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Agenda packet, first session

Sutter Creek City Council
February 18, 2025

Document
Agenda packet, first session
Meeting
February 18, 2025
Body
Sutter Creek City Council
Pages
7
Original file
28.8 MB
Text extracted from the city's file for reading and search. Open the original on mccmeetings.blob.core.usgovcloudapi.net. That file is the official record.

City Council Meeting Agenda
Tuesday, February 18, 2025 at 6:00 PM
33 Church Street, Sutter Creek, CA 95685
The Agenda can be found on the City’s Website: www.cityofsuttercreek.org The City of Sutter Creek City Council Meeting will be available via Zoom and in person.

Join Zoom meeting:
https://us02web.zoom.us/j/81391466458?pwd=4jXmBm1AP5bEbiID3iDwuxk4GpreRY.1 Please note: Zoom participation is only available for VIEWING the Council meeting. *Public Comment will not be taken from Zoom*
Or Dial by phone: 301 715 8592 Webinar ID: 816 8589 0182 Passcode: 186036 Unless stated otherwise on the agenda, every item on the agenda is exempt from review under the California Environmental Quality Act (“CEQA”) per CEQA Guidelines Sections 15060(c), 15061(b)(3), 15273, 15378, 15301, 15323 and/or Public Resources Code Section 21065.

1. Call to Order and Establish a Quorum for Regular Meeting

2. Pledge of Allegiance to the Flag

3. Public Forum
At this time, the public is permitted to address the City Council on items not appearing on the agenda.

Comments may not exceed 5 minutes. In accordance with State Law, however, no action or discussion may take place on any item not appearing on the posted agenda. The City Council may respond to statements made or questions asked or may request Staff to report back at a future meeting on the matter. The exceptions under which the City Council may discuss and/or take action on items not appearing on the agenda are contained in Government Code §54954.2. Public comment on any item listed below shall be limited to five minutes, unless additional time is permitted by the Mayor/Council.
1 4. City Manager’s Report
This section is an opportunity to provide Council members with a brief status update on staff activities. No action is expected to be taken by the Council.

5. Presentations
A. Amador County Recreation Agency Update
Presentation by Michael Rock, General Manager

6. Approval of Minutes
A. City Council Minutes of Feb 3, 2025
Recommendation: By motion approve minutes as presented.

7. Consent Agenda
Items listed on the consent agenda are considered routine and shall be enacted in one motion. Any item may be removed for discussion at the request of Council or the Public.

A. Capital Improvement Plan
Revised CIP with minor revisions requested by Council at the Jan 6 meeting, for final approval The changes made are as follows:

Updated Page 38 for Police Car Fleet to be consistent with other pages as pointed out by CM Riordan. Added pages 146 & 147 in Appendix for estimates for Amelia St. and Boston/Randolph intersections. For Parks projects, the Bryson bathroom was made the first priority, and the walking trail the second priority.

B. Transaction and Use Tax Oversight Committee Policy
Approve the policy as documented from the Jan 21, 2025 Council Meeting

8. Future Agenda Items
This section provides an opportunity for Council members to request items to be added to the agenda in the future with a majority Council vote.

A. Wastewater Update
Information Item for discussion and comment

9. Mayor and Council Member Reports
This section is to provide Council members an opportunity to present updates on their activities and to request items be placed on future agendas.

10. City Attorney’s Report
This section provides an opportunity for the City Attorney to report on any activities or upcoming legislation of importance to the City. No action is expected to be taken by the Council.

11. Future Agenda Items
2 This section provides an opportunity for Council members to request items to be added to the agenda in the future with a majority Council vote.

12. Information and Correspondence
A. January City Engineering Report
B. Public Works Staff Report Jan 2025
C. January 2025 Finance Department Report
D. January 2025 Cash Flow Report
E. January 2025 Revenue Report
F. January 2025 Expense Report
G. Jan Treasury Report
H. Monthly Update for January from Police Department
I. Jan 2025 Planning Update

13. Adjournment
The next regularly scheduled meeting is March 3, 2025
3 Regular City Council Meeting Minutes
Monday, February 03, 2025 at 6:00 PM
33 Church Street, Sutter Creek, CA 95685
The Agenda can be found on the City’s Website: www.cityofsuttercreek.org The City of Sutter Creek City Council Meeting was available via Zoom and in person.

PRESENT: Sierk, Gunselman, Feist, Riordan (via zoom)
Absent : Swift
Treasurer Vicky - present
Staff: DuBois, Cole(via zoom)

1. Call to Order and Establish a Quorum for Regular Meeting

2. Pledge of Allegiance to the Flag

3. Public Forum
Resident Mike Kirkley noticed the installation of a mirror to aid turns onto Main street. Commented that he had to pull out to see the mirror and didn’t feel it was safe. Concerned about potential car accidents.

4. Approval of Minutes
A. City Council Minutes of Jan 21, 2025
Recommendation: By motion approve minutes as presented.

Motion to approve CM Sierk, Seconded CM Feist
Passed 4 - 0, Swift absent

5. Consent Agenda
Items listed on the consent agenda are considered routine and shall be enacted in one motion. Any item may be removed for discussion at the request of Council or the Public.

A. Amendment to City Manager Employment Agreement
4 Section 6, Item A.

For Council Approval
City Attorney Cole gave an oral report, going over the details of changes to the City Manager’s compensation resulting from his recent performance review.

PUBLIC COMMENT - Mike Kirkley made comments objecting to the change in compensation Motion to approve by CM Feist, seconded by CM Riordan
Passed 4 - 0, Swift absent

6. Ordinances and Public Hearing
A. PUBLIC HEARING TO CONSIDER INCREASE IN RATES FOR SOLID-WASTE SERVICE PROVIDED BY ACES WASTE SERVICES, INC.

Conduct public hearing and adopt resolution 24-25-21
City Attorney Cole reviewed the multi-year process for ACES/ REPUBLIC rate increases. Next three years will be based on the actual refuse rate increase, up to a maximum of 10%. Just completed a detailed rate review. Will only have to do the Prop 218 process again in four years. There is also a contract amendment to clarify the timing to align detailed rate review with timing that they do it for the county.

CM Riordan - The rate in March seems higher? Yes, should have started Jan 1, but starting March 1 so rates are adjusted.

CM Gunselman - Voting to approve new rates? Yes, approving an actual rate change for this year that will go into effect on March 1.

CM Sierk - We are only approving rate changes for this year? Yes, that is the only one known. In future years a simple resolution will come to council with the actual annual rate change.

CM Sierk - RRI calculation is good only annually? Yes, will get one annually Paul, Republic - Each year Republic will compute the rate adjustment for the next year.

CM Sierk - is a fuel surcharge separate from RRI? Yes it is separate from a rate adjustment. Not foreseen to happen at this point.

CM Riordan/Sierk - How is the decision made to have a fuel surcharge? Calculated quarterly and put into base rates. When doing rate calculation, the fuel surcharge is deducted CM Riordan - Can you explain the detailed rate study, and what resulted in increases? Last rate study was 2022. Fuel, labor, insurance, thoroughly vetted by the County CM Feist - Can the recycling program be made more cost effective? Everything is commingled, more expense to sort. So not a lot of revenue from recycling.

Mayor Gunselman opened the public hearing at 6:44 PM
No public present -
5 Section 6, Item A.

Received 11 Protests by mail
CM Sierk motioned to close the public hearing, seconded by CM Feist Approved by 4 - 0 vote, with CM Swift absent
Motion to approve the resolution by CM Riordan, seconded by CM Sierk Passed 4- 0, 1 absent
Council Member Reports
CM Feist - Special district discussion at County Supervisors was moved to next meeting City Attorney - no report
Future agenda items - none requested

7. Adjournment
The next Council meeting will be a special meeting on Feb 18 at 3PM to discuss the City’s annual priorities.

The next regularly scheduled meeting is Feb 18, 2025 at 6 PM NOTE: This is the Tuesday after Presidents' Day Weekend. 6 Section 6, Item A.
i

CITY OF

CAPITAL IMPROVEMENT PROGRAM
JANUARY 2025
7 Section 7, Item A.
i

TABLE OF CONTENTS
EXECUTIVE SUMMARY .................................................................................................................................... 1 INTRODUCTION ................................................................................................................................................ 1 PROJECT COSTS .............................................................................................................................................. 2 FUNDING SOURCES ......................................................................................................................................... 2 PRIORITY PROJECTS WITH 5-YEAR FUNDING PROGRAM ....................................................................... 4 Spanish Street Rehabilitation ........................................................................................................................................................................ 5 Sutter Hill Road Rehabilitation ...................................................................................................................................................................... 7 Gopher Flat Road Widening & Rehabilitation ............................................................................................................................................... 9 Fifield Alley / Keyes St. / Hayden Alley Road Rehabilitation ....................................................................................................................... 11 Solar Power at City Hall – Roof Option ....................................................................................................................................................... 13 Solar Power at Community Center ............................................................................................................................................................. 15 Auditorium – HVAC/Windows/Insulation ................................................................................................................................................... 17 Knight’s Foundry Building Foundation Rehabilitation ................................................................................................................................ 19 Grammar School - HVAC ............................................................................................................................................................................. 21 Grammar School – Floor/Window Repair ................................................................................................................................................... 23 Monte Verde Museum - HVAC.................................................................................................................................................................... 25 Monte Verde Museum – Floor & Wall Rehabilitation ................................................................................................................................ 27 Minnie Provis Park – Playground Shade & Safety Surface .......................................................................................................................... 29 Bryson Park – Playground Shade & Safety Surface ..................................................................................................................................... 31 Central Eureka Mine Walking Trail ............................................................................................................................................................. 33 Walking Trail – Old Highway 49 .................................................................................................................................................................. 35 Restroom – 8’x8’ at Bryson Park ................................................................................................................................................................. 36 Police Car Fleet ........................................................................................................................................................................................... 38 Wastewater – Treatment Plant Upgrade .................................................................................................................................................... 39 ARSA – Fresh Water Diversion .................................................................................................................................................................... 41 ARSA – Henderson Reservoir Under Drain Repair ...................................................................................................................................... 43 ARSA – Henderson Reservoir Replace Pier/Catwalk ................................................................................................................................... 45 Wastewater – Clarjusters #2 ....................................................................................................................................................................... 47 Wastewater – E-Pump Rehab ..................................................................................................................................................................... 49 Wastewater – Mechanical Screen Bar ........................................................................................................................................................ 51 Wastewater – Trickling Filter Tower ........................................................................................................................................................... 53 Infiltration and Inflow (I/I) Wastewater Collection Line Replacement ....................................................................................................... 55 APPENDIX A – ADDITIONAL DETAIL AND FUTURE PROJECTS ............................................................. 58

8 Section 7, Item A.
ii
APPENDIX A – ADDITIONAL DETAIL AND FUTURE PROJECTS

TABLE OF CONTENTS
APPENDIX A – ADDITIONAL DETAIL AND FUTURE PROJECTS ............................................................... ii Marre Street Rehabilitation ........................................................................................................................................................................ 59 Gold Dust Trail Rehabilitation ..................................................................................................................................................................... 61 Greenstone Terrace Rehabilitation ............................................................................................................................................................. 63 Hanford Street Bicycle & Sidewalk Improvements ..................................................................................................................................... 65 South Main Street Rehabilitation ............................................................................................................................................................... 67 Hanford Street Rehabilitation ..................................................................................................................................................................... 69 * Spanish Street Rehabilitation ................................................................................................................................................................... 71 Patricia Lane Microsurfacing ....................................................................................................................................................................... 73 Judy Drive Microsurfacing ........................................................................................................................................................................... 75 * Sutter Hill Road Rehabilitation ................................................................................................................................................................. 77 Old Ridge Road Rehabilitation .................................................................................................................................................................... 79 Church Street Rehabilitation ....................................................................................................................................................................... 81 Badger Street Road Rehabilitation.............................................................................................................................................................. 83 Gopher Flat Road Rehabilitation ................................................................................................................................................................. 85 * Gopher Flat Road Widening & Rehabilitation .......................................................................................................................................... 87 Gopher Flat Road Rehabilitation ................................................................................................................................................................. 89 Valley View Rehabilitation .......................................................................................................................................................................... 91 Bowers Drive Rehabilitation ....................................................................................................................................................................... 93 * Fifield Alley / Keyes St. / Hayden Alley Rehabilitation ............................................................................................................................. 95 Main St. Sidewalk Replacement – Loc #1.................................................................................................................................................... 97 Main St. Sidewalk Replacement – Loc #2.................................................................................................................................................... 99 Main St. Sidewalk Replacement – Loc #3.................................................................................................................................................. 101 Main St. Sidewalk Replacement – Loc #4.................................................................................................................................................. 103 Main St. Sidewalk Replacement – Loc #5.................................................................................................................................................. 105 Concrete Walking Path ............................................................................................................................................................................. 107 Restroom–10’x24’ at Boitano Parking Lot ................................................................................................................................................ 109 * Solar Power at City Hall – Roof Option .................................................................................................................................................. 111 Solar Power at City Hall – Parking Lot with Carports ................................................................................................................................ 113 * Solar Power at Community Center ........................................................................................................................................................ 115 Street Lights on Main Street ..................................................................................................................................................................... 117 Gateway Improvement Project ................................................................................................................................................................. 119 Johnson Property Trail .............................................................................................................................................................................. 121 * Central Eureka Mine Walking Trail ......................................................................................................................................................... 123 Additional City Parking Lot ........................................................................................................................................................................ 125 * Restroom – 8’x8’ at Bryson Park ............................................................................................................................................................ 127 New City Hall ............................................................................................................................................................................................. 129 MINNIE PROVIS PARK – PAVER INSTALLATION ......................................................................................................................................... 131 SUTTER CREEK/AMADOR CITY BICYCLE/PEDESTRIAN PROJECT ................................................................................................................ 132 * KNIGHTS FOUNDRY BUILDING FOUNDATION REHABILITATION ............................................................................................................ 133 * MONTE VERDE STORE – FLOOR & WALL REHABILITATION .................................................................................................................... 134 * MONTE VERDE STORE – NEW HVAC ...................................................................................................................................................... 135 9 Section 7, Item A.
iii
* GRAMMAR SCHOOL – NEW HVAC & WINDOWS ................................................................................................................................... 136 DRAINAGE STUDY AT BRYSON PARK/MOBILE HOME PARK ...................................................................................................................... 138 Drainage Improvements at Intersection of Badger/Spanish St. ............................................................................................................... 139 DRAINAGE IMPROVEMENTS AT THE INTERSECTION OF BADGERT STREET AND SPANISH STREET .......................................................... 141 DRAINAGE IMPROVEMENTS AT KARSAN ROAD ....................................................................................................................................... 142 DRAINAGE IMPROVEMENTS AT 310 GOPHER FLAT ROAD ....................................................................................................................... 143 SPANISH STREET DRAINAGE INLET REPLACEMENT ................................................................................................................................... 144 DRAINAGE IMPROVEMENTS AT 154 TO 180 BADGERT STREET ................................................................................................................ 145 AMELIA STREET REHABILITATION ............................................................................................................................................................. 146 BOSTON ALLEY/RANDOLPH INTERSECTION REHABILITATION .................................................................................................................. 147 Completed Projects ...................................................................................................................................... 148 Oro Madre Way Overlay ........................................................................................................................................................................... 149 Eureka Road Overlay ................................................................................................................................................................................. 151

10 Section 7, Item A.
1 EXECUTIVE SUMMARY
A Capital Improvement Plan (CIP) is a 5-year City wide plan that invests critical resources to valuable assets including roads, sidewalks, drainage and miscellaneous improvements. CIPs typically provide key information for each project, including how the project was identified, a work description, anticipated costs, potential funding, and a delivery schedule.

The CIP identifies current and future capital improvements and other large-scale purchases over a 5- year time-frame. The goal of the CIP is the create a blueprint of the projected infrastructure improvement needs of the City of Sutter Creek to assist in planning and budgeting process. It is intended to achieve the following goals;

1. Systematic evaluation of all potential projects at the same time.

2. Framework by which the City Council can focus on improving the City of Sutter Creek’s infrastructure while ensuring the efficient use of public funds.

3. Aligns planned capital projects with the city’s strategic plan.

INTRODUCTION
The City Engineers office prepared the CIP over the last 18 months at the direction of the City Manager. Project scopes and cost estimates were established based on industry standards for similar projects, including but not limited to recent public works projects the City has had performed.

The City has an abundance of project needs. The City is not unique in this situation; infrastructure is a significant challenge across the country. Almost all cities/counties have some aged infrastructure.

Some are more committed to maintaining it then others, but many communities are falling behind.

The City of Sutter Creek historically has focused on paved roads. They have made infrastructure improvements typically when grant funds are received. With the limited funding, a backlog of maintenance and improvements has been created. This CIP shows a short list of projects that could potentially be funded in the next five years and then a longer, separate backlog of projects that are unfunded.

The Capital Improvement Plan spans 5-years from FY25/26 to FY29/28. While the CIP shows the long term plan, nothing is committed until the City Council reviews and approves the individual projects, holds public hearings, makes recommendations, and votes on the capital budget in conjunction with the City’s Annual Operating Budget.
11 Section 7, Item A.
2 PROJECT COSTS
The estimated project costs are located in Table 1 below.

Table 1: Project Costs by Project Type

PROJECT
TYPE
TOTAL
COST
Street/sidewalk $4,627,105
Facilities $700,000
Parks $2,407,500
Public Safety $74,000
Wastewater $33,667,000

FUNDING SOURCES
Infrastructure can be funded via a variety of sources. Typical sources include State sources like SB1 and Active Transportation Program (ATP) grants, debt financing through bonds, and development impact fees. Enterprise fees are dedicated to solely to uses within that category. Sutter Creek recently did a wastewater rate study, which determines funding of the wastewater capital reserve to fund sewer related projects. Wastewater funds also include our existing enterprise fund reserve, wholesale customer revenue, debt financing, grants connection fees, and additional contributions from developers.

General fund resources have not typically been dedicated to major infrastructure projects. However, the local sales tax has passed and Council has committed to spending a major portion of the new tax on roads and infrastructure. The five-year plan assumes 75% of $580,000 in the first year of the new local sales tax revenue will go towards local streets otherwise not eligible for street funding from ACTC.

ACTC typically only pays for major arterials.

For most cities, developer impact fees are a major source of capital improvements. New developments can be assessed fees which can only be used for capital investment. Sutter Creek has impact fees for streets, parks, city facilities, police and fire. The five-year plan assumes that 150 new homes will be constructed within five years, generating significant impact fees.

If the development does not occur, the timelines of the projects will need to be delayed.

If more development occurs, impact fees will be used to tackle key projects listed in the backlog. NOTE:

The city is engaged in a new nexus study and several past impact fees are being combined into a single new fee – for example separate fees for city facilities are grouped into a single city facility fee.

Grants will be leveraged as much as possible. Priority projects with undetermined funding show that amount as “unsecured funds”. It is the intention that grants will be fund to complete the needed funding.
2% annual increases are assumed in impact fees and sales tax.

12 Section 7, Item A.
3 Table 2: Available Funds by Project Type
.

The difference between costs and available funds represents the funding gap of unsecured funds that must be sought out from other sources such as grants. We assume there is no debt for these projects, because the city’s debt capacity must be reserved for the wastewater treatment plant.

The wastewater plan assumed $19M in grants and developer contributions in addition to $25M in debt financing.

AVAILABLE FUNDS Total
General Fund -
Unsecured Funds/Grants
(without Wastewater) $1,553,175
Street Enterprise Fund $3,282,138
Police Impact fee $240,905
Local Parks Reserve $2,382,531
City Facility Reserve $516,810
Wastewater Funds $46,846,157
13 Section 7, Item A.
4 PRIORITY CIP PROJECTS
With 5-year Funding Program

14 Section 7, Item A.
5 Spanish Street Rehabilitation
Description
This project will rehabilitate the existing roadway which consists of an asphalt concrete overlay and drainage improvements from North Amelia to Main Street. Additive Alternate #1 will add a new sidewalk on the east side of the road only.

Project Justification
This project will enhance pedestrian and vehicular traffic. The Pavement Management Program Report – Pavement Condition Index (PCI) = 34-44. . It is a secondary evacuation route if Main street is blocked. Street condition is very poor and it is a safe route to school.

Additional detail on costs on page 69
Notes
Street Rehabilitation Costs Only Additive Alternate #1 Cost Surveying $ 20,000 $ 5,250
Engineering $ 40,000 $ 10,500
Construction $ 480,000 $ 126,000
Construction Management $ 60,000 $ 15,750_____________
Total $ 600,000 $ 157,500
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - 25,250 - - - - 25,250
Preliminary Engineering - - 50,500 - - - - 50,500
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - 75,750 - - - 75,750
Construction - - - 606,000 - - - 606,000
Total Capital Costs - - 75,750 681,750 - - - 757,500
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - - - - -
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - 43,000 - - - 43,000
Local Sales Tax - 25,250 315,000 374,250 - - - 714,500
Total Program Financing - 25,250 315,000 417,250 - - - 757,500 15 Section 7, Item A.
6 Spanish Street RehabilitaƟon
Project LocaƟon Map
16 Section 7, Item A.
7 Sutter Hill Road Rehabilitation
Description
This project will rehabilitate the existing roadway which consists of an asphalt concrete overlay and drainage improvements from Main Street to Eureka Road.

Project Justification
This project will enhance vehicular traffic. It is a highly travelled access point to/from the city and the pavement condition is poor.

Additional detail on costs on page 75
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - 23,500 - - - - - 23,500
Preliminary Engineering - 46,500 - - - - - 46,500
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - 70,000 - - - - 70,000
Construction - - 563,125 - - - - 563,125
Total Capital Costs - 70,000 633,125 - - - - 703,125
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - - - - -
City Facility Impact Fees - - - - - - - -
Street Impact Fees - 26,000 53,000 - - - - 79,000
Local Sales Tax - 514,000 110,125 - - - - 624,125
Total Program Financing - 540,000 163,125 - - - - 703,125 17 Section 7, Item A.
8 SuƩer Hill Road RehabilitaƟon
Project LocaƟon Map
18 Section 7, Item A.
9 Gopher Flat Road Widening & Rehabilitation – Cole to 248 Gopher Flat Description
Install curb, gutter and sidewalk and widen existing roadway to City Standards. Also rehabilitate the existing roadway which includes an asphalt concrete overlay, drainage and ADA improvements. This project will completed in five years only if we can get a grant for $1.4M
Project Justification
This project will enhance pedestrian and vehicular traffic. This project was identified by Table 3.14 of the Circulation Element (Project ID MM-1). While there are few accidents on the road, it is considered “unsafe’ by residents. It is narrow without sidewalks
Additional detail on costs on page 85
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - 89,000 - 89,000
Preliminary Engineering - - - - - 178,000 - 178,000
Environmental - - - - - 50,000 - 50,000
Right of Way - - - - - 50,000 - 50,000
Construction Management - - - - - 267000 - 267,000
Construction - - - - - 2138175 - 2,138,175
Total Capital Costs - - - - - 2,772,175 - 2,772,175
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - 1,363,175 1,363,175
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - - - - -
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - 82,000 393,000 195,000 - 670,000 Local Sales Tax - - - - - 739,000 - 739,000
Total Program Financing - - - 82,000 393,000 2,772,175 2,772,175 19 Section 7, Item A.
10 Gopher Flat Road RehabilitaƟon
Project LocaƟon Map
20 Section 7, Item A.
11 Fiϐield Alley / Keyes St. / Hayden Alley Road Rehabilitation Description
This project will rehabilitate the existing roadway which consists of an asphalt concrete overlay and drainage improvements on side streets. Approx 1,100 linear feet of road and drainage improvements.

Project Justification
This project will enhance pedestrian and vehicular traffic, roads are near failing. A planned bike/ped route to Amador City will use the alleys to get to Spanish Street.

Additional detail on costs on page 93
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - 13,500 - - - 13,500
Preliminary Engineering - - - 26,500 - - - 26,500
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - 40,500 - - 40,500
Construction - - - - 324,950 - - 324,950
Total Capital Costs - - - 40,000 365,450 - - 405,450
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - - - - -
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - 65,450 - - - 65,450
Local Sales Tax - 13,500 26,500 - 300,000 - - 340,000
Total Program Financing - 13,500 26,500 65,450 300,000 - - 405,450 21 Section 7, Item A.
12 Fifield Alley / Keyes St. / Hayden Alley Road RehabilitaƟon Project LocaƟon Map
22 Section 7, Item A.
13 Solar Power at City Hall – Roof Option
Description
Lease with solar company to install solar panels on City Hall Roof to offset power useage at City Hall. Need a subsidy of $112,500.

Project Justification
ROI from lower electrical costs is expected to pay for the project in 7-10 years. These projects will only be undertaken if either on bill financing or impact fees are available, and the ROI is clear. Solar and batter storage could be financed as part of the wastewater project as well
Additional detail on costs on page 109
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - - - - - 7,500 - 7,500
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - - 7,500 - 7,500
Construction - - - - - 270,000 - 270,000
Total Capital Costs - - - - - 285,000 - 285,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - 112500 - 112,500
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - - - - -
City Facility Impact Fees - - - - 37,500 135,000 - 172,500 Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - - - - 37,500 247.500 - 285,000 23 Section 7, Item A.
14 Solar Power at City Hall – Roof OpƟon
Project LocaƟon Map
24 Section 7, Item A.
15 Solar Power at Community Center
Description
Lease with solar company to install solar panels on City Community Center Roof to offset power usage at City Community Center. This project requires a subsidy of $77,500 Project Justification
ROI from lower electrical costs is expected to pay for the project in 7-10 years These projects will only be undertaken if either on bill financing or impact fees are available and the ROI is clear.

Additional detail on costs on page 113
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - - - - - 7,500 7,500
Environmental - - - - - - -
Right of Way - - - - - - -
Construction Management - - - - - 7,500 7,500
Construction - - - - - 235,000 235,000
Total Capital Costs - - - - - 250,000 250,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - 77,500 - 77,500
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - - - - -
City Facility Impact Fees - - - - 37,500 135,000 - 172,500 Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - - - - 37,500 212,500 - 250,000 25 Section 7, Item A.
16 Solar Power at Community Center
Project LocaƟon Map
26 Section 7, Item A.
17 Auditorium – HVAC/Windows/Insulation
Description
Replace the swamp cooler with an HVAC system and upgrade window/insulation for energy efficiency.

Project Justification
This project is expected to have an ROI of 7 – 10 years in decreased electrical bills. It is currently the top city facility in terms of usage of electricity and gas.

Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - - - 15,000 - - - 15,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - 15,000 - - 15,000
Construction - - - - 135,000 - - 135,000
Total Capital Costs - - - 15,000 150,000 - - 165,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - - - - -
City Facility Impact Fees - 15,000 30,000 60,000 60,000 - - 165,000 Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - 15,000 30,000 60,000 60,000 - - 165,000 27 Section 7, Item A.
18 Auditorium – HVAC/Windows/InsulaƟon
Project LocaƟon Map

28 Section 7, Item A.
19 Knight’s Foundry Building Foundation Rehabilitation
Description
Install rock slope protection and fabric underneath two (2) existing Knight’s Foundry Buildings adjacent to Sutter Creek to protect the building’s foundation.

Project Justification
Recent floods have eroded the creek threatened this historic, city-owned buildings. The Knight Foundry foundation will be approached to help with costs on the project if impact fees are not available. Museums are eligible for Parks impact fees.

Additional detail on costs on page 131
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - 1,000 - 1,000
Preliminary Engineering - - - - - 2,000 - 2,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - - 3,000 - 3,000
Construction - - - - - 24,000 - 24,000
Total Capital Costs - - - - - 30,000 - 30,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - - 30,000 - 30,000
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - - - - - 30,000 - 30,000
29 Section 7, Item A.
20 Knight’s Foundry FoundaƟon Building RehabilitaƟon
Project LocaƟon Map
30 Section 7, Item A.
21 Grammar School - Energy Improvements
Description
Electrify the building with investments in a new heating and cooling system and energy efficient windows.

Project Justification
The City expects to work with the ACUSD to transfer ownership of the property to the City in 2025. The HVAC is failing. Energy improvements will be taken on if there is a clear ROI in the the 7-10 year time frame. Community Centers are eligible to use park impact fees.

Additional detail on costs on page 134
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - - - - 5,000 - - 5,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - 5,000 - - 5,000
Construction - - - - 90,000 - - 90,000
Total Capital Costs - - - - 100,000 - - 100,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - 100,000 - - 100,000
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - - - - 100,000 - - 100,000
31 Section 7, Item A.
22 Grammar School - HVAC
Project LocaƟon Map
32 Section 7, Item A.
23 Grammar School - Floor/Window Remodeling
Description
Capital improvements to remodel this historic building and community center Project Justification
Enable increased usage of the building for additional uses, ensure structural integrity and energy efficiency.

Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - - - - 25,000 - - 25,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - - 25,000 - 25,000
Construction - - - - - 275,000 - 275,000
Total Capital Costs - - - - 25,000 300,000 - 325,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - 50,000 275,000 - 325,000
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - - - - 50,000 275,000 - 325,000 33 Section 7, Item A.
24 Grammar School - Floor/Window Remodeling
Project LocaƟon Map
34 Section 7, Item A.
25 Monte Verde Museum - HVAC
Description
Replace the existing deteriorating HVAC system.

Project Justification
The current system is failing. Building occupants are extremely uncomfortable in both winter and summer.

