Agenda packet — Solvang City Council, August 10, 2026 (part 1 of 3)

Agenda 2026-08-10 CC
AGENDA

SOLVANG CITY COUNCIL
MONDAY AUGUST 10, 2026
6:30 PM REGULAR MEETING
City Council: 1644 Oak Street, Solvang, CA 93463
David Brown Mayor Virtual & in Council Chamber
Mark Infanti District 1
Claudia Orona District 2
Louise Smith District 3
Elizabeth Orona District 4
AGENDA AND SUPPORTING MATERIALS – Available for viewing 8:00a.m.-5:00p.m. at City Hall, 1644 Oak Street, Solvang, and on the City’s website https://www.cityofsolvang.com/593/2026-to-Current-Agenda-Minutes Additional writings distributed to a majority of the City Council after the posting of the agenda will be made available at City Hall and on the City’s website.

AGENDA POSTING NOTIFICATION - Subscribe to receive email or text message notifications when agendas are posted online through “Notify Me” at: https://www.cityofsolvang.com/List.aspx PUBLIC COMMENT - The public is encouraged to address the City Council in-person, virtually, or in-writing on agenda and non-agenda items. If provided in writing, comments must be submitted to the City Clerk at [email protected] by 5:00 p.m. on the Friday before the meeting to be considered. Your comment will be recorded and distributed appropriately. Comments on agenda items will be heard at the time each item is considered, including non-agenda items. In-person speakers will be invited to make public comments first. Virtual speakers will follow.

CAMPAIGN CONTRIBUTION DISCLOSURE - Pursuant to Government Code Section 84308, any party to a City proceeding must disclose on the record any campaign contributions made to a member of the City Council [or commission] in excess of $500 in the past 12 months. This disclosure requirement includes contributions by the party’s agent and aggregated contributions from persons or entities related to the party. Please make the disclosure as soon as possible, but not later than the beginning of the proceeding.

AMERICANS WITH DISABILITIES ACT - If, as a participant of this meeting, you need special assistance the City will attempt to accommodate you in every reasonable manner. Please contact the City Clerk at either (805) 688-5575 x206 or [email protected] 72- hours’ notice is requested.

LET YOUR VOICE BE HEARD! Do you have about one minute a month to help make Solvang better? The City of Solvang is working with FlashVote to engage the community and gather valuable input from residents to inform our decisions. We encourage residents to sign up at www.flashvote.com/Solvang to participate by phone or text only.

PARTICIPATING IN THE MEETING -City Council meetings will be in person and conducted by video/teleconferencing through Zoom. The meeting will also be broadcast live on Channel 23 and streamed on the City’s website, Vimeo, and YouTube.
• To join by Zoom, visit https://zoom.us/j/3066529195 If you wish to speak, please use the “raised hand” symbol. • To join by phone, call (888) 788-0099 and enter Meeting ID: 306 652 9195#. The phone line will be open 30 minutes before the meeting.
6:30 PM REGULAR MEETING

CALL TO ORDER

ROLL CALL
Agenda 2026-08-10 CC

PLEDGE OF ALLEGIANCE

1. PROCLAMATIONS, COMMENDATIONS, AND CEREMONIAL ITEMS:

2. PRESENTATIONS:

3. PUBLIC COMMUNICATIONS - NON - AGENDA AND CONSENT ITEMS This section is intended to provide members of the public with the opportunity to address the Council on items not on the Agenda and on Consent. This section is limited to 30 minutes. Each speaker will be afforded three minutes and may speak only once. State law does not allow the Council to discuss or act on issues not on the agenda, except to briefly respond or ask Staff to follow up on such items.

4. CITY MANAGER REPORT AND ADVANCE CALENDER

5. GC SECTION 53232.3(d) (aka AB 1234) and GC SECTION 84308 (aka SB 1439) REPORT OUT,

COUNCIL COMMENTS, REQUESTS
Reports of meetings attended, contributions made or received, and Comments and requests from City Council Members.

6. CONSENT ITEMS
Consent is designed for routine; administrative city matters and is approved by roll call vote with one motion. These items are discussed only at the request of council members. Members of the public were afforded an opportunity to speak on Consent items during the Public Communications portion of this agenda. a. Approve Order of Agenda as Presented
b. Approve City Council Minutes of July 13, 2026
c. Approve July Warrants
d. Receive and File Quarterly Financial Report for April-June 2026 e. Second Quarter Marketing Reports
f. Approval of the Updated Sewer System Management Plan (SSMP) g. Receive and File Correspondence Consistent with City Council Legislative Platform

7. PUBLIC HEARINGS
a. Public hearing to consider a request for a Letter of Public Convenience or Necessity for VIP Tobacco Shopp) located at 606 Alamo Pintado Road, Suite 6 (APN 139-540-054). b. Public Hearing to consider Resolution 26-1331 approving issuance of an Animal Drawn Conveyance license for Horzes Entertainment, LLC

8. DISCUSSION ITEMS
a. UBEC Report Out and Direction to begin working with LAFCO to explore modification of the City's Sphere of Influence
b. Discussion of Fredensborg Canyon Road Multipurpose Trail Public Survey Results Agenda 2026-08-10 CC
c. Amendment with XIT Inc. Dba XIT Solutions in the total Amount Not-to-Exceed $187,889 d. Amendment No. 1 to the Library Management Services Agreement with the City of Goleta for Additional Compensation in the Amount Not to Exceed $25,765, Increasing the Total Agreement Amount Not to Exceed $319,165 for Fiscal Year 2026-27
e. Approve Resolution No. 26-1333 Accepting the Alamo Pintado Road Rehabilitation Project as Complete and Authorizing the City Manager to Execute the Notice of Completion for Same f. Consider Adoption of Resolution No. 26-1330 Approving Purchase of 478 4th Place (APN 139-173-014) and Related Appropriation of Funds
g. Consider Adoption of Resolution No. 26-1332 Approving Purchase of 425 1st Street APN 139-192-024 and Related Appropriation of Funds
h. Introduce for first reading Ordinance No. 26-0396 Adding Section 9 to Chapter 3 (Street and Sidewalk Obstruction) of Title 8 (Public Ways and Property) of the Solvang Municipal Code to Regulate Busking i. Introduce for First Reading Ordinance 26-0397 Regulating Use of Potable Water for Irrigation of NonFunctional Turf

9. COUNCIL CLOSING COMMENTS

10. ADJOURNMENT

AFFIDAVIT OF POSTING
I, Annamarie Porter, City Clerk for the City of Solvang, California, DO HEREBY CERTIFY under penalty of perjury under the laws of the State of California, that the foregoing revised notice was posted at the City of Solvang City Hall bulletin board at 1644 Oak Street, Solvang, CA and on the City of Solvang website not less than 72 hours prior to the meeting, per Government Code 54954.2.

Dated August 5, 2026.

Agenda Forecast
9/14/2026
Item Title Task Owners
PRESENTATIONS:

Sales Tax Presentation by Mary DeLaRosa from Neumo Wendy Berry

CONSENT ITEMS
Receive and File Budget Book for Fiscal Years 2026/27 and 2027/28. Wendy Berry

DISCUSSION ITEMS
On-Street Parking Restrictions Policy Direction Bridget Paris Policies and Standards for Construction Site Governance Rafael Castillo 9/28/2026
PRESENTATIONS:

Visit Santa Ynez Valley 2025 Annual Report Presentation Olivia Uribe-Mutal 10/12/2026
PRESENTATIONS:

Santa Barbara County Fire Department quarterly report Olivia Uribe-Mutal

PUBLIC HEARINGS
Public hearing to consider adoption for 1st Reading an amendment to Sign Regulations Chapter 13, Title 11 of the Solvang Municipal Code Rafael Castillo 10/26/2026
PRESENTATIONS:

PG&E Presentation - State of the Utility by Eric Daniels Olivia Uribe-Mutal

CONSENT ITEMS
Council Goals - Quarterly Update Randy Murphy
Receive and File Quarterly Financial Report for July-September 2026 Wendy Berry Third Quarter Marketing Reports Candice Libera
11/9/2026

CONSENT ITEMS
Stormwater Management Program Annual Report Bridget Paris 11/23/2026
12/14/2026
Item Title Task Owners

CONSENT ITEMS
Approve 2027 City Council Meeting Calendar Annamarie Porter

DISCUSSION ITEMS
Council action regarding:

1. Designation of Mayor pro tem for 2027

2. Establishing Council seating arrangements

3. Councilmember appointments to Outside Agency Boards and Committees. Annamarie Porter
1 CITY COUNCIL STAFF REPORT
AGENDA ITEM: 6.a
MEETING DATE: August 10, 2026
SUBJECT: Approve Order of Agenda as Presented
PREPARED BY: Annamarie Porter, City Clerk
1 CITY COUNCIL STAFF REPORT
AGENDA ITEM: 6.b
MEETING DATE: August 10, 2026
SUBJECT: Approve City Council Minutes of July 13, 2026
PREPARED BY: Annamarie Porter, City Clerk
1 M 2026-07-13 CC
5:00 PM SPECIAL CLOSED SESSION

CALL TO ORDER
Mayor Brown called the Special Closed Session meeting to order at 5:00 p.m. in the City Hall Council Chamber, 1644 Oak Street, Solvang, California.

ROLL CALL

Present: Mayor David Brown, Mayor pro tem Louise Smith, Councilmembers Mark Infanti, Claudia Orona

Absent: Elizabeth Orona
Staff: City Manager Randy Murphy, City Attorney Chelsea O’Sullivan, Special Counsel Regina Danner, City Clerk Annamarie Porter

PLEDGE OF ALLEGIANCE
City Attorney O’Sullivan led in the Pledge of Allegiance.

1. PUBLIC COMMUNICATIONS ON CLOSED SESSION ONLY - None

2. RECESS TO CLOSED SESSION
Mayor Brown recessed to Closed Session at 5:04 p.m.
a. Conference with Real Property Negotiators – pursuant to Government Code Section 54956.8 Property: 320 Alisal Mesa Road, Solvang CA (APN 139-490-075) Agency negotiator: Randy Murphy
City Manager Negotiating parties: Solvang Properties, LLC Under negotiation: Both Price and Terms
b. Conference with Real Property Negotiators – pursuant to Government Code Section 54956.8 Property: 478 4th Place, Solvang CA (APN 139-173-014)
Agency negotiator: Randy Murphy, City Manager
Negotiating parties: CRASolvang RE LLC
Under negotiation: Both Price and Terms
c. Conference with Labor Negotiations - pursuant to Government Code Section 54957.6

MINUTES

SOLVANG CITY COUNCIL
MONDAY, JULY 13, 2026

SPECIAL CLOSED AND REGULAR MEETING
2 M 2026-07-13 CC
Agency Designated Representative: Chelsea O'Sullivan, City Attorney Unrepresented Employee: City Manager
d. Conference with Labor Negotiators - pursuant to Government Code Section 54957.6 Agency Designated Representative: Chelsea O’Sullivan, City Attorney Employee organization: Teamsters Union Local 986
e. Conference with Labor Negotiators - pursuant to Government Code Section 54957.6 Agency Representative: Chelsea O’Sullivan, City Attorney Employee Organization: All Unrepresented Employees

RECONVENE TO OPEN SESSION

ANNOUNCEMENT OF CLOSED SESSION ACTIONS
City Attorney O’Sullivan announced that there was no reportable action.

3. ADJOURNMENT
Mayor Brown adjourned the Closed Session at 6:04 p.m.
6:30 PM REGULAR MEETING

CALL TO ORDER
Mayor Brown called the Regular meeting to order at 6:30 p.m. in the City Hall Council Chamber, 1644 Oak Street, Solvang, California.

ROLL CALL

Present: Mayor David Brown, Mayor pro tem Louise Smith, Councilmembers Mark Infanti, Claudia Orona

Absent: Elizabeth Orona
Staff: City Manager Randy Murphy, City Attorney Chelsea O’Sullivan, City Clerk Annamarie Porter, Community Development Director Rafael Castillo, Administrative Services Director Wendy Berry, Utilities Director Jose Acosta, Public Works Director Bridget Paris

PLEDGE OF ALLEGIANCE
Utilities Director Acosta led in the Pledge of Allegiance.

1. PROCLAMATIONS, COMMENDATIONS AND CEREMONIAL ITEMS

2. PRESENTATIONS 3
M 2026-07-13 CC
a. Den Gylden Have “Golden Garden” Award Recipients

3. PUBLIC COMMUNICATIONS – NON-AGENDA AND CONSENT ITEMS None

4. CITY MANAGER REPORT AND ADVANCE CALENDAR

5. GC SECTION 53232.3(d) (aka AB 1234) and GC SECTION 84308 (aka SB 1439)

REPORT OUT, EX-PARTE COMMUNICATIONS, COUNCIL COMMENTS, REQUESTS Councilmember Smith attended the Susan Williams Memorial & toured the Lompoc Police Department facilities.

Councilmember C Orona toured the Lompoc Police Department facilities, July 4th Celebrations.

Councilmember Infanti attended the Susan Williams Memorial, Lompoc City Council meeting to hear Lompoc Police Chief share their Law Enforcement functions.

Mayor Brown reported attending Chamber (zoom) modern storefront, SBSCAG, APCD, Susan Williams Memorial, Music in the Park, Final UBEC meeting on July 2nd, July 4th Celebrations, attended the Econ Alliance Mixer, the Vikings Row to support the Norwegian team.

