
125 0 31
637 156 71 583
493 0.92 512
650 1 0 524
0 1 0
1 1
Peak-Hour: 5:00 PM -- 6:00 PM
Peak 15-Min: 5:00 PM -- 5:15 PM

0.6 0.4

0.8 0 0

1.6 0.6 0 1.5

1.6 1.8

1.4 0 0 1.5
0 0 0
0 0
0 0 0
0 1 0 0
0 0
0 3
0 0
0 0 0
N/A

N/A N/A
N/A
N/A

N/A N/A
N/A
15-Min Count
Period
Beginning At
Belvin Rd
(Northbound)
Belvin Rd
(Southbound)
Butte House Rd
(Eastbound)
Butte House Rd
(Westbound) Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 0 0 0 7 0 34 0 52 107 0 0 0 96 20 0 316
4:15 PM 0 0 0 0 8 0 39 0 47 89 0 0 0 111 15 0 309
4:30 PM 0 0 0 0 8 0 38 0 37 120 0 0 0 120 10 0 333
4:45 PM 0 0 0 0 8 0 36 0 34 109 0 0 0 103 11 1 302 1260 5:00 PM 0 0 0 0 11 0 30 0 36 137 0 0 0 142 21 0 377 1321 5:15 PM 0 1 0 0 8 0 29 0 46 126 1 0 0 142 23 0 376 1388 5:30 PM 0 0 0 0 8 0 31 0 36 125 0 0 0 113 16 0 329 1384 5:45 PM 0 0 0 0 4 0 35 0 38 105 0 0 0 115 11 0 308 1390 Peak 15-Min
Flowrates
Northbound Southbound Eastbound Westbound
Total
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U All Vehicles 0 0 0 0 44 0 120 0 144 548 0 0 0 568 84 0 1508 Heavy Trucks 0 0 0 0 0 0 0 8 0 0 16 0 24
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:

Report generated on 6/16/2022 1:33 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212

Hour Lane 1 Flow (Veh/Hour) Lane 2 Flow (Veh/Hour) Flow (Veh/Hour) # Lane Points % Observed 6:00:00 AM 243 235 478 24 100
7:00:00 AM 249 367 616 24 100
8:00:00 AM 263 369 632 24 100
6:00:00 AM 221 227 448 24 100
7:00:00 AM 304 399 703 24 100
8:00:00 AM 265 381 646 24 100
6:00:00 AM 228 239 467 24 100
7:00:00 AM 295 342 637 24 100
8:00:00 AM 282 395 677 24 100
6:00:00 AM 240 235 475 24 100
7:00:00 AM 313 354 667 24 100
8:00:00 AM 306 371 677 24 100
6:00:00 AM 213 224 437 24 100
7:00:00 AM 252 345 597 24 100
8:00:00 AM 250 342 592 24 100
6:00:00 AM 345 326 671 24 100
7:00:00 AM 430 409 839 24 100
8:00:00 AM 401 364 765 24 100
6:00:00 AM 370 318 688 24 100
7:00:00 AM 489 382 871 24 100
8:00:00 AM 380 384 764 24 100
6:00:00 AM 384 329 713 24 100
7:00:00 AM 441 397 838 24 100
8:00:00 AM 412 382 794 24 100
6:00:00 AM 397 350 747 24 100
7:00:00 AM 416 422 838 24 100
8:00:00 AM 437 401 838 24 100
6:00:00 AM 351 320 671 24 100
7:00:00 AM 464 426 890 24 100
8:00:00 AM 430 405 835 24 100
Mainline VDS 3415061 - 99SB JSO Butte House/Mainline VDS 3415064 - 99NB JSO Butte House May 2022 - AM Peak

Hour Lane 1 Flow (Veh/Hour) Lane 2 Flow (Veh/Hour) Flow (Veh/Hour) # Lane Points % Observed 6:00:00 AM 218 219 437 24 0
7:00:00 AM 267 342 609 24 0
8:00:00 AM 242 329 571 24 0
6:00:00 AM 186 227 413 24 100
7:00:00 AM 249 288 537 24 100
8:00:00 AM 254 303 557 24 100
6:00:00 AM 209 235 444 24 100
7:00:00 AM 234 268 502 24 100
8:00:00 AM 213 285 498 24 100
6:00:00 AM 226 243 469 24 100
7:00:00 AM 244 277 521 24 100
8:00:00 AM 219 279 498 24 100
6:00:00 AM 195 218 413 24 100
7:00:00 AM 221 242 463 24 100
8:00:00 AM 191 265 456 24 100
6:00:00 AM 293 283 576 24 0
7:00:00 AM 409 421 830 24 0
8:00:00 AM 342 367 709 24 0
6:00:00 AM 273 309 582 24 100
7:00:00 AM 298 354 652 24 100
8:00:00 AM 335 368 703 24 100
6:00:00 AM 286 289 575 24 100
7:00:00 AM 338 380 718 24 100
8:00:00 AM 324 371 695 24 100
6:00:00 AM 277 293 570 24 100
7:00:00 AM 295 338 633 24 100
8:00:00 AM 330 341 671 24 100
6:00:00 AM 261 282 543 24 100
7:00:00 AM 304 346 650 24 100
8:00:00 AM 293 346 639 24 100
Mainline VDS 3415061 - 99SB JSO Butte House/Mainline VDS 3415064 - 99NB JSO Butte House June 2022 - AM Peak

Hour Lane 1 Flow (Veh/Hour) Lane 2 Flow (Veh/Hour) Flow (Veh/Hour) # Lane Points % Observed 3:00:00 PM 375 492 867 24 100
4:00:00 PM 375 538 913 24 100
5:00:00 PM 433 555 988 24 100
3:00:00 PM 373 489 862 24 100
4:00:00 PM 443 533 976 24 100
5:00:00 PM 408 536 944 24 100
3:00:00 PM 365 490 855 24 100
4:00:00 PM 441 532 973 24 100
5:00:00 PM 417 555 972 24 100
3:00:00 PM 386 521 907 24 100
4:00:00 PM 467 561 1028 24 100
5:00:00 PM 391 562 953 24 100
3:00:00 PM 439 556 995 24 100
4:00:00 PM 435 587 1022 24 100
5:00:00 PM 459 594 1053 24 100
3:00:00 PM 375 492 867 24 100
4:00:00 PM 375 538 913 24 100
5:00:00 PM 433 555 988 24 100
3:00:00 PM 373 489 862 24 100
4:00:00 PM 443 533 976 24 100
5:00:00 PM 408 536 944 24 100
3:00:00 PM 365 490 855 24 100
4:00:00 PM 441 532 973 24 100
5:00:00 PM 417 555 972 24 100
3:00:00 PM 386 521 907 24 100
4:00:00 PM 467 561 1028 24 100
5:00:00 PM 391 562 953 24 100
3:00:00 PM 439 556 995 24 100
4:00:00 PM 435 587 1022 24 100
5:00:00 PM 459 594 1053 24 100
Mainline VDS 3415061 - 99SB JSO Butte House/Mainline VDS 3415064 - 99NB JSO Butte House May 2022 - PM Peak

Hour Lane 1 Flow (Veh/Hour) Lane 2 Flow (Veh/Hour) Flow (Veh/Hour) # Lane Points % Observed 3:00:00 PM 358 516 874 24 100
4:00:00 PM 405 498 903 24 100
5:00:00 PM 390 527 917 24 100
3:00:00 PM 370 497 867 24 100
4:00:00 PM 420 545 965 24 100
5:00:00 PM 398 535 933 24 100
3:00:00 PM 361 497 858 24 100
4:00:00 PM 403 556 959 24 100
5:00:00 PM 404 533 937 24 100
3:00:00 PM 367 505 872 24 100
4:00:00 PM 377 520 897 24 100
5:00:00 PM 387 542 929 24 100
3:00:00 PM 436 510 946 24 100
4:00:00 PM 434 554 988 24 100
5:00:00 PM 400 551 951 24 100
3:00:00 PM 358 516 874 24 100
4:00:00 PM 405 498 903 24 100
5:00:00 PM 390 527 917 24 100
3:00:00 PM 370 497 867 24 100
4:00:00 PM 420 545 965 24 100
5:00:00 PM 398 535 933 24 100
3:00:00 PM 361 497 858 24 100
4:00:00 PM 403 556 959 24 100
5:00:00 PM 404 533 937 24 100
3:00:00 PM 367 505 872 24 100
4:00:00 PM 377 520 897 24 100
5:00:00 PM 387 542 929 24 100
3:00:00 PM 436 510 946 24 100
4:00:00 PM 434 554 988 24 100
5:00:00 PM 400 551 951 24 100
Mainline VDS 3415061 - 99SB JSO Butte House/Mainline VDS 3415064 - 99NB JSO Butte House June 2022 - PM Peak

Thiara Estates Traffic Operations Memorandum

ATTACHMENT D

SYNCHRO OUTPUT REPORTS

1: Butte House Rd & Elmer Ave HCM 6th TWSC
Existing (2022) AM Peak-Hour
Thiara Estates Traffic Operations Memorandum Synchro 11 Report Wood Rodgers, Inc. Thiara_Estates_TOM.syn
Intersection
Int Delay, s/veh 0.6
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 5 532 255 7 24 3
Future Vol, veh/h 5 532 255 7 24 3
Conflicting Peds, #/hr 0 0 0 1 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 80 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 0 3 5 14 8 33
Mvmt Flow 5 585 280 8 26 3
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 289 0 - 0 880 285
Stage 1 - - - - 285 -
Stage 2 - - - - 595 -
Critical Hdwy 4.1 - - - 6.48 6.53
Critical Hdwy Stg 1 - - - - 5.48 -
Critical Hdwy Stg 2 - - - - 5.48 -
Follow-up Hdwy 2.2 - - - 3.572 3.597
Pot Cap-1 Maneuver 1284 - - - 310 686
Stage 1 - - - - 750 -
Stage 2 - - - - 539 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1283 - - - 308 685
Mov Cap-2 Maneuver - - - - 308 -
Stage 1 - - - - 746 -
Stage 2 - - - - 538 -
Approach EB WB SB
HCM Control Delay, s 0.1 0 17.1

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1283 - - - 328
HCM Lane V/C Ratio 0.004 - - - 0.09
HCM Control Delay (s) 7.8 - - - 17.1
HCM Lane LOS A - - - C
HCM 95th %tile Q(veh) 0 - - - 0.3

2: Butte House Rd & Blevin Rd HCM 6th TWSC
Existing (2022) AM Peak-Hour
Thiara Estates Traffic Operations Memorandum Synchro 11 Report Wood Rodgers, Inc. Thiara_Estates_TOM.syn
Intersection
Int Delay, s/veh 3.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 78 496 250 37 45 141
Future Vol, veh/h 78 496 250 37 45 141
Conflicting Peds, #/hr 0 0 0 1 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 210 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 93 93 93 93 93 93
Heavy Vehicles, % 3 4 3 3 3 3
Mvmt Flow 84 533 269 40 48 152
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 310 0 - 0 725 290
Stage 1 - - - - 290 -
Stage 2 - - - - 435 -
Critical Hdwy 4.145 - - - 6.645 6.245
Critical Hdwy Stg 1 - - - - 5.445 -
Critical Hdwy Stg 2 - - - - 5.845 -
Follow-up Hdwy 2.2285 - - - 3.5285 3.3285
Pot Cap-1 Maneuver 1242 - - - 374 746
Stage 1 - - - - 756 -
Stage 2 - - - - 618 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1241 - - - 348 745
Mov Cap-2 Maneuver - - - - 348 -
Stage 1 - - - - 704 -
Stage 2 - - - - 617 -
Approach EB WB SB
HCM Control Delay, s 1.1 0 14.3

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1241 - - - 584
HCM Lane V/C Ratio 0.068 - - - 0.342
HCM Control Delay (s) 8.1 - - - 14.3
HCM Lane LOS A - - - B
HCM 95th %tile Q(veh) 0.2 - - - 1.5

1: Butte House Rd & Elmer Ave HCM 6th TWSC
Existing (2022) PM Peak-Hour
Thiara Estates Traffic Operations Memorandum Synchro 11 Report Wood Rodgers, Inc. Thiara_Estates_TOM.syn
Intersection
Int Delay, s/veh 0.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 9 417 609 37 27 7
Future Vol, veh/h 9 417 609 37 27 7
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 80 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 93 93 93 93 93 93
Heavy Vehicles, % 0 1 1 0 0 0
Mvmt Flow 10 448 655 40 29 8
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 695 0 - 0 1143 675
Stage 1 - - - - 675 -
Stage 2 - - - - 468 -
Critical Hdwy 4.1 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 910 - - - 223 457
Stage 1 - - - - 510 -
Stage 2 - - - - 634 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 910 - - - 221 457
Mov Cap-2 Maneuver - - - - 221 -
Stage 1 - - - - 504 -
Stage 2 - - - - 634 -
Approach EB WB SB
HCM Control Delay, s 0.2 0 22.1