Additional detail on costs on page 133
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - - - - - 2,500 - 2,500
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - - 2,500 - 2,500
Construction - - - - - 20,000 - 20,000
Total Capital Costs - - - - - 25,000 - 25,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - - 25,000 - 25,000
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - - - - - 25,000 - 25,000
35 Section 7, Item A.
26 Monte Verde Museum - HVAC
Project LocaƟon Map

36 Section 7, Item A.
27 Monte Verde Museum – Floor & Wall Remodel
Description
Remove and replace siding and flooring and construct foundation at the Monte Verde Museum.

Project Justification
This historic, city owned building needs remodeling to maintain structural integrity.

Additional detail on costs on page 132
Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - - - - - 5,000 - 5,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - - 10,000 - 10,000
Construction - - - - - 85,000 - 85,000
Total Capital Costs - - - - - 100,000 - 100,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - - 100,000 - 100,000
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - - - - - 100,000 - 100,000
37 Section 7, Item A.
28 Monte Verde Store – Floor & Wall RehabilitaƟon
Project LocaƟon Map
38 Section 7, Item A.
29 Minnie Provis Park – Playground Shade & Safety Surface Description
Project will add a shade structure to playground, remove the existing bark and install a rubber safety surface.

Project Justification
With the increasing hot summers, we are looking to add more shade structures to several city park facilities Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - 11,000 - - 11,000
Preliminary Engineering - - - - 22,000 - - 22,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - - 33,000 - 33,000
Construction - - - - - 264,000 - 264,000
Total Capital Costs - - - - 33,000 297,000 - 330,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - 50,000 280,000 - 330,000
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - - - - 50,000 280,000 - 330,000 39 Section 7, Item A.
30 Minnie Provis Park – Playground Shade & Safety Surface Project LocaƟon Map
40 Section 7, Item A.
31 Bryson Park – Playground Shade & Safety Surface
Description
Project will add a shade structure to playground, remove the existing bark and install a rubber safety surface.

Project Justification
With the increasing hot summers, we are looking to add more shade structures to several city park facilities Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - 11,500 - - 11,500
Preliminary Engineering - - - - 23,000 - - 23,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - 34,500 - - 34,500
Construction - - - - 276,000 - - 276,000
Total Capital Costs - - - - 345,000 - - 345,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - - 346,000 - - 346,000
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - - - - 346,000 - - 346,000
41 Section 7, Item A.
32 Bryson Park – Playground Shade & Safety Surface
Project LocaƟon Map

42 Section 7, Item A.
33 Central Eureka Mine Walking Trail
Description
Project will add a walking trail, parking area, view areas and signage.

Project Justification
Creation of a new city park as a historic walking trail with scenic views of the countryside and Sutter Creek.

Additional detail on costs on page 121.

Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - 19,250 - - - 19,250
Preliminary Engineering - - - - 38,500 - - 38,500
Environmental/Geotechnical - - - - 40,000 10,000 - 50,000 Right of Way - - - - - - - -
Construction Management - - - - - 57,750 - 57,750
Construction - - - - - 462,000 - 462,000
Total Capital Costs - - - 19,250 78,500 529,750 - 627,500 Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - - - 50,000 47,750 529,750 - 627,500 City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - - - 50,000 47,750 529,750 - 627,500 43 Section 7, Item A.
34 Central Eureka Mine Walking Trail
Project LocaƟon Map
44 Section 7, Item A.
35 Walking Trail – Old Highway 49
Description
This project will create a walking trail along Old Hwy 49 between Highland Drive to Sutter Hill Road.

Project Justification
This project was identified by City Council.

Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to
FY 25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - 14,500 - - - - - 14,500
Planning/Prelim. Engineering - 29,000 - - - - - 29,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - 43,500 - - - 43,500
Construction - - - 348,000 - - - -
Total Capital Costs - 43,500 - 391,500 - - - 435,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - 56,000 139,000 240,000 - - - 435,000 City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - 56,000 139,000 240,000 - - - 435,000 45 Section 7, Item A.
36 Restroom – 8’ x 8’ at Bryson Park
Description
Install a 8’ wide x 8’ long restroom at Bryson Park.

Project Justification
Create a new public restroom for this park.

Additional detail starting on costs on page 125.

Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - 3,000 - - - - - 3,000
Preliminary Engineering - 6,000 - - - - - 6,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - 9,000 - - - - - 9,000
Construction - 72,000 - - - - - 72,000
Total Capital Costs - 90,000 - - - - - 90,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - - - - - - -
Parks Impact Fees - 90,000 - - - - - 90,000
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - 90,000 - - - - - 90,000
46 Section 7, Item A.
37 Restroom – 8’x8’ at Bryson Park
Project LocaƟon Map
47 Section 7, Item A.
38 Police Car Fleet
Description
Rotating update to police car fleet.

Project Justification
Ongoing need as vehicles depreciate over 8 – 12 years.

Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Police Car Purchase - - - - - 74,000 - 74,000
Total Capital Costs - - - - - 74,000 - 74,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total General Fund - - - - - - - -
Unsecured Fund (Grants) - - - - - - - -
Police Capital Impact Fees - - 14,000 20,000 20,000 20,000 - 74,000 Parks Impact Fees - - - - - - - -
City Facility Impact Fees - - - - - - - -
Street Impact Fees - - - - - - - -
Local Sales Tax - - - - - - - -
Total Program Financing - - 14,000 20,000 20,000 20,000 - 74,000

48 Section 7, Item A.
39 Wastewater – Treatment Plant Upgrade
Description
The City of Sutter Creek (City) proposes to improve the Sutter Creek WWTP and identify a new strategy for storage and reuse/disposal of highly treated wastewater, which will be more economic in the long run and more environmentally beneficial. In addition to the WWTP upgrades, the city is looking to enhance the energy and operational efficiency of the plant to address rising energy and operating costs, reduce GHG and become more sustainable.

Project Justification
The current plant is beyond its useful life operating near capacity. The water board has given the City notice that it intends to issue a new permit, with higher treatment requirements. Historically disposal using the state-owned pipeline to Ione’s golf course has created tensions and lawsuits coordinating operations during wet and dry years. The evaluated improvement project consists of upgrades to the Sutter Creek WWTP to produce highly tertiary treated effluent, and to allow for year-round discharge of highly treated quality effluent to Sutter Creek or potential use the recycled water for other beneficial uses like parks irrigation, and landscape to reduce pressure on the water system and be more sustainable.

Notes
This is a multi-year project that exceeds the five year time line. City staff are actively engaged in planning activities.

For purposes of this CIP, we are assuming a $25M loan over 30 years at 3.5% interest, $400,000 in origination fees, leveraging capital reserves and grants or contributions from developers.

Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - - - - - - - -
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - - - - -
Construction - - - - - - - -
Total Capital Costs - - $8M $8M - $8M - $8M - $8-18M - $40-50M Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Connection Fees
Reserves $3,000,000 $3,000,000
Rate payers $1,000,000 $1,000,000 $1,000,000 $3,00,000
Wholesale Customers
Debt 25,000,000 $25,000,000
Grants/Developers - - - 10,000,000 $9,000,000 - - $19,000,000 Total Program Financing - - 29,000,000 $11,000,000 $6,000,000 - - $50,000,000 49 Section 7, Item A.
40 Wastewater Treatment Plant upgrade
Project LocaƟon Map

50 Section 7, Item A.
41 ARSA – Fresh Water Diversion
Description
The freshwater diversion contains a pipeline from Sutter Creek to a wye with two butterfly valves. One side of the wye (after the valve) goes back to Sutter Creek and the other side of the wye (after the valve) has a check valve and then connects to the ARSA pipeline. The butterfly valves are both inoperable and buried in a concrete junction box. The project would investigate if the check valves are operational, replace the butterfly valves and replace the check valve if necessary.

Project Justification
This project is required as part of a lawsuit settlement.

Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - 5,000 - - - - - 5,000
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - 5,000 - - - - - 5,000
Construction - 40,000 - - - - - 40,000
Total Capital Costs - 50,000 - - - - - 50,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Wholesale customers 5,000 5,000
Reserves - 45,000 - - - - - 45,000
Total Program Financing - 50,000 - - - - - 50,000

51 Section 7, Item A.
42 ARSA – Fresh Water Diversion
Project LocaƟon Map
52 Section 7, Item A.
43 ARSA – Henderson Dam Reservoir Under Drain Repair
Description
The Henderson Dam Under Drain Repair project replaces a failing 20” concrete pipe with a new 16” High-Density Polyethylene (HDPE) pipe. Approximately 94 feet of the pipeline will be replaced within an open cut trench outside of the dam footprint. The remainder (approximately 171 feet) of new pipe will be installed using slip lining and an excavation pit located outside of the dam footprint.

Project Justification
This project has been identified by the Division of Safety of Dams (DSOD).

Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - - - - - - - -
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - 80,000 - - - - - 80,000
Construction - 720,000 - - - - - 720,000
Total Capital Costs - 800,000 - - - - - 800,000
Method(s) of Financing
Type of Funds
prior to FY
25/26 FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Reserves 400,000 400,000 - - - - - 800,000
Total Program Financing 400.,000 400,000 - - - - - 800,000 53 Section 7, Item A.
44 ARSA – Henderson Reservoir Under Drain Repair
Project LocaƟon Map
54 Section 7, Item A.
45 ARSA – Henderson Reservoir Replace Pier/Catwalk
Description
Replace the existing deteriorating pier/catwalk at Henderson Reservoir.

Project Justification
If we continue to use Henderson we will need to replace the catwalk for safety and operational reasons Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Surveying - - - - - - - -
Preliminary Engineering - - - 25,000 - - 25,000
Environmental - - - 20,000 - - 20,000
Right of Way - - - - - - - -
Construction Management - - - - - 20,000 - 20,000
Construction - - - - - 135,000 - 135,000
Total Capital Costs - - - - 45,000 155,000 - 200,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Wholesale customers 5,000 5,000 5,000 5,000 20,000
Reserve - - 45,000 45,000 45,000 45,000 - 180,000
Total Program Financing - - 50,000 50,000 50,000 50,000 - 200,000 55 Section 7, Item A.
46 ARSA – Henderson Reservoir Under Drain Repair
Project LocaƟon Map
56 Section 7, Item A.
47 Wastewater – Clarjusters #2
Description
The project will identify what components have failed in the bottom digester portion of the Clarjusters. The project will require the evacuation of all wastewater and sludge and confined space entry. After discovering the condition of the drive and supporting mechanism internals (digester portion) the manufacturer will be contacted and the parts made. A second shutdown will be made to install the manufactured parts.

Project Justification
The Clarjuster is original to the plant over 50 years old and has not been rehabbed in recent history. The cost estimate is a best guess based on the cost of the rehab that occurred with Clarjuster number 1 about 5 to 10 years ago. The Clarjuster is responsible for clarification of the wastewater and some digestion of sludge. Without the Clarjuster additional sludge will accumulate and cost more money for the operation of the WWTP.

Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Equipment Capital - - - 300,000 - - 300,000
Preliminary Engineering - - - - - - - -
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - - - - -
Construction/Inspection - - - 67,000 - - - 67,000
Total Capital Costs - - - 67,000 300,000 - - 367,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Wholesale customers 20,000 40,000
Connection fee - - - 107,000 200,000 - - 367,000
Total Program Financing - - - 127,000 240,000 - - 367,000

57 Section 7, Item A.
48 Wastewater – Clarjusters #2
Project LocaƟon WWTP
Equipment Picture
58 Section 7, Item A.
49 Wastewater – E-Pump Rehab
Description
The Emergency Pumps (E-pump) has only one of two pumps running currently. A spare pump needs to be ordered so that there is backup in case the E-pump goes down (15K). The return valve to the e-pump vault has a hole in the valve so the vault cannot be shut off and isolated. The valve needs to be replaced.

The control panel deck needs to be rebuilt so that there is a solid structure to access the E-pump control panel. The E-pump control panel needs to be rebuilt to allow proper operation.

Project Justification
The E-pump operation is critical to allow the plant to accept flow if the normal pump stop working. Both of the pumps and the control panel are critical to the operation of the WWTP.

Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Equipment 10,000 - - 20,000 - - 10,000 40,000
Preliminary Engineering - - - - - - - -
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - - - - -
Construction - - - 30,000 - - - 30,000
Total Capital Costs 10,000 - - 50,000 - - 10,000 70,000 Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Wholesale customers 1,000 3,000 1,000 5,000
Connection Fee 9,000 - - 47,000 - - 9,000 65,000
Total Program Financing 10,000 - - 50,000 - - 10,000 70,000

59 Section 7, Item A.
50 Wastewater – E-Pump Rehab
Project LocaƟon WWTP
Equipment Picture
Control Panel
Return Valve in E-pump Vault
60 Section 7, Item A.
51 Wastewater – Mechanical Screen Bar
Description
The mechanical bar screen has been repaired many times and is critical to the operation of the WWTP. This is the first line of defense prior to the roto strainers and all the coarse debris is separated from the Wastewater stream. The mechanical bar screen removes coarse solids and moves them to a waste bin.

Project Justification
The mechanical bar screen has had numerous repairs and breaks constantly. Every time the bar screen breaks the operators are forced to install a bin and manually haul the waste to the trash. This fills up a few times a day making operation of the plant 24 hours a day logistically hard without overtime.

Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Equipment - - 75,000 - - - - 75,000
Preliminary Engineering - - - - - - - -
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - - - - -
Construction - - 50,000 - - - - 50,000
Total Capital Costs - - 125,000 - - - - 125,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Wholesale customers 3,000 5,000 8,000
Connection Fees - 47,000 70,000 - - - - 117,000
Total Program Financing - 50,000 75,000 - - - - 125,000

61 Section 7, Item A.
52 Wastewater – Mechanical Screen Bar
Project LocaƟon WWTP
Equipment Picture
62 Section 7, Item A.
53 Wastewater – Trickling Filter Tower
Description
The trickling filter tower works to move wastewater from the center of the trickling filter to the arms to evenly distribute the wastewater over the trickling filter media. Wastewater is leaking from the bottom. The project will investigate the cause of the leaking water (missing seal or broken part) and fix the issue. Along with the fix a VFD will be installed to regulate the speed at which the trickling filter arms move. This will improve the efficiency of the treatment.

Project Justification
The tower is shown leaking out the bottom resulting in wastewater not being treated by the trickling filter media. The wastewater is short circuiting the treatment process.

Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Equipment - - - 35,000 - - - 35,000
Preliminary Engineering - - - - - - - -
Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - - - - - - - -
Construction - - - 40,000 - - - 40,000
Total Capital Costs - - - 75,000 - - - 75,000
Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total

Wholesale customers 1,000 2,000 3,000
Connection fees - - 34,000 38,000 - - - 72,000
Total Program Financing - - 35,000 40,000 - - - 75,000

63 Section 7, Item A.
54 Wastewater – Trickling Filter Tower
Project LocaƟon WWTP
Equipment Picture
64 Section 7, Item A.
55 Inϐiltration and Inϐlow (I/I) Wastewater Line Replacement Description
Currently the WWTP experiences peak wet weather influent flows over 8 times the normal dry weather flows due to inflow and infiltration (I&I) issues in the collection system piping. City staff have identified over 12,000 lineal feet of the collection system main piping that appears to be compromised. Meters installed to triage the worse locations. Due to the uncertain nature of fixing this issue we have budgeted by the linear foot. We have a long list of streets and areas to repair. We will prioritize and fix them up to the number of feet budgeted per year Project Justification
Fixing the I&I issues in the collection system has a two-fold effect. Number one, it allows the plant to operate without spilling into the creek due to the limited emergency capacity of the system. Number two, it reduces the flow that the new WWTP will need to be designed to, which reduces the cost of the new WWTP. We modelled spending $400,000 per year on I/I. Based on the cost estimate of $200/lineal foot that would allow approximately 2,000 feet of pipe to be replaced each year, which means we could fix all the known main problems in six years.

Notes
Estimated Project Costs
Type of Expenditure
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total Equipment - - - - - - - -
Preliminary Engineering - 10,000 10,000 10,000 10,000 10,000 10,000 60,000 Environmental - - - - - - - -
Right of Way - - - - - - - -
Construction Management - 30,000 30,000 30,000 30,000 30,000 30,000 $180,000 Construction - 360,000 360,000 360,000 360,000 360,000 360,000 $2,160,000 Total Capital Costs - $400,000 $400,000 $400,000 $400,000 $400,000 $400,000 $2,400,000 Method(s) of Financing
Type of Funds
Expenses
prior to FY
25/26
FY 25/26 FY 26/27 FY 27/28 FY 28/29 FY 29/30 Future $ Total

Wholesale customers 40,000 40,000 40,000 40,000 40,000 40,000 $240,000 Wastewater Rates - 360,000 360,000 360,000 360,000 360,000 360,000 $2,160,000 Total Program Financing - $400,000 $400,000 $400,000 $400,000 $400,000 $400,000 $2,400,000

65 Section 7, Item A.
56 I/I
Project LocaƟon – MulƟple, all over the city
Section # Lineal feet Nearest Street Estimated cost
P-48 150 Cole Street $30,000
P-49 396 Gopher Flat Road $79,200
P-65 64 Gopher Flat Road $12,800
P-66 114 Boston Alley $22,800
P-67 96 Gopher Flat Road $19,200
P-68 85 Gopher Flat Road $17,000
P-69 50 Gopher Flat Road $10,000
P-70 50 Gopher Flat Road $10,000
P-94 360 Plaza Street $72,000
P-96 148 Randolph $29,600
P-104 (.1, .2, .3) 396 Across Broadway $79,200
P-100.1 627 Eureka St $125,400
P-108 378 South of Eureka $75,600
P-118 272 Greenstone Terrace $54,400
P-120 128 Greenstone Terrace $25,600
P-121 108 Greenstone Terrace $21,600
P-129 353 Creek $70,600
P-116 314 Greenstone Terrace $62,800
P-117 295 Greenstone Terrace $59,000
P-264 197 Main Street $39,400
P-265 495 Main Street $99,000
P-263 198 Worley $39,600
P-262 139 Worley $27,800
P-261 277 Leiby Avenue $55,400
P-266 450 Dennis Street $90,000
P-257 182 Hwy 49 $36,400
P-166 336 Behind Oro Madre $67,200
P-167 30 Behind Oro Madre $6,000
P-168 105 Behind Oro Madre $21,000
P-173.1 92 El Terrado $18,400
P-173 254 El Terrado $50,800
P-174.1 80 El Terrado $16,000
P-114 (.0, .1, .2) 227 Behind Sutter Street $45,400
P-324 122 Behind Spanish Street $24,400
P-326 127 Behind Spanish Street $25,400
P-327 222 Behind Spanish Street $44,400
P-329 90 Behind Spanish Street $18,000
P-331 151 Behind Spanish Street $30,200
66 Section 7, Item A.
57 P-332 401 Behind Spanish Street $80,200
P-288 298 Below David backyard $59,600
P-289 150 Below David backyard $30,000
P-283 103 David Drive $20,600
P-282 50 David Drive $10,000
P-281 186 David Drive $37,200
P-280 119
P-279 121
P-278 75
P-277 158 Mark Lane (Sutter Oaks 2) $31,600
P-255 35 Old 49 $7,000
P-254 103 Old 49 $20,600
P-253 35 Old 49 $7,000
P-251 285 Behind foothill drive $57,000
P-250 249 Behind foothill drive $49,800
P-227 564 Old 49 $112,800
P-226 126 Old 49 $25,200
P-400 407 Independence Drive $81,400
P-399 438 Academy Drive $87,600
P-398 242 Academy Drive $48,400
Total lineal feet 12,303 $2,460,600
67 Section 7, Item A.
58 APPENDIX A – ADDITIONAL DETAIL AND FUTURE PROJECTS
68 Section 7, Item A.
59 Project Title: Location:

Marre Street Rehabilitation Marre Street from Mill Street to End Project Identified By:

Pavement Management Program Report –
Pavement Condition Index (PCI) = 8, which is the
worst rated street in town.

Work Description:

Install 2” asphalt concrete for approximately
400 L.F. of road and drainage improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $115,875.00 $115,875.00
Construction Contingency (20%) $ 23,175.00
Surveying (5%) $ 5,793.75
Engineering (10%) $ 11,587.50
Construction Management (15%) $ 17,381.25
Subtotal $ 57,937.50
Total Estimated Cost (after project bid, at project award) $173,812.50 The cost estimate herein is based on our perception of current conditions at the project location. This estimate reflects our opinion of probable costs at this time and is subject to change as the project design matures. WGA has no control over variances in the cost of labor, materials, equipment, services provided by others, contractor’s methods of determining prices, competitive bidding or market conditions, practices or bidding strategies. WGA cannot and does not warrant or guarantee that proposals, bids, or actual construction costs will not vary from the cost presented herein. 69 Section 7, Item A.
60 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

MARRE STREET REHABILITATION

FROM MILL STREET TO END
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 TRAFFIC CONTROL DAY 2 $2,500.00 $5,000.00
3 CLEARING & GRUBBING DAY 1 $5,000.00 $5,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 100 $400.00 $40,000.00 6 ASPHALT CONCRETE TON 105 $350.00 $36,750.00
7 AGGREGATE BASE TON 60 $100.00 $6,000.00
8 ADJUST WATER METER BOX TO GRADE EACH 1 $750.00 $750.00 9 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
10 ASPHALT CONCRETE DIKE LF 300 $20.00 $6,000.00
11 REGRADE EXISTING DRAINAGE DITCH LF 125 $15.00 $1,875.00 12 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $115,875.00
CONSTRUCTION CONTINGENCY (20%) $23,175.00
SURVEYING (5%) $5,793.75
ENGINEERING (10%) $11,587.50
CONSTRUCTION MANAGEMENT (15%) $17,381.25
TOTAL PROJECT COST $173,812.50

70 Section 7, Item A.
61 Project Title: Location:

Gold Dust Trail Rehabilitation Church Street Intersection to 30 Gold Dust Trail Project Identified By:

Pavement Management Program Report –
Pavement Condition Index (PCI) = 9, which
is the second worst rated street in town.

Work Description:

Install 2” asphalt concrete for approximately
275 L.F. of road and drainage
improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $93,875.00 $ 93,875.00
Construction Contingency (20%) $ 18,775.00
Surveying (5%) $ 4,693.75
Engineering (10%) $ 9,387.50
Construction Management (15%) $ 14,081.25
Subtotal $ 46,937.50
Total Estimated Cost (after project bid, at project award) $140,812.50

71 Section 7, Item A.
62 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

GOLD DUST TRAIL REHABILITATION
FROM CHURCH STREET INTERSECTION TO 30 GOLD DUST TRAIL
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 TRAFFIC CONTROL DAY 2 $2,500.00 $5,000.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 25 $400.00 $10,000.00 6 ASPHALT CONCRETE TON 125 $350.00 $43,750.00
7 AGGREGATE BASE TON 20 $100.00 $2,000.00
8 ADJUST MANHOLE TO GRADE EACH 1 $2,500.00 $2,500.00
9 ADJUST WATER METER BOX TO GRADE EACH 1 $750.00 $750.00 10 ADJUST WATER VALVE BOX TO GRADE EACH 3 $750.00 $2,250.00 11 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
12 ASPHALT CONCRETE DIKE LF 100 $20.00 $2,000.00
13 REGRADE EXISTING DRAINAGE DITCH LF 75 $15.00 $1,125.00 14 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $93,875.00
CONSTRUCTION CONTINGENCY (20%) $18,775.00
SURVEYING (5%) $4,693.75
ENGINEERING (10%) $9,387.50
CONSTRUCTION MANAGEMENT (15%) $14,081.25
TOTAL PROJECT COST $140,812.50

72 Section 7, Item A.
63 Project Title: Location:

Greenstone Terrace Rehabilitation Church Street Intersection to 40 Greenstone Terrace Project Identified By:

Pavement Management Program Report –
Pavement Condition Index (PCI) = 14, which
is the fourth worst rated street in town.

Work Description:

Install 2” asphalt concrete for approximately
400 L.F. of road and drainage
improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $141,700.00 $141,700.00
Construction Contingency (20%) $ 28,340.00
Surveying (5%) $ 7,085.00
Engineering (10%) $ 14,170.00
Construction Management (15%) $ 21,255.00
Subtotal $ 70,850.00
Total Estimated Cost (after project bid, at project award) $212,550.00

73 Section 7, Item A.
64 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

GREENSTONE TERRACE REHABILITATION
FROM CHURCH STREET INTERSECTION TO 40 GREENSTONE TERRACE 8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 5 $2,500.00 $12,500.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 25 $400.00 $10,000.00 6 ASPHALT CONCRETE TON 125 $350.00 $43,750.00
7 AGGREGATE BASE TON 75 $100.00 $7,500.00
8 ADJUST MANHOLE TO GRADE EACH 2 $2,500.00 $5,000.00
9 ADJUST WATER METER BOX TO GRADE EACH 1 $750.00 $750.00 10 ADJUST WATER VALVE BOX TO GRADE EACH 2 $750.00 $1,500.00 11 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
12 STORM DRAIN INLET EACH 1 $5,000.00 $5,000.00
13 12-INCH DIAMETER STORM DRAIN LF 120 $160.00 $19,200.00 14 REGRADE EXISTING DRAINAGE DITCH LF 500 $15.00 $7,500.00 15 CEMENT SLURRY BACKFILL CY 10 $200.00 $2,000.00
16 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $141,700.00
CONSTRUCTION CONTINGENCY (20%) $28,340.00
SURVEYING (5%) $7,085.00
ENGINEERING (10%) $14,170.00
CONSTRUCTION MANAGEMENT (15%) $21,255.00
TOTAL PROJECT COST $212,550.00

74 Section 7, Item A.
65 Project Title: Location:

Hanford Street Bicycle & Sidewalk
Improvements Spanish Street to Hanford House
Project Identified By:

Table 3.14 of the Circulation Element
(Project ID MM-2).

Work Description:

Install 2,450 LF of curb, gutter, and sidewalk
on west side of Hanford Street and 2”
asphalt concrete overlay on the west side of
Hanford Street for bicycle lane and drainage
improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $1,378,275.00 $1,378,275.00
Construction Contingency (20%) $ 275,655.00
Surveying (5%) $ 68,913.75
Engineering (10%) $ 137,827.50
Construction Management (15%) $ 206,741.25
Subtotal $ 689,137.50
Total Estimated Cost (after project bid, at project award) $2,067,412.50

75 Section 7, Item A.
66 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

HANFORD STREET BICYCLE & SIDEWALK IMPROVEMENTS

FROM SPANISH STREET TO HANFORD HOUSE
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING
UTILITIES DAY 6 $2,500.00 $15,000.00
2 TRAFFIC CONTROL DAY 40 $2,500.00 $100,000.00
3 CLEARING & GRUBBING DAY 15 $5,000.00 $75,000.00
4 ASPHALT CONCRETE GRIND DAY 4 $6,000.00 $24,000.00
5 ASPHALT CONCRETE TON 850 $250.00 $212,500.00
6 AGGREGATE BASE TON 1,600 $100.00 $160,000.00
7 CONCRETE CURB & GUTTER LF 2,450 $50.00 $122,500.00
8 CONCRETE SIDEWALK SF 8,800 $16.00 $140,800.00
9 CONCRETE SIDEWALK AT DRIVEWAYS SF 3,200 $18.00 $57,600.00 10 CONCRETE ADA RAMP EACH 11 $5,000.00 $55,000.00
11 CONCRETE STEM WALL (0-2 FT.

HEIGHT) LF 1,075 $75.00 $80,625.00
12 CONCRETE RETAINING WALL LF 320 $200.00 $64,000.00
13 CONCRETE DRIVEWAY REST. SF 1,000 $16.00 $16,000.00
14 ASPHALT CONCRETE DRIVEWAY
REST. SF 3,000 $10.00 $30,000.00
15 MIDWEST GUARD RAIL LF 850 $100.00 $85,000.00
16 18-INCH DIAMETER STORM DRAIN LF 150 $200.00 $30,000.00 17 STORM DRAIN INLET EACH 6 $5,000.00 $30,000.00
18 ROCK SLOPE PROTECTION TON 20 $150.00 $3,000.00
19 ADJUST MANHOLE TO GRADE EACH 1 $2,500.00 $2,500.00
20 ADJUST WATER VALVE BOX TO
GRADE EACH 10 $750.00 $7,500.00
21 ADJUST WATER METER TO GRADE EACH 7 $750.00 $5,250.00 22 ADJUST WATER VAULT TO GRADE EACH 2 $5,000.00 $10,000.00 23 SIGNING AND STRIPING LS 1 $25,000.00 $25,000.00
24 EROSION CONTROL DAY 2 $5,000.00 $10,000.00
25 CEMENT SLURRY BACKFILL CY 80 $200.00 $16,000.00
26 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $1,378,275.00
CONSTRUCTION CONTINGENCY (20%) $275,655.00
SURVEYING (5%) $68,913.75
ENGINEERING (10%) $137,827.50
CONSTRUCTION MANAGEMENT (15%) $206,741.25
TOTAL PROJECT COST $2,067,412.50
76 Section 7, Item A.
67 Project Title: Location:

South Main Street Rehabilitation Church Street to Sutter Hill Road Project Identified By:

City Staff. Project location was not listed in
Pavement Management Program Report.