6. CONSENT ITEMS
a. Approve Order of Agenda as Presented.
b. Approve City Council Minutes of June 22, 2026.
c. Approve June Warrants.
d. Receive and File April and May 2026 Monthly Financial Report. e. SYVT Monthly Ridership Report, June 2026 - Receive and File. f. Public Records Requests Quarterly Report Receive and File. g. Adoption of Updated SB1 Road Maintenance and Rehabilitation Account (RMRA) Resolution No. 26-1326.
h. Approve the Sixth Amendment to the Agreement with Carollo Engineers Inc. to Support Solvang’s USDA Loan Application for the WWTP Project.
i. Adopt Resolution 26-1328 correcting and updating the revised Unrepresented salary range schedule for non-represented employees effective July 1, 2026.

Motion by Councilmember Infanti, seconded by Councilmember C Orona to remove Discussion Items 8.b & 8.d and approve consent, carried 4-0.

7. PUBLIC HEARINGS
a. Public Hearing to Consider Adopting Resolution 26-1325, Updating User and Regulatory Fees for various City services.

Report by Administrative Services Director Berry
Mayor Brown opened the Public Hearing, there being no one wishing to comment, the Public Hearing was closed.

Motion by Councilmember C Orona, seconded by Mayor Brown to Adopt Resolution 26-1325, carried 4-0.
4 M 2026-07-13 CC

8. DISCUSSION ITEMS
a. Adopt Resolution 26-1329 Waiving Formal Bidding and Authorizing the Purchase of Two Vehicles for the SYVT Fleet.

Public Works Director Paris provided the report.

Public Comment: None
Motion by Councilmember Infanti, seconded by Councilmember Smith to Adopt Resolution 26- 1329 Waiving Formal Bidding and Authorizing the Purchase of Two Vehicles for the SYVT Fleet, carried 3-1, Brown voted no.
b. Consider Adoption of Resolution No. 26-1330 Approving Purchase of 478 4th Place (APN 139-173- 014) and Related Appropriation of Funds
Removed from the Agenda
c. Discussion and Possible action to approve Resolution 26-1328, Approving the 10-Year Capital Improvement Plan (CIP) for fiscal year 2026/2027 through 2036/2037 Report provided by Administrative Services Director Berry.

Public Comment – None
Motion by Mayor Brown, Seconded by Councilmember Infanti to approve Resolution 26- 1328, Approving the 10-Year Capital Improvement Plan (CIP) for fiscal year 2026/2027 through 2036/2037, carried 4-0
d. Discussion and possible action to adopt Resolution 26-1327 amending the City Manager Employment Agreement
Removed from the Agenda

9. COUNCIL CLOSING COMMENTS

10. ADJOURNMENT – 7:47 p.m.

Respectfully submitted:

Annamarie Porter, MMC, City Clerk
5 CITY COUNCIL STAFF REPORT
AGENDA ITEM: 6.c
MEETING DATE: August 10, 2026
SUBJECT: Approve July Warrants
PREPARED BY: Wendy Berry, Administrative Services Director DISCUSSION: The City processes payments to vendors, employees, and agencies in the normal course of business. These payments represent obligations for goods and services previously authorized by the City Council through the annual budget, contract approvals, and purchase orders.

Monthly warrant approval provides transparency and formal oversight of City expenditures. Warrant registers are reviewed by Finance staff to ensure:
 Expenditures are consistent with the adopted budget,
 Payments are supported by appropriate documentation, and  Disbursements comply with applicable accounting and procurement requirements.

Recommended Motion: Approve the July warrants as presented.

ALTERNATIVES:

None
FISCAL IMPACT:

All expenditures are within approved budget appropriations and consistent with established purchasing policies
ATTACHMENTS:

A. July Warrant Register
1 CheckReport
CityofSolvang ByVendor Name
Date Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber Bank Code: APBNK-APBank Code
1141707/ 4LEAF, Inc. 06/2026EFT0.003,130.008267
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount J0882-26E06/ Invoice 15/2026Professional Services FY25-260.002,450.00 100-1200-210-57016Professional ServicesProfessional Services FY25-262,450.00 J4420F06/Invoice18/2026Professional Services FY25-260.00680.00 100-1200-210-57016Professional ServicesProfessional Services FY25-26680.00 1141707/ 4LEAF, Inc. 20/2026EFT0.008,019.908309
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount J0882-26F06/ Invoice 30/2026Professional Services for June0.008,019.90 100-1200-210-57016Professional ServicesProfessional Services for June8,019.90 1141707/ 4LEAF, Inc. 27/2026EFT0.001,190.008329
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount J4420G06/Invoice30/2026Professional Services June 20260.001,190.00 100-1200-210-57016Professional ServicesProfessional Services June 20261,190.00 1044407/ Adobe Systems20/ Incorporated 2026EFT0.0010,327.808310 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 351420265107/ Invoice 09/2026Adobe Applications Subscription0. 0010,327.80 100-1100-121-57064IT ExpensesAdobe Applica?ons Subscrip? on8,097.00 500-5100-501-57064IT Expenses - Water FundAdobe Applica?ons Subscrip?on1,012.12 501-5200-502-57064IT Expenses - SewerAdobe Applica?ons Subscrip?on382.13 501-5300-503-57064IT Expenses - WWTPAdobe Applica?ons Subscrip?on836.55 1061307/ Advantage Group, 13/ The 2026EFT0.00188.008289 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 19905106/ Invoice 30/2026Monthly HRA/Payroll0.00188.00
100-1100-105-51005Re?ree Medical/ Dental/ LiMonthly HRA/ Payroll152. 00 500-5100-105-51005Re? ree Medical/ Dental/ LiMonthly HRA/ Payroll12. 01 501-5200-105-51005Re? ree Medical/ Dental/ LiMonthly HRA/ Payroll11. 90 501-5300-105-51005Re? ree Medical/ Dental/ LiMonthly HRA/ Payroll12. 09 1147207/ Alexander Pump 06/ Service, 2026Regular0. Inc. 001,880.0048715 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 382606/Invoice 30/2026Test Pump VetHall Well0.001,880.00 500-5100-501-53011Well Repairs and MaintenTest Pump Vet Hall Well1,880.00 1087507/ Alliant Insurance 13/2026Regular0. 004,665.0048745 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 360058907/ Invoice 01/202626-27ACIP Crime Renewal0. 004,665.00 100-1100-120-57009Insurance26- 27ACIP Crime Renewal4, 665.00 7/27/20265:37:55PMPage1of28
2 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 1099107/ A-OKPower Equipment 06/2026EFT0.0052.798268
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 94837206/ Invoice 26/2026Promark Hearing Protectors0. 0052.79 100-1600-690-51014Safety GearPromark Hearing Protectors52. 79 5113707/ Articia Flores27/2026Regular0. 00200.0048783
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001484207/ Invoice 20/2026Recreation Refund0.00200.00 100-20036Due toA/RCustomer- CiviRecreation Refund200. 00 1155207/ Arturo Navarro20/ Jr. 2026Regular0. 00160.0048764 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001480906/ Invoice 30/2026Softball Game Umpire0.00160.00 100-1300-360-52005Recreation ProgramsSoftball Game Umpire160. 00 1082307/ Atco International27/2026EFT0.00286.838330
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount I066005507/ Invoice 08/2026Dry Molly Lubricant0. 00286.83 501-5300-503-52003SuppliesDry Molly Lubricant286. 83
1179907/ Atlas Performance 27/Industries, 2026Regular0. Inc. 0011,807.5048784 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount RI16025907/ Invoice 15/2026Visitor Center - Rental trailer0.0011,807.50 100-1600-650-53003Repairs and MaintenanceVisitor Center - Oce trailer ren11,807.50 1177507/ Atlas Planning Solutions 13/2026EFT0.006,106.008290 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 193406/ 30/ Invoice 2026Emergency Management Update0.006,106.00 207-2700-807-60005Emergency Plan/SuppliesEmergency Management Updat6,106.00 1154307/ AutoSys, LLC 06/2026EFT0.002,276.258269
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV-051006/ Invoice 28/2026Annual Repair Contract0. 002,276.25 501-5300-503-53003Repairs and MaintenanceAnnual Repair Contract2, 276.25 1154307/ AutoSys, LLC 20/2026EFT0.001,127.508311
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV-051607/ Invoice 10/2026Blanket PO forSCADA service0.001,127.50 501-5300-503-53003Repairs and MaintenanceBlanket PO for SCADA service1, 127.50 1154307/ AutoSys, LLC 27/2026EFT0.004,598.338331
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV-052207/ Invoice 15/2026repair ITwork atSPW0.004,598.33 500-5100-501-70851SCADA Upgradesrepair ITwork atSPW4,598.33 1178207/ Badger Meter, 06/ Inc. 2026Regular0. 00268.0048716 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 181518206/ Invoice 25/2026On-SiteService0.00268.00
501-5200-502-53003Repairs and MaintenanceOn- Site Service268. 00 7/27/20265:37:55PMPage2of28
3 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 1178007/ Boyd & Associates13/2026EFT0.00798.008291
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 38247807/Invoice01/2026Alarm System Monitoring - Annex0.00162.00 100-1100-120-54002EquipmentAlarm System Monitoring - Ann162.00 38247907/Invoice01/2026Alarm System Monitoring - City Hall0.00186.00 100-1100-120-54002EquipmentAlarm System Monitoring - City 186.00 38248007/Invoice01/2026Alarm System Monitoring - Generator0. 00150.00 100-1100-120-54002EquipmentAlarm System Monitoring - Gen150.00 38248107/Invoice 01/2026Alarm System Monitoring - Maintenance0. 00150.00 100-1100-120-54002EquipmentAlarm System Monitoring - Mai150.00 38248207/Invoice 01/2026Alarm System Monitoring - Water Depart0.00150.00 100-1100-120-54002EquipmentAlarm System Monitoring - Wat150.00 1006507/ Brenntag Pacific, 27/ Inc 2026Regular0. 003,289.7848785 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount BPI61856807/ Invoice 21/2026Chlorine Deliveries0. 003,289.78 500-5100-501-52014ChlorinationChlorine Deliveries3, 289.78 9001807/ Bridget Paris 13/2026EFT0.00350.908292
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001480206/ Invoice 30/2026Reimbursement for Mileage toTrainings0. 00350.90 100-1600-600-51012EducationReimbursement for Mileage toT70.18 100-1600-605-51012EducationReimbursement for Mileage toT70.18 100-1600-690-51012EducationReimbursement for Mileage toT70.18 100-1600-700-51012EducationReimbursement for Mileage toT70.18 100-1600-720-51012EducationReimbursement for Mileage toT70.18 1055307/ BrightView Landscape 06/Services2026EFT0.0027,463.058270 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 974227404/ Invoice 30/2026Brightview FY2025-260.008,328.00 205-3500-804-53005Open Space/ Landscape Brightview FY2025-268,328.00 976813605/ Invoice 31/2026Brightview FY2025-260.008,328.00 205-3500-804-53005Open Space/ Landscape Brightview FY2025-268,328.00 980564405/ Invoice 27/2026Repair Main Line Brake onOlesen0.00639.12 205-3500-804-53003Repairs and MaintenanceRepair Main Line Brake on Olese639. 12 981236205/ Invoice 29/2026Station Battery Controllers0. 001,839.93 205-3500-804-53003Repairs and MaintenanceStation Battery Controllers1, 839.93 982268606/ Invoice 30/2026Brightview FY2025-260.008,328.00 205-3500-804-53005Open Space/ Landscape Brightview FY2025-268,328.00 1055307/ BrightView Landscape 20/ Services 2026EFT0.00868.038312 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 985314007/ Invoice09/2026Peterson Leaking 2" Valve Replacement0. 00411.17 205-3500-804-53003Repairs and MaintenancePeterson Leaking 2" Valve Repla411. 17 985314207/ Invoice09/2026Hans Parkway Lawn Valve Replacement0. 00456.86 205-3500-804-53003Repairs and MaintenanceHans Parkway Lawn Valve Repla456. 86 7/27/20265:37:55PMPage3of28
4 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 1026107/ California Building 27/ Standards2026Regular0. 0094.5048786 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001484807/ Invoice 21/2026CBSC Quarterly Payment Apr-June 20260.0094.50 100-1200-210-31036Building PermitsCBSC Quarterly Payment Apr-Ju- 10.50 100-20020Due toCA Bldg Stnds CoCBSC Quarterly Payment Apr-Ju105.00 1168707/ California Consulting, 13/ Inc. 2026EFT0.004,600.008293 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 811307/ 01/ Invoice 2026Grant Writing Services FY2026-270.004,600.00 100-1100-120-57016Professional ServicesGrant Wri?ngServices FY2026- 4,600.00 1075907/ California Rural 06/ Water Assoc. 2026Regular0. 001,504.0048717 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 652707/ 01/ Invoice2026Annual CRWA Membership Renewal FY260.001,504.00 500-5100-501-52002Membership DuesAnnual CRWA Membership Ren1,504.00 1014107/ CalPortland06/ Construction2026Regular0. 00858,268.2148718 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 9724341806/ Invoice15/2026Alamo Pintado Road Pavement Rehabilita0. 00858,268.21 300-1600-600-70105Projects - GEN FUNDAlamo Pintado Road Pavement 673,483.06 300-2100-801-70105Projects - GAS TAX-RMRAAlamo Pintado Road Pavement 44,029.16 300-2500-803-70105Projects - MEASURE AAlamo Pintado Road Pavement 140,755.99 5298307/ CalPortland Construction 27/2026Regular0. 0067.3048787 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001484107/ Invoice 20/2026Temporary Fire Hydrant Permit Refund0. 0067.30 500-5100-501-36004Bulk WaterTemporary Fire Hydrant Permit 67.30 1178607/ CarlAndrew06/ Botterud 2026Regular0. 0019,980.2648719 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 260310-106/ Invoice 29/2026Workplace Investigation0. 0019,980.26 100-1100-120-57012Legal FeesWorkplace Investigation19, 980.26 1127907/ Carollo Engineers, 13/ Inc 2026EFT0.0040,626.208294 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount FB8467806/ Invoice 30/2026WWTP Water Quality Project0.0040,626.20 804-5300-503-70105Projects - WASTEWATERWWTP Water Quality Project40, 626.20 1100807/ Carrs Boots & Western 27/ Wear 2026EFT0.00175.008332 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 1866407/ Invoice 14/2026Safety Boots - Andrew C. 0.00175.00 100-1300-300-51014Safety GearSafety Boots - Andrew C. 175.00 1170607/ Central Coast13/ Tourism Council 2026Regular0. 00475.0048746 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 261907/Invoice 01/2026Membership Dues0.00475.00
100-1400-400-52002Membership DuesMembership Dues475.00
7/27/20265:37:55PMPage4of28
5 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 5230807/ Charles Uhrig06/2026Regular0. 00475.0048720
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001479306/ Invoice 30/2026Recreation Refund0.00475.00 100-20036Due toA/RCustomer- CiviRecreation Refund475. 00 1064707/ Chiloni Huffman 06/2026EFT0.0076.008271
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 14006/ 24/ Invoice 2026June 2026 Wednesday Classes0. 0076.00 100-1300-370-52005Recreation ProgramsJune 2026 Wednesday Classes76. 00 1019507/ CityofLompoc Finance 20/ Dept. 2026EFT0.001,666.668313 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 2051507/Invoice07/2026Transit Services - August0.001,666.66 502-5000-850-56003Wine Country ExpressTransit Services - August1,666.66 1109107/ CivicPlus, LLC 06/2026EFT0.007,660.148272
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 36644807/ Invoice 01/2026Website Annual Fee Renewal0. 007,660.14 100-1100-121-57064IT ExpensesWebsite Annual Fee Renewal7, 660.14 1155107/ Clean Machine06/ Laundromat 2026Regular0. 0050.0048721 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 1372-4206/ Invoice 22/2026Laundry Service0.0050.00
100-1600-610-53003Repairs and MaintenanceLaundry Service50. 00 1158707/ Column Software PBC 06/2026EFT0.00242.308273
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount PAUYBTVF- Invoice 000106/ 25/2026Order # 6032390. 00242.30 100-1000-100-57015Printing and PublishingOrder # 603239242. 30 1158707/ Column Software PBC13/2026EFT0.0081.008295
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 8BC38120- Invoice 015707/ 02/2026No?ceNovember 3, 2026 General Elec?o0.0081.00 100-1000-100-59019ElectionsNo? ce November 3, 2026 Gener81.00 1158707/ Column Software PBC 27/2026EFT0.00260.068333
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 8BC38120-Invoice015907/ 16/2026PC PH 2609Sign Ordinance0. 0082.55 100-1200-200-57015Printing and PublishingPC PH 26 09Sign Ordinance82. 55 8BC38120-Invoice 016007/ 23/2026Notice 433 Alisal Road DP26-0180.0090.31 100-1200-200-57015Printing and PublishingNo? ce 433 Alisal Road DP26-0190.31 8BC38120-Invoice 016107/ 23/2026Notice 448 Alisal Road CUP 25-0130.0087.20 100-1200-200-57015Printing and PublishingNo? ce 448 Alisal Road CUP 25-087.20 1019707/ County ofSanta 27/ Barbara 2026Regular0. 00497.5048788 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 111206/ Invoice 29/2026Cost Share forShows That Teach0.00497.50 100-1600-720-57059Public Outreach/ Educa?oCost Share forShows That Teach 497.50 7/27/20265:37:55PMPage5of28
6 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 1172907/ DeLage Landen Financial 20/ Services, 2026EFT0. Inc. 00205.548314 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 59780052107/ Invoice 07/2026Lease Payment0. 00205.54
100-1100-120-57011Lease PaymentsLease Payment40. 70
100-1200-200-57011Lease PaymentsLease Payment13. 15
100-1200-210-57011Lease PaymentsLease Payment5. 55
100-1300-300-57011Lease PaymentsLease Payment17. 47
100-1300-350-57011Lease PaymentsLease Payment13. 36
100-1600-600-57011Lease PaymentsLease Payment5. 14
100-1600-605-57011Lease PaymentsLease Payment9. 66
100-1600-690-57011Lease PaymentsLease Payment19. 53
100-1600-700-57011Lease PaymentsLease Payment4. 11
100-1600-720-57011Lease PaymentsLease Payment6. 99
500-5100-501-57011Lease PaymentsLease Payment29. 39
501-5200-502-57011Lease PaymentsLease Payment13. 15
501-5300-503-57011Lease PaymentsLease Payment27. 34
1172907/ DeLage Landen Financial 27/ Services, 2026EFT0. Inc. 00390.418334 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 59800170407/ Invoice 21/2026Lease Payments0. 00390.41
100-1100-120-57011Lease PaymentsLease Payments77. 30
100-1200-200-57011Lease PaymentsLease Payments24. 99