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 910 - - - 247
HCM Lane V/C Ratio 0.011 - - - 0.148
HCM Control Delay (s) 9 - - - 22.1
HCM Lane LOS A - - - C
HCM 95th %tile Q(veh) 0 - - - 0.5

2: Butte House Rd & Blevin Rd HCM 6th TWSC
Existing (2022) PM Peak-Hour
Thiara Estates Traffic Operations Memorandum Synchro 11 Report Wood Rodgers, Inc. Thiara_Estates_TOM.syn
Intersection
Int Delay, s/veh 4.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 162 511 531 74 32 130
Future Vol, veh/h 162 511 531 74 32 130
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 210 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 1 2 2 0 0 1
Mvmt Flow 176 555 577 80 35 141
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 657 0 - 0 1247 617
Stage 1 - - - - 617 -
Stage 2 - - - - 630 -
Critical Hdwy 4.115 - - - 6.6 6.215
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy 2.2095 - - - 3.5 3.3095
Pot Cap-1 Maneuver 934 - - - 180 491
Stage 1 - - - - 542 -
Stage 2 - - - - 498 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 934 - - - 146 491
Mov Cap-2 Maneuver - - - - 146 -
Stage 1 - - - - 440 -
Stage 2 - - - - 498 -
Approach EB WB SB
HCM Control Delay, s 2.3 0 27.1

HCM LOS D
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 934 - - - 335
HCM Lane V/C Ratio 0.189 - - - 0.526
HCM Control Delay (s) 9.7 - - - 27.1
HCM Lane LOS A - - - D
HCM 95th %tile Q(veh) 0.7 - - - 2.9

1: Butte House Rd & Elmer Ave HCM 6th TWSC
Existing (2022) Plus Project AM Peak-Hour
Thiara Estates Traffic Operations Memorandum Synchro 11 Report Wood Rodgers, Inc. Thiara_Estates_TOM.syn
Intersection
Int Delay, s/veh 0.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 6 532 255 9 29 5
Future Vol, veh/h 6 532 255 9 29 5
Conflicting Peds, #/hr 0 0 0 1 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 80 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 0 3 5 14 8 33
Mvmt Flow 7 585 280 10 32 5
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 291 0 - 0 885 286
Stage 1 - - - - 286 -
Stage 2 - - - - 599 -
Critical Hdwy 4.1 - - - 6.48 6.53
Critical Hdwy Stg 1 - - - - 5.48 -
Critical Hdwy Stg 2 - - - - 5.48 -
Follow-up Hdwy 2.2 - - - 3.572 3.597
Pot Cap-1 Maneuver 1282 - - - 308 685
Stage 1 - - - - 749 -
Stage 2 - - - - 537 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1281 - - - 306 684
Mov Cap-2 Maneuver - - - - 306 -
Stage 1 - - - - 745 -
Stage 2 - - - - 536 -
Approach EB WB SB
HCM Control Delay, s 0.1 0 17.2

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1281 - - - 333
HCM Lane V/C Ratio 0.005 - - - 0.112
HCM Control Delay (s) 7.8 - - - 17.2
HCM Lane LOS A - - - C
HCM 95th %tile Q(veh) 0 - - - 0.4

2: Butte House Rd & Blevin Rd HCM 6th TWSC
Existing (2022) Plus Project AM Peak-Hour
Thiara Estates Traffic Operations Memorandum Synchro 11 Report Wood Rodgers, Inc. Thiara_Estates_TOM.syn
Intersection
Int Delay, s/veh 3.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 80 496 250 38 48 146
Future Vol, veh/h 80 496 250 38 48 146
Conflicting Peds, #/hr 0 0 0 1 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 210 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 93 93 93 93 93 93
Heavy Vehicles, % 3 4 3 3 3 3
Mvmt Flow 86 533 269 41 52 157
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 311 0 - 0 730 291
Stage 1 - - - - 291 -
Stage 2 - - - - 439 -
Critical Hdwy 4.145 - - - 6.645 6.245
Critical Hdwy Stg 1 - - - - 5.445 -
Critical Hdwy Stg 2 - - - - 5.845 -
Follow-up Hdwy 2.2285 - - - 3.5285 3.3285
Pot Cap-1 Maneuver 1241 - - - 371 745
Stage 1 - - - - 755 -
Stage 2 - - - - 616 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1240 - - - 345 744
Mov Cap-2 Maneuver - - - - 345 -
Stage 1 - - - - 702 -
Stage 2 - - - - 615 -
Approach EB WB SB
HCM Control Delay, s 1.1 0 14.7

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1240 - - - 578
HCM Lane V/C Ratio 0.069 - - - 0.361
HCM Control Delay (s) 8.1 - - - 14.7
HCM Lane LOS A - - - B
HCM 95th %tile Q(veh) 0.2 - - - 1.6

1: Butte House Rd & Elmer Ave HCM 6th TWSC
Existing (2022) Plus Project PM Peak-Hour
Thiara Estates Traffic Operations Memorandum Synchro 11 Report Wood Rodgers, Inc. Thiara_Estates_TOM.syn
Intersection
Int Delay, s/veh 0.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 11 417 609 42 30 8
Future Vol, veh/h 11 417 609 42 30 8
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 80 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 93 93 93 93 93 93
Heavy Vehicles, % 0 1 1 0 0 0
Mvmt Flow 12 448 655 45 32 9
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 700 0 - 0 1150 678
Stage 1 - - - - 678 -
Stage 2 - - - - 472 -
Critical Hdwy 4.1 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 906 - - - 221 456
Stage 1 - - - - 508 -
Stage 2 - - - - 632 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 906 - - - 218 456
Mov Cap-2 Maneuver - - - - 218 -
Stage 1 - - - - 501 -
Stage 2 - - - - 632 -
Approach EB WB SB
HCM Control Delay, s 0.2 0 22.6

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 906 - - - 245
HCM Lane V/C Ratio 0.013 - - - 0.167
HCM Control Delay (s) 9 - - - 22.6
HCM Lane LOS A - - - C
HCM 95th %tile Q(veh) 0 - - - 0.6

2: Butte House Rd & Blevin Rd HCM 6th TWSC
Existing (2022) Plus Project PM Peak-Hour
Thiara Estates Traffic Operations Memorandum Synchro 11 Report Wood Rodgers, Inc. Thiara_Estates_TOM.syn
Intersection
Int Delay, s/veh 4.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 167 511 531 77 34 133
Future Vol, veh/h 167 511 531 77 34 133
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 210 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 1 2 2 0 0 1
Mvmt Flow 182 555 577 84 37 145
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 661 0 - 0 1261 619
Stage 1 - - - - 619 -
Stage 2 - - - - 642 -
Critical Hdwy 4.115 - - - 6.6 6.215
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy 2.2095 - - - 3.5 3.3095
Pot Cap-1 Maneuver 931 - - - 177 490
Stage 1 - - - - 541 -
Stage 2 - - - - 492 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 931 - - - 142 490
Mov Cap-2 Maneuver - - - - 142 -
Stage 1 - - - - 436 -
Stage 2 - - - - 492 -
Approach EB WB SB
HCM Control Delay, s 2.4 0 28.9

HCM LOS D
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 931 - - - 327
HCM Lane V/C Ratio 0.195 - - - 0.555
HCM Control Delay (s) 9.8 - - - 28.9
HCM Lane LOS A - - - D
HCM 95th %tile Q(veh) 0.7 - - - 3.2

Thiara Estates Traffic Operations Memorandum
1: Butte House Rd & Elmer Ave Cumulative AM Peak-Hour
HCM 6th TWSC Synchro 11 Report
Wood Rodgers, Inc. Page 1
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 311 619 0 26 2
Future Vol, veh/h 0 311 619 0 26 2
Conflicting Peds, #/hr 0 0 0 1 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 80 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 3 5 14 8 33
Mvmt Flow 0 338 673 0 28 2
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 674 0 - 0 843 338
Stage 1 - - - - 674 -
Stage 2 - - - - 169 -
Critical Hdwy 4.1 - - - 6.96 7.56
Critical Hdwy Stg 1 - - - - 5.96 -
Critical Hdwy Stg 2 - - - - 5.96 -
Follow-up Hdwy 2.2 - - - 3.58 3.63
Pot Cap-1 Maneuver 927 - - - 291 575
Stage 1 - - - - 452 -
Stage 2 - - - - 826 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 926 - - - 290 574
Mov Cap-2 Maneuver - - - - 290 -
Stage 1 - - - - 452 -
Stage 2 - - - - 825 -
Approach EB WB SB
HCM Control Delay, s 0 0 18.3

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 926 - - - 301
HCM Lane V/C Ratio - - - - 0.101
HCM Control Delay (s) 0 - - - 18.3
HCM Lane LOS A - - - C
HCM 95th %tile Q(veh) 0 - - - 0.3

Thiara Estates Traffic Operations Memorandum
1: Butte House Rd & Elmer Ave Cumulative PM Peak-Hour
HCM 6th TWSC Synchro 11 Report
Wood Rodgers, Inc. Page 1
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 702 505 0 21 11
Future Vol, veh/h 0 702 505 0 21 11
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 80 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 1 1 0 0 0
Mvmt Flow 0 763 549 0 23 12
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 549 0 - 0 931 275
Stage 1 - - - - 549 -
Stage 2 - - - - 382 -
Critical Hdwy 4.1 - - - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1031 - - - 269 729
Stage 1 - - - - 548 -
Stage 2 - - - - 665 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1031 - - - 269 729
Mov Cap-2 Maneuver - - - - 269 -
Stage 1 - - - - 548 -
Stage 2 - - - - 665 -
Approach EB WB SB
HCM Control Delay, s 0 0 16.6

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1031 - - - 344
HCM Lane V/C Ratio - - - - 0.101
HCM Control Delay (s) 0 - - - 16.6
HCM Lane LOS A - - - C
HCM 95th %tile Q(veh) 0 - - - 0.3

Thiara Estates Traffic Operations Memorandum
1: Butte House Rd & Elmer Ave Cumulative Plus Project AM Peak-Hour HCM 6th TWSC Synchro 11 Report
Wood Rodgers, Inc. Page 1
Intersection
Int Delay, s/veh 0.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 311 619 0 31 4
Future Vol, veh/h 0 311 619 0 31 4
Conflicting Peds, #/hr 0 0 0 1 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 80 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 3 5 14 8 33
Mvmt Flow 0 338 673 0 34 4
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 674 0 - 0 843 338
Stage 1 - - - - 674 -
Stage 2 - - - - 169 -
Critical Hdwy 4.1 - - - 6.96 7.56
Critical Hdwy Stg 1 - - - - 5.96 -
Critical Hdwy Stg 2 - - - - 5.96 -
Follow-up Hdwy 2.2 - - - 3.58 3.63
Pot Cap-1 Maneuver 927 - - - 291 575
Stage 1 - - - - 452 -
Stage 2 - - - - 826 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 926 - - - 290 574
Mov Cap-2 Maneuver - - - - 290 -
Stage 1 - - - - 452 -
Stage 2 - - - - 825 -
Approach EB WB SB
HCM Control Delay, s 0 0 18.4

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 926 - - - 307
HCM Lane V/C Ratio - - - - 0.124
HCM Control Delay (s) 0 - - - 18.4
HCM Lane LOS A - - - C
HCM 95th %tile Q(veh) 0 - - - 0.4

Thiara Estates Traffic Operations Memorandum
1: Butte House Rd & Elmer Ave Cumulative Plus Project PM Peak-Hour HCM 6th TWSC Synchro 11 Report
Wood Rodgers, Inc. Page 1
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 702 505 0 24 12
Future Vol, veh/h 0 702 505 0 24 12
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 80 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 1 1 0 0 0
Mvmt Flow 0 763 549 0 26 13
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 549 0 - 0 931 275
Stage 1 - - - - 549 -
Stage 2 - - - - 382 -
Critical Hdwy 4.1 - - - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1031 - - - 269 729
Stage 1 - - - - 548 -
Stage 2 - - - - 665 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1031 - - - 269 729
Mov Cap-2 Maneuver - - - - 269 -
Stage 1 - - - - 548 -
Stage 2 - - - - 665 -
Approach EB WB SB
HCM Control Delay, s 0 0 16.9

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1031 - - - 341
HCM Lane V/C Ratio - - - - 0.115
HCM Control Delay (s) 0 - - - 16.9
HCM Lane LOS A - - - C
HCM 95th %tile Q(veh) 0 - - - 0.4

Thiara Estates Traffic Operations Memorandum

ATTACHMENT E

SIGNAL WARRANT WORKSHEETS

CA SIGNAL WARRANT 3 ANALYSIS SCENARIOS: "AM/PM PEAK HOUR" CONDITIONS Date: July 21, 2022 Intersection No.: 1