Work Description:

Install 2” asphalt concrete for approximately
1,350 L.F. of road improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $249,500.00 $249,500.00
Construction Contingency (20%) $ 49,900.00
Surveying (5%) $ 12,475.00
Engineering (10%) $ 24,950.00
Construction Management (15%) $ 37,425.00
Subtotal $ 124,750.00
Total Estimated Cost (after project bid, at project award) $374,250.00

77 Section 7, Item A.
68 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

SOUTH MAIN STREET REHABILITATION

FROM CHURCH STREET TO SUTTER HILL ROAD
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 8 $2,500.00 $20,000.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 3 $6,000.00 $18,000.00
5 ASPHALT CONCRETE TON 600 $250.00 $150,000.00
6 AGGREGATE BASE TON 100 $100.00 $10,000.00
7 ADJUST MANHOLE TO GRADE EACH 4 $2,500.00 $10,000.00
8 ADJUST WATER VALVE BOX TO GRADE EACH 2 $750.00 $1,500.00 9 SIGNING AND STRIPING LS 1 $10,000.00 $10,000.00
10 REGRADE EXISTING DRAINAGE DITCH LF 1,000 $15.00 $15,000.00 CONSTRUCTION SUBTOTAL $249,500.00
CONSTRUCTION CONTINGENCY (20%) $49,900.00
SURVEYING (5%) $12,475.00
ENGINEERING (10%) $24,950.00
CONSTRUCTION MANAGEMENT (15%) $37,425.00
TOTAL PROJECT COST $374,250.00

78 Section 7, Item A.
69 Project Title: Location:

Hanford Street Rehabilitation Gopher Flat Road to Sutter Creek Trading Post Project Identified By:

City Staff. Project location was not listed in
Pavement Management Program Report.

Work Description:

Install 2” asphalt concrete for approximately
600 L.F. of road and drainage
improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $239,500.00 $239,500.00
Construction Contingency (20%) $ 47,900.00
Surveying (5%) $ 11,975.00
Engineering (10%) $ 23,950.00
Construction Management (15%) $ 35,925.00
Subtotal $ 119,750.00
Total Estimated Cost (after project bid, at project award) $359,250.00

79 Section 7, Item A.
70 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

HANFORD STREET REHABILITATION

FROM GOPHER FLAT ROAD TO SUTTER CREEK TRADING POST
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 8 $2,500.00 $20,000.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 2 $6,000.00 $12,000.00
5 ASPHALT CONCRETE TON 300 $350.00 $105,000.00
6 ADJUST WATER VALVE BOX TO GRADE EACH 2 $750.00 $1,500.00 7 SIGNING AND STRIPING LS 1 $10,000.00 $10,000.00
8 18-INCH DIAMETER STORM DRAIN LF 300 $200.00 $60,000.00 9 STORM DRAIN INLET EACH 3 $5,000.00 $15,000.00
10 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $239,500.00
CONSTRUCTION CONTINGENCY (20%) $47,900.00
SURVEYING (5%) $11,975.00
ENGINEERING (10%) $23,950.00
CONSTRUCTION MANAGEMENT (15%) $35,925.00
TOTAL PROJECT COST $359,250.00

80 Section 7, Item A.
71 Project Title: Location:

Spanish Street Rehabilitation Main Street to North Amelia Street Project Identified By:

City Staff and Pavement Management
Program Report – Pavement Condition
Index (PCI) = 34-44.

Work Description:

Install 2” asphalt concrete for approximately
1,800 L.F. of road and drainage
improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $400,000.00 $400,000.00
Construction Contingency (20%) $ 80,000.00
Surveying (5%) $ 20,000.00
Engineering (10%) $ 40,000.00
Construction Management (15%) $ 60,000.00
Subtotal $ 200,000.00
Total Estimated Cost (after project bid, at project award) $600,000.00

81 Section 7, Item A.
72 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

SPANISH STREET REHABILITATION

FROM MAIN STREET TO NORTH AMELIA STREET
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 6 $2,500.00 $15,000.00
3 CLEARING & GRUBBING DAY 4 $5,000.00 $20,000.00
4 ASPHALT CONCRETE GRIND DAY 2 $6,000.00 $12,000.00
5 ASPHALT CONCRETE TON 800 $250.00 $200,000.00
6 AGGREGATE BASE TON 75 $100.00 $7,500.00
7 ADJUST MANHOLE TO GRADE EACH 6 $2,500.00 $15,000.00
8 ADJUST WATER METER BOX TO GRADE EACH 8 $750.00 $6,000.00 9 ADJUST WATER VALVE BOX TO GRADE EACH 20 $750.00 $15,000.00 10 18-INCH DIAMETER STORM DRAIN LF 300 $200.00 $60,000.00 11 STORM DRAIN INLET EACH 5 $5,000.00 $25,000.00
12 CEMENT SLURRY BACKFILL CY 30 $200.00 $6,000.00
13 UNSUITABLE MATERIAL CY 35 $100.00 $3,500.00
14 SIGNING AND STRIPING LS 1 $10,000.00 $10,000.00
CONSTRUCTION SUBTOTAL $400,000.00
CONSTRUCTION CONTINGENCY (20%) $80,000.00
SURVEYING (5%) $20,000.00
ENGINEERING (10%) $40,000.00
CONSTRUCTION MANAGEMENT (15%) $60,000.00
TOTAL PROJECT COST $600,000.00
82 Section 7, Item A.
73 Project Title: Location:

Patricia Lane Microsurfacing Old Highway 49 to End of Street Project Identified By:

City Sanitary Sewer CIP indicates sanitary
sewer main replacement on this street. City
would resurface street after this work is
completed.

Work Description:

Install asphalt concrete dig outs for
approximately 15% of the roadway and
install microsurfacing for approximately
2,000 L.F. of road.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $188,000.00 $188,000.00
Construction Contingency (20%) $ 37,600.00
Surveying (5%) $ 9,400.00
Engineering (10%) $ 18,800.00
Construction Management (15%) $ 28,200.00
Subtotal $ 94,000.00
Total Estimated Cost (after project bid, at project award) $282,000.00

83 Section 7, Item A.
74 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE
PATRICIA LANE 15% DIG OUTS & MICROSURFACING
FROM OLD HIGHWAY 49 TO END OF STREET
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 4 $2,500.00 $10,000.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE TON 115 $350.00 $40,250.00
6 AGGREGATE BASE TON 20 $100.00 $2,000.00
7 MICROSURFACING SF 60,000 $1.75 $105,000.00
8 CONCRETE CURB & GUTTER LF 50 $50.00 $2,500.00
9 ADJUST WATER METER BOX TO GRADE EACH 2 $750.00 $1,500.00 10 ADJUST WATER VALVE BOX TO GRADE EACH 1 $750.00 $750.00 11 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
CONSTRUCTION SUBTOTAL $188,000.00
CONSTRUCTION CONTINGENCY (20%) $37,600.00
SURVEYING (5%) $9,400.00
ENGINEERING (10%) $18,800.00
CONSTRUCTION MANAGEMENT (15%) $28,200.00
TOTAL PROJECT COST $282,000.00

84 Section 7, Item A.
75 Project Title: Location:

Judy Drive Microsurfacing Entire Street
Project Identified By:

City Sanitary Sewer CIP indicates sanitary
sewer main replacement on this street. City
would resurface street after this work is
completed.

Work Description:

Install asphalt concrete dig outs for
approximately 15% of the roadway and
install microsurfacing for approximately
1,400 L.F. of road.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $142,500.00 $142,500.00
Construction Contingency (20%) $ 28,500.00
Surveying (5%) $ 7,125.00
Engineering (10%) $ 14,250.00
Construction Management (15%) $ 21,375.00
Subtotal $ 71,250.00
Total Estimated Cost (after project bid, at project award) $213,750.00

85 Section 7, Item A.
76 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE
JUDY DRIVE 15% DIGOUTS & MICROSURFACING

ENTIRE STREET
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 4 $2,500.00 $10,000.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE TON 75 $350.00 $26,250.00
6 AGGREGATE BASE TON 20 $100.00 $2,000.00
7 MICROSURFACING SF 40,000 $1.75 $70,000.00
8 ADJUST WATER METER BOX TO GRADE EACH 3 $750.00 $2,250.00 9 ADJUST WATER VALVE BOX TO GRADE EACH 8 $750.00 $6,000.00 10 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
CONSTRUCTION SUBTOTAL $142,500.00
CONSTRUCTION CONTINGENCY (20%) $28,500.00
SURVEYING (5%) $7,125.00
ENGINEERING (10%) $14,250.00
CONSTRUCTION MANAGEMENT (15%) $21,375.00
TOTAL PROJECT COST $213,750.00

86 Section 7, Item A.
77 Project Title: Location:

Sutter Hill Road Rehabilitation Main Street to Eureka Road Project Identified By:

City Staff.

Work Description:

Install 2” asphalt concrete for approximately
2,250 L.F. of road and drainage
improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $468,750.00 $468,750.00
Construction Contingency (20%) $ 93,750.00
Surveying (5%) $ 23,437.50
Engineering (10%) $ 46,875.00
Construction Management (15%) $ 70,312.50
Subtotal $ 234,375.00
Total Estimated Cost (after project bid, at project award) $703,125.00

87 Section 7, Item A.
78 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

SUTTER HILL ROAD REHABILITATION

FROM MAIN STREET TO EUREKA ROAD
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 8 $2,500.00 $20,000.00 2 TRAFFIC CONTROL DAY 12 $2,500.00 $30,000.00
3 CLEARING & GRUBBING DAY 6 $5,000.00 $30,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 100 $400.00 $40,000.00 6 ASPHALT CONCRETE TON 700 $250.00 $175,000.00
7 AGGREGATE BASE TON 150 $100.00 $15,000.00
8 ADJUST MANHOLE TO GRADE EACH 3 $2,500.00 $7,500.00
9 ADJUST WATER VALVE BOX TO GRADE EACH 3 $750.00 $2,250.00 10 18-INCH DIAMETER STORM DRAIN LF 310 $200.00 $62,000.00 11 CEMENT SLURRY BACKFILL CY 80 $200.00 $16,000.00
12 REGRADE EXISTING DRAINAGE DITCH LF 3,000 $15.00 $45,000.00 13 UNSUITABLE MATERIAL CY 100 $100.00 $10,000.00
14 SIGNING AND STRIPING LS 1 $10,000.00 $10,000.00
CONSTRUCTION SUBTOTAL $468,750.00
CONSTRUCTION CONTINGENCY (20%) $93,750.00
SURVEYING (5%) $23,437.50
ENGINEERING (10%) $46,875.00
CONSTRUCTION MANAGEMENT (15%) $70,312.50
TOTAL PROJECT COST $703,125.00

88 Section 7, Item A.
79 Project Title: Location:

Old Ridge Road Rehabilitation Sutter Hill Road to Eureka Road Project Identified By:

City Staff.

Work Description:

Install 2” asphalt concrete for approximately
1,600 L.F. of road improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $200,750.00 $200,750.00
Construction Contingency (20%) $ 40,150.00
Surveying (5%) $ 10,037.50
Engineering (10%) $ 20,075.00
Construction Management (15%) $ 30,112.50
Subtotal $ 100,375.00
Total Estimated Cost (after project bid, at project award) $301,125.00

89 Section 7, Item A.
80 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

OLD RIDGE ROAD REHABILITATION

FROM SUTTER HILL ROAD TO EUREKA ROAD
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 4 $2,500.00 $10,000.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 50 $400.00 $20,000.00 6 ASPHALT CONCRETE TON 350 $350.00 $122,500.00
7 AGGREGATE BASE TON 50 $100.00 $5,000.00
8 ADJUST MANHOLE TO GRADE EACH 4 $2,500.00 $10,000.00
9 ADJUST WATER METER BOX TO GRADE EACH 3 $750.00 $2,250.00 10 SIGNING AND STRIPING LS 1 $10,000.00 $10,000.00
CONSTRUCTION SUBTOTAL $200,750.00
CONSTRUCTION CONTINGENCY (20%) $40,150.00
SURVEYING (5%) $10,037.50
ENGINEERING (10%) $20,075.00
CONSTRUCTION MANAGEMENT (15%) $30,112.50
TOTAL PROJECT COST $301,125.00

90 Section 7, Item A.
81 Project Title: Location:

Church Street Rehabilitation Greenstone Terrace to City Limit Project Identified By:

City Staff.

Work Description:

Install 2” asphalt concrete for approximately
1,100 L.F. of road and drainage
improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $206,500.00 $206,500.00
Construction Contingency (20%) $ 41,300.00
Surveying (5%) $ 10,325.00
Engineering (10%) $ 20,650.00
Construction Management (15%) $ 30,975.50
Subtotal $ 103,250.00
Total Estimated Cost (after project bid, at project award) $309,750.00

91 Section 7, Item A.
82 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

CHURCH STREET REHABILITATION

FROM GREENSTONE TERRACE TO CITY LIMIT
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 6 $2,500.00 $15,000.00
3 CLEARING & GRUBBING DAY 1 $5,000.00 $5,000.00
4 ASPHALT CONCRETE GRIND DAY 2 $6,000.00 $12,000.00
5 ASPHALT CONCRETE LEVELING
COURSE TON 80 $400.00 $32,000.00
6 ASPHALT CONCRETE TON 300 $350.00 $105,000.00
7 AGGREGATE BASE TON 75 $100.00 $7,500.00
8 REGRADE EXISTING DRAINAGE DITCH LF 1,000 $15.00 $15,000.00 9 SIGNING AND STRIPING LS 1 $10,000.00 $10,000.00
CONSTRUCTION SUBTOTAL $206,500.00
CONSTRUCTION CONTINGENCY (20%) $41,300.00
SURVEYING (5%) $10,325.00
ENGINEERING (10%) $20,650.00
CONSTRUCTION MANAGEMENT (15%) $30,975.00
TOTAL PROJECT COST $309,750.00

92 Section 7, Item A.
83 Project Title: Location:

Badger Street Road Rehabilitation Badger Street Bridge Conform to Karsan Drive Project Identified By:

City Staff.

Work Description:

Mill and Fill 2” asphalt concrete for
approximately 1,300 L.F. of road and
drainage improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $259,500.00 $259,500.00
Construction Contingency (20%) $ 51,900.00
Surveying (5%) $ 12,975.00
Engineering (10%) $ 25,950.00
Construction Management (15%) $ 38,925.00
Subtotal $ 129,750.00
Total Estimated Cost (after project bid, at project award) $389,250.00

93 Section 7, Item A.
84 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

BADGER STREET ROAD REHABILITATION

FROM BRIDGE CONFORM TO KARSAN DRIVE
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 6 $2,500.00 $15,000.00
3 CLEARING & GRUBBING DAY 4 $5,000.00 $20,000.00
4 ASPHALT CONCRETE GRIND DAY 2 $6,000.00 $12,000.00
5 ASPHALT CONCRETE TON 450 $250.00 $112,500.00
6 AGGREGATE BASE TON 40 $100.00 $4,000.00
7 ADJUST MANHOLE TO GRADE EACH 2 $2,500.00 $5,000.00
8 ADJUST WATER METER BOX TO GRADE EACH 7 $750.00 $5,250.00 9 ADJUST WATER VALVE BOX TO GRADE EACH 5 $750.00 $3,750.00 10 18-INCH DIAMETER STORM DRAIN LF 250 $200.00 $50,000.00 11 STORM DRAIN INLET EACH 4 $5,000.00 $20,000.00
12 FENCING LF 40 $50.00 $2,000.00
13 CEMENT SLURRY BACKFILL CY 20 $200.00 $4,000.00
14 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $259,500.00
CONSTRUCTION CONTINGENCY (20%) $51,900.00
SURVEYING (5%) $12,975.00
ENGINEERING (10%) $25,950.00
CONSTRUCTION MANAGEMENT (15%) $38,925.00
TOTAL PROJECT COST $389,250.00

94 Section 7, Item A.
85 Project Title: Location:

Gopher Flat Road Rehabilitation Main Street to Cole Street Project Identified By:

Table 3.14 of the Circulation Element
(Project ID MM-1).

Work Description:

Install 2” asphalt concrete for approximately
1,100 L.F. of road, drainage and ADA
improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $539,250.00 $539,250.00
Construction Contingency (20%) $ 107,850.00
Surveying (5%) $ 26,962.50
Engineering (10%) $ 53,925.00
Construction Management (15%) $ 80,887.50
Subtotal $ 269,625.00
Total Estimated Cost (after project bid, at project award) $808,875.00

95 Section 7, Item A.
86 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

GOPHER FLAT REHABILITATION

FROM MAIN STREET TO COLE STREET
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING
UTILITIES DAY 4 $2,500.00 $10,000.00
2 TRAFFIC CONTROL DAY 30 $2,500.00 $75,000.00
3 CLEARING & GRUBBING DAY 5 $5,000.00 $25,000.00
4 ASPHALT CONCRETE GRIND DAY 2 $6,000.00 $12,000.00
5 ASPHALT CONCRETE TON 600 $250.00 $150,000.00
6 AGGREGATE BASE TON 100 $100.00 $10,000.00
7 EARTHWORK LS 1 $10,000.00 $10,000.00
8 CONCRETE ADA RAMP EACH 5 $5,000.00 $25,000.00
9 12-INCH DIAMETER STORM DRAIN LF 200 $160.00 $32,000.00 10 STORM DRAIN INLET EACH 2 $5,000.00 $10,000.00
11 RECONSTRUCT CONCRETE BOX
CULVERT LF 50 $2,000.00 $100,000.00
12 ADJUST MANHOLE TO GRADE EACH 7 $2,500.00 $17,500.00
13 ADJUST WATER VALVE BOX TO GRADE EACH 12 $750.00 $9,000.00 14 ADJUST WATER METER TO GRADE EACH 1 $750.00 $750.00
15 SIGNING AND STRIPING LS 1 $25,000.00 $25,000.00
16 TREE REMOVAL EACH 2 $5,000.00 $10,000.00
17 EROSION CONTROL DAY 1 $5,000.00 $5,000.00
18 CEMENT SLURRY BACKFILL CY 50 $200.00 $10,000.00
19 UNSUITABLE MATERIAL CY 30 $100.00 $3,000.00
CONSTRUCTION SUBTOTAL $539,250.00
CONSTRUCTION CONTINGENCY (20%) $107,850.00
SURVEYING (5%) $26,962.50
ENGINEERING (10%) $53,925.00
CONSTRUCTION MANAGEMENT (15%) $80,887.50
TOTAL PROJECT COST $808,875.00

96 Section 7, Item A.
87 Project Title: Location:

Gopher Flat Road Widening &
Rehabilitation Cole Street to 248 Gopher Flat Road
Project Identified By:

Table 3.14 of the Circulation Element
(Project ID MM-1).

Work Description:

Install curb, gutter and sidewalk and widen
existing roadway to City Standards. Also
install 2” asphalt concrete for approximately
1,800 L.F. of road, drainage and ADA
improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $1,776,450.00 $1,776,450.00
Construction Contingency (20%) $ 355,290.00
Surveying (5%) $ 88,822.50
Engineering (10%) $ 177,645.00
Construction Management (15%) $ 266,467.50
Subtotal $ 888,225.00
Environmental Document $ 50,000.00
Right of Way Acquisition $ 50,000.00
Total Estimated Cost (after project bid, at project award) $2,764,675.00

97 Section 7, Item A.
88 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

GOPHER FLAT ROAD WIDENING & REHABILITATION
FROM COLE STREET TO 248 GOPHER FLAT ROAD
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING
UTILITIES DAY 10 $2,500.00 $25,000.00
2 TRAFFIC CONTROL DAY 80 $2,500.00 $200,000.00
3 CLEARING & GRUBBING DAY 10 $5,000.00 $50,000.00
4 ASPHALT CONCRETE GRIND DAY 2 $6,000.00 $12,000.00
5 ASPHALT CONCRETE TON 1,200 $250.00 $300,000.00
6 AGGREGATE BASE TON 1,600 $100.00 $160,000.00
7 EARTHWORK LS 1 $250,000.00 $250,000.00
8 TREE REMOVAL EACH 15 $5,000.00 $75,000.00
9 CONCRETE CURB & GUTTER LF 2,000 $50.00 $100,000.00
10 CONCRETE SIDEWALK SF 7,000 $16.00 $112,000.00
11 CONCRETE SIDEWALK AT DRIVEWAYS SF 1,000 $18.00 $18,000.00 12 CONCRETE ADA RAMP EACH 1 $5,000.00 $5,000.00
13 CONCRETE STEM WALL (0-2 FT HT.) LF 380 $75.00 $28,500.00 14 REGRADE EXISTING DITCH LF 600 $15.00 $9,000.00
15 12-INCH DIAMETER STORM DRAIN LF 270 $160.00 $43,200.00 16 STORM DRAIN INLET EACH 6 $5,000.00 $30,000.00
17 ROCK SLOPE PROTECTION TON 100 $150.00 $15,000.00
18 ADJUST MANHOLE TO GRADE EACH 6 $2,500.00 $15,000.00
19 ADJUST WATER VALVE BOX TOGRADE EACH 3 $750.00 $2,250.00 20 ADJUST WATER METER TO GRADE EACH 6 $750.00 $4,500.00 21 RELOCATE FIRE HYDRANT EACH 1 $2,000.00 $2,000.00
22 FENCING LF 1,300 $50.00 $65,000.00
23 SIGNING AND STRIPING LS 1 $10,000.00 $10,000.00
24 EROSION CONTROL DAY 4 $5,000.00 $20,000.00
25 CEMENT SLURRY BACKFILL CY 100 $200.00 $20,000.00
26 UNSUITABLE MATERIAL CY 50 $100.00 $5,000.00
27 UTILITY POLE RELOCATION EACH 4 $50,000.00 $200,000.00 CONSTRUCTION SUBTOTAL $1,776,450.00
CONSTRUCTION CONTINGENCY (20%) $355,290.00
SURVEYING (5%) $88,822.50
ENGINEERING (10%) $177,645.00
CONSTRUCTION MANAGEMENT (15%) $266,467.50
ENVIRONMENTAL DOCUMENT $50,000.00
RIGHT OF WAY ACQUISITION $50,000.00
TOTAL PROJECT COST $2,764,675.00
98 Section 7, Item A.
89 Project Title: Location:

Gopher Flat Road Rehabilitation 248 Gopher Flat Road to Golden Hills Drive Project Identified By:

Table 3.14 of the Circulation Element
(Project ID MM-1).

Work Description:

Install 2” asphalt concrete for approximately
1,850 L.F. of road, drainage, sidewalk and
ADA improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $854,980.00 $854,980.00
Construction Contingency (20%) $ 170,996.00
Surveying (5%) $ 42,749.00
Engineering (10%) $ 85,498.00
Construction Management (15%) $ 128,247.00
Subtotal $ 427,490.00
Total Estimated Cost (after project bid, at project award) $1,282,470.00

99 Section 7, Item A.
90 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

GOPHER FLAT REHABILITATION
FROM 248 GOPHER FLAT ROAD TO GOLDEN HILLS DRIVE
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING
UTILITIES DAY 10 $2,500.00 $25,000.00
2 TRAFFIC CONTROL DAY 30 $2,500.00 $75,000.00
3 CLEARING & GRUBBING DAY 5 $5,000.00 $25,000.00
4 ASPHALT CONCRETE GRIND DAY 2 $6,000.00 $12,000.00
5 ASPHALT CONCRETE LEVELING
COURSE TON 360 $400.00 $144,000.00
6 ASPHALT CONCRETE TON 950 $250.00 $237,500.00
7 AGGREGATE BASE TON 100 $100.00 $10,000.00
8 EARTHWORK LS 1 $10,000.00 $10,000.00
9 CONCRETE SIDEWALK SF 3,000 $16.00 $48,000.00
10 CONCRETE SIDEWALK AT DRIVEWAYS SF 360 $18.00 $6,480.00 11 CONCRETE ADA RAMP EACH 5 $5,000.00 $25,000.00
12 REGRADE EXISTING DITCH LF 1,800 $15.00 $27,000.00
13 30-INCH DIAMETER STORM DRAIN LF 150 $240.00 $36,000.00 14 36-INCH DIAMETER STORM DRAIN LF 100 $260.00 $26,000.00 15 42-INCH DIAMETER STORM DRAIN LF 80 $300.00 $24,000.00 16 STORM DRAIN INLET EACH 3 $5,000.00 $15,000.00
17 ROCK SLOPE PROTECTION TON 20 $150.00 $3,000.00
18 ADJUST MANHOLE TO GRADE EACH 8 $2,500.00 $20,000.00
19 ADJUST WATER VALVE BOX TO GRADE EACH 18 $750.00 $13,500.00 20 ADJUST WATER METER TO GRADE EACH 2 $750.00 $1,500.00 21 ADJUST WATER VAULT TO GRADE EACH 1 $5,000.00 $5,000.00 22 RELOCATE FIRE HYDRANT EACH 1 $2,000.00 $2,000.00
23 SIGNING AND STRIPING LS 1 $25,000.00 $25,000.00
24 EROSION CONTROL DAY 2 $5,000.00 $10,000.00
25 CEMENT SLURRY BACKFILL CY 120 $200.00 $24,000.00
26 UNSUITABLE MATERIAL CY 50 $100.00 $5,000.00
CONSTRUCTION SUBTOTAL $854,980.00
CONSTRUCTION CONTINGENCY (20%) $170,996.00
SURVEYING (5%) $42,749.00
ENGINEERING (10%) $85,498.00
CONSTRUCTION MANAGEMENT (15%) $128,247.00
TOTAL PROJECT COST $1,282,470.00
100
Section 7, Item A.
91 Project Title: Location:

Valley View Rehabilitation SR 49 to end of Street
Project Identified By:

City Council and Table 3.14 of the
Circulation Element (Project ID MM-22).

Work Description:

Install 2” asphalt concrete for approximately
1,200 L.F. of road, drainage, striping and
ADA improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $359,560.00 $359,560.00
Construction Contingency (20%) $ 71,912.00
Surveying (5%) $ 17,978.00
Engineering (10%) $ 35,956.00
Construction Management (15%) $ 53,934.00
Subtotal $ 179,780.00
Total Estimated Cost (after project bid, at project award) $ 539,340.00

101
Section 7, Item A.
92 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

VALLEY VIEW REHABILITATION
FROM STATE ROUTE 49 TO END OF ROAD
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 10 $2,500.00 $25,000.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 225 $400.00 $90,000.00 6 ASPHALT CONCRETE TON 450 $250.00 $112,500.00
7 AGGREGATE BASE TON 20 $100.00 $2,000.00
8 CONCRETE CURB & GUTTER LF 30 $50.00 $1,500.00
9 CONCRETE SIDEWALK SF 160 $16.00 $2,560.00
10 CONCRETE ADA RAMP EACH 3 $5,000.00 $15,000.00
11 18-INCH DIAMETER STORM DRAIN LF 250 $200.00 $50,000.00 12 STORM DRAIN INLET EACH 1 $5,000.00 $5,000.00
13 ADJUST MANHOLE TO GRADE EACH 4 $2,500.00 $10,000.00
14 ADJUST WATER VALVE BOX TO GRADE EACH 12 $750.00 $9,000.00 15 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
16 CEMENT SLURRY BACKFILL CY 50 $200.00 $10,000.00
17 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $359,560.00
CONSTRUCTION CONTINGENCY (20%) $71,912.00
SURVEYING (5%) $17,978.00
ENGINEERING (10%) $35,956.00
CONSTRUCTION MANAGEMENT (15%) $53,934.00
TOTAL PROJECT COST $539,340.00

102
Section 7, Item A.
93 Project Title: Location:

Bowers Drive Rehabilitation Valley View to SR 104
Project Identified By:

City Council and Table 3.14 of the
Circulation Element (Project ID MM-23).

Work Description:

Install 2” asphalt concrete for approximately
1,200 L.F. of road, drainage, striping and
ADA improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $349,750.00 $349,750.00
Construction Contingency (20%) $ 69,950.00
Surveying (5%) $ 17,487.50
Engineering (10%) $ 34,975.00
Construction Management (15%) $ 52,462.50
Subtotal $ 174,875.00
Total Estimated Cost (after project bid, at project award) $ 524,625.00

103
Section 7, Item A.
94 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

BOWERS DRIVE REHABILITATION
FROM STATE ROUTE 104 TO VALLEY VIEW
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 10 $2,500.00 $25,000.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 200 $400.00 $80,000.00 6 ASPHALT CONCRETE TON 400 $250.00 $100,000.00
7 AGGREGATE BASE TON 20 $100.00 $2,000.00
8 CONCRETE ADA RAMP EACH 4 $5,000.00 $20,000.00
9 18-INCH DIAMETER STORM DRAIN LF 300 $200.00 $60,000.00 10 STORM DRAIN INLET EACH 3 $5,000.00 $15,000.00
11 ADJUST MANHOLE TO GRADE EACH 2 $2,500.00 $5,000.00
12 ADJUST WATER VALVE BOX TO GRADE EACH 5 $750.00 $3,750.00 13 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
14 CEMENT SLURRY BACKFILL CY 60 $200.00 $12,000.00
15 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $349,750.00
CONSTRUCTION CONTINGENCY (20%) $69,950.00
SURVEYING (5%) $17,487.50
ENGINEERING (10%) $34,975.00
CONSTRUCTION MANAGEMENT (15%) $52,462.50
TOTAL PROJECT COST $524,625.00

104
Section 7, Item A.
95 Project Title: Location:

Fifield Alley / Keyes St. / Hayden Alley
Rehabilitation Main Street to Spanish Street
Project Identified By:

City Staff.