100-1200-210-57011Lease PaymentsLease Payments10. 54
100-1300-300-57011Lease PaymentsLease Payments33. 18
100-1300-350-57011Lease PaymentsLease Payments25. 38
100-1600-600-57011Lease PaymentsLease Payments9. 76
100-1600-605-57011Lease PaymentsLease Payments18. 35
100-1600-690-57011Lease PaymentsLease Payments37. 09
100-1600-700-57011Lease PaymentsLease Payments7. 81
100-1600-720-57011Lease PaymentsLease Payments13. 27
500-5100-501-57011Lease PaymentsLease Payments55. 83
501-5200-502-57011Lease PaymentsLease Payments24. 99
501-5300-503-57011Lease PaymentsLease Payments51. 92
1051107/ Dell Marketing13/ LP 2026Regular0. 001,517.3348747 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 1088260162006/ Invoice 30/2026Dell Pro 16 laptop0.001,517.33 100-1600-605-53010Computer/ Desktop EquipDell1, 517.33
5298107/ Denny Duckett06/2026Regular0. 00100.0048722
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001479406/ Invoice 30/2026Recreation Refund0.00100.00 100-20036Due toA/RCustomer- CiviRecreation Refund100. 00 1129607/ Department of27/ Conservation2026Regular0. 00396.5248789 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001484607/ Invoice 21/2026Quaterly SMIP Fee0.00396.52 100-20024Due toSMIPQuaterly SMIP Fee396.52
1123307/ Department of20/ Justice 2026Regular0. 00288.0048765 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 05830706/ Invoice 30/2026Fingerprint Apps0.00288.00
100-1100-120-51010Employee ScreeningFingerprint Apps288. 00 7/27/20265:37:55PMPage6of28
7 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 1088607/ Division ofthe27/ State Architect2026Regular0. 0032.4048790 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001484707/ Invoice 21/2026Quarterly DSA Fee0.0032.40 100-20026Due toDivStArchitectQuarterly DSA Fee32.40
1079707/ Engel & Gray 06/2026EFT0.00884.828274
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 66L0001006/ Invoice 21/2026Annual Sludge Disposal0. 00884.82 501-5300-503-57020Sludge DisposalAnnual Sludge Disposal884. 82 1079707/ Engel & Gray 13/2026EFT0.001,731.458296
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 66S0001006/ Invoice 28/2026Annual Sludge Disposal0. 001,731.45 501-5300-503-57020Sludge DisposalAnnual Sludge Disposal1, 731.45 1079707/ Engel & Gray 20/2026EFT0.001,754.778315
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 6750002307/ Invoice 10/2026Annual PO forSlugde Disposal0. 001,754.77 501-5300-503-57020Sludge DisposalAnnual PO forSlugde Disposal1, 754.77 1079707/ Engel & Gray 27/2026EFT0.002,553.368335
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 67C0001407/ Invoice 12/2026Annual PO forSlugde Disposal0. 002,553.36 501-5300-503-57020Sludge DisposalAnnual PO forSlugde Disposal2, 553.36 1161707/ Extreme Clean Janitorial 06/2026EFT0.009,932.008275 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 338706/Invoice 29/2026Extreme Clean FY25/ 260.009,932.00 100-1600-400-57005Custodial- RestroomsExtreme Clean FY25/ 269,932.00 1161707/ Extreme Clean20/ Janitorial 2026EFT0.0022,319.448316 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 339007/Invoice 06/2026Extreme Clean FY2026-270.0012,089.48 100-1400-400-70502JulefestExtreme Clean FY2026-27697.47 100-1600-400-57005Custodial- RestroomsExtreme Clean FY 2026-2711,392.01 339707/Invoice 13/2026Extreme Clean FY2026-270.0010,229.96 100-1400-400-70502JulefestExtreme Clean FY2026-27590.19 100-1600-400-57005Custodial- RestroomsExtreme Clean FY 2026-279,639.77 1161707/ Extreme Clean27/ Janitorial 2026EFT0.0010,410.218336 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 339907/Invoice 20/2026Extreme Clean FY2026-270.0010,410.21 100-1400-400-70502JulefestExtreme Clean FY2026-27600.59 100-1600-400-57005Custodial- RestroomsExtreme Clean FY 2026-279,809.62 1169707/ FiveStar Bank 13/2026Regular0. 0024,898.1848748 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 5250 06/Invoice30/202606/ 30/2026Acct# 52500.0024,898.18 100-20037Business Card PayableAcct# 525024,898.18
7/27/20265:37:55PMPage7of28
8 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 1178107/ FlexTG 27/2026Regular0. 00480.8948791
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV252925- Invoice F07/20/2026Lease Payments0. 00480.89 100-1100-120-57011Lease PaymentsLease Payments95. 21
100-1200-200-57011Lease PaymentsLease Payments30. 78
100-1200-210-57011Lease PaymentsLease Payments12. 98
100-1300-300-57011Lease PaymentsLease Payments40. 88
100-1300-350-57011Lease PaymentsLease Payments31. 26
100-1600-600-57011Lease PaymentsLease Payments12. 02
100-1600-605-57011Lease PaymentsLease Payments22. 60
100-1600-690-57011Lease PaymentsLease Payments45. 68
100-1600-700-57011Lease PaymentsLease Payments9. 62
100-1600-720-57011Lease PaymentsLease Payments16. 35
500-5100-501-57011Lease PaymentsLease Payments68. 77
501-5200-502-57011Lease PaymentsLease Payments30. 78
501-5300-503-57011Lease PaymentsLease Payments63. 96
1175807/ Foster & Foster, 13/ Inc. 2026EFT0.001,980.008297 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 15918T07/Invoice01/2026GASB 75Valuation FYE 6/30/20270.001,980.00 100-1100-120-57016Professional ServicesGASB 75Valua?on FYE 6/30/201,980.00 1156507/ Frederick Paul Lageman 13/2026EFT0.002,834.778298 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001480106/ Invoice 30/2026Fred Lageman Contracted Services0. 002,834.77 100-1300-350-57016Professional ServicesFred Lageman Contracted Servic2,834.77 1136507/ Frontier Communications 06/2026Regular0. 00114.6048723 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 7459 06/25/ Invoice 202606/ 25/2026Acct# 805-688-7459-060995-50.00114.60 501-5200-502-57064IT Expenses - SewerAcct# 805-688-7459-060995-5114.60 1136507/ Frontier Communications 06/2026Regular0. 00132.2948724 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 2900 06/28/ Invoice 202606/ 28/2026Acct# 805-688-2900-110481-60.00132.29 501-5300-503-57064IT Expenses - WWTPAcct# 805-688-2900-110481-6132.29 1136507/ Frontier Communications 06/2026Regular0. 00119.4648725 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 1425 06/20/ Invoice 202606/ 20/2026Acct# 805-686-1425-042023-50.00119.46 500-5100-501-57064IT Expenses - Water FundAcct# 805-686-1425-042023-5119.46 1136507/ Frontier Communications 27/2026Regular0. 00178.3148792 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 5575 07/13/ Invoice 202607/ 13/2026Acc# 805-688-5575-062171-50.00178.31 100-1100-121-57064IT ExpensesAcct# 805 688 5575 062171 5139.92 500-5100-501-57064IT Expenses - Water FundAcct# 805 688 5575 062171 517.42 501-5200-502-57064IT Expenses - SewerAcct# 805 688 5575 062171 56.60 501-5300-503-57064IT Expenses - WWTPAcct# 805 688 5575 062171 514.37 1136507/ Frontier Communications 27/2026Regular0. 00636.2448793 7/27/20265:37:55PMPage8of28
9 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 6997 07/19/ Invoice 202607/ 19/2026Acct# 805-688-6997-072877-50.00636.24 501-5300-503-57064IT Expenses - WWTPAcct# 805-688-6997-072877-5636.24 1136507/ Frontier Communications 27/2026Regular0. 00246.2148794 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 4056 07/11/ Invoice 202607/ 11/2026Acct# 805-686-4056-09119-50.00246.21 100-1400-400-59010Visitor' sCenterAcct# 805-686-4056-09119-5246.21 1021107/ Grainger 20/2026EFT0.0095.088317
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 900328983307/ Invoice 13/2026Ball Valve0.0095.08
501-5300-503-53003Repairs and MaintenanceBall Valve95.08 1167707/ Granicus LLC20/2026Regular0. 0030,162.3248766
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 23354107/Invoice01/2026Agenda Management Software0. 0030,162.32 100-1000-100-70105ProjectsAgenda Management Software30, 162.32 1053007/ GSIWater Solutions, 20/ Inc. 2026EFT0.0014,493.288318 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 00662.004-Invoice 807/10/2026Well # 4Perchlorate Investigation0. 0014,493.28 500-5100-501-57016Professional ServicesWell # 4Perchlorate Inves?ga?o14,493.28 1072507/ Hankering Corporation, 06/ The 2026EFT0.00195.758276 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 9545606/ Invoice 26/2026Beautification Awards0.00195.75 100-1200-201-57063Code EnforcementBeautification Awards195. 75 1008107/ Harrison Hardware 06/2026Regular0. 0022.1948726 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 58551705/ Invoice 27/2026Pump Siphon0.0022.19
500-5100-501-53003Repairs and MaintenancePump Siphon22. 19 1153707/ HDR Engineering, 20/ Inc. 2026EFT0.004,171.908320 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 120084596307/ Invoice 15/2026Project Management/ AWIA Risk and Resil0.004,171.90 500-5100-501-57016Professional ServicesProject Management/ AWIA Risk 4,171.90 1118107/ HillBrothers Chemical 06/ Co. 2026EFT0.001,068.328278 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV1315757006/ Invoice 24/2026Ammonia0. 001,068.32
500-5100-501-52014ChlorinationAmmonia1, 068.32
1118107/ HillBrothers Chemical 20/ Co. 2026EFT0.001,076.328321 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV1315934407/ Invoice 14/2026Ammonia Deliveries0. 001,076.32 500-5100-501-52014ChlorinationAmmonia Deliveries1, 076.32 7/27/20265:37:55PMPage9of28
10 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 1006907/ Home Depot27/ Credit Services 2026Regular0. 002,030.1748795 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 90069806/ Invoice 25/2026Circ Saw0.001,468.78
100-1600-690-52003SuppliesCirc Saw1,468.78
972988806/ Invoice 26/2026Screwdriver Set0.00561.39
100-1600-690-52003SuppliesScrewdriver Set561.39
1157207/ Inductive Automation, 20/ LLC 2026EFT0.001,978.008322 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 143788907/ Invoice 10/2026SCADA Support0.001,978.00
500-5100-501-70851SCADA UpgradesSCADA Support1, 978.00
1027607/ Infosend, Inc 20/2026EFT0.001,441.128323
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 31319306/ Invoice 30/2026Utility Billing0.001,441.12
500-5100-501-52004U?lityBillPrin?ng/SuppliUtility Billing720. 56 501-5200-502-52004U?lityBillPrin?ng/SuppliUtility Billing720. 56 1027607/ Infosend, Inc 27/2026EFT0.0052.058337
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 31431107/ Invoice 11/2026Address Change Service0.0052.05 500-5100-501-52004U?lityBillPrin?ng/SuppliAddress Change Service26. 02 501-5200-502-52004U?lityBillPrin?ng/SuppliAddress Change Service26. 03 1148607/ Islay Events 06/2026EFT0.002,684.008279
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 162906/Invoice30/2026Islay Events FY25-260.002,684.00
100-1000-100-63002Audio/ Video System R/MIslay Events FY25-262,684.00 1165207/ Islett Agency13/ Inc. 2026Regular0. 004,400.0048749 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 261506/Invoice 30/2026Islett Agency FY2025-260.004,400.00 100-1400-400-57016Professional ServicesIslett Agency FY2025-263,900.00 100-1400-400-57016Professional ServicesIslett Agency FY2025-26500.00 1169507/ JHESR LLC 27/2026Regular0. 00183.7548796
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001484307/ Invoice 20/2026Highway Entrance Sign Lease - August0.00183.75 100-1600-690-53007Highway Entrance SignsHighway Entrance Sign Lease - A183.75 1018007/ Jim'sService13/ Center 2026Regular0. 005,105.5048750 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001480306/ Invoice 30/2026Fuel - June0.005,105.50
100-1300-300-52015Vehicle FuelFuel - June617.34
100-1300-350-52015Vehicle FuelFuel - June99.68
100-1600-600-52015Vehicle FuelFuel - June520.06
100-1600-605-52015Vehicle FuelFuel - June191.96
100-1600-690-52015Vehicle FuelFuel - June866.18
500-5100-501-52015Vehicle FuelFuel - June1,394.84
501-5200-502-52015Vehicle FuelFuel - June13.25
501-5300-503-52015Vehicle FuelFuel - June1,402.19
7/27/20265:37:55PMPage10of28
11 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 1119807/ John H. Salter 20/2026Regular0. 0016.0048767
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001483606/ Invoice 30/2026Scheduling0. 0016.00
100-1300-360-52005Recreation ProgramsScheduling16. 00
1152607/ JVOutdoor Power06/ Equipment 2026EFT0.00754.248280 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 3366706/ Invoice 24/2026Backpack Blower0.00754.24
100-1600-690-52009Small EquipmentBackpack Blower754. 24 1153607/ Kiza, Inc. 27/2026EFT0.00400.008338
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount K01446307/ Invoice 20/2026Backup Business Internet0. 00100.00 100-1100-121-57064IT ExpensesBackup Business Internet100. 00 K01448007/ Invoice 22/2026Business Internet0.00300.00
501-5300-503-57064IT Expenses - WWTPBusiness Internet300. 00 1144107/ Lanspeed 27/2026EFT0.008,218.338339
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 6055407/ Invoice 15/2026IT Services0. 004,720.00
100-1100-121-57064IT ExpensesIT Services3, 700.48
500-5100-501-57064IT Expenses - Water FundIT Services462. 56 501-5200-502-57064IT Expenses - SewerIT Services174. 64 501-5300-503-57064IT Expenses - WWTPIT Services382. 32
6055507/ Invoice 15/2026IT Services0. 003,498.33
100-1100-121-57064IT ExpensesIT Services2, 742.69
500-5100-501-57064IT Expenses - Water FundIT Services342. 84 501-5200-502-57064IT Expenses - SewerIT Services129. 44 501-5300-503-57064IT Expenses - WWTPIT Services283. 36
1147507/ Lone StarWireless 13/2026Regular0. 0030,207.0048751 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 221106/ 30/ Invoice 2026Installation ofWater Service Line0.0030,207.00 500-5100-501-53003Repairs and MaintenanceInstalla? on ofWater Service Lin30,207.00 1169207/ Marine Industrial 06/ Tank Inc. 2026Regular0. 003,950.0048727 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 06082606/ Invoice 17/2026Clean & Inspect Res 10.003,950.00 500-5100-501-57016Professional ServicesClean & Inspect Res 13,950.00 1173807/ Marmolejo 27/ Electric Inc. 2026Regular0. 001,334.0048797 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 539007/Invoice22/2026High voltage electrical0. 001,334.00 100-1600-650-53003Repairs and MaintenanceHigh voltage electrical1, 334.00 1157607/ MidState Container 06/Sales, 2026Regular0. Inc. 004,640.2848728 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 18081506/ Invoice 30/2026storage for special events0.004,640.28 100-1300-375-52005Recreation Programsstorage for special events4,640.28 7/27/20265:37:55PMPage11of28