MAJOR MINOR
EXST_AM 799 27 Intersection: Butte House Road & Elmer Avenue EXST_PM 1072 34
E+P_AM 802 34 Number of lanes on MAJOR street: 1
E+P_PM 1079 38
BLANK3 0 0 Number of lanes on MINOR street: 1
BLANK4 0 0
BLANK5 0 0
BLANK6 0 0

SCENARIO

APPROACH(ES) WARRANT
MET?
Note: Major approach is the total of both approaches. Minor approach is the highest of both approaches.
0 100
200
300
400
500
600
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800

MINOR STREET--HIGHER VOLUME

APPROACH VPH

MAJOR STREET--TOTAL OF BOTH APPROACHES VPH
FIGURE 4C-3 WARRANT 3 PEAK HOUR VOLUME
(CALIFORNIA MUTCD, LAST UPDATED MARCH 27, 2020)
EXST_AM
EXST_PM
E+P_AM
E+P_PM
BLANK3
BLANK4
BLANK5
BLANK6
1 LANE & 1 LANE
2 OR MORE LANES & 1 LANE
2 OR MORE LANES & 2 OR MORE LANES
*Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.
*150
*100
Thiara Estates Traffic Operations Memorandum
Yuba City, CA
Wood Rodgers, Inc.
\\woodrodgers.loc\ProductionData\Jobs\Jobs\8873001_Thiara_Estates\Traffic\Analysis\Signal Warrants\CA_MUTCDSigWarrantNo3AM_WAR.xls

CA SIGNAL WARRANT 3 ANALYSIS SCENARIOS: "AM/PM PEAK HOUR" CONDITIONS Date: July 21, 2022 Intersection No.: 2

MAJOR MINOR
EXST_AM 861 186 Intersection: Butte House Road & Blevin Road EXST_PM 1278 162
E+P_AM 864 194 Number of lanes on MAJOR street: 1
E+P_PM 1286 167
BLANK3 0 0 Number of lanes on MINOR street: 1
BLANK4 0 0
BLANK5 0 0
BLANK6 0 0

SCENARIO

APPROACH(ES) WARRANT
MET?
Note: Major approach is the total of both approaches. Minor approach is the highest of both approaches.
0 100
200
300
400
500
600
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800

MINOR STREET--HIGHER VOLUME

APPROACH VPH

MAJOR STREET--TOTAL OF BOTH APPROACHES VPH
FIGURE 4C-3 WARRANT 3 PEAK HOUR VOLUME
(CALIFORNIA MUTCD, LAST UPDATED MARCH 27, 2020)
EXST_AM
EXST_PM
E+P_AM
E+P_PM
BLANK3
BLANK4
BLANK5
BLANK6
1 LANE & 1 LANE
2 OR MORE LANES & 1 LANE
2 OR MORE LANES & 2 OR MORE LANES
*Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.
*150
*100
Thiara Estates Traffic Operations Memorandum
Yuba City, CA
Wood Rodgers, Inc.
\\woodrodgers.loc\ProductionData\Jobs\Jobs\8873001_Thiara_Estates\Traffic\Analysis\Signal Warrants\CA_MUTCDSigWarrantNo3AM_WAR.xls

90 Appendix B

MITIGATION MEASURES AND

MONITORING PLAN
Thiara Estates Subdivision:

Initial Study and Mitigated Negative Declaration for
Tentative Subdivision Map (TSM) 22-08 and Rezone (RZ) 22-07

1 City of Yuba City

MITIGATION MEASURES AND MONITORING PLAN
Thiara Estates Subdivision:

Initial Study and Mitigated Negative Declaration EA 22-13 For Tentative Subdivision Map 22-08
Impact Mitigation Measure Responsible Party Monitoring
Party Timing

3.7 Geology and
Soils
Paleontological Mitigation Measure 1: This Mitigation Measure shall be placed as a note on the Demolition and Grading Plans. If paleontological resources are found, the construction manager shall halt all activity and immediately contact the Development Services Department at 530-822-4700.

Mitigation shall be conducted as follows:

1. Identify and evaluate paleontological resources by intense field survey where impacts are considered high;

2. Assess effects on identified sites;

3. Consult with the institutional/academic paleontologists conducting research investigations within the geological formations that are slated to be impacted;

4. Obtain comments from the researchers;

5. Comply with researchers’ recommendations to address any significant adverse effects were determined by the City to be feasible.

In considering any suggested mitigation proposed by the consulting paleontologist, the City’s Community Development Department Staff shall determine whether avoidance is necessary and feasible in light of factors such as the nature of the find, project design, costs, Specific or General Plan policies and land use assumptions, and other considerations. If avoidance is unnecessary or infeasible, other appropriate measures (e.g., data recovery) shall be instituted. Work Developer Developer,
Public Works
Dept.,
Development
Services Dept.

During
grading
phase

2 may proceed on other parts of the project site while mitigation for paleontological resources is carried out.

3.8. Greenhouse
Gases
Greenhouse Gas Mitigation 1: The site grading and construction of the self-storage facility shall comply with the GHG Reduction Measures provided in the adopted Yuba City Resource Efficiency Plan.

Developer Development
Services Dept.

Prior to
issuance of
building
permits.

3.18. Tribal
Cultural
Resources
TCR 1 If potential tribal cultural resources (TCRs) are discovered during ground disturbing construction activities, all work shall cease within 100 feet of the find (or an appropriate distance based on the apparent distribution of the TCR). A qualified cultural resources specialist meeting the Secretary of Interior’s Professional Qualifications Standards for Archaeology, as well as Native American Representatives from traditionally and culturally affiliated Native American Tribes that have engaged in consultation for the project will be invited to assess the significance of the find and make recommendations for further evaluation and treatment as necessary. Culturally appropriate treatment may include, but is not limited to, processing materials for reburial, minimizing handling of cultural objects, leaving objects in place within the landscape, or returning objects to a location within the project area where they will not be subject to future impacts. The United Auburn Indian Community of the Auburn Rancheria (Tribe) does not consider curation of TCR’s to be appropriate or respectful and request that materials not be permanently curated, unless requested by the Tribe.

The types of treatment preferred by UAIC that protects, preserves, or restores the integrity of a TCR may include Tribal Monitoring, or recovery of cultural objects, and reburial of cultural objects or cultural soil that is done in a culturally appropriate manner.

Recommendations of the treatment of a TCR will be documented in the project record. For any recommendations made by traditionally Developer Developer,
Public Works
Dept.,
Development
Services Dept.

During
construction
phase

3 and culturally affiliated Native American Tribes that are not implemented, a justification for why the recommendation was not followed will be provided in the project record.

If articulated or disarticulated human remains are discovered during ground disturbing construction activities or ground disturbing activities, all work shall cease within 100 feet of the find, and the provisions provided in the Health and Safety Code Section 7054 shall apply. If the remains are determined by the County Coroner to be human and that of a Native American, then Public Resources Code 5097.98, 5097.99. 5097.991, and compliance with the provisions of CEQA Guidelines Section 15064.5(e)(1) and (2) shall be
implemented.

Agenda Item 14

CITY OF YUBA CITY

STAFF REPORT
Date: April 18, 2023
To: Honorable Mayor & Members of the City Council;
From: Public Works Department
Presentation By: Phil Marler, Deputy Director Public Works - Utilities Summary
Subject: Water Supply Outlook
Recommendation: Adopt a Resolution declaring that water supply conditions are such that they dictate and justify the reduction of mandatory conservation measures from Stage 3 “Severe Shortage” to Stage 1 “Water Alert” of the Water Shortage Contingency Plan
Fiscal Impact: Adequate water supply and reduced restricted usage may result in increased revenue
Purpose:

To provide the City’s current water supply outlook and reduce mandatory water conservation requirements for City water customers.

Council’s Strategic Goal:

This item addresses Council’s Strategic Goal of Public Safety and Fiscal Responsibility by ensuring adequate water supply and appropriate water use restrictions for City’s customers.

Background:

The City of Yuba City primarily obtains water for its water system through four different permits/contracts from the Feather River; the City also has access to groundwater for use in drought or emergency conditions via Groundwater Well #1, located at the Water Treatment Plant (WTP).

While drought conditions in 2022 caused the City’s water supplies to be significantly curtailed and reduced, recent rainfall and snow levels have replenished our water supply and reduced state requirements for conservation. The allocations for 2022 and 2023 are shown below in Table A for comparison.

Table A: Yuba City Water Sources (Acre-Feet)
Water Source Contract
Maximum
2022
Utilization
2023
Projected
Utilization
Availability
Calculation
Time of Use
SWRCB License
13855
6,500 3,357 1,907 State
Curtailment
September -
June
SWRCB Permit
18558
9,000 5,894 8,804 State
Curtailment
October -
June
North Yuba Water
District
4,500 3,000 2,267 Total
Contract
Summer
DWR State Water
Project
9,600 1,205 1,246 Weather
Dependent
Year-round
DWR State Water
Project - Carryover
0* 0** Saved
Excess
Year-round
Groundwater Well
#1
612 0 Estimated
Production
As Needed
Surface Water
Total:
13,456 14,224
Groundwater
Total:
612 0
Total Supply: 14,068 14,224
*The City sold 3,999 AF of carryover water to San Gorgonio Pass Water Agency in March 2023 in order to capitalize on water supplies in the San Luis Reservoir that would have been lost due to reservoir capacity limits.
**Staff anticipates banking approximately 4,000 AF of the State Water Project allocation as water supplies are more than sufficient to meet the 2023 need.

On March 28, 2022, Governor Newsom issued Executive Order N-7-22, which required all urban water suppliers to implement minimum Stage 2 “Water Warning” of their Water Shortage Contingency Plans with a target of 20% conservation due to the limited water supply under drought conditions. As the City already voluntarily implemented Stage 2 in July 2021, which had not met the State’s targeted water conservation, the City Council approved the move to Stage 3 “Severe Shortage” on April 19, 2022 in order to implement mandatory water restrictions, including restricting outdoor irrigation to two days per week, to better meet the requirements of the Executive Order.

Analysis:

Due to the above-average precipitation in the first quarter of 2023, the Department of Water Resources increased the City’s State Water Project allotment from 15% for 2022 to 85% for 2023. On March 24, 2023, Governor Newsom issued Executive Order N-5-23, which eliminated many of the drought response requirements, including allowing local agencies the flexibility to determine the appropriate water conservation measures and Water Shortage Contingency Plan stages based on their water allocations and consumer needs.

In light of these factors, the outlook for 2023 is positive and there is sufficient water supply to meet or exceed the needs of our customers. Staff recommends that Council reduce the City’s stage of the Water Shortage Contingency Plan from Stage 3 “Severe Shortage” to Stage 1 “Water Alert.” This stage

eliminates mandatory restrictions and conservation percentage targets, but still allows for enforcement of violations for unnecessary water waste, such as irrigation within 48 hours of rainfall and using hoses to wash cars without shutoff nozzles.

The prohibitions against irrigating non-functional turf at commercial, industrial, and institutional properties will remain in effect, as this is a state regulation.

Moving forward, staff is working to further analyze and maximize the City’s permit rights and other water supply sources, including North Yuba Water District, to prepare for future updates to state allocation standards.

Fiscal Impact:

Increased water availability and reduced water restrictions will likely result in higher sales and revenue for Fiscal Year 23/24 compared to Fiscal Year 22/23.

Alternatives:

Do not leave Stage 3 and continue enforcing mandatory water restrictions, including restricted outdoor irrigation. While this will conserve water for future use, it will result in lower revenues due to decreased water sales and costs for staff time to enforce violations and conduct outreach.

Recommendation:

Adopt a Resolution declaring that water supply conditions are such that they dictate and justify the reduction of mandatory conservation measures from Stage 3 “Severe Shortage” to Stage 1 “Water Alert” of the Water Shortage Contingency Plan.