Work Description:

Install 2” asphalt concrete for approximately
1,100 L.F. of road and drainage
improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $270,300.00 $270,300.00
Construction Contingency (20%) $ 54,060.00
Surveying (5%) $ 13,515.00
Engineering (10%) $ 27,030.00
Construction Management (15%) $ 40,545.00
Subtotal $ 135,150.00
Total Estimated Cost (after project bid, at project award) $ 405,450.00

105
Section 7, Item A.
96 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE
FIFIELD ALLEY / KEYES ST. / HAYDEN ALLEY REHABILITATION 8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 5 $2,500.00 $12,500.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 150 $400.00 $60,000.00 6 ASPHALT CONCRETE TON 350 $250.00 $87,500.00
7 AGGREGATE BASE TON 50 $100.00 $5,000.00
8 CONCRETE CURB & GUTTER LF 100 $50.00 $5,000.00
9 CONCRETE SIDEWALK SF 300 $16.00 $4,800.00
10 18-INCH DIAMETER STORM DRAIN LF 150 $200.00 $30,000.00 11 STORM DRAIN INLET EACH 2 $5,000.00 $10,000.00
12 ADJUST MANHOLE TO GRADE EACH 6 $2,500.00 $15,000.00
13 ADJUST WATER METER TO GRADE EACH 4 $750.00 $3,000.00 14 ADJUST WATER VALVE BOX TO GRADE EACH 6 $750.00 $4,500.00 15 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
16 CEMENT SLURRY BACKFILL CY 30 $200.00 $6,000.00
17 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $270,300.00
CONSTRUCTION CONTINGENCY (20%) $54,060.00
SURVEYING (5%) $13,515.00
ENGINEERING (10%) $27,030.00
CONSTRUCTION MANAGEMENT (15%) $40,545.00
TOTAL PROJECT COST $405,450.00

106
Section 7, Item A.
97 Project Title: Location:

Main St. Sidewalk Replacement – Loc #1 East side of Main Street between Gopher Flat Road and Randolph Street and North Randolph Street to Boston Alley Project Identified By:

City Staff.

Work Description:

Remove and replace portions of concrete
sidewalk that are damaged including stairs
that are out of compliance with the building
code. Will also include installing ADA
ramp(s).

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $130,200.00 $ 130,200.00
Construction Contingency (20%) $ 26,040.00
Surveying (5%) $ 6,510.00
Engineering (10%) $ 13,020.00
Construction Management (15%) $ 19,530.00
Subtotal $ 65,100.00
Total Estimated Cost (after project bid, at project award) $195,300.00

107
Section 7, Item A.
98 CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

SIDEWALK REPLACEMENT (PORTION)

MAIN STREET - EAST SIDE BETWEEN GOPHER FLAT/RANDOLPH & NORTH SIDE RANDOLPH 8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 4 $2,500.00 $10,000.00 2 TRAFFIC CONTROL DAY 9 $2,500.00 $22,500.00
3 CLEARING & GRUBBING DAY 7 $5,000.00 $35,000.00
4 EARTHWORK LS 1 $10,000.00 $10,000.00
5 AGGREGATE BASE TON 55 $100.00 $5,500.00
6 CONCRETE SIDEWALK SF 1,150 $16.00 $18,400.00
7 CONCRETE STAIRS SF 14 $200.00 $2,800.00
8 RAILING LF 30 $300.00 $9,000.00
9 ADA RAMP EA 1 $5,000.00 $5,000.00
10 TREE REMOVAL EA 1 $5,000.00 $5,000.00
11 CONCRETE RETAINING WALL LF 10 $200.00 $2,000.00
12 DRAINAGE INLET EA 1 $5,000.00 $5,000.00
CONSTRUCTION SUBTOTAL $130,200.00
CONSTRUCTION CONTINGENCY (20%) $26,040.00
SURVEYING (5%) $6,510.00
ENGINEERING (10%) $13,020.00
CONSTRUCTION MANAGEMENT (15%) $19,530.00
TOTAL PROJECT COST $195,300.00

108
Section 7, Item A.
99 Project Title: Location:

Main St. Sidewalk Replacement – Loc #2 East side of Main Street between Randolph Street and Eureka Street
Project Identified By:

City Staff.

Work Description:

Remove and replace portions of concrete
sidewalk that are damaged including stairs
that are out of compliance with the building
code. Will also include installing ADA
ramp(s).

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $197,000.00 $ 197,000.00
Construction Contingency (20%) $ 39,400.00
Surveying (5%) $ 9,850.00
Engineering (10%) $ 19,700.00
Construction Management (15%) $ 29,550.00
Subtotal $ 98,500.00
Total Estimated Cost (after project bid, at project award) $295,500.00

109
Section 7, Item A.
100

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

SIDEWALK REPLACEMENT (PORTION)
MAIN STREET - EAST SIDE BETWEEN RANDOLPH ST. & EUREKA ST. 8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 4 $2,500.00 $10,000.00 2 TRAFFIC CONTROL DAY 6 $2,500.00 $15,000.00
3 CLEARING & GRUBBING DAY 8 $5,000.00 $40,000.00
4 EARTHWORK LS 1 $10,000.00 $10,000.00
5 AGGREGATE BASE TON 70 $100.00 $7,000.00
6 CONCRETE SIDEWALK SF 950 $16.00 $15,200.00
7 CONCRETE STAIRS SF 254 $200.00 $50,800.00
8 RAILING LF 80 $300.00 $24,000.00
9 ADA RAMP EA 1 $5,000.00 $5,000.00
10 RELOCATE STREET LIGHT EA 1 $20,000.00 $20,000.00
CONSTRUCTION SUBTOTAL $197,000.00
CONSTRUCTION CONTINGENCY (20%) $39,400.00
SURVEYING (5%) $9,850.00
ENGINEERING (10%) $19,700.00
CONSTRUCTION MANAGEMENT (15%) $29,550.00
TOTAL PROJECT COST $295,500.00

110
Section 7, Item A.
101
Project Title: Location:

Main St. Sidewalk Replacement – Loc #3 West side of Main Street between Church Street and Nickerson Street
Project Identified By:

City Staff.

Work Description:

Remove and replace portions of concrete
sidewalk that are damaged. Will also
include installing ADA ramp(s).

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $100,050.00 $ 100,050.00
Construction Contingency (20%) $ 20,010.00
Surveying (5%) $ 5,002.50
Engineering (10%) $ 10,005.00
Construction Management (15%) $ 15,007.50
Subtotal $ 50,025.00
Total Estimated Cost (after project bid, at project award) $150,075.00

111
Section 7, Item A.
102

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

SIDEWALK REPLACEMENT (PORTION)
MAIN STREET - WEST SIDE BETWEEN CHURCH ST. & NICKERSON ST. 8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 3 $2,500.00 $7,500.00 2 TRAFFIC CONTROL DAY 7 $2,500.00 $17,500.00
3 CLEARING & GRUBBING DAY 7 $5,000.00 $35,000.00
4 EARTHWORK LS 1 $10,000.00 $10,000.00
5 AGGREGATE BASE TON 35 $100.00 $3,500.00
6 CONCRETE SIDEWALK SF 550 $16.00 $8,800.00
7 CONCRETE CURB & GUTTER LF 40 $50.00 $2,000.00
8 CONCRETE STEM WALL LF 30 $75.00 $2,250.00
9 ADA RAMP EA 2 $5,000.00 $10,000.00
10 ASPHALT CONCRETE TON 10 $350.00 $3,500.00
CONSTRUCTION SUBTOTAL $100,050.00
CONSTRUCTION CONTINGENCY (20%) $20,010.00
SURVEYING (5%) $5,002.50
ENGINEERING (10%) $10,005.00
CONSTRUCTION MANAGEMENT (15%) $15,007.50
TOTAL PROJECT COST $150,075.00

112
Section 7, Item A.
103
Project Title: Location:

Main St. Sidewalk Replacement – Loc #4 West side of Main Street between Fifield Alley and Keyes Street
Project Identified By:

City Staff.

Work Description:

Remove and replace portions of concrete
sidewalk that are damaged including stairs
that are out of compliance with the building
code.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $110,208.00 $ 110,208.00
Construction Contingency (20%) $ 22,041.60
Surveying (5%) $ 5,510.40
Engineering (10%) $ 11,020.80
Construction Management (15%) $ 16,531.20
Subtotal $ 55,104.00
Total Estimated Cost (after project bid, at project award) $165,312.00

113
Section 7, Item A.
104

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

SIDEWALK REPLACEMENT (PORTION)
MAIN STREET - WEST SIDE BETWEEN FIEFIELD ALLEY & KEYES ST. 8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 4 $2,500.00 $10,000.00 2 TRAFFIC CONTROL DAY 6 $2,500.00 $15,000.00
3 CLEARING & GRUBBING DAY 4 $5,000.00 $20,000.00
4 EARTHWORK LS 1 $10,000.00 $10,000.00
5 AGGREGATE BASE TON 40 $100.00 $4,000.00
6 CONCRETE SIDEWALK SF 488 $16.00 $7,808.00
7 CONCRETE STAIRS SF 142 $200.00 $28,400.00
8 RAILING LF 50 $300.00 $15,000.00
CONSTRUCTION SUBTOTAL $110,208.00
CONSTRUCTION CONTINGENCY (20%) $22,041.60
SURVEYING (5%) $5,510.40
ENGINEERING (10%) $11,020.80
CONSTRUCTION MANAGEMENT (15%) $16,531.20
TOTAL PROJECT COST $165,312.00

114
Section 7, Item A.
105
Project Title: Location:

Main St. Sidewalk Replacement – Loc #5 West side of Main Street between Sutter Creek Inn/Foxes Inn to Hayden Alley
Project Identified By:

City Staff.

Work Description:

Remove and replace portions of sidewalk
that are damaged. Also, will include
replacing wood boards on retaining wall at
road level.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $125,240.00 $ 125,240.00
Construction Contingency (20%) $ 25,048.00
Surveying (5%) $ 6,262.00
Engineering (10%) $ 12,524.00
Construction Management (15%) $ 18,786.00
Subtotal $ 62,620.00
Total Estimated Cost (after project bid, at project award) $187,860.00

115
Section 7, Item A.
106

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

SIDEWALK REPLACEMENT (PORTION)

MAIN STREET - WEST SIDE IN FRONT OF SUTTER CREEK INN/FOXES INN TO HAYDEN ALLEY 8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 6 $2,500.00 $15,000.00 2 TRAFFIC CONTROL DAY 10 $2,500.00 $25,000.00
3 CLEARING & GRUBBING DAY 8 $5,000.00 $40,000.00
4 EARTHWORK LS 1 $10,000.00 $10,000.00
5 AGGREGATE BASE TON 40 $100.00 $4,000.00
6 CONCRETE SIDEWALK SF 1,140 $16.00 $18,240.00
7 ADJUST WATER METER BOX TO GRADE EA 2 $750.00 $1,500.00 8 REPLACE WOOD BOARDS LF 230 $50.00 $11,500.00
CONSTRUCTION SUBTOTAL $125,240.00
CONSTRUCTION CONTINGENCY (20%) $25,048.00
SURVEYING (5%) $6,262.00
ENGINEERING (10%) $12,524.00
CONSTRUCTION MANAGEMENT (15%) $18,786.00
TOTAL PROJECT COST $187,860.00

116
Section 7, Item A.
107
Project Title: Location:

Concrete Walking Path Main Street from Miner’s Bend to Sutter Hill Road adjacent to Campbell Landscape Materials
Project Identified By:

Table 3.14 of the Circulation Element
(Project ID MM-13 and a portion of Project
ID MM-16).

Work Description:

Install curb, gutter, sidewalk and drainage
improvements along Sutter Hill Road and
concrete sidewalk along Main Street
including ADA ramps.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $648,200.00 $ 648,200.00
Construction Contingency (20%) $ 129,640.00
Surveying (5%) $ 32,410.00
Engineering (10%) $ 64,820.00
Construction Management (15%) $ 97,230.00
Subtotal $ 324,100.00
Total Estimated Cost (after project bid, at project award) $972,300.00

117
Section 7, Item A.
108

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

CONCRETE WALKING PATH

MAIN STREET AT MINER'S BEND TO SUTTER HILL
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 4 $2,500.00 $10,000.00 2 TRAFFIC CONTROL DAY 40 $2,500.00 $100,000.00
3 CLEARING & GRUBBING DAY 6 $5,000.00 $30,000.00
4 EARTHWORK LS 1 $50,000.00 $50,000.00
5 AGGREGATE BASE TON 400 $100.00 $40,000.00
6 ASPHALT CONCRETE TON 100 $350.00 $35,000.00
7 CONCRETE SIDEWALK SF 5,200 $16.00 $83,200.00
8 CONCRETE CURB AND GUTTER LF 1,300 $50.00 $65,000.00
9 ADA RAMP EA 4 $5,000.00 $20,000.00
10 36-INCH DIAMETER STORM DRAIN LF 500 $260.00 $130,000.00 11 CEMENT SLURRY BACKFILL CY 100 $200.00 $20,000.00
12 CONCRETE S.D. JUNCTION BOX EA 1 $20,000.00 $20,000.00 13 DRAINAGE INLET EA 2 $5,000.00 $10,000.00
14 TREE REMOVAL EA 5 $5,000.00 $25,000.00
15 SIGNING & STRIPING LS 1 $10,000.00 $10,000.00
CONSTRUCTION SUBTOTAL $648,200.00
CONSTRUCTION CONTINGENCY (20%) $129,640.00
SURVEYING (5%) $32,410.00
ENGINEERING (10%) $64,820.00
CONSTRUCTION MANAGEMENT (15%) $97,230.00
TOTAL PROJECT COST $972,300.00

118
Section 7, Item A.
109
Project Title: Location:

Restroom–10’x24’ at Boitano Parking Lot Northeast corner of Boitano Parking Lot Project Identified By:

City Staff.

Work Description:

Install a 10’ wide x 24’ long restroom at the
northeast corner of the Boitano Parking Lot.

The bathroom would be similar to the
existing bathroom at Minnie Provis Park.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $214,500.00 $ 214,500.00
Construction Contingency (20%) $ 42,900.00
Surveying (5%) $ 10,725.00
Engineering (10%) $ 21,450.00
Construction Management (15%) $ 32,175.00
Subtotal $ 107,250.00
Total Estimated Cost (after project bid, at project award) $321,750.00

119
Section 7, Item A.
110

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE
10 FT. BY 24 FT. RESTROOM

BOITANO PARKING LOT
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 CLEARING & GRUBBING DAY 1 $5,000.00 $5,000.00
3 TRAFFIC CONTROL DAY 2 $2,500.00 $5,000.00
4 FOUNDATION DAY 2 $5,000.00 $10,000.00
5 ROUGH CARPENTRY DAY 5 $5,000.00 $25,000.00
6 FINISH CARPENTRY DAY 4 $5,000.00 $20,000.00
7 ELECTRICAL DAY 3 $5,000.00 $15,000.00
8 PLUMBING DAY 5 $5,000.00 $25,000.00
9 SIDING/ROOFING DAY 5 $5,000.00 $25,000.00
10 PAINTING/FINISHING DAY 2 $5,000.00 $10,000.00
11 POWER SUPPLY LS 1 $25,000.00 $25,000.00
12 WATER METER LS 1 $25,000.00 $25,000.00
13 WATER/SEWER SERVICES LF 280 $50.00 $14,000.00
14 SANITARY SEWER MANHOLE EACH 1 $8,000.00 $8,000.00
CONSTRUCTION SUBTOTAL $214,500.00
CONSTRUCTION CONTINGENCY (20%) $42,900.00
SURVEYING (5%) $10,725.00
ENGINEERING (10%) $21,450.00
CONSTRUCTION MANAGEMENT (15%) $32,175.00
TOTAL PROJECT COST $321,750.00

120
Section 7, Item A.
111
Project Title: Location:

Solar Power at City Hall – Roof Option City Hall Roof
Project Identified By:

City Staff.

Work Description:

Install solar panels on City Hall Roof to
offset power useage at City Hall.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $250,000.00 $ 250,000.00
Construction Contingency (20%) $ 50,000.00
Engineering (10%) $ 25,000.00
Construction Management (15%) $ 37,500.00
Subtotal $ 112,500.00
Total Estimated Cost (after project bid, at project award) $362,500.00

121
Section 7, Item A.
112

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE
LEASED SOLAR POWER AT CITY HALL – ROOF OPTION
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 LEASED SOLAR PANELS AT ROOF LS 1 $247,500 $247,500.00 CONSTRUCTION SUBTOTAL $250,000.00
CONSTRUCTION CONTINGENCY (20%) $50,000.00
ENGINEERING (10%) $25,000.00
CONSTRUCTION MANAGEMENT (15%) $37,500.00
TOTAL PROJECT COST $362,500.00

122
Section 7, Item A.
113
Project Title: Location:

Solar Power at City Hall – Parking Lot
with Carports City Hall Parking Lot
Project Identified By:

City Staff.

Work Description:

Install solar panels at City Hall Parking Lot
with carports to offset power useage at City
Hall.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $307,400.00 $ 307,400.00
Construction Contingency (20%) $ 61,480.00
Engineering (10%) $ 30,740.00
Construction Management (15%) $ 46,110.00
Subtotal $ 138,330.00
Total Estimated Cost (after project bid, at project award) $445,730.00

123
Section 7, Item A.
114

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

SOLAR POWER AT CITY HALL PARKING LOT WITH CARPORTS
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 SOLAR PANELS AT ROOF KW 67,200 $4.50 $302,400.00
CONSTRUCTION SUBTOTAL $307,400.00
CONSTRUCTION CONTINGENCY (20%) $61,480.00
ENGINEERING (10%) $30,740.00
CONSTRUCTION MANAGEMENT (15%) $46,110.00
TOTAL PROJECT COST $445,730.00

124
Section 7, Item A.
115
Project Title: Location:

Solar Power at Community Center Community Center Roof
Project Identified By:

City Staff.

Work Description:

Install solar panels on Community Center
Roof to offset power useage at Community
Center.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $175,000.00 $ 175,000.00
Construction Contingency (20%) $ 35,000.00
Engineering (10%) $ 17,500.00
Construction Management (15%) $ 26,250.00
Subtotal $ 78,750.00
Total Estimated Cost (after project bid, at project award) $253,750.00

125
Section 7, Item A.
116

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

LEASED SOLAR POWER AT COMMUNITY CENTER ROOF
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 LEASED SOLAR PANELS AT ROOF LS 1 $172,500 $172,500.00 CONSTRUCTION SUBTOTAL $175,000.00
CONSTRUCTION CONTINGENCY (20%) $35,000.00
ENGINEERING (10%) $17,500.00
CONSTRUCTION MANAGEMENT (15%) $26,250.00
TOTAL PROJECT COST $253,750.00

126
Section 7, Item A.
117
Project Title: Location:

Street Lights on Main Street Main Street
Project Identified By:

City Staff.

Work Description:

Install 7 new street lights to match the new
street lights at the Main Street Bridge.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $125,000.00 $ 125,000.00
Construction Contingency (20%) $ 25,000.00
Surveying (5%) $ 6,250.00
Engineering (10%) $ 12,500.00
Construction Management (15%) $ 18,750.00
Subtotal $ 62,500.00
Total Estimated Cost (after project bid, at project award) $187,500.00

127
Section 7, Item A.
118

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE
REMOVE AND REPLACE 7 STREET LIGHTS ON MAIN STREET

TO MATCH NEW STREET LIGHTS AT MAIN STREET BRIDGE
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 CLEARING & GRUBBING DAY 4 $5,000.00 $20,000.00
3 TRAFFIC CONTROL DAY 4 $2,500.00 $10,000.00
4 ELECTRICAL DAY 4 $5,000.00 $20,000.00
5 STREET LIGHTS EACH 7 $10,000.00 $70,000.00
CONSTRUCTION SUBTOTAL $125,000.00
CONSTRUCTION CONTINGENCY (20%) $25,000.00
SURVEYING (5%) $6,250.00
ENGINEERING (10%) $12,500.00
CONSTRUCTION MANAGEMENT (15%) $18,750.00
TOTAL PROJECT COST $187,500.00

128
Section 7, Item A.
119
Project Title: Location:

Gateway Improvement Project Northwest intersection of SR49/Old State Route 49 Project Identified By:

City Staff.

Work Description:

Develop the City’s property with a new
gateway project. This would include
installing an asphalt concrete walking path,
drainage improvements, a new monument
sign and landscaping.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $500,000.00 $ 500,000.00
Construction Contingency (20%) $ 100,000.00
Surveying (5%) $ 25,000.00
Engineering (10%) $ 50,000.00
Construction Management (15%) $ 75,000.00
Subtotal $ 250,000.00
Architectural Plan $ 50,000.00
Environmental Document $ 20,000.00
Total Estimated Cost (after project bid, at project award) $820,000.00

129
Section 7, Item A.
120

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

GATEWAY IMPROVEMENTS
NORTHWEST OF INTERSECTION OF SR49/OLD ROUTE 49
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING
UTILITIES DAY 2 $2,500.00 $5,000.00
2 TRAFFIC CONTROL DAY 20 $2,500.00 $50,000.00
3 CLEARING & GRUBBING DAY 4 $5,000.00 $20,000.00
4 ASPHALT CONCRETE TON 100 $350.00 $35,000.00
5 AGGREGATE BASE TON 230 $100.00 $23,000.00
6 EARTHWORK LS 1 $75,000.00 $75,000.00
7 12-INCH DIAMETER STORM DRAIN LF 150 $160.00 $24,000.00 8 STORM DRAIN INLET EACH 3 $5,000.00 $15,000.00
9 ROCK SLOPE PROTECTION TON 20 $150.00 $3,000.00
10 EROSION CONTROL DAY 1 $5,000.00 $5,000.00
11 UNSUITABLE MATERIAL CY 50 $100.00 $5,000.00
12 POWER SUPPLY LS 1 $25,000.00 $25,000.00
13 ELECTRICAL DAY 10 $5,000.00 $50,000.00
14 WATER METER LS 1 $25,000.00 $25,000.00
15 LANDSCAPING/PLANTING/IRRIGATION LS 1 $75,000.00 $75,000.00 16 MONUMENT SIGN LS 1 $60,000.00 $60,000.00
17 CALTRANS PERMIT COMPLIANCE LS 1 $5,000.00 $5,000.00
CONSTRUCTION SUBTOTAL $500,000.00
CONSTRUCTION CONTINGENCY (20%) $100,000.00
SURVEYING (5%) $25,000.00
ENGINEERING (10%) $50,000.00
CONSTRUCTION MANAGEMENT (15%) $75,000.00
ARCHITECTURAL PLAN LS 1 $50,000.00 $50,000.00
ENVIRONMENTAL DOCUMENT LS 1 $20,000.00 $20,000.00

TOTAL PROJECT COST $ 820,000.00

130
Section 7, Item A.
121
Project Title: Location:

Johnson Property Trail Johnson Property from Connie Lane to Sutter Hill Road Project Identified By:

City Staff.

Work Description:

Install an 8 foot wide aggregate base
walking trail through the Johnson property to
assist with pedestrian access through town.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $286,000.00 $ 286,000.00
Construction Contingency (20%) $ 57,200.00
Surveying (5%) $ 14,300.00
Engineering (10%) $ 28,600.00
Construction Management (15%) $ 42,900.00
Subtotal $ 143,000.00
Preliminary Plan Alternatives $ 25,000.00
Environmental Document $ 20,000.00
Total Estimated Cost (after project bid, at project award) $474,000.00

131
Section 7, Item A.
122

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

JOHNSON PROPERTY TRAIL

CONNIE LANE TO SUTTER HILL ROAD
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING
UTILITIES DAY 2 $2,500.00 $5,000.00
2 TRAFFIC CONTROL DAY 10 $2,500.00 $25,000.00
3 CLEARING & GRUBBING DAY 6 $5,000.00 $30,000.00
4 TREE REMOVAL EACH 10 $5,000.00 $50,000.00
5 AGGREGATE BASE TON 400 $100.00 $40,000.00
6 EARTHWORK LS 1 $75,000.00 $75,000.00
7 STORM DRAINAGE LS 1 $25,000.00 $25,000.00
8 ROCK SLOPE PROTECTION TON 40 $150.00 $6,000.00
9 EROSION CONTROL DAY 2 $5,000.00 $10,000.00
10 FENCING LF 200 $50.00 $10,000.00
11 BENCHES EACH 4 $2,500.00 $10,000.00
CONSTRUCTION SUBTOTAL $286,000.00
CONSTRUCTION CONTINGENCY (20%) $57,200.00
SURVEYING (5%) $14,300.00
ENGINEERING (10%) $28,600.00
CONSTRUCTION MANAGEMENT (15%) $42,900.00
PRELIMINARY PLAN ALTERNATIVES LS 1 $25,000.00 $25,000.00 ENVIRONMENTAL DOCUMENT LS 1 $20,000.00 $20,000.00

TOTAL PROJECT COST $474,000.00

132
Section 7, Item A.
123
Project Title: Location:

Central Eureka Mine Walking Trail Central Eureka Mine
Project Identified By:

City Staff.

Work Description:

Cap the existing contaminated material and
install an 8-foot-wide aggregate base
walking trail thru the Central Eureka Mine
property. Also install a small parking area.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $385,000.00 $ 385,000.00
Construction Contingency (20%) $ 77,000.00
Surveying (5%) $ 19,250.00
Engineering (10%) $ 38,500.00
Construction Management (15%) $ 57,750.00
Subtotal $ 192,500.00
Geotechnical Removal Action Workplan $ 50,000.00
Total Estimated Cost (after project bid, at project award) $627,500.00

133
Section 7, Item A.
124

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

CENTRAL EUREKA MINE WALKING TRAIL
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 6 $2,500.00 $15,000.00
3 CLEARING & GRUBBING DAY 6 $5,000.00 $30,000.00
4 TREE REMOVAL EACH 10 $5,000.00 $50,000.00
5 IMPORT FILL CY 500 $100.00 $50,000.00
6 AGGREGATE BASE TON 150 $100.00 $15,000.00
7 ASPHALT CONCRETE TON 100 $350.00 $35,000.00
8 CONCRETE STAIRS SF 100 $200.00 $20,000.00
9 STORM DRAINAGE LS 1 $25,000.00 $25,000.00
10 ROCK SLOPE PROTECTION TON 40 $150.00 $6,000.00
11 EROSION CONTROL DAY 2 $5,000.00 $10,000.00
12 FENCING LF 900 $50.00 $45,000.00
13 UTILITY POLE RELOCATION EACH 1 $50,000.00 $50,000.00 14 GATE EACH 1 $1,500.00 $1,500.00
15 INFORMATIVE SIGNS EACH 7 $2,500.00 $17,500.00
16 BENCHES EACH 4 $2,500.00 $10,000.00
CONSTRUCTION SUBTOTAL $385,000.00
CONSTRUCTION CONTINGENCY (20%) $77,000.00
SURVEYING (5%) $19,250.00
ENGINEERING (10%) $38,500.00
CONSTRUCTION MANAGEMENT (15%) $57,750.00

GEOTECHNICAL REMOVAL ACTION
WORKPLAN LS 1 $50,000.00 $50,000.00

TOTAL PROJECT COST $627,500.00

134
Section 7, Item A.
125
Project Title: Location:

Additional City Parking Lot TBD
Project Identified By:

City Staff.

Work Description:

Install an asphalt concrete parking lot on
property donated or shared to the City.

Exact location is not determined at this time,
but assumed to be approximately 30,000
square feet.

TBD
General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $586,400.00 $ 586,400.00
Construction Contingency (20%) $ 117,280.00
Surveying (5%) $ 29,320.00
Engineering (10%) $ 58,640.00
Construction Management (15%) $ 87,960.00
Subtotal $ 293,200.00
Architectural Plan $ 50,000.00
Environmental Document $ 20,000.00
Total Estimated Cost (after project bid, at project award) $949,600.00

135
Section 7, Item A.
126

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

ADDITIONAL PARKING LOT
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 8 $2,500.00 $20,000.00
3 CLEARING & GRUBBING DAY 4 $5,000.00 $20,000.00
4 ASPHALT CONCRETE TON 500 $250.00 $125,000.00
5 AGGREGATE BASE TON 1,100 $100.00 $110,000.00
6 EARTHWORK LS 1 $75,000.00 $75,000.00
7 12-INCH DIAMETER STORM DRAIN LF 150 $160.00 $24,000.00 8 STORM DRAIN INLET EACH 4 $5,000.00 $20,000.00
9 EROSION CONTROL DAY 1 $5,000.00 $5,000.00
10 UNSUITABLE MATERIAL CY 50 $100.00 $5,000.00
11 CONCRETE CURB & GUTTER LF 1,500 $50.00 $75,000.00
12 CONCRETE DRIVEWAY DAY 150 $16.00 $2,400.00
13 WATER METER LS 1 $25,000.00 $25,000.00
14 LANDSCAPING/PLANTING/IRRIGATION LS 1 $75,000.00 $75,000.00 CONSTRUCTION SUBTOTAL $586,400.00
CONSTRUCTION CONTINGENCY (20%) $117,280.00
SURVEYING (5%) $29,320.00
ENGINEERING (10%) $58,640.00
CONSTRUCTION MANAGEMENT (15%) $87,960.00

ARCHITECTURAL PLAN LS 1 $50,000.00 $50,000.00
ENVIRONMENTAL DOCUMENT LS 1 $20,000.00 $20,000.00

TOTAL PROJECT COST $949,600.00

136
Section 7, Item A.
127
Project Title: Location:

Restroom – 8’x8’ at Bryson Park Northeast corner of Bryson Park Project Identified By:

City Staff.