12 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 1106807/ MNS Engineers, 13/ Inc. 2026EFT0.004,287.508300 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 2607016506/ Invoice 30/2026FY 2025-26Professional Services0. 004,287.50 100-1600-720-57016Professional Services - SFY 2025-26Professional Service3,965.13 100-1600-720-61007Storm Water PermitFY 2025-26Professional Service322. 37 1088507/ Moore & Associates, 13/ Inc. 2026EFT0.002,330.248301 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 26-546507/ Invoice 08/2026SYVT Radios & Chargers0. 002,330.24 502-5000-850-52009Small EquipmentSYVT Radios & Chargers1, 165.12 502-5000-850-53003Repairs and MaintenanceSYVT Radios & Chargers1, 165.12 1088507/ Moore & Associates, 20/ Inc. 2026EFT0.0013,635.438324 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 26-546307/ Invoice 06/2026Transit Marketing0. 002,041.81 502-5000-850-57001Marketing & AdvertisingTransit Marketing2, 041.81 26-546407/ Invoice 09/2026Transit Administration0. 0011,593.62 502-5000-850-57016Professional ServicesTransit Administration11, 593.62 1174107/ Moreia Green20/2026Regular0. 00160.0048768
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001481106/ Invoice 30/2026Softball Game Umpire0.00160.00 100-1300-360-52005Recreation ProgramsSoftball Game Umpire160. 00 1168307/ NHA Advisors, 20/ LLC 2026Regular0. 0022,887.5048770 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 0205107/Invoice 10/2026NHA Advisors Reissue PO23-00930.0010,937.50 804-5300-503-70105Projects - WASTEWATERNHA Advisors Reissue PO23-00910,937.50 0205207/Invoice 10/2026NHA Advisors Reissue PO23-00930.0011,950.00 804-5300-503-70105Projects - WASTEWATERNHA Advisors Reissue PO23-00910,150.00 804-5300-503-70105Projects - WASTEWATERNHA Advisors Reissue PO23-0091,800.00 1112807/ Nielsen Building 06/ Material 2026Regular0. 00206.3948730 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 27772706/ Invoice 25/2026Sledge Hammer0. 0075.18
100-1100-120-43021Accts Payable DiscountsSledge Hammer- 1.53 100-1600-720-53003Repairs and MaintenanceSledge Hammer76. 71 27784906/ Invoice 25/2026Plaskolite Lighting Panel0.0011.69 100-1100-120-43021Accts Payable DiscountsPlaskolite Lighting Panel- 0.24 100-1300-320-53003Repairs and MaintenancePlaskolite Lighting Panel11.93 27826206/ Invoice 29/2026Redimix Concrete0. 0037.15
100-1100-120-43021Accts Payable DiscountsRedimix Concrete- 0.04 501-5200-502-53003Repairs and MaintenanceRedimix Concrete37. 19 27851006/ Invoice 30/2026Rebar GR 400.0082.37
100-1100-120-43021Accts Payable DiscountsRebar GR 40- 1.39 501-5200-502-53003Repairs and MaintenanceRebar GR 4083.76 1112807/ Nielsen Building 13/ Material 2026Regular0. 00161.3148753 7/27/20265:37:55PMPage12of28
13 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 27944807/ Invoice 06/2026Deltana 5" Kickdown0. 00161.31 100-1100-120-43021Accts Payable DiscountsDeltana 5" Kickdown- 3.29 100-1600-610-53003Repairs and MaintenanceDeltana 5" Kickdown164. 60 1112807/ Nielsen Building 20/ Material 2026Regular0. 00245.8748771 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 1646007/ Credit Memo 09/2026PVC Coupling Return0.00- 14.81 100-1300-300-52003SuppliesPVC Coupling Return- 14.81
27965507/ Invoice 07/2026Utility Pouch0.0039.19
100-1100-120-43021Accts Payable DiscountsUtility Pouch- 0.80 100-1600-605-52003SuppliesUtility Pouch39.99
27968907/ Invoice 07/2026Dry Marker0.0055.89
100-1100-120-43021Accts Payable DiscountsDry Marker- 1.14 100-1600-605-52003SuppliesDry Marker57. 03
27979007/ Invoice 08/2026Redimix Concrete0. 0042.24
501-5200-502-53003Repairs and MaintenanceRedimix Concrete42. 24 27989307/ Invoice 08/2026PVC Coupling0. 0014.81
100-1300-300-52003SuppliesPVC Coupling14. 81
27995607/ Invoice 09/2026Caution Tape0.0074.26
100-1100-120-43021Accts Payable DiscountsCaution Tape- 1.52 100-1300-300-52003SuppliesCaution Tape75.78
28019707/ Invoice 10/2026Kneepads0. 0034.29
100-1100-120-43021Accts Payable DiscountsKneepads- 0.70 100-1600-605-51014Safety GearKneepads34. 99
1112807/ Nielsen Building27/ Material 2026Regular0. 0023.4448799 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 28102607/ Invoice 16/2026Plastic Cut-OffRiser0.0023.44
100-1100-120-43021Accts Payable DiscountsPlastic Cut-Off Riser- 0.48 100-1300-330-53003Repairs and MaintenancePlastic Cut-Off Riser23.92 1070707/ Oilfield Environmental & 27/Compliance, 2026EFT0. Inc 001,020.578340 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 260563907/ Invoice 22/2026Annual labFees0.00367.80
501-5300-503-57010Lab FeesAnnual lab Fees367.80
260582907/ Invoice 22/2026Annual labFees0.00652.77
501-5300-503-57010Lab FeesAnnual lab Fees652.77
1169407/ OpenGov, Inc. 20/2026Regular0. 0042,190.4348772 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV2787707/ Invoice 08/2026Budget & Planning Software0. 0042,190.43 100-1100-121-57064IT ExpensesBudget & Planning Software33, 077.30 500-5100-501-57064IT Expenses - Water FundBudget & Planning Software4, 134.66 501-5200-502-57064IT Expenses - SewerBudget & Planning Software1, 561.05 501-5300-503-57064IT Expenses - WWTPBudget & Planning Software3, 417.42 7/27/20265:37:55PMPage13of28
14 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 1097507/ O'Reilly Automotive06/ Stores, Inc. dba2026EFT0. O'Reilly Auto Parts 00109.558282 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 4372-20399606/ Invoice 30/2026Triball 2.5" 0.0098.03
100-1600-690-53003Repairs and MaintenanceTriball 2.5" 98.03 4372-20400306/ Invoice 30/2026Ball Mount Bar0.0011.52
100-1600-690-53003Repairs and MaintenanceBall Mount Bar- 82.99 100-1600-690-53003Repairs and MaintenanceBall Mount Bar94.51 1097507/ O'Reilly Automotive13/ Stores, Inc. dba2026EFT0. O'Reilly Auto Parts 0025.858302 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 4372-20523507/ Invoice 06/2026DSL Antigel0.0025.85
100-1600-620-52003SuppliesDSL Antigel25. 85
1177407/ Pacific Blue Property 27/ Management, 2026EFT0. Inc. 003,960.008341 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001484407/ Invoice 20/2026Transit Rent - August0.003,960.00 502-5000-850-57011Lease PaymentsTransit Rent - August3,960.00 7/27/20265:37:55PMPage14of28
15 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 1092007/ Pacific Central 27/ Coast Health 2026Regular0. Centers 001,480.0048800 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 3168918906/ Invoice 01/2026Drug Test - Elena S. 0.0060.00 100-1300-395-51010Employee ScreeningDrug Test - Elena S. 60.00 3168919006/ Invoice 01/2026Oral Drug Test - Elena S. 0.0060.00 100-1300-395-51010Employee ScreeningOral DrugTest - Elena S. 60.00 3168925106/ Invoice01/2026Oral Drug Test - Angelina L. 0.0060.00 100-1300-395-51010Employee ScreeningOral Drug Test - Angelina L. 60.00 3168925206/ Invoice 01/2026Drug Test - Angelina L. 0.0060.00 100-1300-395-51010Employee ScreeningDrug Test - Angelina L. 60.00 3174677906/ Invoice 03/2026Oral Drug Test - Jenna B. 0.0060.00 100-1300-395-51010Employee ScreeningOral Drug Test - Jenna B. 60.00 3174678006/ Invoice 03/2026Drug Test - Jenna B. 0.0060.00 100-1300-395-51010Employee ScreeningDrug Test - Jenna B. 60.00 3180669706/ Invoice 08/2026Handl/ Convey - Trevor H. 0.0045.00 501-5200-502-51010Employee ScreeningHandl/ Convey - Trevor H. 11.25 501-5300-503-51010Employee ScreeningHandl/ Convey - Trevor H. 33.75 3180706006/ Invoice 08/2026Handl/ Convey - Frank P. 0.0045.00 501-5200-502-51010Employee ScreeningHandl/ Convey - Frank P. 11.25 501-5300-503-51010Employee ScreeningHandl/ Convey - Frank P. 33.75 3180706106/ Invoice08/2026Alcohol Screening - Frank P. 0.0060.00 501-5200-502-51010Employee ScreeningAlcohol Screening - Frank P. 15.00 501-5300-503-51010Employee ScreeningAlcohol Screening - Frank P. 45.00 3180855406/ Invoice01/2026Employee Physical - Elena T. 0.00130.00 100-1300-395-51010Employee ScreeningEmployee Physical - Elena T. 130.00 3180856006/ Invoice03/2026Employee Phsyical - Jenna B. 0.00130.00 100-1300-395-51010Employee ScreeningEmployee Phsyical - Jenna B. 130.00 3180858006/Invoice01/2026Employee Physical - Angelina L. 0.00130.00 100-1300-395-51010Employee ScreeningEmployee Physical - Angelina L. 130.00 3180862806/ Invoice 08/2026Oral Drug Test - Benke S. 0.0060.00 100-1300-395-51010Employee ScreeningOral Drug Test - Benke S. 60.00 3180862906/ Invoice 08/2026Drug Test - Benke S. 0.0060.00 100-1300-395-51010Employee ScreeningDrug Test - Benke S. 60.00 3184099106/ Invoice08/2026Employee Physical - Benke S. 0.00130.00 100-1300-395-51010Employee ScreeningEmployee Physical - Benke S. 130.00 3189658806/ Invoice 10/2026Handl/ Convey - Daniel O. 0.0045.00 100-1600-605-51010Employee ScreeningHandl/ Convey - Daniel O. 9.00 100-1600-690-51010Employee ScreeningHandl/ Convey - Daniel O. 24.75 100-1600-700-51010Employee ScreeningHandl/ Convey - Daniel O. 9.00 100-1600-720-51010Employee ScreeningHandl/ Convey - Daniel O. 2.25 3189658906/ Invoice10/2026Alcohol Screening - Daniel O. 0.0060.00 100-1600-605-51010Employee ScreeningAlcohol Screening - Daniel O. 12.00 100-1600-690-51010Employee ScreeningAlcohol Screening - Daniel O. 33.00 100-1600-700-51010Employee ScreeningAlcohol Screening - Daniel O. 12.00 100-1600-720-51010Employee ScreeningAlcohol Screening - Daniel O. 3.00 3189690506/Invoice10/2026Alcohol Screening - Christian W. 0.0060.00 100-1600-605-51010Employee ScreeningAlcohol Screening - Christian W. 12.00 100-1600-690-51010Employee ScreeningAlcohol Screening - Christian W. 33.00 100-1600-700-51010Employee ScreeningAlcohol Screening - Christian W. 12.00 100-1600-720-51010Employee ScreeningAlcohol Screening - Christian W. 3.00 3189690606/ Invoice10/2026Handl/ Convey - Christian W. 0.0045.00 100-1600-605-51010Employee ScreeningHandl/ Convey - Christian W. 9.00 100-1600-690-51010Employee ScreeningHandl/ Convey - Christian W. 24.75 100-1600-700-51010Employee ScreeningHandl/ Convey - Christian W. 9.00 7/27/20265:37:55PMPage15of28
16 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 100-1600-720-51010Employee ScreeningHandl/ Convey - Christian W. 2.25 3189727606/ Invoice 11/2026Drug Test - Hudson V. 0.0060.00 100-1300-395-51010Employee ScreeningDrug Test - Hudson V. 60.00 3189727706/ Invoice 11/2026Oral Drug Test - Hudson V. 0.0060.00 100-1300-395-51010Employee ScreeningOral Drug Test - Hudson V. 60.00 5298007/ Patricia Perez06/2026Regular0. 00600.0048731
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001479206/ Invoice 30/2026Recreation Refund0.00600.00 100-20036Due toA/RCustomer- CiviRecreation Refund600. 00 1091607/ Pavement Engineering, 20/Inc. 2026Regular0. 001,325.0048773 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 2606-04007/ Invoice13/2026CM/ QA Services forAlamo Pintado RdPav0.001,325.00 300-1600-600-70105Projects - GEN FUNDCM/ QAServices forAlamo Pinta1,039.73 300-2100-801-70105Projects - GAS TAX-RMRACM/ QA Services forAlamo Pinta67.97 300-2500-803-70105Projects - MEASURE ACM/ QA Services forAlamo Pinta217. 30 1091607/ Pavement27/ Engineering, 2026Regular0. Inc. 0080,272.5048801 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 2606-08807/ Invoice15/2026CM/ QA Services forAlamo Pintado RdPav0.0080,272.50 300-1600-600-70105Projects - GEN FUNDCM/ QA Services forAlamo Pinta62,989.83 300-2100-801-70105Projects - GAS TAX-RMRACM/ QA Services forAlamo Pinta4,117.98 300-2500-803-70105Projects - MEASURE ACM/QA Services forAlamo Pinta13,164.69 1179407/ Polsinelli PC27/2026Regular0. 006,875.0048802
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 284591607/ Invoice 15/2026Legal Services0. 006,875.00
100-1100-120-57012Legal FeesLegal Services6, 875.00
1072307/ Procare Janitorial06/ Supply, Inc 2026EFT0.001,813.828283 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 19444306/ Invoice 26/2026Janitorial Supplies - RR#10.00194.50 100-1600-670-52003SuppliesJanitorial Supplies - RR#1194.50 19444406/ Invoice 26/2026Janitorial Supplies - RR#20.00194.50 100-1300-320-52003SuppliesJanitorial Supplies - RR#2194.50 19444506/ Invoice 26/2026Janitorial Supplies - RR#30.00194.50 100-1600-680-52003SuppliesJanitorial Supplies - RR#3194.50 19444606/ Invoice 26/2026Janitorial Supplies - Vets0.00276.79 100-1600-610-52003SuppliesJanitorial Supplies - Vets276.79 19444706/ Invoice 26/2026Janitorial Supplies - City Hall0.00244.12 100-1600-620-52003SuppliesJanitorial Supplies - City Hall244.12 19444806/ Invoice 26/2026Janitorial Supplies - Annex0.00235.36 100-1600-630-52003SuppliesJanitorial Supplies - Annex235. 36 19444906/ Invoice 26/2026Janitorial Supplies - SF0.00474.05 100-1300-330-52003SuppliesJanitorial Supplies - SF474.05 1072307/ Procare Janitorial13/ Supply, Inc 2026EFT0.001,972.668303 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 19459407/ Invoice 01/2026Janitorial Supplies - RR#10.00390.09 100-1600-670-52003SuppliesJanitorial Supplies - RR#1390.09 19459507/ Invoice 01/2026Janitorial Supplies - RR#10.00543.54 7/27/20265:37:55PMPage16of28