Attachments:

1. Resolution - Water Outlook 2023

2. Water Shortage Contingency Plan Stages - Water Outlook 2023 Prepared By: Submitted By:

Scarlett O. Harris
Administrative Analyst II
Diana Langley
City Manager

ATTACHMENT 1

RESOLUTION NO. 23-__

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF YUBA CITY

DECLARING THAT WATER SUPPLY CONDITIONS ARE SUCH THAT THEY DICTATE AND JUSTIFY THE REDUCTION FROM STAGE 3 TO STAGE 1 OF THE

WATER SHORTAGE CONTINGENCY PLAN
WHEREAS, on April 19, 2022, the City implemented Stage 3 “Severe Shortage” of the City’s Water Shortage Contingency Plan with a 20% conservation target in response to Governor Newsom’s Executive Order N-7-22 ordering the State Water Resource Control Board to require urban water suppliers to implement, at minimum, Stage 2 of said suppliers’ Water Shortage Contingency Plans to achieve a goal of 20% water conservation in response to ongoing drought conditions; and WHEREAS, on March 24, 2023, due to above-average precipitation during the first quarter of 2023, Governor Newsom issued Executive Order N-5-23 to eliminate or reduce mandatory drought response requirements for local agencies and allow them flexibility to adjust water conservation stages according to their needs; and WHEREAS, on March 24, 2023, the Department of Water Resources increased the City’s water allocation from the Feather River through the State Water Project from 15% to 85% of the annual 9,600 acre-feet, greatly increasing the City’s available water supply for 2023; and
WHEREAS, despite current water surplus conditions, the precipitation levels and water supply in California are tenuous and require Yuba City residents and businesses to make water conservation efforts a way of life by reducing unnecessary water waste; and
WHEREAS, Section 6-6.19 of the Municipal Code dictates that upon declaration of the City Council that water supply conditions are such that they dictate and justify the implementation of emergency water restrictions, the regulations in the Water Shortage Contingency Plan within the City’s adopted Urban Water Management Plan will apply.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Yuba City hereby declares that water supply conditions are such that they dictate and justify the reduction of emergency water conservation measures from Stage 3 “Severe Shortage” to Stage 1 “Water Alert” of the City’s Water Shortage Contingency Plan. The City Council orders reduction of emergency water conservation measures to Stage 1 “Water Alert” of the City’s Water Shortage Contingency Plan, effective immediately.

The foregoing resolution was duly and regularly introduced, passed, and adopted by the City Council of the City of Yuba City at a regular meeting thereof held on the 18th day of April, 2023.

AYES:

NOES:

ABSENT:

Wade Kirchner, Mayor
ATTEST:

Ciara Wakefield, Deputy City Clerk

APPROVED AS TO FORM

COUNSEL FOR YUBA CITY
______________________________
Shannon L. Chaffin, City Attorney
Aleshire & Wynder, LLP

ATTACHMENT 2

Water Shortage Contingency Plan
2020 WSCP 7
Table 6-1: WSCP Actions to Reduce Customer Use - Stage 1 Water Alert: Shortage up to 10%

1. Waste and Unreasonable Use of Water Prohibited and Voluntary conservation encouraged (up to 10%)

2. Situation and possible subsequent water shortage stages explained to the public and governmental bodies (up to 10%)

3. Focus on customers with high per capita water usage to achieve proportionally greater reduction than those with low use

4. Actions include, but not limited to:
• Public information campaign consisting of distribution of literature, speaking engagements, website updates, bill inserts, and conversation messages printed in local newspapers • Educational programs in area schools
• Conservation Hotline (combined up to 10%)

5. Consumption Reduction Methods, including:
• Demand reduction program
• Plumbing and irrigation fixture replacement
• Water conservation kits
• Education programs
• Voluntary rationing (combined up to 10%)

6. Conservation Rules and Restrictions and Prohibitions on End Uses, to include:
• Allowing water to run off unused into a gutter, ditch, or drain; • Failing to repair a controllable leak;
• Washing sidewalks, driveways, parking areas, tennis courts, patios, or other paved areas; • Utilizing a hand-held hose without an automatic shut-off nozzle; and • Irrigating during a precipitation event
• For new development additional prohibitions include single pass-through cooling water systems; commercial car washes and laundries without recirculating water systems; and decorative fountains without recirculating water systems.

Table 6-2: WSCP Actions to Reduce Customer Use - Stage 2 Moderate Shortage (up to 20%)
• All measures implemented in Stage 1
• Request voluntary conservation water usage reductions (up to 20%) • Enforce Conservation Rules and Restrictions and Prohibitions on End Uses listed in Table 6-1 (10-20%) • Usage in excess of customer baseline may be subject to drought penalty • All Consumption Reduction Methods from Stage I and intensified as needed; additionally:
• Use prohibitions
• Encourage customers to voluntarily water one day less per week and to water during the coolest part of the day
• Vehicle washing must be done using a bucket or hand-held hose with an automatic shut-off nozzle, or take place at a commercial car wash.
• Limit hours or close spray pads and water slide at City parks.

Water Shortage Contingency Plan
2020 WSCP 8
Table 6-3: WSCP Actions to Reduce Customer Use - Stage 3 Severe Shortage (up to 30%)

1. All measures implemented in Stages 1 and 2

2. Enforce outdoor irrigation restrictions including limiting number of watering days per week, and time when irrigation can occur (e.g., between 6:00 pm and 9:00 am)

3. Some or all of the following:
• Adherence to customer baselines and actual water use reductions water allocations and mandatory conservation rules
• Water usage goals established by an authorized government agency or official • Customer water usage in excess of baseline to be monitored and recorded • Intensify enforcement of water use prohibitions; including restrictions of days and daytime hours for watering, excessive watering resulting in gutter flooding, using a hose without a positive shutoff device, use of decorative fountains with non-recirculating pumps, washing down sidewalks or patios, not repairing leaks in a timely manner, etc. (up to 30%)

4. Monitor water production weekly for compliance with necessary reductions;

5. All activities are intensified and production is monitored daily for compliance with necessary reductions. (up to 30%)

6. All Consumption Reduction Methods from Stage 2 and intensified as needed; additionally:
• Reduce pressure in water lines; Flow restriction
• Mandatory rationing
• Close spray pads and water slide at City parks
• Incentives to reduce water consumption; Excess use penalty • Percentage reduction by customer type (combined up to 30%)

7. Penalties and Charges for Excessive Use, including penalties for not reducing consumption, charges for excess use
Table 6-4: WSCP Actions to Reduce Customer Use - Stage 4 Critical Shortage (up to 40%)

1. All measures implemented in Stages 1-3

2. All activities are intensified and production is monitored daily for compliance with necessary reductions. (up to 40%)

3. All Consumption Reduction Methods from Stage 3 and intensified as needed; additionally:
• Restrict building permits; Restrict for only priority uses

4. Penalties and Charges for Excessive Use, including penalties for not reducing consumption, charges for excess use (up to 40%)
• Continue monitoring and addressing water use above baseline with penalties

5. Catastrophic Event (Supply reduction up to 40%): Implement Applicable Actions for Catastrophic Events

Water Shortage Contingency Plan
2020 WSCP 9
Table 6-5: WSCP Actions to Reduce Customer Use - Stage 5 Shortage Crisis (up to 50%)

1. All measures implemented in Stages 1-4

2. Source of supply for the System is severely curtailed to the level that requires each customer to restrict their water use for only human health and safety purposes (up to 50%)

3. All activities are intensified and production is monitored daily for compliance with necessary reductions (up to 50%)

4. All Consumption Reduction Methods from previous stages and intensified as needed

5. Possible reductions in customer baselines and actual water use reductions (up to 50%)

6. Usage in excess of customer baseline to be charged at regular rate plus an additional drought emergency surcharge amount (up to 50%)
Update current water shortage condition response measures based on Council approvals and direction, state policy directives, emergency conditions, or to improve customer response

7. Catastrophic Event (Supply reduction up to 50%): Implement Applicable Actions for Catastrophic Events (such as boil water order)
- Continue water monitoring for reduction from baseline with potential penalties Table 6-6: WSCP Actions to Reduce Customer Use - Stage 6 Emergency Shortage (greater than 50%)

1. All measures implemented in Stages 1-5

2. Source of supply for the System is severely curtailed to the level that requires each customer to restrict their water use for only human health and safety purposes (>50%)

3. All activities are intensified and production is monitored continually for compliance with necessary reductions (up to >50%)

4. All Consumption Reduction Methods from previous stages and intensified as needed

5. Possible reductions in customer baselines and actual water use reductions (up to >50%)

6. Usage in excess of customer baseline to be charged at regular rate plus an additional drought emergency surcharge amount

7. Update current water shortage condition response measures based on Council approvals and direction, state policy directives, emergency conditions, or to improve customer response

8. Catastrophic Event (Supply reduction greater than 50%): Implement Applicable Actions for Catastrophic Events. Continue water monitoring for reduction from baseline with potential penalties

Agenda Item 15

CITY OF YUBA CITY

STAFF REPORT
Date: April 18, 2023
To: Honorable Mayor & Members of the City Council;
From: Public Works Department
Presentation By: William Jow, Assistant Engineer
Summary
Subject: Second Groundwater Well - Award for Construction of Phase 2 and Amend Professional Services Agreement
Recommendation: Adopt a Resolution which takes the following actions:

A. Award a construction contract to Auburn Constructors LLC of Sacramento, CA in the amount of their total bid of $1,994,300 and authorize the City Manager to execute the contract on behalf of the City, subject to review and approval as to legal form by the City Attorney B. Authorize Amendment No. 1 to the Professional Services Agreement with West Yost and Associates, Inc. of David, CA for Engineering Services During Construction in the amount of $270,800, subject to material terms, with the finding that it is in the best interest of the City Fiscal Impact: $2,793,575.00 - CIP Account No. 1191-65501 (Second Groundwater Well) broken down as follows:
$1,994,300 - Construction Contract Award
$299,145 - Construction Contingency (15%)
$199,430 - Construction Management (estimated at 10%)
$29,900 - City Administration (1.5%)
$270,800 - Additional Professional Services (Amendment No. 1) Purpose:

To provide additional water resources by securing access to groundwater at the Water Treatment Plant.

Council’s Strategic Goals:

The project addresses the City Council’s Strategic Goal of Improving the City’s Infrastructure.

Background:

The United States Bureau of Reclamation (USBR) has awarded the City of Yuba City a $750,000 grant for the construction of a new potable groundwater well. A California Environmental Quality Act (CEQA) document and a USBR-approved National Environmental Protection Act (NEPA) document have both

been completed.

On September 7, 2021 Council approved of awarding a professional services agreement to West Yost and Associates, Inc. (West Yost) for the design of the Second Groundwater Well. The design and construction of the new well was broken down into two phases. West Yost finished plans and specifications for the below-ground facilities summer 2022 and also provided hydrogeologic and engineering services during the construction of the below-ground facilities. Most recently, West Yost completed final plans and specifications for the above-ground facilities that were adopted by Council on March 7, 2023.

The construction of the below-ground facilities is substantially complete with minor restoration of the construction site still remaining to be completed. The new well was developed where it achieved a maximum flow rate of approximately 2,500 gallons per minute.

The second phase is to construct the above-ground facilities for the well including a three-sided structure, electrical cabinets, and equip the well with pump related equipment and plumbing. West Yost completed plans and specifications for the above-ground facilities in early 2023. Staff received Council authorization to solicit bids on February 21, 2023.

Analysis:

The Well Equipping phase of the Second Groundwater Well Project was advertised for bids beginning March 8, 2023. Plans and Specifications were posted on Public Purchase. On April 5, 2023 four (4) bids were received and opened by the Deputy City Clerk. A list of the bids received and the Engineer’s Estimate are shown below:

Company Total Bid
Engineer’s Estimate $2,730,500.00
Auburn Constructors LLC $1,994,300.00
Koch & Koch, Inc. $2,522,750.00
Syblon Reid $2,159,500.00
TNT Industrial Contractors, Inc. $2,334,465.00
Auburn Constructors LLC of Sacramento, CA is the low, responsible, and responsive bidder.

With Council award of the construction contract, staff anticipates authorizing the contractor to proceed in June 2023. The first order of work will be approval of submittals and release of manufacturing for long lead time equipment, which should occur by October 2023. Due to long manufacturing lead times, final completion is not expected until February 2025. Staff will be looking for opportunities to expedite the project. If an emergency drought situation arises in Summer 2024, staff can rent temporary pumps, a generator, and discharge piping to use the well if needed.

West Yost has requested an amendment to their professional services agreement with the City. Due to complications during the drilling phase of the project, a second hole needed to be drilled. As a result, additional hydrogeologic services were provided.

Also, the complexity of the existing electrical system at the Water Treatment Plant required a more indepth design of the electrical power supply system for the well. Additional design considerations were developed after finding there was not an existing transformer that has the capacity to power the new well and the other operations at the Water Treatment Plant. This will lead to additional services during construction of the second phase.

West Yost has determined that the additional costs to perform this extra work described above is

$270,800. An amendment to the professional services agreement is attached as Attachment 1, Exhibit B.

City purchasing policies require that extra work of this magnitude be approved by Council. Obtaining this approval prior to performing the extra work would have required construction of the new well to be halted, which would have exposed the City to delay claims from the construction contractor and delayed bringing the well online during a time of drought. Staff has informed West Yost of the City purchasing policies and in the future all efforts will be made to obtain Council approval of extra work prior to the work being performed.

Fiscal Impact:

Contract administration will be performed by Public Works Department staff. Staff will be developing a Request for Proposals for the Construction Management and Inspection services for the project that will be presented to Council at a future meeting. Assuming these services will be approximately 10% of the construction cost, the total estimated cost of the Phase 2 construction activities plus the West Yost amendment total $2,793,575. The project will be funded through CIP Account No. 1191-65501(Second Groundwater Well). Currently, there is approximately $3.28 million of available funds in this account.