Work Description:

Install a 8’ wide x 8’ long restroom at Bryson
Park.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $60,000.00 $ 60,000.00
Construction Contingency (20%) $ 12,000.00
Surveying (5%) $ 3,000.00
Engineering (10%) $ 6,000.00
Construction Management (15%) $ 9,000.00
Subtotal $ 30,000.00
Total Estimated Cost (after project bid, at project award) $ 90,000.00

137
Section 7, Item A.
128

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE
8 FT. BY 8 FT. RESTROOM

BRYSON PARK
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 CLEARING & GRUBBING DAY 1 $5,000.00 $5,000.00
2 FOUNDATION DAY 2 $5,000.00 $10,000.00
3 ROUGH CARPENTRY DAY 1 $5,000.00 $5,000.00
4 FINISH CARPENTRY DAY 1 $5,000.00 $5,000.00
5 ELECTRICAL DAY 1 $5,000.00 $5,000.00
6 PLUMBING DAY 2 $5,000.00 $10,000.00
7 SIDING/ROOFING DAY 1 $5,000.00 $5,000.00
8 PAINTING/FINISHING DAY 3 $5,000.00 $5,000.00
CONSTRUCTION SUBTOTAL $60,000.00
CONSTRUCTION CONTINGENCY (20%) $12,000.00
SURVEYING (5%) $3,000.00
ENGINEERING (10%) $6,000.00
CONSTRUCTION MANAGEMENT (15%) $9,000.00
TOTAL PROJECT COST $90,000.00

138
Section 7, Item A.
129
Project Title: Location:

New City Hall TBD
Project Identified By:

City Staff.

Work Description:

Construct a new 3,600 square foot building
and install an asphalt concrete parking lot
with drainage, utilities, landscaping and
irrigation. Exact location is not determined
at this time.

TBD
General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $5,000,000.00 $ 5,000,000.00
Construction Contingency (20%) $ 1,000,000.00
Surveying (5%) $ 250,000.00
Engineering (10%) $ 500,000.00
Architectural (10%) $ 500,000.00
Construction Management (15%) $ 750,000.00

Subtotal $ 3,000,000.00
Right of Way Acquisition $ 500,000.00
Environmental Document $ 200,000.00
Total Estimated Cost (after project bid, at project award) $8,700,000.00 139
Section 7, Item A.
130

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

NEW CITY HALL
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 NEW 3,600 S.F. BUILDING LS 1 $4,000,000.00 $4,000,000.00 2 PARKING LOT WITH

DRAINAGE, UTILITIES,

LANDSCAPING & IRRIGATION
LS 1 $1,000,000.00 $1,000,000.00
CONSTRUCTION SUBTOTAL $5,000,000.00
CONSTRUCTION CONTINGENCY (20%) $1,000,000.00
SURVEYING (5%) $250,000.00
ENGINEERING (10%) $500,000.00
ARCHITECTURAL (10%) $500,000.00
CONSTRUCTION MANAGEMENT (15%) $750,000.00

RIGHT OF WAY ACQUISTION LS 1 $500,000.00 $500,000.00
ENVIRONMENTAL DOCUMENT LS 1 $200,000.00 $200,000.00

TOTAL PROJECT COST $8,700,000.00

140
Section 7, Item A.
131

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE
MINNIE PROVIS PARK – PAVER INSTALLATION
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 CLEARING & GRUBBING DAY 1 $5,000.00 $5,000.00
2 CONCRETE PAVERS SF 2000 $10.00 $20,000.00
CONSTRUCTION SUBTOTAL $25,000.00
CONSTRUCTION CONTINGENCY (20%) $5,000.00
SURVEYING (5%) $1,250.00
ENGINEERING (10%) $2,500.00
CONSTRUCTION MANAGEMENT (15%) $3,750.00
TOTAL PROJECT COST $37,500.00
141
Section 7, Item A.
132

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

SUTTER CREEK/AMADOR CITY BICYCLE/PEDESTRIAN PROJECT
8/23/2024
PLANNING & ENGINEERING $150,000.00
TOTAL PROJECT COST $150,000.00
142
Section 7, Item A.
133

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

KNIGHTS FOUNDRY BUILDING FOUNDATION REHABILITATION
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 CLEARING & GRUBBING DAY 1 $5,000.00 $5,000.00
3 ROCK SLOPE PROTECTION FABRIC SF 1000 $2.00 $2,000.00
4 ROCK SLOPE PROTECTION TON 70 $150.00 $10,500.00
CONSTRUCTION SUBTOTAL $20,000.00
CONSTRUCTION CONTINGENCY (20%) $4,000.00
SURVEYING (5%) $1,000.00
ENGINEERING (10%) $2,000.00
CONSTRUCTION MANAGEMENT (15%) $3,000.00
TOTAL PROJECT COST $30,000.00
143
Section 7, Item A.
134

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE
MONTE VERDE STORE – FLOOR & WALL REHABILITATION
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 FLOOR & WALL REHABILITATION LS 1 $100,000.00 $100,000.00 TOTAL PROJECT COST $100,000.00

144
Section 7, Item A.
135

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE
MONTE VERDE STORE – NEW HVAC
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 NEW HVAC UNIT LS 1 $20,000.00 $20,000.00
TOTAL PROJECT COST $20,000.00
145
Section 7, Item A.
136

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE
GRAMMAR SCHOOL – NEW HVAC & WINDOWS
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 NEW HVAC UNIT & WINDOWS LS 1 $100,000.00 $100,000.00
TOTAL PROJECT COST $100,000.00
146
Section 7, Item A.
137
Project Title: Location:

Drainage Study at Bryson Park/Mobile
Home Park At Sutter Terrace Mobile Home Park/Bryson Park Project Identified By:

City Staff.

Work Description:

This work is for a Licensed Civil Engineer to
prepare a drainage study for the drainage
ditch at Bryson Park/Mobile Home Park.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Engineering 1 LS $45,000.00 $ 45,000.00

Subtotal $ 45,000.00
Total Estimated Cost (after project bid, at project award) $ 45,000.00

147
Section 7, Item A.
138

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

DRAINAGE STUDY AT BRYSON PARK/MOBILE HOME PARK
8/23/2024
ENGINEERING $45,000.00
TOTAL PROJECT COST $45,000.00

148
Section 7, Item A.
139
Project Title: Location:

Drainage Improvements at Intersection
of Badger/Spanish St. Intersection of Badger Street and Spanish Street Project Identified By:

City Staff.

Work Description:

Install approximately 360 L.F. of dual
42-inch diameter storm drain pipe to
connect to the existing storm drain
junction box that was installed as part of
the Badger Street Bridge Replacement
Project to alleviate the flooding in this
area. This work would also include
overlaying the existing intersection with
2” asphalt concrete.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2024 Dollars)
Construction 1 LS $546,000.00 $ 546,000.00
Construction Contingency (20%) $ 109,200.00
Surveying (5%) $ 27,300.00
Engineering (10%) $ 54,600.00
Construction Management (15%) $ 81,900.00
Subtotal $ 273,000.00
Total Estimated Cost (after project bid, at project award) $ 819,000.00

149
Section 7, Item A.
140

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

DRAINAGE IMPROVEMENTS AT

BRYSON PARK DRAINAGE CHANNEL
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
3 EARTHWORK LS 1 $50,000.00 $50,000.00
4 EROSION CONTROL DAY 1 $5,000.00 $5,000.00
5 ROCK SLOPE PROTECTION TON 100 $150.00 $15,000.00
CONSTRUCTION SUBTOTAL $82,500.00
CONSTRUCTION CONTINGENCY (20%) $16,500.00
SURVEYING (5%) $4,125.00
ENGINEERING (10%) $8,250.00
ENVIRONMENTAL PERMITS $40,000.00
CONSTRUCTION MANAGEMENT (15%) $12,375.00
TOTAL PROJECT COST $163,750.00
150
Section 7, Item A.
141

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

DRAINAGE IMPROVEMENTS AT THE INTERSECTION OF BADGERT STREET AND SPANISH STREET 8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 8 $2,500.00 $20,000.00 2 TRAFFIC CONTROL DAY 30 $2,500.00 $75,000.00
3 CLEARING & GRUBBING DAY 4 $5,000.00 $20,000.00
4 12-INCH DIAMETER STORM DRAIN LF 175 $160.00 $28,000.00 5 42-INCH DIAMETER STORM DRAIN LF 360 $300.00 $108,000.00 6 STORM DRAIN INLET EACH 3 $5,000.00 $15,000.00
7 CONCRETE HEADWALL EACH 1 $20,000.00 $20,000.00
8 STORM DRAIN MANHOLE EACH 1 $8,000.00 $8,000.00
9 CONCRETE S.D. JUNCTION BOX EACH 1 $40,000.00 $40,000.00 10 CONNECT TO EX. S.D. JUNCTION BOX EACH 1 $10,000.00 $10,000.00 11 CEMENT SLURRY BACKFILL CY 450 $200.00 $90,000.00
12 ASPHALT CONCRETE TON 180 $250.00 $45,000.00
13 ASPHALT CONCRETE DIKE LF 100 $20.00 $2,000.00
14 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
15 RELOCATE EXISTING GAS MAIN LS 1 $50,000.00 $50,000.00 16 UNSUITABLE MATERIAL CY 100 $100.00 $10,000.00
CONSTRUCTION SUBTOTAL $546,000.00
CONSTRUCTION CONTINGENCY (20%) $109,200.00
SURVEYING (5%) $27,300.00
ENGINEERING (10%) $54,600.00
CONSTRUCTION MANAGEMENT (15%) $81,900.00
TOTAL PROJECT COST $819,000.00

151
Section 7, Item A.
142

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

DRAINAGE IMPROVEMENTS AT KARSAN ROAD
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 TRAFFIC CONTROL DAY 1 $2,500.00 $2,500.00
3 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
4 EARTHWORK LS 1 $10,000.00 $10,000.00
5 ULTRA BLOCK RETAINING WALL LF 100 $200.00 $20,000.00
6 AGGREGATE BASE TON 60 $100.00 $6,000.00
7 ASPHALT CONCRETE TON 30 $250.00 $7,500.00
8 EROSION CONTROL DAY 1 $5,000.00 $5,000.00
9 ROCK SLOPE PROTECTION TON 100 $150.00 $15,000.00
CONSTRUCTION SUBTOTAL $78,500.00
CONSTRUCTION CONTINGENCY (20%) $15,700.00
SURVEYING (5%) $3,925.00
ENGINEERING (10%) $7,850.00
ENVIRONMENTAL PERMITS $40,000.00
CONSTRUCTION MANAGEMENT (15%) $11,775.00
TOTAL PROJECT COST $157,750.00

152
Section 7, Item A.
143

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE
DRAINAGE IMPROVEMENTS AT 310 GOPHER FLAT ROAD
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 CLEARING & GRUBBING DAY 1 $5,000.00 $5,000.00
3 18-INCH DIAMETER STORM DRAIN LF 140 $200.00 $28,000.00 4 STORM DRAIN INLET EACH 2 $5,000.00 $10,000.00
5 FLARED END SECTION EACH 2 $2,000.00 $4,000.00
6 ROCK SLOPE PROTECTION TON 10 $150.00 $1,500.00
7 AGGREGATE BASE TON 30 $100.00 $3,000.00
8 ASPHALT CONCRETE TON 24 $250.00 $6,000.00
CONSTRUCTION SUBTOTAL $60,000.00
CONSTRUCTION CONTINGENCY (20%) $12,000.00
SURVEYING (5%) $3,000.00
ENGINEERING (10%) $6,000.00
CONSTRUCTION MANAGEMENT (15%) $9,000.00
TOTAL PROJECT COST $90,000.00

153
Section 7, Item A.
144

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

DRAINAGE IMPROVEMENTS FOR

SPANISH STREET DRAINAGE INLET REPLACEMENT
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 4 $2,500.00 $10,000.00 2 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
3 TRAFFIC CONTROL DAY 10 $2,500.00 $25,000.00
4 18-INCH DIAMETER STORM DRAIN LF 25 $200.00 $5,000.00
5 STORM DRAIN INLET EACH 4 $5,000.00 $20,000.00
6 CEMENT SLURRY BACKFILL CY 5 $200.00 $1,000.00
7 AGGREGATE BASE TON 40 $100.00 $4,000.00
8 ASPHALT CONCRETE TON 20 $250.00 $5,000.00
CONSTRUCTION SUBTOTAL $80,000.00
CONSTRUCTION CONTINGENCY (20%) $16,000.00
SURVEYING (5%) $4,000.00
ENGINEERING (10%) $8,000.00
CONSTRUCTION MANAGEMENT (15%) $12,000.00
TOTAL PROJECT COST $120,000.00

154
Section 7, Item A.
145

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE
DRAINAGE IMPROVEMENTS AT 154 TO 180 BADGERT STREET
8/23/2024
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 CLEARING & GRUBBING DAY 2 $5,000.00 $10,000.00
3 TRAFFIC CONTROL DAY 6 $2,500.00 $15,000.00
4 18-INCH DIAMETER STORM DRAIN LF 250 $200.00 $50,000.00 5 STORM DRAIN INLET EACH 2 $5,000.00 $10,000.00
6 FLARED END SECTION EACH 1 $2,000.00 $2,000.00
7 ROCK SLOPE PROTECTION TON 20 $150.00 $3,000.00
8 CONCRETE VALLEY GUTTER SF 1,200 $40.00 $48,000.00
9 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
10 AGGREGATE BASE TON 50 $100.00 $5,000.00
11 ASPHALT CONCRETE TON 50 $250.00 $12,500.00
12 EROSION CONTROL DAY 1 $5,000.00 $5,000.00
CONSTRUCTION SUBTOTAL $171,500.00
CONSTRUCTION CONTINGENCY (20%) $34,300.00
SURVEYING (5%) $8,575.00
ENGINEERING (10%) $17,150.00
CONSTRUCTION MANAGEMENT (15%) $25,725.00
TOTAL PROJECT COST $257,250.00

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146

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

AMELIA STREET REHABILITATION

FROM HANFORD TO SPANISH STREET
1/13/2025
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 TRAFFIC CONTROL DAY 2 $2,500.00 $5,000.00
3 CLEARING & GRUBBING DAY 1 $5,000.00 $5,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 50 $400.00 $20,000.00 6 ASPHALT CONCRETE TON 200 $350.00 $70,000.00
7 AGGREGATE BASE TON 70 $100.00 $7,000.00
8 ADJUST WATER VALVE BOX TO GRADE EACH 6 $750.00 $4,500.00 9 SIGNING AND STRIPING LS 1 $5,000.00 $5,000.00
CONSTRUCTION SUBTOTAL $125,000.00
CONSTRUCTION CONTINGENCY (20%) $25,000.00
SURVEYING (5%) $6,250.00
ENGINEERING (10%) $12,500.00
CONSTRUCTION MANAGEMENT (15%) $18,750.00
TOTAL PROJECT COST $187,500.00

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147

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

BOSTON ALLEY/RANDOLPH INTERSECTION REHABILITATION
1/13/2025
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 1 $2,500.00 $2,500.00 2 TRAFFIC CONTROL DAY 6 $2,500.00 $15,000.00
3 CLEARING & GRUBBING DAY 1 $5,000.00 $5,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 20 $400.00 $8,000.00 6 ASPHALT CONCRETE TON 50 $250.00 $12,500.00
7 AGGREGATE BASE TON 20 $100.00 $2,000.00
8 CONCRETE CURB & GUTTER LF 100 $50.00 $5,000.00
9 CONCRETE SIDEWALK SF 500 $16.00 $8,000.00
10 CONCRETE ADA RAMP EACH 4 $5,000.00 $20,000.00
11 12-INCH DIAMETER STORM DRAIN LF 50 $160.00 $8,000.00 12 STORM DRAIN INLET EACH 2 $5,000.00 $10,000.00
13 ADJUST WATER VALVE BOX TO GRADE EACH 6 $750.00 $4,500.00 14 CEMENT SLURRY BACKFILL CY 15 $200.00 $3,000.00
15 UNSUITABLE MATERIAL CY 5 $100.00 $500.00
CONSTRUCTION SUBTOTAL $110,000.00
CONSTRUCTION CONTINGENCY (20%) $22,000.00
SURVEYING (5%) $5,500.00
ENGINEERING (10%) $11,000.00
CONSTRUCTION MANAGEMENT (15%) $16,500.00
TOTAL PROJECT COST $165,000.00

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148
Completed Projects
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149
Project Title: Location:

Oro Madre Way Overlay 251 Mahoney Mill Road to Sutter Ione Road Project Identified By:

Pavement Management Program Report –
Pavement Condition Index (PCI) = 15, which
is the fifth worst rated street in town. This
project was also included in Table 3.14 of
the Circulation Element (Project ID RD-1).

Work Description:

Install 2” asphalt concrete for approximately
1,525 L.F. of road and drainage
improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2022 Dollars)
Construction 1 LS $213,500.00 $213,500.00
Construction Contingency (20%) $ 42,700.00
Surveying (5%) $ 10,675.00
Engineering (10%) $ 21,350.00
Construction Management (15%) $ 32,025.00
Subtotal $ 106,750.00
Total Estimated Cost (after project bid, at project award) $320,250.00 ADD IN ACTUAL COSTS – KEEP ESTIMATES AND ADD COLUMN FOR ACTUAL

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150

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

ORO MADRE WAY OVERLAY
FROM 251 MAHONEY MILL ROAD TO SUTTER IONE ROAD
5/4/2022
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 2 $2,500.00 $5,000.00 2 TRAFFIC CONTROL DAY 4 $2,500.00 $10,000.00
3 CLEARING & GRUBBING DAY 1 $5,000.00 $5,000.00
4 ASPHALT CONCRETE GRIND DAY 2 $6,000.00 $12,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 70 $400.00 $28,000.00 6 ASPHALT CONCRETE TON 500 $250.00 $125,000.00
7 AGGREGATE BASE TON 75 $100.00 $7,500.00
8 ADJUST MANHOLE TO GRADE EACH 1 $2,500.00 $2,500.00
9 ADJUST DROP INLET TO GRADE EACH 1 $2,500.00 $2,500.00 10 18-INCH DIAMETER STORM DRAIN LF 40 $200.00 $8,000.00 11 STORM DRAIN INLET EACH 1 $5,000.00 $5,000.00
12 CEMENT SLURRY BACKFILL CY 10 $200.00 $2,000.00
13 UNSUITABLE MATERIAL CY 10 $100.00 $1,000.00
CONSTRUCTION SUBTOTAL $213,500.00
CONSTRUCTION CONTINGENCY (20%) $42,700.00
SURVEYING (5%) $10,675.00
ENGINEERING (10%) $21,350.00
CONSTRUCTION MANAGEMENT (15%) $32,025.00
TOTAL PROJECT COST $320,250.00
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Section 7, Item A.
151
Project Title: Location:

Eureka Road Overlay Sutter Hill Road to Old Ridge Road
Project Identified By:

City Staff.

Work Description:

Install 2” asphalt concrete for approximately
1,100 L.F. of road and drainage
improvements.

General Line Item Estimated
Quantity Unit Unit Price Total Cost (2022 Dollars)
Construction 1 LS $299,850.00 $299,850.00
Construction Contingency (20%) $ 59,970.00
Surveying (5%) $ 14,992.50
Engineering (10%) $ 29,985.00
Construction Management (15%) $ 44,977.50
Subtotal $ 149,925.00
Total Estimated Cost (after project bid, at project award) $449,775.00 161
Section 7, Item A.
152

CITY OF SUTTER CREEK

PRELIMINARY ENGINEER'S ESTIMATE

EUREKA ROAD OVERLAY

FROM SUTTER HILL ROAD TO OLD RIDGE ROAD
5/4/2022
ITEM UNIT OF EST. UNIT ITEM
NO. ITEM MEASURE QTY. PRICE TOTAL
1 LOCATE & PROTECT EXISTING UTILITIES DAY 4 $2,500.00 $10,000.00 2 TRAFFIC CONTROL DAY 8 $2,500.00 $20,000.00
3 CLEARING & GRUBBING DAY 4 $5,000.00 $20,000.00
4 ASPHALT CONCRETE GRIND DAY 1 $6,000.00 $6,000.00
5 ASPHALT CONCRETE LEVELING COURSE TON 75 $400.00 $30,000.00 5 ASPHALT CONCRETE TON 375 $350.00 $131,250.00
6 AGGREGATE BASE TON 50 $100.00 $5,000.00
7 12-INCH DIAMETER STORM DRAIN LF 85 $160.00 $13,600.00 8 FLARED END SECTION EA 4 $4,000.00 $16,000.00
9 AC DIKE LF 800 $20.00 $16,000.00
10 EARTHWORK LS 1 $10,000.00 $10,000.00
11 CEMENT SLURRY BACKFILL CY 10 $200.00 $2,000.00
12 UNSUITABLE MATERIAL CY 100 $100.00 $10,000.00
13 SIGNING AND STRIPING LS 1 $10,000.00 $10,000.00
CONSTRUCTION SUBTOTAL $299,850.00
CONSTRUCTION CONTINGENCY (20%) $59,970.00
SURVEYING (5%) $14,992.50
ENGINEERING (10%) $29,985.00
CONSTRUCTION MANAGEMENT (15%) $44,977.50
TOTAL PROJECT COST $449,775.00
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Section 7, Item A.
18 Main St., Sutter Creek, CA 95685 • Telephone: (209)267-5647 • Fax: (209)267-1655 • TTY: 711 The City of Sutter Creek is an equal opportunity service provider and employer ______________________________________________________________________________

STAFF REPORT
TO: THE HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL MEETING DATE: FEB 18, 2025
FROM: CITY MANAGER DUBOIS
SUBJECT: TUT Oversight Committee
RECOMMENDATION:

Review and approve the TUT Oversight Committee Policy
BACKGROUND:

During the Jan 21, 2025 Council Meeting, the City Council discussed and proposed how they would like to see the TUT oversight committee operate. The attached policy is meant to document that discussion DISCUSSION:

Staff recommends motion to approve the policy as stated.

BUDGET IMPACT:

Staff time to prepare additional meetings and materials ATTACMENT:

TUT Oversight Committee Policy
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Section 7, Item B.
2 [Type text]
Transaction and Use Tax Oversight Committee Policy
BACKGROUND:

OnNovember 5, 2024,the citizens of Sutter Creek voted overwhelmingly (67.29%)to approve Measure Pto generate additionalcityrevenues byimposingaonepercentlocal add-on transactions and use tax.

Measure Pexempts essentialpurchases likegroceries andprescription medicine from this tax to ensure the costis not a burden on those with fixed or limited incomes.

Measure Prequires independent annual audits andpublicdisclosure of all Measure P fundsto ensure the funds are usedin accordance withthe Measure's statedpurpose.

Measure Pstatesthatthesales tax revenue willbeusedasfundingsupport for the followingpurposes:
 Improvingthe City's aging infrastructure including maintainingCity roads, repairing potholes, and repairing storm drains;
 Protectingpublic safety bymaintaining rapid emergency response times, attracting qualified police officers forpolice patrols, and managingflammable brush andvegetation to prevent wildfires;
 HelpingSutter Creek qualify for state andfederalmatchingfunds for projects and; Supportinglocalbusinesses.

The Measure Psales taxincrease will gointo effectonApril1, 2025.

OVERSITE COMMITTEE
Oversite Committee was authorized by the Sutter Creek CityCouncilto provide a transparent and objective process by which the citizens of Sutter Creek will be assured that allMeasure P derived expenditures willbe used forthe purposes stated in the Measure passed bythe voters in 2024.
1) MEMBER SELECTION
a) Five people will be appointed to a Transaction and Use Tax (TUT) oversight committee.

The City will recruit people to apply and Council members will suggest names. For the first formation of this committee, City Manager DuBois and Martin Ryan (who has agreed to be on the committee) will review applicants and select four additional members b) The City Manager will solicit applications / interest in the future as replacements are needed from Council and via City communication channels. 2) SCOPE and RESPONSIBILTIES
a) The Committee will review and approve all city budget proposals concerning the TUT expenditures to publicly certify that all expenditures are either in compliance with, or out of compliance with, the Measure's stated purposes b) The Committee has no other responsibility. They do not determine how funds are allocated between appropriates uses or on other parts of the City budget as part of the 164
Section 7, Item B.
18 Main St., Sutter Creek, CA 95685 • Telephone: (209)267-5647 • Fax: (209)267-1655 • TTY: 711 The City of Sutter Creek is an equal opportunity service provider and employer oversight committee.
3) COMMITTEE PROCESS
a) Each year, the TUT Committee will first elect a Chair to run the meeting and report to Council at a future Council meeting.
b) The oversight committee will be sent a Staff report on the TUT budget and how TUT funds are proposed to be allocated during the upcoming fiscal year. c) The Committee will meet with City Staff in a public meeting, to review and discuss the proposed use of funds with minutes made available to the citizens of Sutter Creek. d) The Committee will vote to confirm/reject that the funds are proposed to be spent for the proper purposes.
e) The TUT Oversight Committee Chair will attend the Council meetings when the TUT is discussed in the budget, and report on the oversight committee’s findings. 165
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STAFF REPORT
TO: TOM DUBOIS, CITY MANAGER
MEETING DATE: FEBRUARY 18, 2025
FROM: DAN LAFONTAINE, PUBLIC WORKS DIRECTOR

SUBJECT WWTP PROJECT PLANNING UPDATE
Objective: The objective of this staff report is to provide an update to the current WWTP planning progress to the council.

Wastewater Treatment Plant Major Milestones Completed:

During the last year the City has made much progress in the planning of a new WWTP. During the last year the City has performed the following actions:
 Project report completed (Carollo) which outlines the background of the plant and a conceptual view of some alternatives. The report is of minimal use moving forward.
 Rate Study completed and new rates implemented in July 2025 raising out rates to be in line with current costs. Implemented savings for the new WWTP in the CIP.  The financial borrowing power of the City has been determined. This will allow City staff and counsel to make a more informed decision on what scope of work we can afford.
 Grant sources identified through current grant consultant (California Consulting group). By adding to the scope of the new WWTP and adding energy conservation and water reuse, other grant funding opportunities have been identified.  Capacity recapture of unused allocations through detailed analysis of several developments that did not occur. We have also identified enough capacity for the first phase of a new potential development (Gold Rush). The full project will require additional capacity.
 Working relationship with the City of Ione and CDCR to dispose of wastewater through ARSA. Last year we disposed of 250-acre feet and are starting the wet season with nearly empty reservoirs.

Treatment Education Background and Current Status:

A brief background of what the current WWTP does and its current limitations. WWTP’s can be designed to remove primary, secondary or tertiary wastewater constituents. Primary treatment consists of removal of large and small particles from sewage (physical removal). Seconmdary treatment involves a biological process that further purifies wastewater (this is what our current plant accomplishes). This level of treatment can be land applied but cannot be sent directly to 166
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rivers and lakes without some form of filtration. Tertiary treatment occurs after secondary and usually includes some form of filtration including dissolved nutrient removal (nitrogen and phosphorus) making it suitable for reuse (think recycled water).

Another area that needs to be discussed is the collection system upstream of the WWTP. The collection system piping is riddled with inflow and infiltration (I/I) that account for high peaking factors from normal dry weather flows. Every collection system experiences some form of I/I but studies have shown that peaking factors can be engineered out cost effectively down to 120 gallons per capita per day. At the current City of Sutter Creek population of 2,646 that would give us a daily influent flow of 0.32 MGD. Currently we experience peaking factors of 6 to 7 times normal flow (approximately 2 MGD at times of extreme weather). This is of concern because any new WWTP must be designed to peak flow factors yielding an oversized plant that requires much more capital outlay. This also yields large inefficiencies because large storms are essentially clean water due to dilution that must be accommodated through the WWTP as wastewater.

The City’s master plan identified discharge into Sutter Creek as the preferred alternative based on cost. Staff is taking steps to create a new plant that will enable year-round creek discharge.

Current Status
To combat inefficiencies and reduce capital outlay we are attaching this problem from a few engineering perspectives. We have performed a few smoke tests throughout the town to combat inflow. This has led to numerous instances of easy fixes that we believe will reduce flows of rainwater into the collection system such as open cleanouts, direct connection roof drains, and any storm water cross connections. We also replaced the mains in Sutter Oaks which has already resulted in fewer emergency callouts and although it has only been a short time no spills. We are targeting basins by installing over 25 flow meters in the collection system basins to collect data from our largest offenders. This data is invaluable in determining where to spend our capital. We have identified over 6 priority projects to accomplish. These are mainly the top-known offenders for I/I and or emergency callouts. After we receive the flow meter data this season, we can determine the largest basin to attach in 2026.

At the WWTP we have done our best to minimize any capital outlays besides essential projects to either improve our ability to treat storm flows (roto-strainers) or improve reliability of treatment process (installing recirculation pumps to decouple hydraulic from organic loading). We have also completed an energy assessment and determined what our current load requirement is and how much that will increase due to producing higher quality effluent. This is a good baseline to determine what energy improvements we can implement and what cost savings can be achieved through capital outlay.

On the disposal side, the regional water quality control board has begun the process of updating the current waste discharge requirements (WDR) by requesting that all parties involved (ARSA, City of Ione, and CDCR) complete individual water balances and then one combined water balance.

The regional water board has made some changes in what is allowed in terms of disposal, leaving the group with too much water and not enough disposal capacity. Initial comments from the individual water balances are that all parties will need to spend significant capital to obtain an approved combined disposal. Pertaining to ARSA, flood irrigation will not be allowed to continue so new spray fields will need to be investigated if ARSA decides to stay in the group. Along with 167
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the capital required for proper land application the pipeline is very old and breaks frequently. The estimated costs to bring the ARSA pipeline and reservoirs (which are leased to ARSA and is owned by the State of California) up to reliable operation to $40-50 million dollars.

Future issues and Challenges

As we look into the future of our WWTP planning, we are faced with the question of whether to build new or refurbish the existing plant. Although the refurbishment of the existing plant (no new treatment technology or level of treatment) is less costly there are some areas to consider.

Environmental/Regulatory challenges: The current permits are 30 years old and discussions with the water board indicated that the permits will be updated within the next few years for the treatment plant. ARSA is already being asked to produce a joint water balance as a precursor to a new WDR for disposal. Based on conversations with the water board, City staff believe that a new WDR will be issued following the ARSA permit update. Current regulatory trends indicate that nutrient removal regulations are becoming more stringent from the regional water boards. As the current plant does not address nitrogen removal (secondary treatment) new treatment technologies will need to be employed at that time. Even if nutrient removal is not addressed in this region, the new permits will require stricter process controls and additional sampling requirements. Most current WDR’s have many more constituents to sample for than our current permit.