17 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 100-1600-670-52003SuppliesJanitorial Supplies - RR#1543.54 19459807/ Invoice 01/2026Janitorial Supplies - RR#30.00387.37 100-1600-680-52003SuppliesJanitorial Supplies - RR#3387.37 19459907/ Invoice 01/2026Janitorial Supplies - RR#30.00184.33 100-1600-680-52003SuppliesJanitorial Supplies - RR#3184.33 19460007/ Invoice 01/2026Janitorial Supplies - Vets0.00144.51 100-1600-610-52003SuppliesJanitorial Supplies - Vets144.51 19475307/ Invoice 08/2026Janitorial Supplies - WWTP0.00322.82 501-5300-503-52003SuppliesJanitorial Supplies - WWTP322. 82 1072307/ Procare Janitorial20/ Supply, Inc 2026EFT0.001,881.898325 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 19459607/ Invoice 01/2026Janitorial Supplies - RR#20.00390.09 100-1300-320-52003SuppliesJanitorial Supplies - RR#2390.09 19459707/ Invoice 01/2026Janitorial Supplies - RR#20.00334.00 100-1300-320-52003SuppliesJanitorial Supplies - RR#2334.00 194753-Invoice 107/10/2026Janitorial Supplies - WWTP0.0034.33 501-5300-503-52003SuppliesJanitorial Supplies - WWTP34. 33 19483307/ Invoice 10/2026Janitorial Supplies - RR#10.00210.65 100-1600-670-52003SuppliesJanitorial Supplies - RR#1210.65 19483407/ Invoice 10/2026Janitorial Supplies - RR#20.00210.65 100-1300-320-52003SuppliesJanitorial Supplies - RR#2210.65 19483507/ Invoice 10/2026Janitorial Supplies - RR#30.00171.64 100-1600-680-52003SuppliesJanitorial Supplies - RR#3171.64 19483607/ Invoice 10/2026Janitorial Supplies - SF0.00210.11 100-1300-330-52003SuppliesJanitorial Supplies - SF210.11 19483707/ Invoice 10/2026Janitorial Supplies - Vets0.00133.18 100-1600-610-52003SuppliesJanitorial Supplies - Vets133.18 19483807/ Invoice 10/2026Janitorial Supplies - City Hall0.0093.62 100-1600-620-52003SuppliesJanitorial Supplies - City Hall93.62 19483907/ Invoice 10/2026Janitorial Supplies - Annex0.0093.62 100-1600-630-52003SuppliesJanitorial Supplies - Annex93. 62 1072307/ Procare Janitorial27/ Supply, Inc 2026EFT0.001,619.588342 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 19505007/ Invoice 17/2026Janitorial Supplies - RR#10.00197.04 100-1600-670-52003SuppliesJanitorial Supplies - RR#1197.04 19505107/ Invoice 17/2026Janitorial Supplies - RR#20.00197.04 100-1300-320-52003SuppliesJanitorial Supplies - RR#2197.04 19505207/ Invoice 17/2026Janitorial Supplies - RR#30.00197.04 100-1600-680-52003SuppliesJanitorial Supplies - RR#3197.04 19505307/ Invoice 17/2026Jantorial Supplies - SF0.00366.06 100-1300-330-52003SuppliesJantorial Supplies - SF366.06 19505407/ Invoice 17/2026Janitorial Supplies - City Hall0.00235.26 100-1600-620-52003SuppliesJanitorial Supplies - City Hall235.26 19505507/ Invoice 17/2026Janitorial Supplies - Annex0.00251.31 100-1600-630-52003SuppliesJanitorial Supplies - Annex251. 31 19505607/ Invoice 17/2026Janitorial Supplies - Vets0.00175.83 100-1600-610-52003SuppliesJanitorial Supplies - Vets175.83 7/27/20265:37:55PMPage17of28
18 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 1158807/ Quality Counts 06/ LLC 2026Regular0. 0016,200.0048732 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 174848-Invoice 106/29/2026Mission Drive TMCs0.0016,200.00 100-1600-690-57048Traffic CountsMission Drive TMCs16,200.00 1022107/ R & MDiesel13/ Service & Towing 2026Regular0. 002,261.0448754 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 2613007/ 02/ Invoice 2026Replace Generator Block Heater Fjord lift0.002,261.04 501-5300-503-53003Repairs and MaintenanceReplace Generator Block Heater 2,261.04 1178407/ Radarsign, LLC 13/2026EFT0.001,295.008304
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV525206/ Invoice 30/2026Radarsign Repair0.001,295.00
100-1600-690-53003Repairs and MaintenanceRadarsign Repair1,295.00 1063607/ Ramsey Asphalt 06/ Construction 2026Regular0. Corp. 006,990.0048733 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 1240006/ Invoice 29/2026Hot Patching Work0.006,990.00
500-5100-501-53003Repairs and MaintenanceHot Patching Work6,429.00 500-5100-501-53003Repairs and MaintenanceHot Patching Work561. 00 1003407/ ReadyRefresh byNestle 06/2026EFT0.00129.478281 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 26F001803803406/ Invoice 30/2026Acct# 00180380340. 00129.47 501-5300-503-52003SuppliesAcct# 0018038034129. 47
1163907/ Reece Plumbing06/2026Regular0. 00450.6048729
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount S123838854. Invoice 00106/ 25/2026Straw Wattle0.00156.26 100-1100-120-43021Accts Payable DiscountsStraw Wattle- 2.96 100-1600-720-53003Repairs and MaintenanceStraw Wattle159. 22 S123844936. Invoice 00106/ 25/2026Straw Wattle0.00156.26 100-1100-120-43021Accts Payable DiscountsStraw Wattle- 2.96 100-1600-720-53003Repairs and MaintenanceStraw Wattle159. 22 S123867304. Invoice 00106/ 29/2026Straw Wattle0.00138.08 100-1100-120-43021Accts Payable DiscountsStraw Wattle- 2.61 100-1600-720-53003Repairs and MaintenanceStraw Wattle140. 69 1163907/ Reece Plumbing13/2026Regular0. 00136.0248752
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount S123896537. Invoice 00107/ 01/2026Backflow Covers0.00136.02 100-1100-120-43021Accts Payable DiscountsBackflow Covers- 2.57 100-1300-340-57029Village Planter Maint. Backflow Covers138.59 1163907/ Reece Plumbing 20/2026Regular0. 006,044.0348769 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount S123023205. Invoice 00107/ 10/2026Stainless steel, locking TPdispensers. 0.005,749.69 100-1100-120-43021Accts Payable DiscountsDiscount- 105.44 100-1600-670-53003Repairs and MaintenanceStainless steel, locking TPdispe1,891.91 100-1600-680-53003Repairs and MaintenanceStainless steel, locking TPdispe3,963.22 S123951626. Invoice 00107/ 09/2026Straw Wattle0.00138.08 100-1100-120-43021Accts Payable DiscountsStraw Wattle- 2.61 7/27/20265:37:55PMPage18of28
19 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 100-1600-720-53003Repairs and MaintenanceStraw Wattle140. 69 S123964051. Invoice 00107/ 10/2026Bend aBoard Stake0.00156.26 100-1100-120-43021Accts Payable DiscountsBend aBoard Stake- 2.96 100-1600-720-53003Repairs and MaintenanceBend aBoard Stake159. 22 1163907/ Reece Plumbing 27/2026Regular0. 003,165.7548798 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount S123761175. Invoice 00107/ 17/2026Locking toilet paper dispenser0. 003,165.75 100-1100-120-43021Accts Payable DiscountsDiscount- 59.31 100-1300-320-52003SuppliesLocking toilet paper dispenser3, 225.06 1154407/ Richards, Watson & 06/ Gershon A2026EFT0. Professional Corporation 007,780.608284 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 25893806/Invoice 12/2026Legal Services - Community Development0. 007,780.60 100-1200-200-57012Legal FeesLegal Services - Community Dev7,780.60 1154407/ Richards, Watson & 27/ Gershon2026EFT0. AProfessional Corporation 00122,306.558343 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 25948906/Invoice30/2026Legal Services - City ofSolvang0. 0053,801.98 100-1100-120-57012Legal FeesLegal Services - City ofSolvang53, 801.98 25949106/ Invoice 30/2026Legal Services - Personnel0. 008,011.55 100-1100-120-57012Legal FeesLegal Services - Personnel8, 011.55 25949206/ 30/ Invoice 2026Legal Services - Adv. South Coast Property 0.0058,347.52 100-1100-120-57012Legal FeesLegal Services - Adv. South Coas58,347.52 25949306/Invoice30/2026Legal Services - Municipal Water0.00380.90 500-5100-501-57012Legal FeesLegal Services - Municipal Water 380.90 25949406/Invoice 30/2026Legal Services - Adv. S.Y. Valley Residents0. 0069.20 100-1100-120-57012Legal FeesLegal Services - Adv. S.Y. Valley R69.20 25949506/Invoice30/2026Legal Services - Adv. St. George0. 001,695.40 100-1100-120-57012Legal FeesLegal Services - Adv. St. George1,695.40 1153907/ RingCentral, Inc. 27/2026EFT0.001,114.048344
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount CD_00149539707/ Invoice 15/2026DigitalLune Unlimited Standard0. 001,114.04 100-1100-121-57064IT ExpensesDigitalLune Unlimited Standard1, 114.04 1138107/ Roadrunner Management 13/Services, 2026EFT0. Inc. 0081,029.488305 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 713906/ 30/ Invoice2026SYVT Operations Roadrunner Mgmt Serv0.0070,998.78 502-5000-850-35021Fare Box RevenueFarebox Collections- 4,496.72 502-5000-850-55003CommunicationsComcast Internet Upgrade105. 00 502-5000-850-56010Transit ContractSYVT Opera?ons Roadrunner M41,999.49 502-5000-850-56010Transit ContractSYVT Opera?ons Roadrunner M33,391.01 714006/Invoice 30/2026Fuel Reimbursement - June0.0010,030.70 502-5000-850-52015Vehicle FuelFuel Reimbursement - June10,030.70 1123907/ S.Y. RiverWater 27/ Conservation 2026Regular0. 007,898.2748803 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001485207/ Invoice 23/2026Acct# DDC6363C - 202526B0. 007,898.27 500-5100-501-55013Ground Water ChargesAcct# DDC6363C - 202526B7, 898.27 7/27/20265:37:55PMPage19of28
20 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 1003307/ S.Y.R.W.C.D. 20/ ID #1 2026Regular0. 003,892.4948774 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 0001 06/Invoice 25/202606/ 25/2026Acct# 0000170400010. 003,892.49 100-1300-330-55002Water and Sewer ChargesAcct# 0000170400013, 892.49 1003307/ S.Y.R.W.C.D. 20/ ID #1 2026Regular0. 002,828.1948775 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 5001 06/Invoice 30/202606/ 30/2026Acct# 0000170050010. 002,828.19 500-5100-501-55010Purchased WaterAcct# 0000170050012, 828.19 1003307/ S.Y.R.W.C.D. 20/ ID #1 2026Regular0. 001,767.6248776 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 7501 06/Invoice 30/202606/ 30/2026Acct# 0000170375010. 001,767.62 500-5100-501-55010Purchased WaterAcct# 0000170375011, 767.62 5215307/ Salvador Zepeda 06/2026Regular0. 00100.0048734 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001479106/ Invoice 30/2026Recreation Refund0.00100.00 100-20036Due toA/RCustomer- CiviRecreation Refund100. 00 1000407/ Santa Barbara 06/ CoSheriff 2026Regular0. Dept 00268,892.0048735 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 288206/ 25/ Invoice2026Law Enforcement Services June 20260.00268,892.00 100-1000-130-56006Law Enforcement ContracLaw Enforcement Services June 268,892.00 1027407/ Santa Barbara 06/ Local Agency 2026Regular0. Formation Commission 004,546.0048736 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001480007/ Invoice 01/2026LAFCO Budget FY26-270.004,546.00 100-1000-100-56009LAFCOLAFCO Budget FY26-274,546.00
1090907/ Santa Maria Famcon 06/ Pipe & Supply 2026EFT0.003,331.638285 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount S100183666. Invoice 00106/ 23/2026Repair Parts0.003,331.63 500-5100-501-53003Repairs and MaintenanceRepair Parts3,331.63 7/27/20265:37:55PMPage20of28
21 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 1116707/ Santa Ynez Valley 13/ Hardware2026Regular0. 001,967.4448755 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001480406/ Invoice 30/2026Supplies - June0.001,967.44 100-1300-300-53008Vehicle Repairs & Maint. Supplies - June13.99 100-1300-310-53003Repairs and MaintenanceSupplies - June169. 78 100-1300-320-53003Repairs and MaintenanceSupplies - June131. 52 100-1300-330-53003Repairs and MaintenanceSupplies - June63.42 100-1300-340-53003Repairs and MaintenanceSupplies - June21.70 100-1300-340-57029Village Planter Maint. Supplies - June172.37 100-1300-350-52005Recreation ProgramsSupplies - June26.09 100-1400-410-52000EventsSupplies - June39.73
100-1600-605-52003SuppliesSupplies - June48.90
100-1600-610-52003SuppliesSupplies - June11.94
100-1600-620-53003Repairs and MaintenanceSupplies - June198. 61 100-1600-680-53003Repairs and MaintenanceSupplies - June11.09 100-1600-690-52003SuppliesSupplies - June134.82
100-1600-690-53003Repairs and MaintenanceSupplies - June45.21 100-1600-700-53003Repairs and MaintenanceSupplies - June28.26 500-5100-501-52003SuppliesSupplies - June574.14
501-5200-502-52009Small EquipmentSupplies - June26.93
501-5300-503-52003SuppliesSupplies - June53.26
501-5300-503-53003Repairs and MaintenanceSupplies - June88.04 501-5300-503-53008Vehicle Repairs & Maint. Supplies - June107.64 1028107/ Satcom Global FZE 13/2026EFT0.0057.218306
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount AS0726041507/ Invoice 01/2026Iridium SIM Card0.0057.21
100-1100-120-60006EOC PhoneIridium SIM Card57.21
5298207/ Sheryl Taylor 27/2026Regular0. 0020.0048804
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001484507/ Invoice 20/2026Adult Trip Refund0.0020.00 100-20036Due toA/RCustomer- CiviAdult Trip Refund20. 00 1144807/ SiteOne Landscaping 06/Supply, 2026Regular0. LLC 00615.4548737 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 168198934- Invoice 00106/ 29/2026Athletic Line Marking Chalk0.00133.68 100-1300-330-53003Repairs and MaintenanceAthletic Line Marking Chalk133. 68 168208201- Invoice 00106/ 29/2026Reducer Bushing Flush0.00258.05 500-5100-501-52003SuppliesReducer Bushing Flush258. 05
168220446- Invoice 00106/ 29/2026Athletic Line Marking Chalk0.0052.16 100-1300-330-53003Repairs and MaintenanceAthletic Line Marking Chalk52.16 168273796- Invoice 00106/ 30/2026Snail and Slug Control0.00171.56 100-1300-320-53003Repairs and MaintenanceSnail and Slug Control171. 56 1144807/ SiteOne Landscaping 20/Supply, 2026Regular0. LLC 00679.6748777 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 168472034- Invoice 00107/ 07/2026Lesco Moisture Manager0. 00252.99 100-1300-320-53003Repairs and MaintenanceLesco Moisture Manager252. 99 168522389- Invoice 00107/ 08/2026Fan Spray0.0059.80
100-1300-340-57029Village Planter Maint. FanSpray59.80
168522569- Invoice 00107/ 08/2026Ultra Adjustable Rotor0.00155.42 100-1300-310-53003Repairs and MaintenanceUltra Adjustable Rotor77.71 100-1300-330-53003Repairs and MaintenanceUltra Adjustable Rotor77.71 7/27/20265:37:55PMPage21of28
22 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 168640642- Invoice 00107/ 10/2026Quick Coupling Valve0.00211.46 100-1300-340-57029Village Planter Maint. Quick Coupling Valve211.46 1144807/ SiteOne Landscaping 27/Supply, 2026Regular0. LLC 00939.6148805 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 168749301- Invoice00107/ 14/2026Hunter Ultra Adjustable Rotor0.00243.69 100-1300-320-53003Repairs and MaintenanceHunter Ultra Adjustable Rotor243. 69 169030078- Invoice 00107/ 21/2026Greenfield Turf0.00695.92 100-1300-310-53003Repairs and MaintenanceGreenfield Turf229.65 100-1300-320-53003Repairs and MaintenanceGreenfield Turf229.65 100-1300-330-53003Repairs and MaintenanceGreenfield Turf236.62 1022207/ SJCustom Farming 27/2026Regular0. 001,050.0048806 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 41438807/ Invoice 11/2026Rip Bottom ofPond0.001,050.00