The total estimated cost to complete all phases of the Second Groundwater Well is approximately $4.4 million, as shown below. The original budgeted amount for the project in FY 2019-20 was over $4.8 million.

West Yost Contract: $572,498.00

Phase 1 – Below Ground
Construction Contract: $929,159.00
Construction Contingency: $92,916.00
Construction Management: $25,000.00
Subtotal Previously Appropriated: $1,619,573.00

Phase 2 – Above Ground
Construction Contract: $1,994,300.00
Construction Contingency (15%): $299,145.00
Construction Management (estimated 10%): $199,430.00
City Administration (1.5%): $29,900.00
Amendment No. 1 – West Yost Agreement: $270,800.00
Subtotal New Request: $2,793,575.00
Total Project Cost: $4,413,148.00
Environmental:

Council adopted an Initial Study/Mitigated Negative Declaration (IS/MND) at the award of the belowground construction contract on July 5, 2022.

Alternatives:

1. Do not award the construction contract, reject all bids, and do not approve of Amendment No. 1 to the West Yost agreement which would delay the City from having additional water resources.

2. Award construction contract, but do not approve of Amendment No. 1 to the West Yost agreement and provide direction to staff to address the additional costs that West Yost has

accrued.

3. Do not award the construction contract, but approve Amendment No. 1 to the West Yost agreement which would delay the City from having additional water resources, but would address the additional costs that West Yost has accrued.

Recommendation: Adopt a Resolution which takes the following actions:

A. Award a construction contract to Auburn Constructors LLC of Sacramento, CA in the amount of their total bid of $1,994,300 and authorize the City Manager to execute the contract on behalf of the City, subject to review and approval as to legal form by the City Attorney B. Authorize Amendment No. 1 to the Professional Services Agreement with West Yost and Associates, Inc. of David, CA for Engineering Services During Construction in the amount of $270,800, subject to material terms, with the finding that it is in the best interest of the City Attachments:

1. 18-18 Attachment 1 - Resolution Award FINAL
Prepared By: Submitted By:

William Jow
Assistant Engineer
Diana Langley
City Manager

ATTACHMENT 1

RESOLUTION NO. ________

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF YUBA CITY AWARDING A

CONSTRUCTION CONTRACT TO AUBURN CONSTRUCTORS LLC FOR THE

CONSTRUCTION OF THE ABOVE-GROUND FACILITIES AND WELL EQUIPPING

FOR THE SECOND GROUNDWATER WELL, AUTHORIZING THE CITY MANAGER

TO EXECUTE THE CONTRACT SUBJECT TO REVIEW AND APPROVAL AS TO LEGAL FORM BY THE CITY ATTORNEY, AND AUTHORIZING AMENDMENT NO. 1

TO THE PROFESSIONAL SERVICES AGREEMENT WITH WEST YOST AND ASSOCIATES, INC. FOR THE SECOND GROUNDWATER WELL PROJECT WHEREAS, the City of Yuba City (City) advertised for bids for the second phase of the City’s Second Groundwater Well Project (Project); and WHEREAS, in response to the advertisement, the City received four (4) bids for the following bid amounts:

Auburn Constructors LLC $1,994,300.00
Koch & Koch, Inc. $2,522,750.00
Syblon Reid $2,159,500.00
TNT Industrial Contractors, Inc. $2,334,465.00; and
WHEREAS, the City Public Works Department has reviewed the four (4) bids, and having examined Auburn Constructors LLC and its bid response, found it to be both the lowest qualified responsive and responsible bidder, and has recommended it for award of this project; and
WHEREAS, the City desires to award the bid to Auburn Constructors LLC to construct the Project; and
WHEREAS, the City Council awarded a Professional Services Agreement to West Yost and Associates, Inc. (West Yost) to provide design of the below- and above-ground facilities, and hydrogeologic and engineering services during construction, for the Second Groundwater Well Project; and
WHEREAS, West Yost incurred additional costs due to unforeseen complications during Phase 1 of the Project where additional hydrogeologic and design services were required; and
WHEREAS, the City Council desires to amend the Professional Services Agreement with West Yost for the additional hydrogeologic and design services associated with the Project; and
WHEREAS, it has been determined by the City Council that the additional services provided by West Yost was in the public interest.

NOW, THEREFORE, be it resolved by the City Council of the City of Yuba City as follows:

1. The City Council finds that all of the facts set forth in the recitals above are true and correct and incorporated herein.

2. The City Council previously prepared and certified an MND for the project. The MND identified the construction of a groundwater well on the project site. The award of a construction contract to effectuate the same does not change the environmental assessment of the MND. Further, the City Council further finds that no subsequent review is required under CEQA Guidelines section 15162 as since the time of adoption of the MND no substantial changes have been proposed in the project which will require major revisions of the previously adopted MND due to the involvement of new significant environmental effects or a substantial increase in the severity of the previously identified significant effects. Likewise, no substantial changes have occurred since that time with respect to the circumstances under which the project is undertaken which will require major revisions of the MND due to the involvement of new significant environmental effects or substantial increase in the severity of the previously identified significant effects. There is also no new information, which was not known and could not have been known at the time of the adoption of the MND that the project will have significant effect not discussed in the MND. As such, the City Council finds the construction of phase 2 of the groundwater well has already been fully assessed in accordance with CEQA, no subsequent review is required under CEQA Guidelines section 15162, and no further action or review is required under CEQA.

3. The City Council of the City of Yuba City does hereby accept the four (4) bids received as noted above.

4. On the basis of findings in Section 2, the City Council further finds Auburn Constructors LLC is the lowest responsive and responsible bidder, and awards the Construction Contract Agreement to Auburn Constructors LLC of Sacramento, CA for the construction of the above-ground facilities for the Second Groundwater Well Project in the amount of $1,994,300.00, subject to material terms.

4. The City Council of the City of Yuba City authorizes the City Manager to execute the contract on behalf of the City, subject to review and approval as to legal form by the City Attorney.

5. The City Council of the City of Yuba City authorizes the City Manager to execute Amendment No. 1 on behalf of the City.

6. This Resolution shall become effective immediately.

The foregoing Resolution was duly and regularly introduced, passed, and adopted by the City Council of the City of Yuba City at a regular meeting thereof held on the 18th day of April 2023.

AYES:

NOES:

ABSENT:

ATTEST:

Wade Kirchner, Mayor
Ciara Wakefield, Deputy City Clerk

APPROVED AS TO FORM

COUNSEL FOR YUBA CITY
Shannon L. Chaffin, City Attorney
Aleshire & Wynder, LLP
Attachment(s):

Exhibit A – (Draft) Agreement for the Construction of Municipal Well No. 2 Well Equipping – Contract 18-18
Exhibit B – Amendment No. 1 – West Yost and Associates, Inc. Professional Services Agreement

EXHIBIT A

West Yost – February 2023 00510 - 1 City of Yuba City
285-80-21-17 Agreement Municipal Well No. 2
Well Equipping
SECTION 00510

AGREEMENT

AGREEMENT FOR THE CONSTRUCTION OF
MUNICIPAL WELL NO. 2

WELL EQUIPPING
CONTRACT NO. 18-18
(Document will be re-typed after Contract Award)
THIS AGREEMENT made and entered into this ___ day of ________, 2023, between the City of Yuba City, a public entity in Sutter County, organized and existing under the laws of the State of California, hereinafter referred to as the “City” or “Owner” and, Auburn Constructors LLC, hereinafter referred to as the “Contractor”;

RECITALS
WHEREAS, the City Council heretofore caused Drawings and Specifications for the Work hereinafter mentioned to be prepared, and therefore did approve and adopt the Drawings and Specifications; and
WHEREAS, the City Council did cause to be published for the time and in the manner required by law, a Notice inviting sealed Bids for the performance of the Work; and WHEREAS, the Contractor, in response to such Notice, submitted to the City within the time specified in the Notice, and in the manner provided for therein, a sealed Bid for the performance of the Work specified in the Contract Documents, which the Bid, and the other Bids submitted in response to the Notice, the City publicly opened and canvassed in the manner provided by law; and WHEREAS, the Contractor was the lowest responsible Bidder for the performance of the Work, and the City Council, as a result of the canvass of the Bids, did determine and declare Contractor to be the lowest responsible Bidder for the Work and award a Contract to Contractor to do the Work referred to in the aforementioned plans and specifications; and
WHEREAS, Contractor is ready, willing and able to complete all Work specified in the Contract Documents, in accordance with the Specifications, Drawings and all other terms and conditions of the Contract Documents; and
NOW, THEREFORE, in consideration of the mutual covenants hereinafter, the City and Contractor agree as follows:

ARTICLE 1 - SCOPE OF WORK

1.1 The Work. The Contractor shall furnish all labor, materials, tools, apparatus, equipment, transportation, insurance, bonds, special services and skill to construct and complete in good workmanlike and substantial manner to the satisfaction of the City all the Work called for, and in the manner designated in, and in strict conformity with the Contract Documents for the project entitled: Municipal Well No. 2 Well Equipping. All incidental work not shown on the Plans or specified herein which is necessary to complete the Work so as to provide the project described, or shown, shall be furnished and installed as part of this Contract at no additional cost to the City.

1.2 Location of Work. The Work will be performed at the following location: Yuba City Water Treatment Plant, 701 Northgate Drive in the City of Yuba City, CA as shown on the Contract Drawings.

West Yost – February 2023 00510 - 2 City of Yuba City
285-80-21-17 Agreement Municipal Well No. 2
Well Equipping
ARTICLE 2 - CONTRACT DOCUMENTS

2.1 Contract Documents.

The Contract Documents consist of the following documents:
• Introductory Information (Sections 00005 through 00010) • Bidding Requirements (Sections 00100 through 00480. Does not include Section 00300, Supplemental Project Information Available to Bidders); • Contracting Requirements (Sections 00510 through 00800); • General Requirements (Division 1);
• Technical Specifications including all Tables, Exhibits and Attachments; • City Standard Specifications
• Contract Drawings;
• Addenda (numbers ___ to____, inclusive);
• Permits from other agencies as may be required by law; and • All other documents incorporated by reference into these Contract Documents. • The following which may be delivered or issued on or after the Effective Date of the Agreement and are not attached hereto:
o Notice to Proceed (Section 00600);
o Field Directive(s);
o Change Order(s);
o Construction Change Directive; and
o Field Order(s).

2.2 Not Contract Documents. There are no Contract Documents other than those listed in this Section 00510, Article 2, Contract Documents, Section 00300, Supplemental Project Information Available to Bidders, and the information supplied therein, are not Contract Documents. The Contract Documents may only be amended, modified or supplemented as provided for in Section 00700, General Conditions and Section 00800, Supplemental General Conditions.

2.3 Definitions and Terms. Unless otherwise specifically provided herein, all terms, words and phrases defined in Section 00700- 1.02, Definitions of Words and Terms, shall have the same meaning and intent in this Agreement.

2.4 Entire Contract; Interpretation. This Agreement, together with the Contract Documents, constitutes the entire agreement between the Parties with respect to the subject matter hereof, and supersedes all prior oral or written agreements between the Parties with respect thereto (including without limitation, City’s award of the Contract to Contractor and any applicable letter of intent), unless such agreement is expressly incorporated herein. City makes no representations or warranties, express or implied, not specified in this Agreement or the Contract Documents. This Agreement and the Contract Documents are the product of negotiation between the Parties. Accordingly, any rule of construction of contracts (including, without limitation, California Civil Code §1654) that ambiguities are to be construed against the drafting party shall not be employed in the interpretation of this Agreement or the Contract Documents.

2.5 Severability. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision.

2.6 Amendments. The terms of this Agreement or the Contract Documents shall not be waived, altered, modified, supplemented or amended in any manner whatsoever except as authorized by the Contract documents or by a written instrument signed by the Parties.

West Yost – February 2023 00510 - 3 City of Yuba City
285-80-21-17 Agreement Municipal Well No. 2
Well Equipping

2.7 Further Assurances. The Parties shall cooperate fully in the execution of any and all other documents and in the completion of any additional actions that may be necessary or appropriate to give full force and effect to the terms and intent of this Agreement and the Contract Documents.