Disposal location and issues: Currently the WWTP discharges through the ARSA pipeline to the Castle Oaks golf course. In preparation for the individual water balance, ARSA has received comments that flood irrigation will no longer be approved disposal method. With one of our major spray fields using flood irrigation (Bowers Ranch), this greatly reduces our ability to dispose of all of our wastewater. To make matters worse, similar issues have been noted with the City of Ione and CDCR. Current individual water balances indicate that there is not enough disposal capacity and that does not consider any growth in the City of Sutter Creek or the City of Ione. Significant growth is occurring in the City of Ione. Wicklow Way in Martel may develop and the City of Sutter Creek may also have some growth. Maintaining even our current disposal is costly - the cost to identify and develop new spray fields for ARSA pipeline to dispose of the City of Sutter Creek wastewater alone are estimated at 5 million dollars (back in 2017). Even if a significant capital outlay is spent, the disposal is predicated on good working relationships with our regional partners. Historically this has been a significant issue for the City to maintain operations.

Costs: Although no one wants to spend money on a new WWTP, costs will never be cheaper than they were yesterday. Time is money. Spending money on City owned assets means the City is the sole decision maker in how to use those assets (unlike spending money on State owned assets, ARSA pipeline). Implementing new technologies also puts Sutter creek at the forefront of innovation and environmental stewardship which can allow the City to pursue grants that would not be available with upgrading old technology. We also have an opportunity with a new WWTP to take advantage of energy cost savings by bundling energy efficiency with the new WWTP planning. In addition to energy efficiency, the new WWTP will be equipped with a SCADA system that will allow more people to access alarms and correct problems reducing the amount of emergency callouts that add major unforeseen costs to our operating costs. 168
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Self Determination: Perhaps the biggest reason to build a new plant, is self determination. By building a plant able to discharge to the creek, the City will be in control of its future. This is a long term asset, for the next 40-50 years, that will let Sutter Creek decide how it wants to evolve as a city and as a regional wastewater facility.

Conclusions / Next Steps
This is a check-in with Council on where we are in the process. With Council’s agreement, we will begin to communicate our intentions to partners and residents. This is a year’s long process, that needs to be managed carefully. It is important that all of our constituents understand where we are heading and why in the next 5 – 8 years. It’s also important that our partners understand we want to work with them in the immediate term. Done properly, this allows all parties involved to make smooth transitions.

In the coming weeks and months, the City will be entering into an agreement with HydroScience as the City’s wastewater engineer (replacing Gary Ghio who is retired) and Owner representative in the design build process. We will be creating a roadmap of steps to achieving a better project.

We will be working to characterize the influent and effluent of the current treatment plant and determine what treatment requirements will be needed to obtain proper discharge.

This is a multi-faceted decision. Based on all aspects of the situation, staff strongly supports the preferred alternative to move forward with the planning and design of a new tertiary treatment plant with year-round disposal into Sutter Creek with some reuse in the Gold Rush development.

Once we are ready, we will return council to approve a Request for Qualifications and a draft contract. Once those documents are in place we will publish the RFQ and select the most qualified firm. In parallel with these efforts, we will be pursuing additional funding options including specific grants and development fees. We expect the funding work to take 1 – 2 years while the design and regulatory work is underway.
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1 Staff Report
To: Tom DuBois, City Manager
Meeting Date: February 18, 2025
From: Matt Ospital, PE City Engineer
Subject: Project Status Update
Type: Project Status Memo
Tom, the following is a status update of all projects WGA is currently working on:

1. Building Inspections/Plan Check – Continuing building inspections on Tuesdays and Thursdays or as needed. Building plan check is being performed on a continual basis as plans are submitted. For January 2025:
3 Plan checks were completed
17 Inspections were completed

2. Encroachment Permit Review – Encroachment permits are reviewed as needed when requested by the City’s Account Clerk, Holly Boehme. For January 2025:
2 Permit reviews were completed
0 Inspections were completed

3. Code Enforcement
A. 30 Ridge Road – Property owners’ representative has made application for Building permit to upgrade underground fuel tanks. Building Department has placed conditions on the permit for some resolution prior to permit issuance. Currently waiting for meeting on site with owner to discuss.

B. 300 Hanford Street – Surveyor scheduled to identify property boundaries as it relates to Lincoln Avenue.
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2 C. Eureka Mine Site – Planner and city manager met with property owner Monday 1/13/25 to get update. Property owner is working on site plan approval and contacting Department of Toxic Substances Control (DTSC).

4. Capital Improvement Plan (CIP) – The CIP was discussed at the January 6, 2025 Council meeting. The City Council recommended accepting the CIP with minor modifications. The City Engineer’s team is working with the City Manager and Public Works Director to update the CIP with these minor modifications and bring it back to Council. 171
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STAFF REPORT
TO: TOM DUBOIS, CITY MANAGER
MEETING DATE: FEBRUARY 18, 2025
FROM: DAN LAFONTAINE, PUBLIC WORKS DIRECTOR
SUBJECT PUBLIC WORKS DEPARTMENT REPORT FOR JANUARY 2025 Objective: The objective of this staff report is to provide a monthly status update regarding activities within the Public Works Department.

Executive Summary: We made some major progress at the WWTP as we installed roto-strainer number 4. Now that we have two operational roto strainers, we are more equipped to handle storm flow into the plant. This allows more of the influent to be routed through the normal treatment process and less reliance on the emergency pond. We also received another chemical storage tank to increase our capacity and reduce mobilization costs. On the ARSA pipeline we held a meeting to review draft comments from the water board and feel confident that we can address all issues with the individual water balance. ARSA also sent in our intent to produce a combined water balance with the City of Ione and CDCR to the regional water board. We were lucky to get the CalFire crews in January (just prior to them mobilizing to the LA fires) and had them begin to clear the old mine site. This is a huge effort that will take many months of work that are being done as fire fuel reduction mitigation at all the City properties. We also addressed a concern from the first council meeting of Jan of limited visibility on Badger and Main street by adding a mirror to see further out into Main to increase the vehicle safety around town. Last but not least in addressing the beautification of the City areas, we refurbished some trash cans around town and received them back. The cans were sandblasted and powder coated to give them a fresh look. We also added bark at the gateway park to protect the wildflower seeds and add to the look of the park.

Upcoming: In February Public works will be taking advantage of the any storms that come in to check out all our storm water projects and ensure that they are working as designed. We will also continue to take advantage of the nicer weather to fill potholes. If you see a pothole, please notify any City staff so we can jump on them as sometimes they pop up within a few days. We will be working on getting together the list of collection system repairs to go out to bid and working to update our individual water balance to submit to the water board. We anticipate having rotostrainer 3 back in place and operational by the end of February. 172
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Detailed Summary: Below is a detailed summary and/or status of the main PW responsibilities; Collection System, Wastewater Treatment Plant, Effluent Disposal, Streets and City Right of Way, Parks and Buildings, and Service Callouts.

Collection System Status:

CIP work
 The list of collection system repairs has been completed. Currently we are getting plans and specifications together. We anticipate soliciting bids in February or March.

SSMP Activity
Calls for service
 1/3/2025; 245 Oak Ct. plugged common lateral.
 1/10/2025; 59 Bryson Alley, plugged City main
 1/20/2025; 440 Hwy 49, plugged City main
Sewer System Cleaning and Maintenance.
 For December 2024, there was 511 feet of sewer line cleaned. The total amount cleaned for the calendar year 2024 is 19,207 feet. The total for calendar year 2023 was 31,023 feet. Although this number looks small it was much more targeted.

Wastewater Treatment Plant Status:

The WWTP met all the effluent quality discharge requirements for the month of January 2025.

Table 1. Monthly Status of required reporting constituents.

Constituent Monthly Results Monthly Limits
Monthly Influent Flow 9.468 MG 0.315 MGD daily avg 0.48 mgd1 Effluent BOD, mg/L 14 mg/L 30 mg/l
Effluent Settleable Matter,
mL/L
< 0.1 ml/L 0.5 ml/l
Effluent TSS, mg/L 15 mg/L 30 mg/l
Total Coliform, MPN 1.8 mpn 23 mpn
Sludge Wasted 37,261 gallons
Rain 0.90 in. 10.65 in. YTD –27.52” Last YTD
1 The 0.48 MGD is daily dry weather flow (May through October).

Plant Compliance Issues: The monthly December 2024 report was electronically submitted to the Regional Water Quality Control Board.

Operational Strategy Modifications:
 The rag bin was hauled on January 15, 2025.
 We continued normal sludge wasting in January with 37K gallons dewatered.  Roto strainer #4 was reinstalled on January 28, 2025, and began operation (see photo below). All parts have been ordered to install Roto strainer #3 and will be installed in February 2025. With the addition of Roto strainer # 4, the plant capacity has increased, and we are better equipped to handle storm flows. This 173
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allows us to route stormwater flows directly through the treatment process without the use of the emergency pond.
 The second Chlorine tank that was ordered in 2024 arrived on January14, 2025.

The team will be working to plumb that tank into our treatment train in the coming months. The addition of a second tank will add 1,015 gallons of storage and allow our supplier to deliver more product in a single trip thus reducing mobilization costs to the plant. This tank also adds redundancy to the plant in case the first tank develops a hole or becomes inoperable for any reason.
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 The chlorine pumps (lead and lag) have shown signs of failure (motor overheating and constant tripping). New pumps have been ordered, and lead times have been estimated at 3 months. We anticipate to have them in hand around March.  We continue to meet with firms to discuss the new WWTP. We are hopeful that in the next few months we will issue a request for qualifications (RFQ) to move forward with the WWTP direction and design.

Effluent Disposal
 Bowers and Hoskins irrigation were discontinued for the season on October 31, 2024.  Ione has received approximately 250 acre-ft from the ARSA pipeline for the 2024 disposal season.
 On January 27, 2025, ARSA, the City of Ione, and CDCR attended a meeting with the regional water quality control board to discuss the individual water balances and discuss the intent of producing a joint water balance. A timetable of events was produced by the regional water board that included comments back from the individual water balances in early February and a request for the intent of all agencies to work together to produce a joint water balance by Feb 1st, 2025. The deadline to revise the individual water balances is Feb 24,2025. ARSA has sent in a letter expressing their intent to continue with a joint water balance on Feb 1st, 2025.  The Division of Safety of Dams (DSOD) has reviewed the ROV video inspection and concurred with our engineering assessment that the Henderson underdrain pipe has not worsened significantly since last year. The DSOD has also approved a one-year extension until February 2026 or construction to commence on the Henderson underdrain.
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 The replacement flow meter for the Bowers irrigation has arrived and will be installed in the coming months.
 Ongoing maintenance of the cattle water troughs along the pipeline. Irrigation sprinklers and valves are being repaired constantly
 Weed and rodent abatement at the three reservoirs.
 Send weekly updates to the Regional Board on reservoir levels and volumes.  Daily flow checks and level readings.

Streets and City Right of Way.
 The Christmas lights across main street were taken down the week of January 13th  The public works team has been at work filling potholes around town in in anticipation of more rain to come, hopefully.
 A problem had developed at Oro Madre from the new construction which resulted in debris coming onto the road. It was discovered that a drain was clogged that was vital to allow overflow storm flows to be properly routed. After noticing the issue, Public works uncovered the drain and build a headwall to capture any rouge flow. The pipe, once unclogged with the new headwall has withstood a few storms in early Feb. See pictures below:

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 A mirror was installed at the intersection of Badger and Main Street to aid vehicles to be able to see approaching cars in the Main Street Southbound lane. This addition should aid to the safety of drivers in our downtown area. See picture below:

Parks and Buildings
 The California Department of Fish and Wildlife (CDFW) has determined that our creek cleaning projects require a Lake or Streambed Alteration Agreement (creek cleaning permit) and has sent a draft agreement on Nov 21, 2024. The City responded in December with questions and concerns and is currently awaiting a response from CDFW.
 We received the refurbished trashcans, and they look amazing. The public works team has reinstalled them in the auditorium parking lot and in Minnie Provis Park. In the coming months we will remove a few more trashcans at a time and send them to be 177
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refurbished. If anyone has a specific trash can that you think looks tired and worn out, please let staff know so we can add that to the priority list. See pictures below:

 Bark has been added to the Gateway park to protect the wildflower seeds and add to the beautification of one of the main entrances to Sutter Creek.  CalFire crews were present the week of June 13th and worked on clearing the top of the old min site. We were lucky enough to get a few crews for three days before they were called down to the LA fires. They were able to clear and burn all areas on the top of the mine site. This is a long-term project that public works is prioritizing to increase our fire resiliency. See picture of the results below:
 Electricity has been installed at the Wi-Fi router in the historic grammar school. The IT department is working to set up the connection and should be accessible very shortly.

This is a welcome infrastructure improvement to the historic grammar school.

Service Requests
Responded to three service requests in December.
 Four for street issues
 One was for a facility issue
 One was for a storm drain issue
 Two were for sewer
 One was forwarded to code enforcement
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18 Main St., Sutter Creek, CA 95685 • Telephone: (209)267-5647 • Fax: (209)267-1655 • TTY: 711 The City of Sutter Creek is an equal opportunity service provider and employer ____________________________________________________________________________ TO: TOM DUBOIS, CITY MANAGER
MEETING DATE: FEBRUARY 18, 2025
FROM: MASON PETERS, FINANCE SUPERVISOR
SUBJECT: FINANCE DEPT. JANUARY 2025 REPORT

CITY HALL/FINANCE DEPARTMENT UPDATE
 We are in full swing with Tyler implementation. Staff are taking trainings, both live and self-paced. Administration is attending orientation trainings to get familiar with navigating the software and basic functions. Tyler is reviewing data extracts out of MOMs and incorporating it into Tyler for testing. In February, we have many meetings going into more detail about our processes in the office, so we build Tyler in a way that accomplishes what we need to get done, but in a more efficient way.  We are in the final phase of the audit for FY24. We continue to send documentation and answer questions. Periodically, we have online meetings with them to go over details in person.
 1099’s were mailed out to our vendors timely so they can file their taxes.  We continued communications with iBank regarding potential financing for the wastewater treatment plant. A RFQ is being developed to generate bids from contractors for the eventual work.

ACCOUNTS PAYABLE ACTIVITY
In January 2025, 65 warrants were issued, totaling $411,892.74. For comparison, in January 2025, all warrants totaled $167,849.24.

We paid the 2nd quarter payment to ARSA based on the payment schedule that was provided.

Our next payment will be in March. We also paid our quarterly Liability and Worker’s Compensation premium payment.

We paid the Amador County Elections Office for their help with Measure P during elections season. It was more than we had budgeted for, but we are grateful for their assistance and for the measure passing. I would say the money spent here will be clearly worth it in the long run once we start seeing the revenue appear.
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2 ACCOUNTS RECEIVABLE ACTIVITY
In January 2025, we received:
 Transient Occupancy Tax (TOT):
o In January 2025, we received $19,433.28 so far for December short term rentals.

For comparison, in January 2024, we received $13,527.63.  Building Permits:
o In January 2025, we issued 7 building permits, totaling $4,978.41. Compared to January 2024, we issued 9 permits and total revenue generated at that time was $3,480.76. We had an assortment of projects happening around town: HVAC, solar, windows, and a remodel.
 Sewer Billing
o Auto Pay Customers
 Current Month: 382 (-2)
 Prior Month: 384
o E-Bill Customers
 Current month: 230 (-1)
 Prior Month: 231
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Funds Beg Balance Cash In Cash Out Journals End Balance 01 - General Fund 686,022.00 254,390.00 118,777.00 (75,130.00) 746,505.00 03 - Streets and Sidewalks 124,333.00 17,842.00 16,481.00 (8,564.00) 117,130.00 04 - Crestview Light District 3,737.00 106.00 153.00 (89.00) 3,601.00 07 - Cemetary Sell of Plots (192.00) - - - (192.00)
09 - HMGP Hazard Mitigation Grant Proj 1,239.00 - - - 1,239.00 10 - Sewer M&O 2,282,299.00 178,430.00 80,459.00 68,933.00 2,449,203.00 11 - Sewer WCRF Hook up Fees 116,107.00 - - - 116,107.00 12 - Sewer Line Replacement 617,664.00 - - - 617,664.00 14 - Sewer Cap Reserves 1,000,439.00 - - - 1,000,439.00 17 - Monteverde Store 526.00 586.00 - (362.00) 750.00
19 - Knights Foundary Restore 2,917.00 - - - 2,917.00
23 - General Fixed Assets (563,168.00) - - - (563,168.00) 26 - COSC Community Facilities 970.00 - - - 970.00
28 - Public Safety/AB109, Grant 11,613.00 - - - 11,613.00 29 - Swimming Pool (2,361.00) - - - (2,361.00)
30 - Trafffic Mitig - S. Crest Gopher Flat (77,710.00) - - - (77,710.00) 31 - Traffic Mitig - S.Hill/Mesa de Oro 82,778.00 - - - 82,778.00 32 - Traffic Mitig - Crestview (24,779.00) - - - (24,779.00) 33 - Traffic Mitig - Sutter Ione (38,262.00) - - - (38,262.00) 34 - Traffic Mitig - Highway 49 Bypass 61,760.00 - - - 61,760.00 35 - Traffic Mitig - General 244,215.00 - - - 244,215.00 36 - Traffic Mitig - County Regional 1,712.00 - - - 1,712.00 37 - Parking In Lieu 66,456.00 - - - 66,456.00
38 - Fire Mitigation 40,119.00 - - - 40,119.00
39 - General Reserve 378,817.00 - - - 378,817.00
42 - AB1600 163,623.00 - 18,562.00 - 145,061.00
47 - Grant Projects non-CIP 55,245.00 - - - 55,245.00
48 - Covid-19 1,221.00 - - - 1,221.00
50 - COPS Fast Program 2,694.00 - - - 2,694.00
55 - SC Bridge Replacement CalTrans (253,806.00) - - - (253,806.00) 57 - First Time Home Buyers Grant 187,796.00 - - - 187,796.00 59 - Auditorium & Community Center Rentals 15,393.00 13,608.00 - (7,051.00) 21,950.00 60 - Funding for Oak Bypass Mitigation 90.00 - - - 90.00 73 - Park Impact Fee 110,814.00 - - - 110,814.00
80 - Effluent Disposal (412,538.00) - 176,960.00 (16,345.00) (605,843.00) 86 - General Savings Reserve 73,377.00 - - - 73,377.00
87 - Refuse 3,415.00 - - - 3,415.00
88 - City Council Discretionary 20,935.00 - - - 20,935.00 89 - Capital Improvement Projects 83,682.00 - - - 83,682.00 91 - Road Capital Improvements (483,270.00) - - - (483,270.00) 92 - Pension & Ins Reserve 138,849.00 - - - 138,849.00
93 - Vehicle Cap Reserve 17,893.00 - - - 17,893.00
94 - Vacation Cash Out and Accruals 50,515.00 - - - 50,515.00 95 - General Operations Reserve 245,432.00 - - - 245,432.00 96 - General Capital Reserves 50,573.00 - - - 50,573.00 Totals 5,089,184.00 464,962.00 411,392.00 (38,608.00) 5,104,146.00 City of Sutter Creek
Cash Flow Report
Period Ending January 31, 2025
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FUND Name ACCT Name Budget Current Actual YTD Actual Jan 2024 YTD Actuals Pct(%) Remaining Budget General Fund Prop Tax - Secured (County) 700,400.00 - 350,716.02 373,261.71 50.07% 349,683.98 General Fund Property Tax in Lieu of MVLF 316,210.00 155,983.00 155,983.00 - 49.33% 160,227.00 General Fund Prop Tax - Curr Supple(County) 15,000.00 - - 6,763.48 0.00% 15,000.00 General Fund Delinquent Supplemental 2,100.00 - - 111.28 0.00% 2,100.00 General Fund Prop Tax - Unsecured (County) 12,000.00 - 14,904.91 18,165.06 124.21% (2,904.91) General Fund Tax, Franchise - Aces Waste 66,500.00 - 31,625.48 35,562.29 47.56% 34,874.52 General Fund Tax, Franchise - Comcast 31,000.00 - 13,945.26 14,962.97 44.98% 17,054.74 General Fund Tax, Franchise - PG&E 56,000.00 - - - 0.00% 56,000.00 General Fund Tax, Transfer - Real Property 20,000.00 1,700.60 5,339.13 13,495.92 26.70% 14,660.87 General Fund Tax, Users - Utility - 72.35 395.06 - 0.00% (395.06) General Fund Tax, TOT - Transient Lodge Tax 300,000.00 21,089.85 179,518.45 207,576.12 59.84% 120,481.55 General Fund Tax - Gen'l Retail Sales 472,262.00 32,235.40 180,089.66 263,551.74 38.13% 292,172.34 General Fund License - Business 60,000.00 8,331.00 34,595.00 42,273.29 57.66% 25,405.00 General Fund Permit - Encroachments 5,000.00 209.50 4,411.50 2,428.00 88.23% 588.50 General Fund Permit - Banner 500.00 - 50.00 - 10.00% 450.00 General Fund Permit - Garage Sale 50.00 - 35.00 45.00 70.00% 15.00 General Fund Permit / Licenses - Other 2,000.00 100.00 1,439.55 1,160.00 71.98% 560.45 General Fund Permit - Signs 1,000.00 - 480.55 900.00 48.06% 519.45 General Fund Reimbursed E&P Costs - - 1,000.00 - 0.00% (1,000.00) General Fund Sales Tax-Public Safety 16,000.00 2,355.32 8,035.43 8,210.98 50.22% 7,964.57 General Fund LEAP 57,110.00 - 56,445.60 - 98.84% 664.40 General Fund State Cops Grant 228,800.00 12,946.07 147,031.49 138,059.65 64.26% 81,768.51 General Fund Hm Prop Tax Relief - Exemption 5,250.00 2,203.67 3,148.10 3,152.93 59.96% 2,101.90 General Fund Zoning Application Fees 150.00 - - - 0.00% 150.00 General Fund Subdivision fees 5,500.00 - - 5,680.00 0.00% 5,500.00 General Fund Fees - Variance & conditional 1,000.00 9,919.26 20,834.26 - 2083.43% (19,834.26) General Fund Site Plans 48,000.00 4,000.00 26,189.90 35,784.49 54.56% 21,810.10 General Fund Building Permit Fees 100,000.00 478.20 72,678.37 84,895.02 72.68% 27,321.63 General Fund Plan Check Fees 42,000.00 1,467.82 43,441.84 25,824.97 103.43% (1,441.84) General Fund Fees-PD Services 350.00 - - 152.45 0.00% 350.00 General Fund Fees - Police Reports 800.00 60.00 210.00 635.00 26.25% 590.00 General Fund Concealed Weapon 600.00 - 600.00 200.00 100.00% - General Fund P.D. & Legal restitution 1,200.00 - - - 0.00% 1,200.00 General Fund PD Fee Special Services - 100.00 1,200.00 704.76 0.00% (1,200.00) General Fund Cemetery Revenues - - 1,000.00 - 0.00% (1,000.00) General Fund Historical Grammer School Rev 18,000.00 1,710.00 9,630.00 9,872.50 53.50% 8,370.00 General Fund Cribbs Field/Snack Shack Rent 400.00 - 185.00 240.00 46.25% 215.00 General Fund Cribbs/Snack Utilities - - 25.00 75.00 0.00% (25.00) General Fund Fees - Community Ctr Utilities 2,750.00 450.00 1,500.00 1,400.00 54.55% 1,250.00 General Fund Fees - Community Center 6,150.00 360.00 3,105.00 3,870.00 50.49% 3,045.00 General Fund Fees - Auditorium Use 7,500.00 1,455.00 5,825.00 5,325.00 77.67% 1,675.00 General Fund Lease Revenue-AT&T Wireless 35,000.00 9,982.66 30,678.59 20,300.00 87.65% 4,321.41 248
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FUND Name ACCT Name Budget Current Actual YTD Actual Jan 2024 YTD Actuals Pct(%) Remaining Budget General Fund Fees- Auditorium Utilities 2,150.00 400.00 2,150.00 1,850.00 100.00% - General Fund Fees-Jazzercise Rental Income 10,350.00 840.00 6,245.00 6,000.00 60.34% 4,105.00 General Fund Fines - Vehicle Code 7,600.00 42.49 1,602.84 5,267.36 21.09% 5,997.16 General Fund Income - Interest Earnings 2,680.00 27,234.68 82,584.63 - 3081.52% (79,904.63) General Fund Income - Rents Other 3,900.00 362.50 2,177.08 - 55.82% 1,722.92 General Fund Income - Donations, Private So 300.00 261.00 1,455.99 165.85 485.33% (1,155.99) General Fund Swimming Pool Revenues - - 380.00 9,548.00 0.00% (380.00) General Fund Income - Other Revenue - - 19,767.85 14,475.51 0.00% (19,767.85) Fund Total 2,663,562.00 296,350.37 1,522,655.54 1,361,946.33 57.17% 1,140,906.46 Streets/Sidewal Vehicle License Fee 3,265.00 4,169.03 4,169.03 - 127.69% (904.03) Streets/Sidewal Grants - County, local, misc 405,000.00 - 309,596.15 - 76.44% 95,403.85 Streets/Sidewal 2107 Highway User Tax 22,752.00 2,091.95 11,636.66 12,960.26 51.15% 11,115.34 Streets/Sidewal 2106 Highway User Tax 16,806.00 1,484.57 9,016.97 9,669.47 53.65% 7,789.03 Streets/Sidewal 2105 Highway User Tax 16,683.00 1,504.54 8,670.99 9,336.29 51.98% 8,012.01 Streets/Sidewal 2107-5 Highway User Tax 1,000.00 - 1,000.00 1,000.00 100.00% - Streets/Sidewal 2103 Highway User Tax 24,934.00 2,338.00 14,673.93 15,135.94 58.85% 10,260.07 Streets/Sidewal Road Maintenance & Rehabilit 68,453.00 6,253.97 36,741.19 37,052.54 53.67% 31,711.81 Fund Total 558,893.00 17,842.06 395,504.92 85,154.50 70.77% 163,388.08 Crestview Lgt/D Street Lighting Charges 2,650.00 - - - 0.00% 2,650.00 Fund Total 2,650.00 - - - 0.00% 2,650.00
Sewer M&O Effluent Disposal 131,000.00 32,910.95 109,755.66 41,625.50 83.78% 21,244.34 Sewer M&O Fees - Sewer Service Undist 2,472,989.00 217,911.90 1,442,686.88 1,016,056.49 58.34% 1,030,302.12 Sewer M&O Septic Dumping Fee 50,000.00 3,732.14 24,072.41 29,603.77 48.14% 25,927.59 Sewer M&O Contract Sewer Rev AWA 266,341.00 22,195.00 163,771.00 127,074.66 61.49% 102,570.00 Sewer M&O Sewer Svc Chrges Amador City 54,715.00 4,560.00 33,614.00 23,366.66 61.43% 21,101.00 Sewer M&O Late Charges 40,000.00 4,784.28 38,002.39 21,020.57 95.01% 1,997.61 Sewer M&O Income - Interest Earnings 16,000.00 - - 15,457.27 0.00% 16,000.00 Fund Total 3,031,045.00 286,094.27 1,811,902.34 1,274,204.92 59.78% 1,219,142.66 Sewer WWTP Fees - Sewer Connection Charge 30,741.00 - - 41,579.05 0.00% 30,741.00 Sewer WWTP Income - Interest Earnings 7,000.00 - - 6,530.22 0.00% 7,000.00 Fund Total 37,741.00 - - 48,109.27 0.00% 37,741.00
Sewer Line Rep. Income - Interest Earnings 7,000.00 - - 6,405.08 0.00% 7,000.00 Fund Total 7,000.00 - - 6,405.08 0.00% 7,000.00
Sewer Cap Res Income - Interest Earnings 11,000.00 - - 10,606.18 0.00% 11,000.00 Fund Total 11,000.00 - - 10,606.18 0.00% 11,000.00
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FUND Name ACCT Name Budget Current Actual YTD Actual Jan 2024 YTD Actuals Pct(%) Remaining Budget FEMA FEMA 27,192.00 - 123,190.51 - 453.04% (95,998.51)
Fund Total 27,192.00 - 123,190.51 - 453.04% (95,998.51) COSC ComFac07-1 Income - Interest Earnings 1,000.00 - - 10.05 0.00% 1,000.00 Fund Total 1,000.00 - - 10.05 0.00% 1,000.00
AB 1600 General Developer Impact Fee 5,000.00 - - 5,248.45 0.00% 5,000.00 Fund Total 5,000.00 - - 5,248.45 0.00% 5,000.00
Vehicle Cap Res Sale of Real Property - - 400.00 - 0.00% (400.00) Fund Total - - 400.00 - 0.00% (400.00)
Gen'l Oper Res FEMA 169,308.00 - 140,110.47 - 82.75% 29,197.53 Fund Total 169,308.00 - 140,110.47 - 82.75% 29,197.53
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Fund Account Department Budget Current Actual YTD Actual Jan 2024 YTD Actuals % Balance General Fund PERS Unfunded Non Department 295,440.00 - 289,517.00 134,579.83 98.00% 5,923.00 General Fund Sal/Wages-Elect City Council 15,120.00 1,260.00 8,820.00 7,560.00 58.33% 6,300.00 General Fund FICA City Council 940.00 78.12 546.84 468.72 58.17% 393.16 General Fund SUI City Council 250.00 21.42 149.94 140.76 59.98% 100.06 General Fund Medicare City Council 220.00 18.27 127.89 109.62 58.13% 92.11 General Fund Gen. Supplies City Council 150.00 - 179.00 107.75 119.33% (29.00) General Fund Elections City Council 1,000.00 3,057.66 3,315.00 - 331.50% (2,315.00) General Fund Membership/Dues City Council 2,150.00 - - - 0.00% 2,150.00 General Fund CONTINGENCY City Council 2,000.00 - - - 0.00% 2,000.00 City Council Total 21,830.00 4,435.47 13,138.67 8,386.85 60.19% 8,691.33 General Fund Salaries City Clerk 78,606.00 - 21,405.41 28,882.56 27.23% 57,200.59 General Fund Vacation Payout City Clerk 3,070.00 - 8,022.60 - 261.32% (4,952.60) General Fund FICA City Clerk 4,873.00 - 1,824.54 1,790.74 37.44% 3,048.46 General Fund SUI City Clerk 137.00 - - 94.90 0.00% 137.00 General Fund PERS City Clerk 6,280.00 - 1,784.61 2,218.16 28.42% 4,495.39 General Fund Medicare City Clerk 1,140.00 - 426.73 418.88 37.43% 713.27 General Fund Employee Benefi City Clerk 21,164.00 - 6,666.77 6,537.61 31.50% 14,497.23 General Fund Workers Comp. City Clerk 6,076.00 1,572.97 3,145.94 3,011.68 51.78% 2,930.06 General Fund Gen. Supplies City Clerk 150.00 - 62.71 30.12 41.81% 87.29 General Fund Muni Code Web City Clerk 5,100.00 3,375.00 3,375.00 - 66.18% 1,725.00 General Fund Water Utilities City Clerk - 6.22 45.88 56.13 0.00% (45.88) General Fund PG&E Utilities City Clerk - 67.10 126.29 109.78 0.00% (126.29) City Clerk Total 126,596.00 5,021.29 46,886.48 43,150.56 37.04% 79,709.52 General Fund Sal/Wages-Elect City Treasurer 2,250.00 187.50 1,312.50 1,125.00 58.33% 937.50 General Fund FICA City Treasurer 140.00 11.63 81.41 70.22 58.15% 58.59 General Fund SUI City Treasurer 47.00 - - - 0.00% 47.00 General Fund Medicare City Treasurer 33.00 2.72 19.04 16.68 57.70% 13.96 Treasurer Total 2,470.00 201.85 1,412.95 1,211.90 57.20% 1,057.05 General Fund Salaries City Manager 131,995.00 7,843.00 57,548.55 44,485.68 43.60% 74,446.45 General Fund Vacation Payout City Manager 5,078.00 - 959.75 - 18.90% 4,118.25 General Fund FICA City Manager 8,185.00 463.37 3,302.66 2,749.00 40.35% 4,882.34 General Fund SUI City Manager 176.00 73.65 73.65 161.01 41.85% 102.35 General Fund PERS City Manager 10,389.00 593.64 3,560.85 1,395.63 34.28% 6,828.15 General Fund Medicare City Manager 1,915.00 110.83 813.37 642.90 42.47% 1,101.63 General Fund Employee Benefi City Manager 27,388.00 1,236.84 7,625.68 2,956.21 27.84% 19,762.32 General Fund Workers Comp. City Manager 10,268.00 2,658.20 5,316.40 4,613.54 51.78% 4,951.60 General Fund Gen. Supplies City Manager 270.00 - 461.77 198.47 171.03% (191.77) General Fund Prof Services City Manager 13,200.00 - 10,454.35 113.99 79.20% 2,745.65 General Fund Communications City Manager - 82.95 497.64 413.49 0.00% (497.64) General Fund Travel,Conf,Trg City Manager 2,750.00 - 911.54 592.01 33.15% 1,838.46 General Fund Water Utilities City Manager 459.00 5.20 41.90 43.26 9.13% 417.10 General Fund PG&E Utilities City Manager 351.00 39.47 78.07 91.46 22.24% 272.93 General Fund CONTINGENCY City Manager 2,750.00 - - - 0.00% 2,750.00 251
Section 12, Item F.

Fund Account Department Budget Current Actual YTD Actual Jan 2024 YTD Actuals % Balance City Manager Total 215,174.00 13,107.15 91,646.18 58,456.65 42.59% 123,527.82 General Fund Salaries Finance 89,548.00 7,346.47 55,280.31 50,938.29 61.73% 34,267.69 General Fund Vacation Payout Finance 2,580.00 - 1,120.00 807.60 43.41% 1,460.00 General Fund FICA Finance 5,551.00 422.00 3,247.03 3,197.56 58.49% 2,303.97 General Fund SUI Finance 326.00 106.29 124.12 322.70 38.07% 201.88 General Fund PERS Finance 5,281.00 463.06 3,440.40 3,039.48 65.15% 1,840.60 General Fund Medicare Finance 1,299.00 95.04 755.87 747.84 58.19% 543.13 General Fund Employee Benefi Finance 25,223.00 2,306.90 15,104.03 8,521.74 59.88% 10,118.97 General Fund Workers Comp. Finance 6,900.00 1,786.29 3,572.58 5,166.36 51.78% 3,327.42 General Fund Gen. Supplies Finance 11,650.00 1,051.71 5,162.24 3,832.06 44.31% 6,487.76 General Fund Network Svcs Co Finance 5,318.00 432.30 2,593.80 3,020.83 48.77% 2,724.20 General Fund MOM online fees Finance 6,078.00 1,396.64 9,899.12 7,268.47 162.87% (3,821.12) General Fund Audit & Acctg Finance 20,514.00 3,661.80 12,893.30 14,396.12 62.85% 7,620.70 General Fund Prof Services Finance 12,157.00 - - - 0.00% 12,157.00 General Fund Contracts-Other Finance 1,621.00 300.00 600.00 600.00 37.01% 1,021.00 General Fund Travel,Conf,Trg Finance 760.00 - 138.89 771.14 18.28% 621.11 General Fund Water Utilities Finance 253.00 9.81 152.87 164.72 60.42% 100.13 General Fund PG&E Utilities Finance 203.00 357.95 1,734.12 - 854.25% (1,531.12) General Fund O&M Equipment Finance 27,858.00 - 510.00 - 1.83% 27,348.00 General Fund PayChex & Bank Finance 7,345.00 746.60 4,221.44 3,917.71 57.47% 3,123.56 General Fund Interest Expens Finance - - 281.89 - 0.00% (281.89) Finance Total 230,465.00 20,482.86 120,832.01 106,712.62 52.43% 109,632.99 General Fund Salaries Police Dept 485,869.00 36,971.59 267,342.91 233,857.93 55.02% 218,526.09 General Fund Overtime Police Dept 30,000.00 1,100.19 21,688.67 19,850.85 72.30% 8,311.33 General Fund Vacation Payout Police Dept 14,311.00 - 8,574.46 10,561.74 59.92% 5,736.54 General Fund FICA Police Dept 29,049.00 2,360.46 18,451.56 16,384.83 63.52% 10,597.44 General Fund SUI Police Dept 966.00 827.42 829.03 1,207.45 85.82% 136.97 General Fund PERS Police Dept 78,529.00 6,231.42 44,157.18 36,527.21 56.23% 34,371.82 General Fund Medicare Police Dept 6,794.00 552.07 4,315.34 3,831.91 63.52% 2,478.66 General Fund Employee Benefi Police Dept 113,880.00 9,490.00 64,423.48 54,712.39 56.57% 49,456.52 General Fund Workers Comp. Police Dept 33,302.00 8,621.29 17,242.67 25,204.27 51.78% 16,059.33 General Fund Gen. Supplies Police Dept 3,800.00 120.23 851.29 2,567.70 22.40% 2,948.71 General Fund Fuel Police Dept 27,000.00 2,350.40 14,974.59 13,374.63 55.46% 12,025.41 General Fund Repair/Maint Police Dept - - 73.25 374.71 0.00% (73.25) General Fund Special Depart Police Dept 1,000.00 - 1,332.48 923.00 133.25% (332.48) General Fund Clothing Police Dept 3,500.00 - 142.83 2,611.48 4.08% 3,357.17 General Fund Safety Equip Police Dept 5,000.00 - - - 0.00% 5,000.00 General Fund Network Svcs Co Police Dept - - 90.00 3,000.00 0.00% (90.00) General Fund Contracts-Other Police Dept 43,000.00 5,172.84 16,380.66 - 38.09% 26,619.34 General Fund Dispatching Police Dept 155,936.00 3,448.56 86,246.39 52,916.56 55.31% 69,689.61 General Fund Communications Police Dept 5,000.00 161.32 2,559.36 2,600.72 51.19% 2,440.64 General Fund Membership/Dues Police Dept 350.00 - 525.00 - 150.00% (175.00) General Fund Travel,Conf,Trg Police Dept 5,000.00 - 3,746.26 4,271.52 74.93% 1,253.74 General Fund Water Utilities Police Dept 500.00 19.25 297.93 316.82 59.59% 202.07 General Fund PG&E Utilities Police Dept 7,000.00 701.86 3,400.24 - 48.57% 3,599.76 252
Section 12, Item F.

Fund Account Department Budget Current Actual YTD Actual Jan 2024 YTD Actuals % Balance General Fund Vehicle Maintna Police Dept 13,000.00 6,114.89 14,626.60 12,139.96 112.51% (1,626.60) General Fund O&M Equipment Police Dept 1,000.00 - 517.20 241.47 51.72% 482.80 General Fund Misc-Bookings Police Dept 150.00 - 140.00 125.00 93.33% 10.00 General Fund Misc-Court/Invs Police Dept 100.00 - - - 0.00% 100.00 Police Total 1,064,036.00 84,243.79 592,929.38 497,602.15 55.72% 471,106.62 General Fund Sal/Wages-Elect Planning 6,750.00 562.50 3,937.50 3,150.00 58.33% 2,812.50 General Fund FICA Planning 425.00 34.90 244.30 195.44 57.48% 180.70 General Fund SUI Planning 130.00 9.44 66.08 56.98 50.83% 63.92 General Fund Medicare Planning 100.00 8.15 57.05 45.64 57.05% 42.95 General Fund Gen. Supplies Planning 200.00 - - 50.20 0.00% 200.00 General Fund Planner Planning 40,000.00 3,376.40 62,068.40 11,072.80 155.17% (22,068.40) General Fund LAFCO Expense Planning 6,000.00 - 5,601.00 5,358.00 93.35% 399.00 General Fund Contracts-Other Planning 7,996.00 - 7,996.00 7,996.00 100.00% - General Fund PH Notices Planning 4,000.00 - 617.21 2,412.02 15.43% 3,382.79 Planning Total 65,601.00 3,991.39 80,587.54 30,337.08 122.84% (14,986.54) General Fund E&P Reimb Engr. Building DEPT - 2,583.80 2,583.80 - 0.00% (2,583.80) General Fund Plan Chk & Insp Building DEPT 41,000.00 1,846.79 29,641.33 33,805.22 72.30% 11,358.67 Building Total 41,000.00 4,430.59 32,225.13 33,805.22 78.60% 8,774.87 General Fund E&P Reimb Engr. Engineering 60,000.00 7,315.26 50,361.73 32,434.89 83.94% 9,638.27 General Fund Engineering Engineering 60,000.00 5,902.96 90,558.10 26,005.50 150.93% (30,558.10) General Fund Plan Chk & Insp Engineering 4,000.00 - 1,040.00 1,653.00 26.00% 2,960.00 Engineering Total 124,000.00 13,218.22 141,959.83 60,093.39 114.48% (17,959.83) General Fund Salaries Parks & Recreat 156,354.00 11,089.05 74,885.40 43,465.04 47.89% 81,468.60 General Fund Overtime Parks & Recreat - - 101.37 346.58 #DIV/0! (101.37) General Fund Vacation Payout Parks & Recreat 5,854.00 - 2,938.28 1,042.79 50.19% 2,915.72 General Fund FICA Parks & Recreat 9,694.00 629.22 4,474.98 2,764.95 46.16% 5,219.02 General Fund SUI Parks & Recreat 373.00 236.99 236.99 479.34 63.54% 136.01 General Fund PERS Parks & Recreat 19,995.00 878.98 6,068.79 3,326.78 30.35% 13,926.21 General Fund Medicare Parks & Recreat 2,267.00 147.19 1,046.54 637.20 46.16% 1,220.46 General Fund Employee Benefi Parks & Recreat 49,528.00 3,731.12 24,325.96 14,823.33 49.12% 25,202.04 General Fund Workers Comp. Parks & Recreat 11,931.00 3,088.72 6,177.44 4,640.85 51.78% 5,753.56 General Fund Gen. Supplies Parks & Recreat 450.00 108.25 443.63 113.09 98.58% 6.37 General Fund Fuel Parks & Recreat 9,000.00 675.65 3,475.90 4,747.33 38.62% 5,524.10 General Fund Repair/Maint Parks & Recreat 31,500.00 983.22 18,877.44 10,424.42 59.93% 12,622.56 General Fund Beautification Parks & Recreat 5,000.00 - 1,495.03 - 29.90% 3,504.97 General Fund Clothing Parks & Recreat 2,000.00 - 684.47 2,067.41 34.22% 1,315.53 General Fund Weed Control Parks & Recreat 1,500.00 - 4,000.00 - 266.67% (2,500.00) General Fund Restrooms Parks & Recreat 150.00 - 51.76 73.89 34.51% 98.24 General Fund Taxes/Fees/Lics Parks & Recreat 500.00 - 270.00 175.00 54.00% 230.00 General Fund Computer Eqpmt Parks & Recreat - 74.14 74.14 - #DIV/0! (74.14) General Fund Engineering Parks & Recreat - 64.11 64.11 - #DIV/0! (64.11) General Fund Contracts-Other Parks & Recreat 19,500.00 - 16,511.69 16,835.00 84.68% 2,988.31 General Fund Water Utilities Parks & Recreat 22,500.00 1,052.34 17,669.82 15,573.70 78.53% 4,830.18 253
Section 12, Item F.

Fund Account Department Budget Current Actual YTD Actual Jan 2024 YTD Actuals % Balance General Fund PG&E Utilities Parks & Recreat 22,700.00 5,703.80 29,419.27 17,306.16 129.60% (6,719.27) General Fund Vehicle Maintna Parks & Recreat 6,000.00 - 652.16 863.52 10.87% 5,347.84 General Fund O&M Equipment Parks & Recreat 4,500.00 - 2,154.73 15.60 47.88% 2,345.27 General Fund O&M Blg/Structu Parks & Recreat 5,000.00 598.75 3,207.26 2,696.58 64.15% 1,792.74 General Fund Janitorial Parks & Recreat 6,500.00 - 2,754.19 1,584.67 42.37% 3,745.81 General Fund Lease-Prkg lot Parks & Recreat 45,500.00 3,790.46 26,533.22 28,323.68 58.31% 18,966.78 Parks & Rec Total 438,296.00 32,851.99 248,594.57 172,326.91 56.72% 189,701.43 General Fund Salaries Swimming Pool 10,140.00 493.49 3,479.32 3,113.71 34.31% 6,660.68 General Fund Vacation Payout Swimming Pool 380.00 - 242.76 - 63.88% 137.24 General Fund FICA Swimming Pool 629.00 30.59 230.75 177.50 36.69% 398.25 General Fund SUI Swimming Pool 24.00 39.50 39.50 8.32 164.58% (15.50) General Fund PERS Swimming Pool 1,297.00 69.68 497.75 505.37 38.38% 799.25 General Fund Medicare Swimming Pool 147.00 7.15 53.95 43.40 36.70% 93.05 General Fund Employee Benefi Swimming Pool 3,212.00 142.44 894.33 885.06 27.84% 2,317.67 General Fund Workers Comp. Swimming Pool 774.00 200.39 400.76 314.90 51.78% 373.24 General Fund Gen. Supplies Swimming Pool 125.00 - - 22.12 0.00% 125.00 General Fund Supplies - Chem Swimming Pool 11,000.00 - 505.49 723.14 4.60% 10,494.51 General Fund Taxes/Fees/Lics Swimming Pool 450.00 748.00 748.00 444.00 166.22% (298.00) General Fund Contracts-Other Swimming Pool 40,500.00 - 33,945.40 38,326.57 83.82% 6,554.60 General Fund O&M Equipment Swimming Pool 1,500.00 - 249.51 - 16.63% 1,250.49 General Fund O&M Blg/Structu Swimming Pool 3,500.00 - - - 0.00% 3,500.00 Swimming Pool Total 73,678.00 1,731.24 41,287.52 44,564.09 56.04% 32,390.48 General Fund Community Prom Marketing 16,585.00 680.42 13,900.68 6,358.34 83.81% 2,684.32 General Fund Beautification Marketing 3,900.00 - 588.31 - 15.08% 3,311.69 General Fund Internet Servic Marketing 3,000.00 - - 800.00 0.00% 3,000.00 General Fund Advertising Marketing 4,000.00 - - - 0.00% 4,000.00 General Fund Membership/Dues Marketing - 125.00 125.00 125.00 0.00% (125.00) Marketing Total 27,485.00 805.42 14,613.99 7,283.34 53.17% 12,871.01 General Fund Salaries Cemetery 10,140.00 - - - 0.00% 10,140.00 General Fund Vacation Payout Cemetery 380.00 - - - 0.00% 380.00 General Fund FICA Cemetery 629.00 - - - 0.00% 629.00
General Fund SUI Cemetery 24.00 - - - 0.00% 24.00
General Fund PERS Cemetery 1,297.00 - - - 0.00% 1,297.00 General Fund Medicare Cemetery 147.00 - - - 0.00% 147.00 General Fund Employee Benefi Cemetery 3,212.00 110.46 749.99 375.30 23.35% 2,462.01 General Fund Workers Comp. Cemetery 774.00 200.37 400.74 51.78% 373.26 General Fund Repair/Maint Cemetery - 35.41 35.41 58.06 0.00% (35.41) General Fund Water Utilities Cemetery - 98.94 555.33 611.00 0.00% (555.33) Cemetery Total 16,603.00 445.18 1,741.47 1,044.36 10.49% 14,861.53 General Fund Salaries MonteVerde Muse 33,801.00 150.72 1,142.57 - 3.38% 32,658.43 General Fund Vacation Payout MonteVerde Muse 1,266.00 - - - 0.00% 1,266.00 General Fund FICA MonteVerde Muse 2,096.00 9.35 70.83 - 3.38% 2,025.17 General Fund SUI MonteVerde Muse 81.00 39.50 39.50 - 48.77% 41.50 254
Section 12, Item F.

Fund Account Department Budget Current Actual YTD Actual Jan 2024 YTD Actuals % Balance General Fund PERS MonteVerde Muse 4,322.00 - - - 0.00% 4,322.00 General Fund Medicare MonteVerde Muse 490.00 2.19 16.58 - 3.38% 473.42 General Fund Employee Benefi MonteVerde Muse 10,707.00 0.08 0.48 - 0.00% 10,706.52 General Fund Workers Comp. MonteVerde Muse 2,579.00 667.66 1,335.32 - 51.78% 1,243.68 General Fund Water Utilities MonteVerde Muse - 74.14 446.55 420.89 0.00% (446.55) General Fund PG&E Utilities MonteVerde Muse - 144.81 497.07 193.49 0.00% (497.07) General Fund O&M Blg/Structu MonteVerde Muse - - 258.00 258.00 0.00% (258.00) Monteverde Store Total 55,342.00 1,088.45 3,806.90 872.38 6.88% 51,535.10 General Fund Employee Benefi Central Servies 2,340.00 - 472.50 1,395.00 20.19% 1,867.50 General Fund Gen. Supplies Central Servies 1,250.00 - 964.42 593.98 77.15% 285.58 General Fund Equipmt Maint. Central Servies 650.00 28.65 224.53 184.30 34.54% 425.47 General Fund Computer Hardwr Central Servies 750.00 682.46 682.46 329.33 90.99% 67.54 General Fund Network Svcs Co Central Servies 22,500.00 1,170.50 8,044.26 7,630.90 35.75% 14,455.74 General Fund Internet Servic Central Servies 7,250.00 375.98 2,250.14 5,079.38 31.04% 4,999.86 General Fund Communications Central Servies 4,375.00 55.89 1,208.35 2,354.14 27.62% 3,166.65 General Fund Risk Management Central Servies 217,663.00 19,659.00 227,533.50 153,113.32 104.53% (9,870.50) General Fund Membership/Dues Central Servies 1,250.00 - 512.50 792.30 41.00% 737.50 General Fund O&M Equipment Central Servies 750.00 - - 952.57 0.00% 750.00 Central Services Total 258,778.00 21,972.48 241,892.66 172,425.22 93.47% 16,885.34 General Fund Legal City Attorney 28,050.00 3,369.50 12,785.25 15,667.02 45.58% 15,264.75 General Fund Total 2,789,404.00 211,396.87 1,686,340.53 1,253,939.74 60.46% 1,103,063.47 Streets/Sidewal Salaries City Manager 12,000.00 713.00 5,231.69 8,897.14 43.60% 6,768.31 Streets/Sidewal Vacation Payout City Manager 462.00 - 87.25 - 18.89% 374.75 Streets/Sidewal FICA City Manager 744.00 44.20 303.57 542.55 40.80% 440.43 Streets/Sidewal SUI City Manager 16.00 14.73 14.73 32.20 92.06% 1.27 Streets/Sidewal PERS City Manager 944.00 56.12 322.45 279.13 34.16% 621.55 Streets/Sidewal Medicare City Manager 174.00 10.34 49.87 126.90 28.66% 124.13 Streets/Sidewal Employee Benefi City Manager 2,490.00 71.46 374.62 555.32 15.04% 2,115.38 Streets/Sidewal Workers Comp. City Manager 934.00 241.80 483.60 923.51 51.78% 450.40 Streets/Sidewal Gen. Supplies City Manager 25.00 - 92.34 27.69 369.36% (67.34) Streets/Sidewal Prof Services City Manager 1,200.00 - 122.50 - 10.21% 1,077.50 Streets/Sidewal Communications City Manager - 16.59 99.54 64.09 0.00% (99.54) Streets/Sidewal Travel,Conf,Trg City Manager 250.00 - 129.59 70.00 51.84% 120.41 Streets/Sidewal Water Utilities City Manager 42.00 1.04 11.32 6.82 26.95% 30.68 Streets/Sidewal PG&E Utilities City Manager 32.00 7.89 15.62 18.30 48.81% 16.38 Streets/Sidewal CONTINGENCY City Manager 250.00 - - - 0.00% 250.00 City Manager Total 19,563.00 1,177.17 7,338.69 11,543.65 37.51% 12,224.31 Streets/Sidewal Salaries Finance 11,147.00 753.80 5,179.56 7,688.79 46.47% 5,967.44 Streets/Sidewal Vacation Payout Finance 321.00 - - - 0.00% 321.00 Streets/Sidewal FICA Finance 691.00 46.74 319.90 471.34 46.30% 371.10 Streets/Sidewal SUI Finance 41.00 26.57 30.13 26.90 73.49% 10.87 Streets/Sidewal PERS Finance 657.00 59.32 406.03 458.82 61.80% 250.97 255
Section 12, Item F.

Fund Account Department Budget Current Actual YTD Actual Jan 2024 YTD Actuals % Balance Streets/Sidewal Medicare Finance 162.00 10.92 74.74 110.23 46.14% 87.26 Streets/Sidewal Employee Benefi Finance 3,140.00 210.89 1,238.06 1,130.13 39.43% 1,901.94 Streets/Sidewal Workers Comp. Finance 859.00 222.38 444.76 779.98 51.78% 414.24 Streets/Sidewal Gen. Supplies Finance 1,451.00 87.40 575.98 410.00 39.70% 875.02 Streets/Sidewal Network Svcs Co Finance 662.00 76.29 457.74 376.74 69.15% 204.26 Streets/Sidewal MOM online fees Finance 757.00 - - - 0.00% 757.00 Streets/Sidewal Audit & Acctg Finance 2,554.00 646.20 2,270.70 1,656.32 88.91% 283.30 Streets/Sidewal Prof Services Finance 1,513.00 - - - 0.00% 1,513.00 Streets/Sidewal Contracts-Other Finance 202.00 - - - 0.00% 202.00 Streets/Sidewal Travel,Conf,Trg Finance 95.00 - 16.34 - 17.20% 78.66 Streets/Sidewal Water Utilities Finance 32.00 1.73 26.35 23.21 82.34% 5.65 Streets/Sidewal PG&E Utilities Finance 25.00 63.17 306.03 106.87 1224.12% (281.03) Streets/Sidewal O&M Equipment Finance 3,468.00 - 60.00 - 1.73% 3,408.00 Streets/Sidewal PayChex & Bank Finance 914.00 83.52 460.13 197.03 50.34% 453.87 Finance Total 28,691.00 2,288.93 11,866.45 13,436.36 41.36% 16,824.55 Streets/Sidewal Salaries Streets/Roads 59,490.00 4,795.37 33,928.68 42,341.80 57.03% 25,561.32 Streets/Sidewal Overtime Streets/Roads - - 101.36 583.95 0.00% (101.36) Streets/Sidewal Vacation Payout Streets/Roads 2,227.00 - 1,816.70 - 81.58% 410.30 Streets/Sidewal FICA Streets/Roads 3,688.00 297.31 2,226.14 2,632.49 60.36% 1,461.86 Streets/Sidewal SUI Streets/Roads 142.00 118.49 118.49 133.19 83.44% 23.51 Streets/Sidewal PERS Streets/Roads 7,607.00 558.64 3,993.81 4,270.27 52.50% 3,613.19 Streets/Sidewal Medicare Streets/Roads 863.00 69.53 520.61 617.52 60.33% 342.39 Streets/Sidewal Employee Benefi Streets/Roads 18,844.00 1,957.14 12,957.39 13,810.32 68.76% 5,886.61 Streets/Sidewal Workers Comp. Streets/Roads 4,539.00 1,175.07 2,350.07 3,843.15 51.78% 2,188.93 Streets/Sidewal Gen. Supplies Streets/Roads 1,560.00 48.48 725.13 721.31 46.48% 834.87 Streets/Sidewal Fuel Streets/Roads 12,540.00 271.16 1,976.42 8,581.19 15.76% 10,563.58 Streets/Sidewal Clothing Streets/Roads 810.00 - 230.89 766.80 28.50% 579.11 Streets/Sidewal Patching Streets/Roads 21,960.00 550.25 1,650.92 1,295.83 7.52% 20,309.08 Streets/Sidewal Signs Streets/Roads 250.00 - - - 0.00% 250.00 Streets/Sidewal Flood Control Streets/Roads 1,000.00 - - - 0.00% 1,000.00 Streets/Sidewal Weed Control Streets/Roads 3,000.00 - - - 0.00% 3,000.00 Streets/Sidewal Contracts-Other Streets/Roads 17,000.00 3,919.80 5,472.30 - 32.19% 11,527.70 Streets/Sidewal PG&E Utilities Streets/Roads - - 19.95 551.37 0.00% (19.95) Streets/Sidewal Street Lights Streets/Roads 38,400.00 3,808.33 20,338.35 16,990.38 52.96% 18,061.65 Streets/Sidewal Vehicle Maintna Streets/Roads 2,000.00 218.96 790.23 690.78 39.51% 1,209.77 Streets/Sidewal O&M Equipment Streets/Roads 1,000.00 - 425.20 - 42.52% 574.80 Streets/Sidewal Improvements Streets/Roads 961,000.00 3,789.50 541,539.34 - 56.35% 419,460.66 Streets Total 1,157,920.00 21,578.03 631,181.98 97,830.35 54.51% 526,738.02 Streets Fund Total 1,206,174.00 25,044.13 650,387.12 122,810.36 53.92% 555,786.88 Crestview Lgt/D Salaries Finance 1,486.00 62.82 737.25 - 49.61% 748.75 Crestview Lgt/D Vacation Payout Finance 43.00 - - - 0.00% 43.00 Crestview Lgt/D FICA Finance 92.00 3.90 45.11 - 49.03% 46.89 Crestview Lgt/D SUI Finance 5.00 13.29 15.08 - 301.60% (10.08) Crestview Lgt/D PERS Finance 88.00 4.94 57.22 - 65.02% 30.78 256
Section 12, Item F.