ARTICLE 3 - CONTRACT PRICE

3.1 Contract Price Breakdown. Subject to additions and deductions by Change Order(s) as provided in the Contract Documents, the City agrees to pay and Contractor agrees to accept, in full payment for completion of the Work in accordance with the Contract Documents as follows:

Bid Items
Item Description Qty Unit
Unit Price,
dollars
Total bid item
price, dollars
1 Mobilization and Demobilization 1 LS $95,000 $95,000
2 Water Pollution Control 1 LS $12,000 $12,000
3 Excavation Sheeting, Shoring, and Bracing 1 LS $5,000 $5,000 4 Earthwork 1 LS $50,000 $50,000
5 Over-Excavation of Unsuitable Materials 5 CY $1,000 $5,000 6 Underground Piping and Structures 1 LS $128,000 $128,000 7 Concrete Work 1 LS $87,000 $87,000
8 Masonry Well Enclosure 1 LS $160,000 $160,000
9 Well Pump, Well Head, and Piping 1 LS $279,000 $279,000 10 Electrical and Instrumentation 1 LS $1,130,300 $1,130,300 11 Equipment and System Testing 1 LS $25,000 $25,000
12 Site Work 1 LS $18,000 $18,000
TOTAL BID AWARD PRICE (Items 1 through 12) $1,994,300__________________________ TOTAL BID AWARD PRICE (in words) One Million Nine Hundred Ninety-Four Thousand Three Hundred Dollars.

The above Total Contract Price includes all allowances, if any, provided for in the Contract Documents.

Progress and final payments shall be in accordance with the General Conditions.

When, under the provisions of this Agreement, the City shall charge any sum of money against Contractor, City shall deduct and retain the amount of such charge from the amount of the next succeeding progress estimate, or from any other moneys due or that may become due to the Contractor from City. If, on completion or termination of the Contract, sums due Contractor are insufficient to pay City's charges against him, the City shall have the right to recover the balance from Contractor or its sureties.

Compensation for Unit Price Items shall be based upon the unit prices stated in above schedule times the actual quantities or units of work and materials performed or furnished. Unit prices paid by the City may change depending on actual quantities or units or work completed in accordance with Section 00700-9.04, Increased or Decreased Quantities.

3.2 Substitution of Securities for Money Withheld. At any time prior to final payment, Contractor may request substitution of securities for any money withheld by the City to ensure performance of the Agreement in the manner as provided by California Public Contract Code §22300. At the expense of the Contractor, securities equivalent to the money withheld may be deposited with the City or with an approved financial institution as escrow agent according to a separate Security Agreement. Securities eligible for

West Yost – February 2023 00510 - 4 City of Yuba City
285-80-21-17 Agreement Municipal Well No. 2
Well Equipping
substitution shall include those listed in §16430 of the California Government Code or bank or savings and loan certificates of deposit.

ARTICLE 4 - CONTRACT TIMES

4.1 Time is of the Essence. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of this Agreement.

4.2 Commence Work. Contractor shall commence execution of the Work on the date established in the Notice to Proceed. The City reserves the right to modify or alter the Commencement Date of the Work.

4.3 Days to Achieve Contract Times. The Contractor shall diligently execute the Work to complete each Milestone listed below within the following number of consecutive calendar days from the date established in the Notice to Proceed for the commencement of the Contract Time.

Times Allowed for Completion
Contractual Completion Event
Completion Time
(# of calendar days from
Notice to Proceed date) or
Seasonal Dates
Milestone A 145
Substantial Completion 603
Final Completion 625
Milestones –
Milestone A completion deadline requires completion of early electrical equipment and mechanical equipment procurement tasks as outlined below:

1. Review and acceptance by the Engineer of product data and shop drawing submittals for the following equipment. The duration for Engineer review of these specific submittals shall be a maximum of 14 calendar days.
i. Vertical Turbine Pump specified in Section 11352.
ii. Operator Interface Terminal specified in Section 13440. iii. PLC Equipment/Hardware specified in Section 13451. iv. Power Transformer specified in Section 16270.
v. Dry Type Transformer specified in Section 16271.
vi. Panelboards specified in Section 16470.
vii. Variable Frequency Drive (VFD) / Bypass Panel specified in Section 16481.

2. Written certification by the Contractor of release for manufacturing of the following equipment:
i. Vertical Turbine Pump specified in Section 11352.
ii. Operator Interface Terminal specified in Section 13440. iii. PLC Equipment/Hardware specified in Section 13451. iv. Power Transformer specified in Section 16270.
v. Dry Type Transformer specified in Section 16271.
vi. Panelboards specified in Section 16470.
vii. Variable Frequency Drive (VFD) / Bypass Panel specified in Section 16481.

Milestones are further defined in Section 00800, Supplementary Conditions.

4.4 Liquidated Damages. The City and Contractor recognize that time is of the essence of this Agreement and that the City will suffer financial loss if the Work is not completed within the contract times specified in 4.3, Days to Achieve Contract Times. The actual fact of the occurrences of damages and the

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actual amount of the damages which City would suffer if the Work were not completed within the specified times set forth above are dependent upon many circumstances and conditions which could prevail in various combinations, and, from the nature of the case, it would be impracticable and extremely difficult to fix the actual damages.

Damages which City would suffer in the event of delay include loss of the use of the Project, and, in addition, expenses of prolonged employment of an architectural and engineering staff; costs of administration, construction management, inspection, and supervision; the loss suffered by the public within the City’s constituent cities by reasons of the delay in the completion of the project to serve the public at the earliest possible time; and, costs associated with ongoing and extended permit compliance.

Accordingly, the City and the Contractor agree that as liquidated damages for delay, in accordance with California Government Code Section 53069.85, the Contractor will forfeit and pay to the City liquidated damages in the amounts set forth in the table below, per day for each and every calendar day that expires after the time for completion specified in the above section 4.3, Days to Achieve Contract Times, except as otherwise provided by extension of time pursuant to Section 00700-8.04, Time Extensions, of the General Conditions.

It is further understood and agreed in accordance with California Government Code Section 53069.85 that the liquidated damages sum specified in this provision is not manifestly unreasonable under the circumstances existing at the time this Contract was made, and that the City may deduct liquidated damages sums in accordance with this provision from any payments due or that may become due the Contractor.

Damages for Delays
Contractual Completion Event
Dollars Per Day
Liquidated Damages
(Amount in Dollars)
Milestone A $500
Substantial Completion $750
Final Completion $1,000
ARTICLE 5 - INSURANCE AND BONDS

5.1 Insurance. Contractor shall maintain in full force and effect at all times during the term of the Agreement, at its sole expense, policies of insurance in accordance with the General Conditions and the Supplementary Special Conditions. By execution of this Agreement, the Contractor certifies as follows:
“I am aware of the provisions of §3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the Work of this contract.”

5.2 Faithfull Performance Bond and Payment Bond. The Contractor, simultaneously with the execution of the Agreement, will be required to furnish a Faithful Performance Bond to guarantee the Faithful Performance of the Contract equal to one hundred (100%) of the Total Contract Price set forth in Article 4 and a Payment Bond required by Part 4, Title 15, Chapter 7, Division Three of the Civil Code of the State of California equal to one hundred percent (100%) of the Total Contract Price set forth in Article

4. The bonds must be issued by a surety company admitted in California and with a current A.M. Best’s rating of no less than A-:VII or equivalent, unless otherwise approved by Agency.

Any alteration(s) made in any provision of this Agreement shall not operate to release any surety from liability on any bond required hereunder and the consent to make such alteration(s) is hereby given, and any surety on said bonds hereby waives the provisions of Sections 2819 and 2845 of the California Civil Code.

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Contractor must submit the following document with the bonds: The original, or a certified copy, of the unrevoked appointment, power of attorney, bylaws or other instrument entitling or authorizing the person who executed the bond to do so.

ARTICLE 6 - CITY’S REPRESENTATIVE(S) AND AUTHORITY’S CONSULTANTS

6.1 City’s Representative. The City has designated William Jow, or his/her designee to act as City’s Representative. The City may change the individual(s) acting as City’s Representative(s), or delegate one or more specific functions to one or more specific City’s Representative at any time with notice and without liability to Contractor. Each City’s Representative is the beneficiary of all Contractor obligations to the City, including without limitation, all releases and indemnities. All documents requiring the signature/approval of City shall be signed by the City’s Representative.

6.2 Design Engineer. The City has designated West Yost Associates to act as Design Engineer.

The Design Engineer is included within and covered by Contractor’s release and indemnity obligations to the City.

6.3 Construction Manager. The City has designated William Jow, to act as Construction Manager.

The City may assign, upon mutual agreement, all or part of the City’s Representative’s duties, rights and responsibilities to the Construction Manager. The Construction Manager is the beneficiary of all Contractor obligations to the City, including without limitation, all releases and indemnities.

ARTICLE 7 - CONTRACTOR’S REPRESENTATIONS

7.1 Representations and Warranties. In order to induce the City to enter into this Agreement, Contractor makes the following representations and warranties:

A. Contractor has visited the Site and has examined thoroughly and understood the nature and extent of the Contract Documents, Work, Site, locality, actual conditions, and all local conditions, and federal, state and local laws and regulations that in any manner may affect cost, progress, performance or furnishing of Work or which relate to any aspect of the means, methods, techniques, sequences or procedures of construction to be employed by Contractor and safety precautions and programs incident thereto.

B. Contractor has examined thoroughly and understood all reports of exploration and tests of subsurface conditions, record drawings, drawings, products specifications or reports, available for bidding purposes, of physical conditions, including Underground Facilities, which are identified in Section 00300, Supplemental Project Information Available to Bidders, or which may appear in the Contract Documents. Contractor further acknowledges and agrees that, in executing the Agreement, it is relying on its own observation of (1) the site of the Work, (2) access to the Site, (3) all other data and matters requisite to the fulfillment of the Work and on its own knowledge of existing facilities on and in the vicinity of the site of the Work to be constructed under the Contract, (4) the conditions to be encountered, (5) the character, quality and scope of the proposed Work, (6) the quality and quantity of the materials to be furnished, and (7) the requirements of the Contract, the plans, the specifications, and other related information made available to Contractor by the City.

C. Contractor has correlated its knowledge and the results of all such observations, examinations, investigations, explorations, tests, reports and studies with the terms and conditions of the Contract Documents.

D. Contractor has given the City prompt written notice of all conflicts, errors, ambiguities, or discrepancies that it has discovered in or among the Contract Documents and record drawings and actual conditions and the written resolution thereof (if any) through Addenda issued by the City is acceptable to Contractor.

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E. Contractor is duly organized, existing and in good standing under applicable state law, and is duly qualified to conduct business in the State of California.

F. Contractor has duly authorized the execution, delivery and performance of this Agreement, the other Contract Documents and the Work to be performed herein. The Contract Documents do not violate or create a default under any instrument, agreement, order or decree binding on Contractor.

Contractor has listed the following
Subcontractors consistent with the
Subcontractor Listing Law, California Public
Contract Code §4100 et seq.:

Name of Subcontractor and
Address of Mill or Shop
Description of Subcontractor’s
Work
Subcontractor’s
License No.

John Jackson Masonry Masonry 255203
Mason Painting Paints and Coatings 819987
Camblin Steel Services Inc. Reinforcing Steel 218839
Harbert Roofing, Inc. Roofing 696974
Nor-Cal Pump and Well Drilling Well Pump and Motor 908591 ARTICLE 8 - LABOR CODE COMPLIANCE AND DAVIS-BACON WAGES

8.1 California Labor Code. Pursuant to the provisions of §1770 et seq. of the California Labor Code, which are hereby incorporated by reference and made a part hereof, the Director of the Department of Industrial Relations has determined the general prevailing rate of the per diem wages and the general prevailing rate for holiday and overtime Work in the locality in which the Work is to be performed, for each craft, classification or type of worker needed to perform the Work. Per diem wages shall be deemed to include employer payments for health and welfare, pension, vacation, apprenticeship or other training programs, and similar purposes. Copies of the rates are on file at City office or may be downloaded from the State Department of Industrial Relations website, Division of Labor Statistics and Research, http://www.dir.ca.gov/dlsr/. The rate of prevailing wage for any craft, classification or type of workmanship to be employed in performing the Work is the rate established by the applicable collective bargaining contract which rate so provided is hereby adopted by reference and shall be effective for the life of this Agreement or until the Director of the Department of Industrial Relations determines that another rate is adopted.

It shall be mandatory for the Contractor and all subcontractors to pay not less than such specified prevailing wage rates to all workers employed in the performance of the Work. If any worker engaged in the performance of the Work is paid less than the specified prevailing wage rate, the Contractor shall pay to each such worker the difference between the specified prevailing wage rate and the actual amount paid to such worker for each calendar day or portion thereof. In addition, Contractor shall comply with the provisions of California Labor Code §1775, including provisions which require Contractor to (a) forfeit as penalty to City not more than $200 for each calendar day or portion thereof for each worker (whether employed by Contractor or any Subcontractor) paid less than the applicable prevailing wage rates for any work done under this Contract in violation of the provisions of the California Labor Code, and (b) pay to each worker the difference between the prevailing wage rate and the amount paid to each worker for each calendar day or portion thereof for which the worker was paid less than the prevailing wage.