Fund Account Department Budget Current Actual YTD Actual Jan 2024 YTD Actuals % Balance Crestview Lgt/D Medicare Finance 22.00 0.92 10.59 - 48.14% 11.41 Crestview Lgt/D Employee Benefi Finance 419.00 2.34 30.90 - 7.37% 388.10 Crestview Lgt/D Workers Comp. Finance 115.00 29.77 59.54 - 51.77% 55.46 Crestview Lgt/D Gen. Supplies Finance 194.00 - - - 0.00% 194.00 Crestview Lgt/D Network Svcs Co Finance 88.00 - - - 0.00% 88.00 Crestview Lgt/D MOM online fees Finance 101.00 - - - 0.00% 101.00 Crestview Lgt/D Audit & Acctg Finance 340.00 - 5.00 - 1.47% 335.00 Crestview Lgt/D Prof Services Finance 202.00 - - - 0.00% 202.00 Crestview Lgt/D Contracts-Other Finance 27.00 - - - 0.00% 27.00 Crestview Lgt/D Travel,Conf,Trg Finance 13.00 - - - 0.00% 13.00 Crestview Lgt/D Water Utilities Finance 4.00 - - - 0.00% 4.00 Crestview Lgt/D PG&E Utilities Finance 3.00 - - - 0.00% 3.00 Crestview Lgt/D O&M Equipment Finance 462.00 - 10.00 - 2.16% 452.00 Crestview Lgt/D PayChex & Bank Finance 122.00 - - - 0.00% 122.00 Finance Total 3,826.00 117.98 970.69 - 25.37% 2,855.31
Crestview Total 3,826.00 117.98 970.69 - 25.37% 2,855.31 Sewer M&O Salaries City Clerk 9,248.00 - 4,308.02 9,627.52 46.58% 4,939.98 Sewer M&O Vacation Payout City Clerk 361.00 - 2,674.20 - 740.78% (2,313.20) Sewer M&O FICA City Clerk 573.00 - 432.89 596.96 75.55% 140.11 Sewer M&O SUI City Clerk 16.00 - - 47.44 0.00% 16.00
Sewer M&O PERS City Clerk 739.00 - 339.03 739.34 45.88% 399.97 Sewer M&O PERS Unfunded City Clerk 7,894.00 - 7,894.00 1,832.53 100.00% - Sewer M&O Medicare City Clerk 134.00 - 101.24 139.58 75.55% 32.76 Sewer M&O Employee Benefi City Clerk 2,490.00 - 730.92 356.27 29.35% 1,759.08 Sewer M&O Workers Comp. City Clerk 715.00 185.10 370.20 1,004.56 51.78% 344.80 Sewer M&O Gen. Supplies City Clerk 18.00 - 20.90 10.05 116.11% (2.90) Sewer M&O Muni Code Web City Clerk 600.00 - - - 0.00% 600.00 Sewer M&O Water Utilities City Clerk - 2.08 18.19 13.64 #DIV/0! (18.19) Sewer M&O PG&E Utilities City Clerk - 7.89 14.86 36.60 #DIV/0! (14.86) City Clerk Total 22,788.00 195.07 16,904.45 14,404.49 74.18% 5,883.55 Sewer M&O Salaries City Manager 59,998.00 3,565.00 26,158.43 17,794.27 43.60% 33,839.57 Sewer M&O Vacation Payout City Manager 2,308.00 - 436.25 - 18.90% 1,871.75 Sewer M&O FICA City Manager 3,720.00 221.04 1,391.26 1,094.15 37.40% 2,328.74 Sewer M&O SUI City Manager 81.00 44.19 44.19 64.40 54.56% 36.81 Sewer M&O PERS City Manager 4,722.00 280.56 1,561.94 558.25 33.08% 3,160.06 Sewer M&O PERS Unfunded City Manager 13,408.00 - 13,408.00 1,832.53 100.00% - Sewer M&O Medicare City Manager 870.00 49.23 378.25 255.89 43.48% 491.75 Sewer M&O Employee Benefi City Manager 12,449.00 541.07 3,315.18 1,182.48 26.63% 9,133.82 Sewer M&O Workers Comp. City Manager 4,668.00 1,208.46 2,416.92 1,845.01 51.78% 2,251.08 Sewer M&O Gen. Supplies City Manager 123.00 - 184.70 55.39 150.16% (61.70) Sewer M&O Prof Services City Manager 6,000.00 - 245.00 - 4.08% 5,755.00 Sewer M&O Communications City Manager - 33.18 199.05 190.21 #DIV/0! (199.05) Sewer M&O Travel,Conf,Trg City Manager 1,250.00 - 390.95 382.01 31.28% 859.05 Sewer M&O Water Utilities City Manager 208.00 2.08 16.75 19.75 8.05% 191.25 257
Section 12, Item F.

Fund Account Department Budget Current Actual YTD Actual Jan 2024 YTD Actuals % Balance Sewer M&O PG&E Utilities City Manager 159.00 15.79 31.23 36.59 19.64% 127.77 Sewer M&O CONTINGENCY City Manager 1,250.00 - - - 0.00% 1,250.00 City Manager Total 111,214.00 5,960.60 50,178.10 25,310.93 45.12% 61,035.90 Sewer M&O Salaries Finance 56,775.00 4,060.10 30,740.86 29,794.10 54.15% 26,034.14 Sewer M&O Vacation Payout Finance 1,636.00 - 480.00 - 29.34% 1,156.00 Sewer M&O FICA Finance 3,520.00 236.12 1,913.41 1,841.85 54.36% 1,606.59 Sewer M&O SUI Finance 207.00 93.01 165.47 100.90 79.94% 41.53 Sewer M&O PERS Finance 3,348.00 218.94 1,577.35 1,777.80 47.11% 1,770.65 Sewer M&O PERS Unfunded Finance 13,072.00 - 13,072.00 5,680.71 100.00% - Sewer M&O Medicare Finance 823.00 58.87 451.13 430.76 54.82% 371.87 Sewer M&O Employee Benefi Finance 15,992.00 1,182.25 6,948.05 7,811.71 43.45% 9,043.95 Sewer M&O Workers Comp. Finance 4,374.00 1,132.35 2,264.70 3,021.40 51.78% 2,109.30 Sewer M&O Gen. Supplies Finance 7,387.00 372.40 8,369.04 6,366.46 113.29% (982.04) Sewer M&O Network Svcs Co Finance 3,372.00 271.24 1,627.44 1,459.80 48.26% 1,744.56 Sewer M&O MOM online fees Finance 3,854.00 - - - 0.00% 3,854.00 Sewer M&O Audit & Acctg Finance 13,006.00 2,872.00 8,664.00 7,227.24 66.62% 4,342.00 Sewer M&O Prof Services Finance 7,707.00 - - - 0.00% 7,707.00 Sewer M&O Contracts-Other Finance 1,028.00 - - - 0.00% 1,028.00 Sewer M&O Travel,Conf,Trg Finance 482.00 - 89.87 469.70 18.65% 392.13 Sewer M&O Water Utilities Finance 161.00 6.16 94.87 102.14 58.93% 66.13 Sewer M&O PG&E Utilities Finance 128.00 224.60 1,088.07 - 850.05% (960.07) Sewer M&O O&M Equipment Finance 17,663.00 - 420.00 - 2.38% 17,243.00 Sewer M&O PayChex & Bank Finance 4,657.00 469.63 2,508.49 3,629.80 53.86% 2,148.51 Finance Total 159,192.00 11,197.67 80,474.75 69,714.37 50.55% 78,717.25 Sewer M&O PH Notices Planning - - 55.80 - 0.00% (55.80) Sewer M&O E&P Reimb Engr. Engineering - 945.00 2,092.50 1,417.50 0.00% (2,092.50) Sewer M&O Engineering Engineering - - 742.50 3,303.75 0.00% (742.50) Engineering Total - 945.00 2,835.00 4,721.25 0.00% (2,835.00) Sewer M&O Salaries Sewer Treatment 73,236.00 8,077.78 57,353.95 55,099.65 78.31% 15,882.05 Sewer M&O Overtime Sewer Treatment 10,000.00 2,819.67 5,547.68 7,345.43 55.48% 4,452.32 Sewer M&O Vacation Payout Sewer Treatment 2,742.00 - 4,013.11 4,039.67 146.36% (1,271.11) Sewer M&O FICA Sewer Treatment 4,541.00 645.59 4,139.13 3,848.61 91.15% 401.87 Sewer M&O SUI Sewer Treatment 175.00 157.99 157.99 224.76 90.28% 17.01 Sewer M&O PERS Sewer Treatment 9,365.00 1,206.15 8,770.47 8,547.87 93.65% 594.53 Sewer M&O PERS Unfunded Sewer Treatment 25,641.00 - 25,641.00 13,743.80 100.00% - Sewer M&O Medicare Sewer Treatment 1,062.00 150.99 968.02 903.03 91.15% 93.98 Sewer M&O Employee Benefi Sewer Treatment 23,198.00 2,760.11 17,536.62 18,932.05 75.60% 5,661.38 Sewer M&O Workers Comp. Sewer Treatment 5,588.00 1,446.63 2,893.26 6,317.96 51.78% 2,694.74 Sewer M&O Gen. Supplies Sewer Treatment 2,500.00 145.06 20,195.00 3,115.64 807.80% (17,695.00) Sewer M&O Fuel Sewer Treatment 10,000.00 167.66 2,558.99 4,684.12 25.59% 7,441.01 Sewer M&O Supplies - Chem Sewer Treatment 120,000.00 16,101.59 47,744.83 70,160.30 39.79% 72,255.17 Sewer M&O Supplies - Lab Sewer Treatment 6,000.00 420.00 3,221.50 3,191.00 53.69% 2,778.50 Sewer M&O Repair/Maint Sewer Treatment - - 961.88 70.10 0.00% (961.88) 258
Section 12, Item F.

Fund Account Department Budget Current Actual YTD Actual Jan 2024 YTD Actuals % Balance Sewer M&O Clothing Sewer Treatment 1,000.00 - 596.79 170.00 59.68% 403.21 Sewer M&O Taxes/Fees/Lics Sewer Treatment 32,000.00 - 31,666.47 31,661.15 98.96% 333.53 Sewer M&O Computer Softwr Sewer Treatment 7,500.00 150.00 8,844.00 - 117.92% (1,344.00) Sewer M&O Computer Eqpmt Sewer Treatment - - 1,984.02 672.02 0.00% (1,984.02) Sewer M&O Internet Servic Sewer Treatment 2,500.00 204.40 1,226.40 1,196.40 49.06% 1,273.60 Sewer M&O Engineering Sewer Treatment 10,000.00 540.00 4,050.00 3,307.50 40.50% 5,950.00 Sewer M&O Contracts-Other Sewer Treatment - 2,750.00 16,500.00 14,919.05 0.00% (16,500.00) Sewer M&O Communications Sewer Treatment 1,000.00 32.58 186.42 159.54 18.64% 813.58 Sewer M&O Membership/Dues Sewer Treatment 750.00 - - - 0.00% 750.00 Sewer M&O Travel,Conf,Trg Sewer Treatment 2,000.00 - 393.98 - 19.70% 1,606.02 Sewer M&O Water Utilities Sewer Treatment 18,000.00 1,188.12 5,928.88 9,108.06 32.94% 12,071.12 Sewer M&O PG&E Utilities Sewer Treatment 28,000.00 3,633.88 18,110.83 11,624.32 64.68% 9,889.17 Sewer M&O Vehicle Maintna Sewer Treatment 3,500.00 725.44 4,426.11 100.28 126.46% (926.11) Sewer M&O O&M Equipment Sewer Treatment 66,000.00 1,421.50 19,144.31 4,613.49 29.01% 46,855.69 Sewer M&O O & M-Sewer Plt Sewer Treatment 25,000.00 5,803.31 15,842.24 5,477.20 63.37% 9,157.76 Sewer M&O Sludge Sewer Treatment 55,000.00 4,848.35 33,259.45 18,414.14 60.47% 21,740.55 Sewer M&O Rentals-Mach/Eq Sewer Treatment 50,000.00 - - - 0.00% 50,000.00 Sewer M&O Principal Pymt Sewer Treatment 25,000.00 - - - 0.00% 25,000.00 Sewer M&O Interest Expens Sewer Treatment 19,395.00 - - - 0.00% 19,395.00 Sewer M&O Improvements Sewer Treatment 225,000.00 - - 15,306.32 0.00% 225,000.00 Sewer M&O Machinery & Sewer Treatment 170,000.00 11,575.38 68,348.32 - 40.20% 101,651.68 Sewer M&O Pumps-Equipment Sewer Treatment - - 574.52 8,782.38 0.00% (574.52) Treatment Plant Total 1,035,693.00 66,972.18 432,786.17 325,735.84 41.79% 602,906.83 Sewer M&O Salaries Sewer Collectio 43,941.00 4,039.34 28,639.16 23,770.64 65.18% 15,301.84 Sewer M&O Vacation Payout Sewer Collectio 1,645.00 - 1,970.23 2,426.83 119.77% (325.23) Sewer M&O FICA Sewer Collectio 2,724.00 250.44 1,908.95 1,667.21 70.08% 815.05 Sewer M&O SUI Sewer Collectio 105.00 79.00 178.10 108.21 169.62% (73.10) Sewer M&O PERS Sewer Collectio 5,619.00 601.59 4,423.98 3,037.19 78.73% 1,195.02 Sewer M&O PERS Unfunded Sewer Collectio 13,814.00 - 13,814.00 6,871.90 100.00% - Sewer M&O Medicare Sewer Collectio 637.00 58.57 446.46 390.74 70.09% 190.54 Sewer M&O Employee Benefi Sewer Collectio 13,919.00 1,291.14 7,973.16 9,594.53 57.28% 5,945.84 Sewer M&O Workers Comp. Sewer Collectio 3,353.00 868.03 1,736.06 2,991.07 51.78% 1,616.94 Sewer M&O Clothing Sewer Collectio 1,400.00 - 446.79 479.30 31.91% 953.21 Sewer M&O Taxes/Fees/Lics Sewer Collectio - - 3,945.00 - 0.00% (3,945.00) Sewer M&O Computer Softwr Sewer Collectio 7,500.00 - 7,494.00 - 99.92% 6.00 Sewer M&O Engineering Sewer Collectio 20,000.00 472.50 4,117.50 10,057.50 20.59% 15,882.50 Sewer M&O Prof Services Sewer Collectio 2,000.00 - 846.00 - 42.30% 1,154.00 Sewer M&O Vehicle Maintna Sewer Collectio 5,000.00 707.15 707.15 - 14.14% 4,292.85 Sewer M&O O&M Equipment Sewer Collectio 3,000.00 - - 1,756.27 0.00% 3,000.00 Sewer M&O O&M Blg/Structu Sewer Collectio 5,000.00 - - 821.99 0.00% 5,000.00 Sewer M&O Improvements Sewer Collectio 655,000.00 - 119,466.83 4,252.50 18.24% 535,533.17 Sewer M&O Machinery & Sewer Collectio 37,500.00 - 17,812.50 - 47.50% 19,687.50 Collections Total 822,157.00 8,367.76 215,925.87 68,225.88 26.26% 606,231.13 Sewer M&O Employee Benefi Central Servies 1,170.00 - 472.50 945.00 40.38% 697.50 Sewer M&O Gen. Supplies Central Servies 625.00 - 801.42 593.94 128.23% (176.42) 259
Section 12, Item F.

Fund Account Department Budget Current Actual YTD Actual Jan 2024 YTD Actuals % Balance Sewer M&O Equipmt Maint. Central Servies 325.00 28.64 224.49 184.26 69.07% 100.51 Sewer M&O Computer Hardwr Central Servies 375.00 341.23 341.23 - 90.99% 33.77 Sewer M&O Network Svcs Co Central Servies 11,250.00 1,170.50 6,072.26 7,630.90 53.98% 5,177.74 Sewer M&O Internet Servic Central Servies 3,625.00 375.98 2,250.14 5,079.39 62.07% 1,374.86 Sewer M&O Communications Central Servies 2,188.00 55.89 1,208.35 2,354.13 55.23% 979.65 Sewer M&O Risk Management Central Servies 108,831.00 9,829.50 113,766.75 153,113.32 104.54% (4,935.75) Sewer M&O Membership/Dues Central Servies 625.00 - 512.50 792.30 82.00% 112.50 Sewer M&O O&M Equipment Central Servies 375.00 - - - 0.00% 375.00 Central Services Total 129,389.00 11,801.74 125,649.64 170,693.24 97.11% 3,739.36 Sewer M&O Legal City Attorney 38,250.00 3,369.50 10,232.25 14,474.51 26.75% 28,017.75 Wastewater Fund Total 2,318,683.00 107,864.52 932,151.23 688,559.26 40.20% 1,386,531.77 Public Safety Travel,Conf,Trg Police Dept - - 1,107.59 708.41 0.00% (1,107.59) Wellness Grant Total - - 1,107.59 708.41 0.00% (1,107.59) AB 1600 Machinery & Police Dept 40,000.00 18,562.09 37,031.09 328.98 92.58% 2,968.91 AB 1600 Machinery & Parks & Recreat 40,000.00 - 360.00 - 0.90% 39,640.00 Impact Fee Total 80,000.00 18,562.09 37,391.09 328.98 46.74% 42,608.91 Park Impact Fee Beautification Parks & Recreat - - 732.04 - 0.00% (732.04) Park Impact Fee Park Improvemen Parks & Recreat 35,000.00 - - - 0.00% 35,000.00 Park Impact Fee Total 35,000.00 - 732.04 2.09% 34,267.96 Park Impact Fee Fund Total 35,000.00 - 732.04 - 2.09% 34,267.96 Effluent Disp. Salaries City Clerk 4,624.00 - 1,353.34 9,627.52 29.27% 3,270.66 Effluent Disp. Vacation Payout City Clerk 181.00 - - - 0.00% 181.00 Effluent Disp. FICA City Clerk 287.00 - 83.89 596.96 29.23% 203.11 Effluent Disp. SUI City Clerk 8.00 - - 15.82 0.00% 8.00 Effluent Disp. PERS City Clerk 369.00 - 106.50 739.34 28.86% 262.50 Effluent Disp. Medicare City Clerk 67.00 - 19.65 139.58 29.33% 47.35 Effluent Disp. Employee Benefi City Clerk 1,245.00 - 453.26 2,540.33 36.41% 791.74 Effluent Disp. Workers Comp. City Clerk 357.00 92.42 184.84 1,004.56 51.78% 172.16 Effluent Disp. Gen. Supplies City Clerk 9.00 - 20.90 10.05 232.22% (11.90) Effluent Disp. Muni Code Web City Clerk 300.00 - - - 0.00% 300.00 Effluent Disp. Water Utilities City Clerk - 2.08 16.75 18.74 #DIV/0! (16.75) Effluent Disp. PG&E Utilities City Clerk - 3.95 7.45 36.59 #DIV/0! (7.45) City Clerk Total 7,447.00 98.45 2,246.58 14,729.49 30.17% 5,200.42 Effluent Disp. Salaries City Manager 35,999.00 2,139.00 15,695.06 17,794.27 43.60% 20,303.94 Effluent Disp. Vacation Payout City Manager 1,385.00 - 261.75 - 18.90% 1,123.25 Effluent Disp. FICA City Manager 2,232.00 132.62 910.84 1,094.15 40.81% 1,321.16 Effluent Disp. SUI City Manager 48.00 14.73 14.73 64.40 30.69% 33.27 260
Section 12, Item F.

Fund Account Department Budget Current Actual YTD Actual Jan 2024 YTD Actuals % Balance Effluent Disp. PERS City Manager 2,833.00 168.34 967.22 558.27 34.14% 1,865.78 Effluent Disp. Medicare City Manager 522.00 31.02 231.40 255.89 44.33% 290.60 Effluent Disp. Employee Benefi City Manager 7,469.00 369.39 2,305.78 1,136.48 30.87% 5,163.22 Effluent Disp. Workers Comp. City Manager 2,801.00 725.13 1,450.26 1,845.01 51.78% 1,350.74 Effluent Disp. Gen. Supplies City Manager 74.00 - 184.70 55.40 249.59% (110.70) Effluent Disp. Prof Services City Manager 3,600.00 - 245.00 - 6.81% 3,355.00 Effluent Disp. Communications City Manager - 33.18 199.07 179.89 #DIV/0! (199.07) Effluent Disp. Travel,Conf,Trg City Manager 750.00 - 302.15 140.00 40.29% 447.85 Effluent Disp. Water Utilities City Manager 125.00 2.08 16.75 18.74 13.40% 108.25 Effluent Disp. PG&E Utilities City Manager 96.00 15.79 31.23 36.59 32.53% 64.77 Effluent Disp. CONTINGENCY City Manager 750.00 - - - 0.00% 750.00 City Manager Total 58,684.00 3,631.28 22,815.94 23,179.09 38.88% 35,868.06 Effluent Disp. Salaries Finance 17,835.00 628.16 4,551.36 7,688.79 25.52% 13,283.64 Effluent Disp. Vacation Payout Finance 514.00 - - - 0.00% 514.00 Effluent Disp. FICA Finance 1,106.00 38.94 280.47 471.34 25.36% 825.53 Effluent Disp. SUI Finance 65.00 26.57 28.36 26.90 43.63% 36.64 Effluent Disp. PERS Finance 1,052.00 49.44 356.09 458.83 33.85% 695.91 Effluent Disp. Medicare Finance 259.00 9.10 65.54 110.23 25.31% 193.46 Effluent Disp. Employee Benefi Finance 5,024.00 210.87 1,245.18 3,247.83 24.78% 3,778.82 Effluent Disp. Workers Comp. Finance 1,374.00 355.70 711.40 1,949.95 51.78% 662.60 Effluent Disp. Gen. Supplies Finance 2,320.00 206.84 1,102.23 715.06 47.51% 1,217.77 Effluent Disp. Network Svcs Co Finance 1,059.00 67.81 406.86 376.74 38.42% 652.14 Effluent Disp. MOM online fees Finance 1,211.00 - - - 0.00% 1,211.00 Effluent Disp. Audit & Acctg Finance 4,086.00 - 1,447.00 1,674.32 35.41% 2,639.00 Effluent Disp. Prof Services Finance 2,421.00 - - - 0.00% 2,421.00 Effluent Disp. Contracts-Other Finance 323.00 - - - 0.00% 323.00 Effluent Disp. Travel,Conf,Trg Finance 151.00 - 27.24 - 18.04% 123.76 Effluent Disp. Water Utilities Finance 50.00 1.54 23.83 26.74 47.66% 26.17 Effluent Disp. PG&E Utilities Finance 40.00 56.15 272.04 - 680.10% (232.04) Effluent Disp. O&M Equipment Finance 5,549.00 - - - 0.00% 5,549.00 Effluent Disp. PayChex & Bank Finance 1,463.00 16.13 128.16 1,033.92 8.76% 1,334.84 Finance Total 45,902.00 1,667.25 10,645.76 17,780.65 23.19% 35,256.24 Effluent Disp. Salaries Effluent 84,503.00 7,966.02 55,722.66 - 65.94% 28,780.34 Effluent Disp. Overtime Effluent 10,000.00 2,722.56 5,298.44 - 52.98% 4,701.56 Effluent Disp. Vacation Payout Effluent 3,164.00 - 3,371.26 4,335.56 106.55% (207.26) Effluent Disp. FICA Effluent 5,239.00 662.69 3,992.34 3,389.46 76.20% 1,246.66 Effluent Disp. SUI Effluent 202.00 118.49 118.49 191.47 58.66% 83.51 Effluent Disp. PERS Effluent 10,806.00 1,164.46 8,287.33 7,121.59 76.69% 2,518.67 Effluent Disp. PERS Unfunded Effluent 21,693.00 - 17,833.00 17,408.79 82.21% 3,860.00 Effluent Disp. Medicare Effluent 1,225.00 154.95 933.33 794.56 76.19% 291.67 Effluent Disp. Employee Benefi Effluent 26,767.00 2,625.41 16,571.77 15,354.64 61.91% 10,195.23 Effluent Disp. Workers Comp. Effluent 6,448.00 1,669.27 3,338.54 9,036.24 51.78% 3,109.46 Effluent Disp. Gen. Supplies Effluent 600.00 65.00 459.28 - 76.55% 140.72 Effluent Disp. Fuel Effluent 19,000.00 - - - 0.00% 19,000.00 Effluent Disp. Supplies - Lab Effluent - - 126.50 - #DIV/0! (126.50) 261
Section 12, Item F.

Fund Account Department Budget Current Actual YTD Actual Jan 2024 YTD Actuals % Balance Effluent Disp. Repair/Maint Effluent - 336.62 1,236.47 299.16 #DIV/0! (1,236.47) Effluent Disp. Flood Control Effluent 1,500.00 - - - 0.00% 1,500.00 Effluent Disp. Taxes/Fees/Lics Effluent 210,000.00 - 1,454.12 1,322.01 0.69% 208,545.88 Effluent Disp. Engineering Effluent 47,000.00 - 1,080.00 - 2.30% 45,920.00 Effluent Disp. Membership/Dues Effluent 3,000.00 - - - 0.00% 3,000.00 Effluent Disp. PG&E Utilities Effluent - - 0.38 - #DIV/0! (0.38) Effluent Disp. Vehicle Maintna Effluent 5,200.00 - 382.19 - 7.35% 4,817.81 Effluent Disp. O&M Equipment Effluent 54,000.00 - - - 0.00% 54,000.00 Effluent Disp. O&M Blg/Structu Effluent 1,500.00 - - - 0.00% 1,500.00 Effluent Disp. ARSA Effluent - 160,249.25 320,498.50 213,550.91 0.00% (320,498.50) Effluent Disp. ARSA =Rep/Main Effluent - - 11.05 - 0.00% (11.05) Effluent Disp. Improvements Effluent 425,000.00 - - - 0.00% 425,000.00 Effluent Disp. Machinery & Effluent 25,000.00 - - - 0.00% 25,000.00 Effluent Disposal Total 961,847.00 177,734.72 440,715.65 272,804.39 45.82% 521,131.35 Effluent Disp. Employee Benefi Central Servies 1,170.00 - - - 0.00% 1,170.00 Effluent Disp. Gen. Supplies Central Servies 625.00 - 162.97 - 26.08% 462.03 Effluent Disp. Equipmt Maint. Central Servies 325.00 - - - 0.00% 325.00 Effluent Disp. Computer Hardwr Central Servies 375.00 341.23 341.23 - 90.99% 33.77 Effluent Disp. Network Svcs Co Central Servies 11,250.00 - - - 0.00% 11,250.00 Effluent Disp. Internet Servic Central Servies 3,625.00 - - - 0.00% 3,625.00 Effluent Disp. Communications Central Servies 2,188.00 - - - 0.00% 2,188.00 Effluent Disp. Risk Management Central Servies 108,831.00 9,829.50 113,766.75 - 104.54% (4,935.75) Effluent Disp. Membership/Dues Central Servies 625.00 - - - 0.00% 625.00 Effluent Disp. O&M Equipment Central Servies 375.00 - - - 0.00% 375.00 Central Services Total 129,389.00 10,170.73 114,270.95 - 88.32% 15,118.05 Effluent Disp. Legal City Attorney 18,700.00 - - - 0.00% 18,700.00 Effluent Disposal Fund Total 1,221,969.00 193,302.43 590,694.88 328,493.62 48.34% 631,274.12 262
Section 12, Item F.

City of Sutter Creek Item
City Treasurer's Report
Receipts & Disbursements Report
City's Checking Account
Receipts
Deposits $ 539,004
Reversal of Bank Charges -
Total $ 539,004
Disbursements
Accounts Payable $ 411,393
Payroll & Benefits 119,576
Bank Charges 5
Total $ 530,974
Net Amount of Investment Transfers $ -
Recap of City Treasury
Investments on Hand January 31, 2025
Rate of
Return
Bank of Marin Checking $ 1,344,672 0.01%
Bank of Marin Money Market $ 11,913 4.60%
Bank of Marin Money Market #2 $ 1,952,201 4.60%
* California State Treasurer's LAIF $ 1,716,756 4.62%
Total $ 5,025,542
Total this month last year $ 5,937,821
* LAIF 1 $ 63,124
LAIF 2 $ 1,653,632
The investment information provided in this report reflects the City's ability to meet expenditure requirements for the next six months. The investment portfolio is in compliance with the City's investment policy. Victoria Runquist 2/7/2025 January 2025
Market or
Withdrawal
Value
263
Section 12, Item G.

Monthly Report
January 2025
18 Main Street, Sutter Creek, CA 95685 - Phone: (209) 267-5646 - Fax: (209) 267-1655 The City of Sutter Creek is an equal opportunity Employer and Service Provider.

To: Tom DuBois, City Manager
From: Jim O’Connell, Chief of Police
Date: February 18, 2025
Re: January 2025 Staff Report
January 2025 Department Statistics
Calls For Service 115 +14 
Traffic Stops 164 +26 
Officer Initiated Incidents 452 +60 
Business Checks 238 +25 
Vehicle/Pedestrian Checks 22 -1 
Total Officer Reports 43 +10 
Arrests 17 +4 
Moving Citations 12 +3 
Parking Citations 1 0 
TOTAL 949 +25 
115
Calls For Service
164
Traffic Stops
17 Arrests
43 Officer Reports
Volunteer Contributions:

During the month of January, our dedicated volunteers provided 17 hours of service to the community.

Community Engagement:

SCPD Officers continue to conduct regular foot patrol downtown on each of their respective shifts.
264
Section 12, Item H.

Page 1 of 2 ends

TO: TOM DUBOIS, CITY MANAGER
MEETING DATE: FEBRUARY 11, 2025
FROM: ERIN VENTURA, CONTRACT PLANNER
SUBJECT PLANNING DEPARTMENT REPORT FOR DECEMBER 2024
Executive Summary
In January, the Planning Department received the following new submittals or resubmittals:
 90 Boston Alley- Short Term Rental
 190 Mahoney Mill Road- Variance/DRC
 551 Hwy 49- Site Plan/DRC
 29 Spanish Street- ADU/DRC
During the Planning Commission's January 2025 meeting, the Commission discussed their comments and concerns.

Detailed Summary
Applicant Projects:
 Gold Rush Ranch Phase 1A – 150-Lot Subdivision: The City is reviewing this project, with a Technical Advisory Committee (TAC) meeting scheduled for later in January. Staff is working on comments to return to the applicant and preparing for a project preview on March 3, 2025.
 Panner Creek Estates: TAC meeting held, comments returned to the applicant.

Commission and Committee Work:
 Planning Commission: Focused on goal setting and preparation for the March 3rd joint meeting with the City Council.

Additional Projects:
265
Section 12, Item I.

Page 2 of 2 ends

 Housing Element: The City received certification from the State on the adopted 6th Cycle Housing Element.
 Impact Fee Study: The City is revising its LEAP Grant application to secure additional funding. A consultant is updating the Nexus Study.
 Zoning Code Cleanup: The City is utilizing remaining LEAP funds to clarify and update the zoning code. This project is currently in progress. 266
Section 12, Item I.

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