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The Contractor and each Subcontractor shall keep or cause to be kept an accurate record showing the names, addresses, social security numbers, work classifications, straight time and overtime hours worked each day and week for all laborers, workers and mechanics employed in connection with the performance under the Contract Documents or any subcontract thereunder, and showing the actual per diem wage paid to each of such workers, which records shall be open at all reasonable hours to inspection by City and its agents and to the representatives of the Division of Labor Law Enforcement of the State Department of Industrial Relations. Contractor assumes all responsibility for such payments and shall defend, indemnify and hold the City harmless from any and all claims made by the State of California, the Department of Industrial Relations, any Subcontractor, any worker or any other third party with regard thereto. Contractor shall be responsible to ensure compliance with section 1776. Failure to comply with that section may result in the California Labor Commissioner’s assessment of a penalty of $100 per day per affected worker.

The Contractor shall post, at each jobsite, a copy of such prevailing rate of per diem wages as determined by the Director for the California Department of Industrial Relations and all job site notices as prescribed by California Labor Code Section 1771.1.

Pursuant to California Labor Code Section 1771.4, this Project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations.

The successful Bidder and its subcontractors shall employ the appropriate number of apprentices, in each apprenticeable craft, on the project site as stipulated in California Labor Code sections 1777.5, 1777.6 and 1777.7. Failure to comply may result in the California Labor Commissioner’s assessment of a penalty of $100 for each day of noncompliance.

Pursuant to California Labor Code Section 1771.1, by execution below, the Bidder and its Subcontractors certify that when the Bidder’s bid was submitted, the Bidder and its Subcontractors were registered and qualified to perform public work pursuant to Section 1725.5 of the California Labor Code, subject to limited legal exceptions. Pursuant to California Labor Code Section 1771.1, by execution below, the Bidder and its Subcontractors certify that they are registered and qualified to perform public work pursuant to Section 1725.5 of the California Labor Code, subject to limited legal exceptions.

8.2 Davis-Bacon Wages.- Not Used.

ARTICLE 9 - MISCELLANEOUS PROVISIONS

9.1 Assignment. Contractor shall not assign this Contract or any rights under or interests in the Contract without the City's written approval. No assignment will release or discharge the Contractor from any duty or responsibility under the Contract Documents.

9.2 Successors and Assigns; No Third-Party Beneficiaries. The provisions of this Agreement and the Contract Documents shall inure to the benefit of and shall apply to and bind the successors and permitted assigns of the Parties. Nothing contained in this Agreement, or the Contract Documents is intended to or shall be deemed to confer upon any person, other than the Parties and their respective successors and permitted assigns, any rights or remedies hereunder.

9.3 Contractor Bankrupt. If Contractor should commence any proceeding under federal bankruptcy law, or if Contractor be adjudged a bankrupt, or if Contractor should make any assignment for the benefit of creditors, or if a receiver should be appointed on account of Contractor's insolvency, then the City may, without prejudice to any other right or remedy, terminate the Agreement and complete the Work by giving notice to Contractor and its surety according to the General Conditions.

The City shall have the right to complete, or cause completion of the Work, all as specified in the General Conditions.

9.4 Unfair Competition. The following provision is included in this Agreement pursuant to California Public Contract Code §7103.5.

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"In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assigning to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with §16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, with further acknowledgment by the parties."

9.5 Nondiscrimination and Equal Opportunity. The Contractor shall not discriminate on the basis of a person’s race, religion, color, national origin, age, physical or mental handicap or disability, medical condition, marital status, sex, or sexual orientation, against any employee, applicant for employment, subcontractor, bidder for a subcontract, or participant in, recipient of, or applicant for any services or programs provided by Contractor under this Agreement. Contractor shall comply with all applicable federal, state, and local laws, policies, rules, and requirements related to equal opportunity and nondiscrimination in employment, contracting, and the provision of any services that are the subject of this Agreement, including but not limited to the satisfaction of any affirmative obligations required of Contractor thereby.

Contractor shall include the provisions of this Subsection in any subcontract.

9.6 No Waiver of Remedies. Neither the inspection by the City or its agents, nor any order or certificate for payment of money, nor any payment for, nor acceptance of the whole or any part of the Work by the City, nor any extensions of time, nor any positions taken by City or its agents shall operate as a waiver of any provision of this Agreement or the Contract Documents or of any power herein reserved to City or any right to damages herein provided, nor shall any waiver of any breach of this Agreement or of the Contract Documents be held to be a waiver of any other or subsequent breach. All remedies provided in this Agreement and in the Contract Documents shall be taken and construed as cumulative; that is, in addition to each and every other remedy provided in this Agreement and/or the Contract Documents, and the City shall have any and all equitable and legal remedies, which it would in any case have.

9.7 Governing Law. This Agreement and the Contract Documents shall be deemed to have been entered into in the County of Contra Costa, State of California, and governed by California law (excluding choice of law rules). By entering into this Agreement, the Contractor consents and submits to the jurisdiction of Courts of the State of California, over any action of law, suit in equity, and/or other proceeding that may arise out of the Contract Documents.

9.8 Notices. Except as otherwise specified herein, all notices to be sent pursuant to this Agreement or the Contract Documents shall be made in writing and sent to the Parties at their respective addresses specified below or to such other address as a Party may designate by written notice delivered to the other parties in accordance with this Section. All such notices shall be sent by:

A. personal delivery, in which case notice is effective upon delivery; B. certified or registered mail, return receipt requested, in which case notice shall be deemed delivered on receipt if delivery is confirmed by a return receipt; C. nationally recognized overnight courier, with charges prepaid or charged to the sender’s account, in which case notice is effective on delivery if delivery is confirmed by the delivery service; D. facsimile transmission, in which case notice shall be deemed delivered upon transmittal, provided that (a) a duplicate copy of the notice is promptly delivered by first-class or certified mail or by overnight delivery, or (b) a transmission report is generated reflecting the accurate transmission thereof. Any notice given by facsimile shall be considered to have been received on the next business day if it is received after 5:00 p.m. recipient’s time or on a non-business day.

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Any written notice to Contractor shall be sent to:

Company Name
Company Address
Individual’s Name
Individual’s Email Address
Individual’s Direct Dial Phone #:

Individual’s Fax #
Any written notice to City shall be sent to:

Director of Public Works and Development Services
City of Yuba City
1201 Civic Center Boulevard
Yuba City, CA, 95993

9.9 Execution in Counterparts. This Agreement may be executed in counterparts each of which shall be deemed an original and all of which taken together shall constitute one and the same instrument.

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IN WITNESS WHEREOF, the parties hereto have signed the Agreement on the date set forth opposite their names.

CONTRACTOR
Under penalty of perjury, I certify that the taxpayer identification number and all other information provided here are correct.

Date:

Federal I.D. #:

DIR Registration # State ID #
California Contractor’s License # & Classifications Expiration Date Signature Signature
Print Name Print Name
Title Title
Type of Business Entity (check one):
_____ Individual/Sole Proprietor
_____ Partnership
_____ Corporation
_____ Limited Liability Company
_____Other (please specify:________________)
If Contractor is an out-of-state corporation, Contractor warrants and represents that it possesses a valid certificate of qualification to transact business in the State of California issued by the California Secretary of State pursuant to Section 2105 of the California Corporations Code.

CITY OF YUBA CITY
a California Municipal Corporation
DATE: _____________ BY _________________________________ City Manager
Original Approved As To Form: Attest:

Shannon L. Chaffin, City Attorney Jackie Sillman, City Clerk Original Approved as to Form:
_____________________________
Ben Moody, Director of Public Works and Development Services

END OF SECTION

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EXHIBIT B

AMENDMENT NO. 1 TO THE AGREEMENT FOR PROFESSIONAL SERVICES WEST YOST AND ASSOCIATES, INC.

West Yost and Associates, Inc.
2020 Research Park Dr
Davis, CA 95618
SUBJECT: Amendment No. 1 to awarded budget amount for Yuba City’s Second Groundwater Well Project This Amendment to the Agreement for Professional Services dated September 8, 2021 (“First Amendment”) is made and entered into as of the ___ day of ________, 2023 by and between the City of Yuba City (“City”) and West Yost and Associates, Inc. (“Consultant”).

Recitals
Whereas, by Professional Services Agreement dated September 8, 2021 (“Prime Agreement”), City entered into an agreement with Consultant for professional engineering services for the City’s Second Groundwater Well Projects in the amount of $572,498.00.

Whereas, the Parties desire to amend the Prime Agreement for the first time to increase the budgeted amount due to unforeseen additional services provided during the construction of the below-ground facilities.

Agreement
In consideration of the foregoing Recitals and for good and valuable consideration, the receipt and adequacy of which is hereby acknowledged, the City and Consultant agree as set forth herein.

1. Section 3, Compensation, Second sentence of the Prime Agreement is replaced in its entirety with the following:

In no event shall Consultant’s compensation exceed $843,298, per Exhibit A to this Amendment No. 1, without additional written authorization from the City.

2. A copy of the Prime Agreement is attached hereto as Exhibit “B” and, except as otherwise amended by this First Amendment, is incorporated as though set forth in full herein.

3. Except as amended in this First Amendment, the terms and conditions of the Prime Agreement and First Amendment shall remain the same and shall be in full force and effect. This First Amendment is not effective until approved and executed by the authorized City representative.

IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the date and year first written above.

CITY:

CITY OF YUBA CITY, a municipal corporation
Diana Langley, City Manager
CONSULTANT:

WEST YOST AND ASSOCIATES, INC.

Name:______________________________
Title:________________________________
Kindly execute the original and two (2) copies and return to City Hall at 1201 Civic Center Boulevard, Yuba City, CA 95993; the City will return a fully-executed copy to you via mail for your files.

Attachments:

Exhibit A: Amended Exhibit A to Prime Agreement
Exhibit B: Prime Agreement

Exhibit A

Task
Authorized
Budget, dollars
Costs through
12/16/2022,
dollars
Estimated Cost
to Complete,
dollars
Estimated Cost
at Completion,
dollars
Projected Cost
Variance, dollars
Proposed TaskLevel Budget
Increase, dollars
Proposed
Task-Level
Budget,
dollars
001 Project Management and Meetings 62,864 41,854 43,100 85,000 (22,100) 22,100 84,964 002 Preliminary Design 77,727 77,101 - 77,100 600 (600) 77,127 003 Well Construction Documents 44,116 41,678 - 41,700 2,400 (2,400) 41,716 004 Well Equipping Documents 138,201 231,454 21,000 252,500 (114,300) 114,300 252,501 005 Hydrogeologic Services during Well Drilling 94,474 161,173 31,500 192,700 (98,200) 98,200 192,674 006 Engineering Services during Well Equipping 155,116 - 194,300 194,300 (39,200) 39,200 194,316 Total 572,498 553,260 289,900 843,300 (270,800) 270,800 843,298 Table 1. Municipal Well No. 2 Design Services - Project Cost Analysis N-C-285-80-21-17-WP-BUDGE-AUG
City of Yuba City
Budget Augumentation

West Yost 2023 Billing Rate Schedule
Attachment A

(Effective January 1, 2023 through December 31, 2023)*

POSITIONS

ENGINEERING
Principal/Vice President $338
Engineer/Scientist/Geologist Manager I / II $319 / $334 Principal Engineer/Scientist/Geologist I / II $288 / $307 Senior Engineer/Scientist/Geologist I / II $259 / $272
Associate Engineer/Scientist/Geologist I / II $215 / $231 Engineer/Scientist/Geologist I / II $173 / $201
Engineering Aide $101
Field Monitoring Services $125
Administrative I / II / III / IV $92 / $115 / $138 / $152

ENGINEERING TECHNOLOGY
Engineering Tech Manager I / II $332 / $334
Principal Tech Specialist I / II $305 / $315
Senior Tech Specialist I / II $279 / $291
Senior GIS Analyst $252
GIS Analyst $239
Technical Specialist I / II / III / IV $178 / $203 / $228 / $254 Technical Analyst I / II $128 / $152
Technical Analyst Intern $103
Cross-Connection Control Specialist I / II / III / IV $133 / $144 / $162 / $180 CAD Manager $201
CAD Designer I / II $156 / $176

CONSTRUCTION MANAGEMENT
Senior Construction Manager $322
Construction Manager I / II / III / IV $197 / $211 / $224 / $283 Resident Inspector (Prevailing Wage Groups 4 / 3 / 2 / 1) $172 / $191 / $213 / $221 Apprentice Inspector $156
CM Administrative I / II $83 / $112
Field Services $221
2023 Billing Rate Schedule

LABOR CHARGES
(DOLLARS PER HOUR)
■ Hourly rates include Technology and Communication charges such as general and CAD computer, software, telephone, routine in-house copies/prints, postage, miscellaneous supplies, and other incidental project expenses. ■ Outside Services such as vendor reproductions, prints, shipping, and major West Yost reproduction efforts, as well as Engineering Supplies, etc. will be billed at actual cost plus 15%. ■ The Federal Mileage Rate will be used for mileage charges and will be based on the Federal Mileage Rate applicable to when the mileage costs were incurred. Travel other than mileage will be billed at cost. ■ Subconsultants will be billed at actual cost plus 10%. ■ Expert witness, research, technical review, analysis, preparation and meetings billed at 150% of standard hourly rates. Expert witness testimony and depositions billed at 200% of standard hourly rates. ■ A Finance Charge of 1.5% per month (an Annual Rate of 18%) on the unpaid balance will be added to invoice amounts if not paid within 45 days from the date of the invoice. * This schedule is updated annually Page 1 of 2

(Effective January 1, 2023 through December 31, 2023)*
Equipment Charges

EQUIPMENT
2" Purge Pump & Control Box $300 / day
Aquacalc / Pygmy or AA Flow Meter $28 / day
Emergency SCADA System $35 / day
Field Vehicles (Groundwater) $1 / mile
Gas Detector $80 / day
Generator $60 / day
Hydrant Pressure Gauge $10 / day
Hydrant Pressure Recorder, Impulse (Transient) $55 / day Hydrant Pressure Recorder, Standard $40 / day
Low Flow Pump Back Pack $135 / day
Low Flow Pump Controller $200 / day
Powers Water Level Meter $32 / day
Precision Water Level Meter 300ft $30 / day
Precision Water Level Meter 500ft $40 / day
Precision Water Level Meter 700ft $45 / day
QED Sample Pro Bladder Pump $65 / day
Stainless Steel Wire per foot $0 / day
Storage Tank $20 / day
Sump Pump $24 / day
Transducer Components (per installation) $23 / day
Trimble GPS – Geo 7x $220 / day
Tube Length Counter $22 / day
Turbidity Meter $30 / day
Vehicle (Construction Management) $10 / hour
Water Flow Probe Meter $20 / day
Water Quality Meter $50 / day
Water Quality Multimeter $185 / day
Well Sounder $30 / day

BILLING RATES
2023 Billing Rate Schedule
* This schedule is updated annually Page 2 of 2

Exhibit B

Agenda Item 16

CITY OF YUBA CITY

STAFF REPORT
Date: April 18, 2023
To: Honorable Mayor & Members of the City Council;
From: Administration Department
Presentation By: Diana Langley, City Manager
Summary
Subject: Merriment Village Apartments - Homekey 3.0 Grant Application Submittal Recommendation: Authorize the City Manager to continue to work with Habitat for Humanity to apply for Homekey 3.0 funds through the State Department of Housing and Community Development for a 79-unit affordable housing project located at 428 North Walton Avenue, which is Phase 1 of the proposed 217-unit Merriment Village Apartments
Fiscal Impact: Habitat for Humanity is requesting a contribution of $1,787,922 from the City toward City of Yuba City development fees and $155,000 annually of Permanent Local Housing Allocation (PLHA) Funding for ongoing annual operation costs.

Purpose:

To provide affordable housing options through the development of Habitat for Humanity's proposed Merriment Village Apartment Project, a 217-unit apartment complex located on the east side of Walton Avenue, north of Franklin Road. The project will be broken into multiple phases, with Phase 1 including a 79-unit apartment building and the site work for the entire project.

Council's Strategic Goal:

This proposed project addresses Council's goals of Public Safety, Fiscal Responsibility, and the overarching goal of Quality of Life.

Background:

For approximately the last year, Vice Mayor Harris and Councilmember Boomgaarden have worked on a committee with Habitat for Humanity to explore opportunities to provide affordable housing options within Yuba City utilizing the California Department of Housing and Community Development's (HCD) Homekey funding. Through the process, the team evaluated existing hotel/motel sites for the potential to convert to affordable housing. In evaluating these sites, the owners were either unwilling to sell, were asking too much for the property, or the sites were not a good fit for conversion to affordable housing. Once it was determined that an existing site was not an option, consideration was turned to vacant properties for new construction.

The committee looked at a couple of vacant properties that were large enough to accommodate a

sizable project, and landed on a 7.47-acre property located on the east side of Walton Avenue, north of Franklin Road, identified as 428 North Walton Avenue, APN 58-120-001. Habitat for Humanity brought their design team together, consisting of Hilbers, Inc. of Yuba City and BSB Design of Sacramento to develop a site plan for a proposed 217-unit apartment complex titled Merriment Village Apartments.

Homekey is a statewide effort to sustain and rapidly expand housing for persons experiencing homelessness or at risk of homelessness. Homekey requires lead applicants to be cities, counties, cities and counties, and all other state, regional, and local public entities, which is why Habitat for Humanity is requesting the City's participation in the project. Homekey funding requires a 55-year commitment for the use of the property to be affordable permanent housing. There is an option that the City would be able to sell the property should it not be feasible. However, the use would still be required to meet Homekey standards and must be approved by HCD. Habitat for Humanity will be the owner and property manager for the site, and multiple agencies will provide support services to residents.

On March 29th, HCD issued a Notice of Funding Availability (NOFA) for Round 3 of Homekey and noted $736 million available statewide. For the Sacramento region, which includes the counties of El Dorado, Placer, Sacramento, Sutter, Yolo, and Yuba, there is a total of $37,158,338 available. Funding available through Homekey 3.0 will not be enough to fund the entire project, which is estimated at close to $75 million, so Habitat for Humanity is proposing to split the project into multiple phases and evaluate other funding programs, such as the Affordable Housing and Sustainable Communities (AHSC) Program, for the remaining phases.

The ASHC Program is also administered by HCD and funds land-use, housing, transportation, and land preservation projects to support infill and compact development that reduce greenhouse gas emissions. The AHSC Program is provided from the State's Greenhouse Gas Reduction Fund, which is an account established to receive Cap-and-Trade auction proceeds. The most recent round of the AHSC Program recently closed, so Habitat for Humanity will be looking to apply during the next round anticipated in 2024.

Also in regard to funding, in July 2020, the City applied for the Permanent Local Housing Allocation (PLHA) grant under HCD. The City was awarded approximately $310,000 on an annual basis. The City was required to submit a plan to allocate the PLHA funding with the grant application and the City committed to utilizing 50% for the predevelopment, development, acquisition, rehabilitation, and preservation of affordable, multi-family rental housing projects in collaboration with the Regional Housing Authority and other affordable housing developers. The remaining 50% is to be used for supportive services and programs for the local homeless population in collaboration with Sutter County, Sutter Yuba Homeless Consortium, and other qualified homeless service providers. Over the five years covered by the current Notice of Funding Availability under the PLHA program, the City is projected to receive a total of $1,866,000.

The scope for the entire proposed Merriment Village Apartments includes the following:
• 70 Studio Units
• 67 1 Bedroom/1 Bathroom Units
• 79 2 Bedroom/1 Bathroom Units
• 1 3 Bedroom/2 Bathroom Unit
• Club house/Supportive Services
• Facilities Building
A community workshop was held on February 28, 2023, to obtain community feedback on the proposed project. The attached flyer and presentation were provided to attendees. Approximately 20

individuals plus City staff and the Habitat for Humanity project team attended the workshop. Concerns expressed at the workshop are summarized below:
• Traffic - Increase in traffic, particularly when considering the cumulative impact of several proposed projects within the area, and safety of pedestrians and bicyclists • Construction Timeline - Homekey requires an aggressive construction schedule. Can the project be constructed within the allowed timeframe?
• Fire Department Access to the proposed 4-story building - Does the Fire Department have the ability to access a 4-story building?
• Potential of the City “waiving” the Impact Fees - What are the long-term impacts of the City "waiving" the Impact Fees?
• Energy Efficiency - Was the project designed with energy efficiency in mind? • Prevailing Wage/Use of Local Labor Force - Will the project be required to pay prevailing wages and will local labor be used to construct the project?
• Require developers to make 10% of their residential developments available for affordable housing - The City should require that residential developers make 10% of their proposed residential projects available for affordable housing.
• Capacity of the local schools - Does Yuba City Unified School District have the capacity to serve this project?
• Concerns with the height of the 4-Story building fronting Walton Avenue - Yuba City is a rural community and a 4-story building does not fit in with the rural nature of the City.

On March 21, 2023, the City Council received a presentation on Merriment Village from Habitat for Humanity, which included a request that the City Council consider waiving fees that would be owed the City, totaling $4,500,000, as well as contribute $155,000 of PLHA funding toward the annual ongoing operation of the project. Overall, Council expressed support for the project but had concerns regarding the fee waiver request and contribution of ongoing funding. Council directed staff to bring back the project for formal consideration.

Analysis:

With only $37,158,338 of Homekey funding available for the Sacramento region, and an estimated project cost close to $75 million, it is not possible for the entire proposed Merriment Village Project to be funded through the Homekey program. Habitat for Humanity is proposing to split the project into multiple phases, with Phase 1 including the 4-story, 79-unit building comprised of 2 bedroom/1 bathroom units fronting Walton Avenue, and the site work for the remainder of the site. If approved by Council, the City and Habitat for Humanity will be applying for up to $19 million for Phase 1.

It is anticipated that the application for Homekey 3.0 will be issued around April 24th. If Council authorizes the City Manager to proceed with applying for Homekey 3.0 funds in partnership with Habitat for Humanity, staff will bring back an authorizing resolution along with the Standard Agreement for consideration at the May 2nd Council meeting. Once the application is submitted, there is a 40-90 day approval process from HCD.

For the remaining portion of the project, Habitat for Humanity is looking ahead to the next release of AHSC Program funding, which is anticipated in 2024. There is no guarantee as to availability of funding or timeline for the remainder of the project. It is possible that Phase I could be constructed and the remainder of the site remain undeveloped for an extended period of time. Also, it is likely that Habitat for Humanity will request a City contribution toward future phases as well.

Fiscal Impact:

Habitat for Humanity is requesting that the City Council consider waiving fees that would be owed to the City, totaling $1,787,922 as well as contribute $155,000 of Permanent Local Housing Allocation (PLHA) funding toward the annual ongoing operation of the project. Projected City fees for the development of the project are as follows:

City Fee Fee Estimate
Development Impact Fees $780,147.91
Building Permit Fees $199,594.72
Sewer Connection & Extension Fees $495,956.07
Water Connection Fees $312,223.08
Total Estimated City Fees: $1,787,921.78
An outright waiver of the fees would typically require them to be paid or offset from another source.

Instead, options available to address the fees include:
• Execute a loan for the fees that would then be paid by a combination of PLHA funds and other funding sources available to the City for affordable housing. There is approximately $1,474,000 of Low-Mod Housing Asset Funds available, although $1M is currently committed to the Richland Village Affordable Housing Development project through January 19, 2025. Should the Richland Village project not proceed, the $1M would be available for Merriment Village or other affordable housing projects.
• Direct all or a portion of the proceeds from the sale of the nine (9) Housing Successor agency homes toward the fees for Merriment Village. The Regional Housing Authority is interested in utilizing at least a portion of the proceeds for their proposed senior housing project on Garden Highway. However, the City has not committed those funds to the Regional Housing Authority at this time.
• Direct all or a portion of the proceeds from the sale of City-owned surplus properties toward the fees for Merriment Village.
• Request that Habitat for Humanity include a portion or all of the fees in their grant applications.

In regard to the request for $155,000 of the City's PLHA funds for the ongoing operation of the project, it cannot be assumed that HCD will continue to provide the funding for the 55-year duration required by Homekey funding. Should the PLHA program be discontinued, the City would need the ability to discontinue contributing toward the ongoing operation of the project, or identify alternative funding sources. In addition, there are several demands for the PLHA funding including the City's contribution to Sutter County for the ongoing operation of the Second Street homeless campground, estimated to be approximately $90,000 annually.

Alternatives:

1. Deny the request to submit an application under Homekey 3 to HCD.

2. Modify the City's contribution toward the project.

Recommendation:

Authorize the City Manager to continue to work with Habitat for Humanity to apply for Homekey 3.0 funds through the State Department of Housing and Community Development for a 79-unit affordable housing project located at 428 North Walton Avenue, which is Phase 1 of the proposed 217-unit Merriment Village Apartments.

Attachments:

None
Prepared By: Submitted By:

Diana Langley
City Manager
Diana Langley
City Manager

CITY OF YUBA CITY
Future Agenda Items
- Councilmember Boomgaarden
- Councilmember Pasquale
- Councilmember Shaw
- Vice Mayor Harris
- Mayor Kirchner

CITY OF YUBA CITY
Reports and Communications
The following reports and communication items are provided for the Council’s information. No action can be taken on items under this section unless the Council agrees to include it on a subsequent agenda
City Manager’s Report

CITY OF YUBA CITY
Reports and Communications
The following reports and communication items are provided for the Council’s information. No action can be taken on items under this section unless the Council agrees to include it on a subsequent agenda
City Council Reports
- Councilmember Boomgaarden
- Councilmember Pasquale
- Councilmember Shaw
- Vice Mayor Harris
- Mayor Kirchner
Adjournment