501-5300-503-53003Repairs and MaintenanceRip Bottom ofPond1,050.00 1117407/ Solvang Bakery27/ Inc. 2026Regular0. 0076.5048807 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 71705707/ Invoice 21/2026Cake forJuly Birthdays0. 0076.50 100-1000-100-58001City HospitalityCake for July Birthdays76. 50 1114607/ Solvang Chamber 13/ofCommerce 2026Regular0. 0050,000.0048756 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 644507/Invoice 08/2026Events, Maps & Workshops0. 0050,000.00 100-1100-220-59026Solvang Chamber ofComEvents, Maps & Workshops50, 000.00 1011007/ Solvang Heritage 20/Associates 2026Regular0. dba Elverhoj Museum ofHistory & Art 0040,000.0048778 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001481007/ Invoice 06/2026Grant Funding FY26/270.0040,000.00 100-1000-110-59004Elverhoj MuseumGrant Funding FY26/2740,000.00 1161307/ Solvang Hygge 13/ Huset LLC2026Regular0. 0011,838.2448757 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 105506/Invoice 30/2026Visitor' sCenter FY2025-260.0011,838.24 100-1400-400-59010Visitor' sCenterVisitor' sCenter FY2025-2611,838.24 5170107/ SOLVANG ROTARY 20/ CLUB FOUNDATION 2026Regular0. 00675.0048779 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001481207/ Invoice 13/2026Special Event Fee Refund0.00675.00 100-16002REIMBURSEABLE A/PPAYSpecial Event Fee Refund675. 00 1123107/ Solvang Theaterfest 13/2026Regular0. 0025,000.0048758 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 423707/Invoice 01/20262026 Venue Sponsorship0. 0025,000.00 100-1000-110-59006Solvang Theaterfest2026 Venue Sponsorship25, 000.00 7/27/20265:37:55PMPage22of28
23 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 1014207/ SPMaintenance13/ Services, Inc 2026EFT0.003,647.928307 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 10227506/ Invoice 30/2026Street Sweeping FY25/260.003,647.92 100-1600-720-57022Street SweepingStreet Sweeping FY25/263,647.92 1090207/ Staples Advantage 06/2026EFT0.00234.878286
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 606729014006/ Invoice 27/2026Office Supplies0. 00234.87 100-1200-200-52003SuppliesOffice Supplies117. 43
100-1200-210-52003SuppliesOffice Supplies117. 44
1090207/ Staples Advantage 20/2026EFT0.00138.928326
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 606851538307/ Invoice 11/2026KCups0. 00138.92
501-5300-503-52003SuppliesKCups138. 92
1177607/ SYV Garden Center, 06/Inc. dba2026Regular0. Windmill Nursery 00804.7848738 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001479606/ Invoice 05/2026Salvia x. Mystic Spires Blue0.00335.91 100-1300-320-53003Repairs and MaintenanceSalvia x. Mystic Spires Blue71.88 100-1300-340-57029Village Planter Maint. Salvia x. Mystic Spires Blue264.03 INV001479806/ Invoice 20/2026Color Pack x180.00152.38
100-1300-340-57029Village Planter Maint. Color Pack x18152.38 INV001479906/ Invoice 24/2026Alstromeria Hybrid0.00316.49 100-1300-340-57029Village Planter Maint. Alstromeria Hybrid316.49 1012807/ SYV Senior13/ Advisory Council/ 2026Regular0. Solvang Senior Center 0015,000.0048759 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001480706/ Invoice 30/2026Solvang Senior Center0.0015,000.00 100-1000-110-59013Solvang Senior CenterSolvang Senior Center15, 000.00 1165807/ Tom Jones & 06/ Associates, 2026Regular0. Inc. 0054,908.1748739 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 0526s05/Invoice 31/2026Professional Services FY2025-260.0054,908.17 100-1400-400-57016Professional ServicesProfessional Services FY2025-235,424.87 100-1400-400-57016Professional ServicesProfessional Services FY2025-219,483.30 1165807/ Tom Jones & 13/ Associates, 2026Regular0. Inc. 0012,075.0048760 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 0626s06/Invoice 30/2026Professional Services FY2025-260.0012,075.00 100-1400-400-57016Professional ServicesProfessional Services FY2025-212,075.00 7/27/20265:37:55PMPage23of28
24 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 1167207/ Traffic Management, 06/Inc. 2026Regular0. 008,707.8248740 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 06-12462306/ Invoice 30/2026Traffic control 246 work0.002,332.97 500-5100-501-53003Repairs and MaintenanceTraffic control 246 work2,332.97 06-12479106/ Invoice 30/2026New road paint0.001,219.73
100-1600-690-52003SuppliesNew road paint1,219.73
06-12479206/ Invoice 30/2026Replacement road signs throughout town0.005,070.65 100-1600-690-53003Repairs and MaintenanceReplacement road signs through5, 070.65 06-12479506/ Invoice 30/2026Aluminum Sign0.0084.47
100-1600-690-52003SuppliesAluminum Sign84.47
1167207/ Traffic Management, 13/Inc. 2026Regular0. 001,457.5348761 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 06-12486106/ Invoice 30/2026Aluminum Signs0.00931.48
100-1600-690-52003SuppliesAluminum Signs931. 48
136692707/ Invoice 08/2026Traffic Control Plan0.00526.05 500-5100-501-53003Repairs and MaintenanceTraffic Control Plan526.05 1167207/ Traffic Management, 27/Inc. 2026Regular0. 001,211.9348808 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 06-12521007/ Invoice 22/2026New road signs forHandicap parking/ Spe0.001,211.93 100-1600-690-53003Repairs and MaintenanceNew road signs forHandicap pa1,211.93 1155707/ Tripepi, Smith 13/ andAssociates, 2026Regular0. Inc. 005,482.0948762 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 1750506/Invoice30/2026Urban Growth Boundary0. 005,482.09 100-1200-200-57016Professional ServicesUrban Growth Boundary5, 482.09 1176707/ Two Trumpets Communications 13/2026EFT0.002,083.008308 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 161306/Invoice 30/2026City Newsletter0. 002,083.00
100-1100-120-57062Public RelationsCity Newsletter1, 870.00 100-1100-120-57062Public RelationsCity Newsletter213. 00 1099207/ Tyler Technologies, 06/ Inc 2026Regular0. 00823.4948741 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 025-55766306/ Invoice26/2026Payments Hardware and Annual Fee 3/1/ 0.00755.29 500-5100-501-57064IT Expenses - Water FundPayments Hardware and Annual 377.64 501-5200-502-57064IT Expenses - SewerPayments Hardware and Annual 377.65 025-55868006/ Invoice 30/2026Utility Billing Notification Subscription0. 0028.20 500-5100-501-57064IT Expenses - Water FundU?lityBilling No?ca?onSubscr14. 10 501-5200-502-57064IT Expenses - SewerU?lityBilling No?ca?onSubscr14. 10 CI100-0029619807/ Invoice 01/2026Utility Billing - August0.0040.00 500-5100-501-57064IT Expenses - Water FundUtility Billing - August20. 00 501-5200-502-57064IT Expenses - SewerUtility Billing - August20. 00 7/27/20265:37:55PMPage24of28
25 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 1118207/ Underground Service 06/ Alert ofSouthern 2026EFT0. California 00183.388287 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 25-26450807/ Invoice 01/2026California State Fee forRegulatory Costs0.0037.93 100-1600-720-57028Underground AlertCalifornia State Fee for Regulato12. 52 500-5100-501-57028Underground AlertCalifornia State Fee for Regulato12. 52 501-5200-502-57028Underground AlertCalifornia State Fee for Regulato12. 89 62026071507/ Invoice 01/2026New Ticket Charges0. 00145.45 100-1600-720-57028Underground AlertNew Ticket Charges48. 00 500-5100-501-57028Underground AlertNew Ticket Charges48. 00 501-5200-502-57028Underground AlertNew Ticket Charges49. 45 1021407/ USA BlueBook 06/2026EFT0.00627.268277
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV0108777906/ Invoice 29/2026Male Connector 10Pack0.00627.26 500-5100-501-52003SuppliesMale Connector 10Pack627.26
1021407/ USA BlueBook 13/2026EFT0.00268.598299
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV0109622007/ Invoice 08/2026Electrode Storage Solution0. 00268.59 501-5300-503-52003SuppliesElectrode Storage Solution268. 59 1021407/ USA BlueBook 20/2026EFT0.001,236.118319
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV0109888907/ Invoice 10/2026Hach Free Ammonia Reagent0. 00635.69 500-5100-501-52014ChlorinationHach Free Ammonia Reagent635. 69 INV0109892407/ Invoice 10/2026Hach Total Chlorine Swiftest0. 00600.42 500-5100-501-52014ChlorinationHach Total Chlorine Swiftest600. 42 1142607/ Valley Fresh Market, 13/ LLC 2026Regular0. 0021.5548763 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 02-9313006/ Invoice 09/2026Supplies forCookie Camp0.0012.86 100-1300-365-52005Recreation ProgramsSupplies for Cookie Camp12.86 03-12727606/ Invoice 17/2026Water Bottles0.008.69
100-1600-605-52003SuppliesWater Bottles8.69
1156207/ Valley Shield06/ Termite andPest 2026Regular0. Solutions, Inc. 00385.0048742 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 3621206/Invoice 23/2026Twice aMonth AG Service - HCA0.00100.00 100-1300-310-57057Pest ManagementTwice aMonth AG Service - HCA100.00 3621506/ Invoice 23/2026Weekly Pest Control - SF0.00100.00 100-1300-330-57057Pest ManagementWeekly Pest Control - SF100.00 3622306/Invoice 16/2026Quarterly Pest Control - SF0.0085.00 100-1300-330-57057Pest ManagementQuarterly Pest Control - SF85.00 3631206/Invoice23/2026Monthly Pest Control - Vets0.00100.00 100-1600-610-53003Repairs and MaintenanceMonthly Pest Control - Vets100.00 1156207/ Valley Shield20/ Termite andPest 2026Regular0. Solutions, Inc. 00634.0048780 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 3621406/ Invoice 30/2026Weekly Pest Control - SF0.00100.00 100-1300-330-57057Pest ManagementWeekly Pest Control - SF100.00 3621806/Invoice 30/2026Twice aMonth AG Service - Vets0.00100.00 7/27/20265:37:55PMPage25of28
26 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber 100-1600-610-57057Pest ManagementTwice aMonth AG Service - Vets 100.00 3629906/Invoice30/2026Monthly Pest Control - HCA0.0059.00 100-1300-310-57057Pest ManagementMonthly Pest Control - HCA59.00 3681307/Invoice07/2026Monthly Pest Control - Annex0.0075.00 100-1600-630-53003Repairs and MaintenanceMonthly Pest Control - Annex75. 00 3681607/Invoice 07/2026Twice aMonth AG Service - HCA0.00100.00 100-1300-310-57057Pest ManagementTwice aMonth AG Service - HCA100.00 3682107/ Invoice 07/2026Weekly Pest Control - SF0.00100.00 100-1300-330-57057Pest ManagementWeekly Pest Control - SF100.00 3682307/Invoice 07/2026Twice aMonth AG Service - Vets0.00100.00 100-1600-610-57057Pest ManagementTwice aMonth AG Service - Vets100.00 1156207/ Valley Shield27/ Termite andPest 2026Regular0. Solutions, Inc. 00259.0048809 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 3681507/Invoice 14/2026Twice aMonth AG Service - HCA0.00100.00 100-1300-310-57057Pest ManagementTwice aMonth AG Service - HCA100.00 3682007/ Invoice 15/2026Weekly Pest Control - SF0.00100.00 100-1300-330-57057Pest ManagementWeekly Pest Control - SF100.00 3691007/Invoice15/2026Monthly Pest Control - HCA0.0059.00 100-1300-310-57057Pest ManagementMonthly Pest Control - HCA59.00 1033707/ Visit theSanta 27/ Ynez Valley 2026EFT0.0048,798.128345 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001484907/ Invoice 21/2026SYVTBID - May (Collected inJune) 0.0048,798.12 100-1400-400-43020TBID - Admin. ReimburseSYVTBID - May (Collected inJun- 995.88 700-1400-400-59016SYVTBID PaymentsSYVTBID - May (Collected inJun48,798.12 700-1400-400-61003City Admin FeeSYVTBID - May (Collected inJun995.88 1156107/ Vital Records Control20/2026EFT0.0095.008327
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 660114906/ Invoice 30/2026Shredding Services0. 0095.00
100-1100-120-57016Professional ServicesShredding Services95. 00 1088107/ Wayne Brown20/2026Regular0. 00240.0048781
Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount INV001480806/ Invoice 30/2026Softball Game Umpire0.00240.00 100-1300-360-52005Recreation ProgramsSoftball Game Umpire240. 00 1049707/ West CoastArborists, 06/ Inc 2026EFT0.0028,137.408288 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 24574306/Invoice 15/2026Street Tree and Parks Tree Annual Mainte0.0028,137.40 100-1300-310-57023Tree MaintenanceStreet Tree and Parks Tree Annu2,693.91 100-1300-310-57023Tree MaintenanceStreet Tree and Parks Tree Annu3,701.39 100-1300-320-57023Tree MaintenanceStreet Tree and Parks Tree Annu1,077.57 100-1300-320-57023Tree MaintenanceStreet Tree and Parks Tree Annu1,480.23 100-1300-330-57023Tree MaintenanceStreet Tree and Parks Tree Annu1,616.35 100-1600-700-57023Street Tree ManagementStreet Tree and Parks Tree Annu6,465.39 100-1600-700-57023Street Tree ManagementStreet Tree and Parks Tree Annu8,881.40 100-1600-700-57023Street Tree ManagementStreet Tree and Parks Tree Annu2,221.16 1049707/ West CoastArborists, 20/ Inc 2026EFT0.005,810.408328 7/27/20265:37:55PMPage26of28
27 Check ReportDate Range: 07/01/2026 - 07/31/2026
Vendor NumberPayment Vendor Name DatePayment TypeDiscount AmountPayment AmountNumber Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 24647406/Invoice 30/2026Pruning/ Crown Thinning Services June0.005,810.40 100-1300-310-57023Tree MaintenancePruning/ Crown Thinning Service1, 320.70 100-1300-320-57023Tree MaintenancePruning/ Crown Thinning Service528. 17 100-1300-330-57023Tree MaintenancePruning/ Crown Thinning Service792. 54 100-1600-700-57023Street Tree ManagementPruning/ Crown Thinning Service3, 168.99 1026607/ Western Aeromedical 06/ Consortium 2026Regular0. 0075.0048743 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 15527706/ Invoice 25/2026Random Urine Drug Test - Trevor H. 0.0075.00 501-5200-502-51009Employee Medical ExamsRandom Urine Drug Test - Trevo22.50 501-5300-503-51009Employee Medical ExamsRandom Urine Drug Test - Trevo52.50 1146907/ Willdan Engineering 06/2026Regular0. 001,890.0048744 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 0023832506/ Invoice 12/2026Willdan FY2025-260.001,890.00 100-1200-210-57016Professional ServicesWilldan FY2025-261,890.00 1146907/ Willdan Engineering 27/2026Regular0. 001,757.5048810 Payable # Payable TypePost DatePayable DescriptionDiscount AmountPayable Amount Account NumberAccount NameItem DescriptionDistribution Amount 0023867806/ Invoice 30/2026Building Inspection Services0. 001,757.50 100-1200-210-57016Professional ServicesBuilding Inspection Services1, 757.50 Bank CodeAPBNK Summary
Payable Payment
Payment TypeDiscountPayment CountCount
Regular Checks157950. 001,735,067.91
Manual Checks000.000.00
Voided Checks000.000.00
BankDrafts000.000.00
EFT's131790.00554,757.94
2881740.002,289,825.85
7/27/20265:37:55PMPage27of28
28 Check ReportDate Range: 07/01/2026 - 07/31/2026
AllBankCodesCheckSummary
PayablePayment
Payment TypeDiscountPayment CountCount
Regular Checks157950. 001,735,067.91
Manual Checks000. 000.00
Voided Checks000. 000.00
Bank Drafts000.000.00
EFT's131790.00554,757.94
2881740.002,289,825.85
FundSummary
FundNamePeriodAmount
998POOLED CASH7/ 20262,289,825.85
2,289,825.85
7/27/20265:37:55PMPage28of28
29 CITY COUNCIL STAFF REPORT
AGENDA ITEM: 6.d
MEETING DATE: August 10, 2026
SUBJECT: Receive and File Quarterly Financial Report for April-June 2026 PREPARED BY: Wendy Berry, Administrative Services Director DISCUSSION:

The Quarterly Financial and Investment Report provides an overview of the City’s cash and investment balances as of June 30, 2026. All investment activities comply with the City’s Investment Policy and California Government Code requirements. Current investment levels are sufficient to meet anticipated expenditure needs for the rest of the fiscal year.

RECOMMENDED MOTION:

I move to receive and file the Quarterly Financial Report for April-June 2026.

ALTERNATIVES:

None
FISCAL IMPACT:

This item is informational only and has no direct fiscal impact. Interest earnings are reflected in the City’s investment revenue.

ATTACHMENTS:

Investment Report
1 \

CITY OF SOLVANG
By
Wendy Berry
Quarterly Investment Report
April 2026 – June 2026
2 1Quarterly Investment Report | By
Quarterly Investment Report
April 2026 – June 2026
This report is consistent with the reporting requirements in the Investment Policy.

There are sufficient funds to meet the next six months’ obligations.

LAIF Activity
Balance Ending 3/31/2026 $224,008.69
Prior Quarter Interest $2195.19
Transfer to MB&T
Balance as of 6/30/2026 $226,203.88
Five Star Activity
Balance ending 3/31/2026

$9,817,487.05
Interest/CC Rebate $328,224.64
Deposit from California Class
$29,000,000.00
Balance as of 06/30/2026 $39,145,711.69
California Class
Balance ending 3/31/2026

$31,435,454.61
Interest $51,046.37
Deposit to Five Star ($30,500,000)
Balance as of 6/30/2026 $986,500.98
3 2Quarterly Investment Report | By
Notes: As part of our cash management strategy, funds are deposited to or withdrawn from LAIF, California Class and/or Five Star Bank after evaluating daily cash needs to meet current obligations.
• LAIF interest earned on the balance for the quarter is $2,208.15 and will be credited to the account in July.
• LAIF quarterly interest rates increased from 3.811% in April 2026 to 3.92% in June 2026.
• Five Star Bank interest rate in April 2026 was 3.691% and increased to 3.816% in June 2026.
• California Class interest rate in April 2026 was 3.691% and increased to 3.7% in June 2026.

Certificate of Deposit (CD) Activity
• In July 2024, the City initiated investments in Certificates of Deposit (CDs). Since that time, maturing CDs have been systematically reinvested, and additional CDs have been acquired. All purchases of Certificates of Deposit are made in alignment with the City’s established investment policy and strategy. The CD’s are listed below.

Balance as of 03/31/2026 $5,644,343.81
Contributions $1,500,000
Accrued Interest $164,857.10
Change In Value ($62,910.50)
Balance as of 06/30/2026 $7,188,647.56
Valley Bank NA $244,000 4.4% 08/6/2026
First Bank TN $245,000 4.0% 11/16/2026
First Fed. Saving
Bank
$249,000 4.25% 5/6/2027
UBS Bank USA $249,000 4.0% 5/15/2027
Wells Fargo $249,000 3.7% 8/23/2027
Morgan Stanley $245,000 3.7% 1/21/2028
Ally Bank $245,000 3.95% 4/3/2028
4 3Quarterly Investment Report | By
Toyota Financial
Bank
$245,000 4.05% 5/15/2028
BMW Bank of NA $245,000 4.0% 05/16/2028
Oak View Bank $249,000 4.15% 8/25/2028
Salli Mae Bank $245,000 3.70% 1/22/2029
Texas Heritage $249,000 3.90% 3/6/2029
Citibank $249,000 3.80% 3/19/2029
Golman Sachs $245,000 3.85% 12/31/2029
Farmers & Merchants
Bank
$249,000 3.85%` 3/4/2030
Morgan Stanley $245,000 3.95% 3/4/2030
Texas Exchange $249,000 4.0% 4/2/2030
JP Morgan Chase
Bank
$240,000 4.0% 10/16/2030
State Bank of India
Chicago
$245,000 3.9% 12/26/2030
Customers Bank $245,000 3.8% 2/26/2031
Bippus State Bank $249,000 4.0% 2/27/3031
Celtic Bank $249,000 3.75% 2/27/2031
Truist Bank $240,000 4.0% 3/17/2031
Total Invested CD ‘s $5,664,000
Fed Home Loan
Bank (Agency)
$500,000 4.05% 10/2/2029
Fed. Farm Credit
Bank (Agency)
$495,000 4.18% 2/12/2030
Freddie Mac
(Agency)
$500,000 4.125% 2/20/2031
Total Investments 7,159,000
PARS Activity
The City has invested money into a Section 115 Trust Account managed by the Public Agency Retirement System (PARS), to reduce our unfunded liability of retiree medical and health benefits (OPEB), and to prefund future payments. 5 4Quarterly Investment Report | By

Notes:

Included in this Report:
• Monthly Inv. Reports-April-June 2026
• LAIF Statement – June 2026
• Five Star Bank Statement – June 2026
• California Class Statement – June 2026
• CD Statement – June 2026
• PARS Statement – June 2026
Balance as of 03/31/2026 $1,528,929.87
Contributions $500,000
Investment Earnings $131,948.43
Admin Expenses ($3,018.51)
Balance as of 06/30/2026 $2,157,859.79
6 CITY OF SOLVANG

INVESTMENTS
June 2026
FUND FUND % OF
# FUND BALANCE TOTAL
100 GENERAL FUND $ 21,173,366.38 50.30%
200 GOVERNMENTAL IMPACT FEES $ 1,829,470.71 4.35%
201 TRAFFIC SAFETY $ 17,379.27 0.04%
202 GAS TAX FUND $ 653,471.37 1.55%
203 LOCAL TRANSPORTATION $ 596,483.04 1.42%
204 MEASURE A $ 1,944,637.56 4.62%
205 SKYTT MESA LLMD $ 685,663.85 1.63%
207 MEASURE U $ 2,240,245.77 5.32%
300 CAPITAL PROJECTS $ (405,374.90) -0.96%
500 WATER FUND $ 6,535,862.88 15.53%
501 WASTEWATER $ 4,111,556.61 9.77%
502 TRANSIT FUND $ 1,211,847.86 2.88%
600 EQUIPMENT/VEHICLE POOL $ 1,454,413.59 3.46%
800 GENERAL FIXED ASSET GROUP 0.00 0.00%
TOTALS $ 42,095,265.37 100%
Interest
Rate
LAIF BALANCE $ 226,203.88 3.816%
MONTECITO BANK/MECHANICS $ 1,736,848.82
OTHER
INVESTMENTS/FIVESTAR $ 40,132,212.67 3.7/3.816%
TOTAL POOLED CASH $ 42,095,265.37
CD'S $ 7,188,647.56
SECTION 115 TRUST $ 2,157,859.79
TOTALS $ 51,441,772.72
** All City investments for the month are in compliance with California Government Code, Section 53646(b)(1).
** Current investments meet expenditure requirements for the next six months. 7 CITY OF SOLVANG

INVESTMENTS
May 2026
FUND FUND % OF
# FUND BALANCE TOTAL
100 GENERAL FUND $ 21,546,411.78 51.03%
200 GOVERNMENTAL IMPACT FEES $ 1,820,484.93 4.31%
201 TRAFFIC SAFETY $ 16,078.79 0.04%
202 GAS TAX FUND $ 622,145.48 1.47%
203 LOCAL TRANSPORTATION $ 594,660.29 1.41%
204 MEASURE A $ 1,938,695.09 4.59%
205 SKYTT MESA LLMD $ 686,589.43 1.63%
207 MEASURE U $ 2,066,246.36 4.89%
300 CAPITAL PROJECTS $ (319,721.15) -0.76%
500 WATER FUND $ 6,209,548.19 14.71%
501 WASTEWATER $ 4,246,334.09 10.06%
502 TRANSIT FUND $ 1,302,227.20 3.08%
600 EQUIPMENT/VEHICLE POOL $ 1,449,969.17 3.43%
800 GENERAL FIXED ASSET GROUP 0.00 0.00%
TOTALS $ 42,221,084.03 100%
Interest
Rate
LAIF BALANCE $ 226,203.88 3.810%
MONTECITO BANK/MECHANICS $ 1,988,048.97
OTHER
INVESTMENTS/FIVESTAR $ 40,006,831.18 3.691/3.810%
TOTAL POOLED CASH $ 42,221,084.03
CD'S $ 7,187,872.01
SECTION 115 TRUST $ 1,660,423.08
TOTALS $ 51,069,379.12
** All City investments for the month are in compliance with California Government Code, Section 53646(b)(1).
** Current investments meet expenditure requirements for the next six months. 8 CITY OF SOLVANG

INVESTMENTS
April 2026
FUND FUND % OF
# FUND BALANCE TOTAL
100 GENERAL FUND $ 21,220,264.41 48.56%
200 GOVERNMENTAL IMPACT FEES $ 1,814,711.13 4.15%
201 TRAFFIC SAFETY $ 13,762.89 0.03%
202 GAS TAX FUND $ 593,101.72 1.36%
203 LOCAL TRANSPORTATION $ 592,774.28 1.36%
204 MEASURE A $ 1,886,101.58 4.32%
205 SKYTT MESA LLMD $ 689,730.04 1.58%
207 MEASURE U $ 1,750,528.82 4.01%
300 CAPITAL PROJECTS $ (168,669.90) -0.39%
500 WATER FUND $ 8,132,544.31 18.61%
501 WASTEWATER $ 4,285,582.27 9.81%
502 TRANSIT FUND $ 1,398,180.42 3.20%
600 EQUIPMENT/VEHICLE POOL $ 1,445,370.51 3.31%
800 GENERAL FIXED ASSET GROUP 0.00 0.00%
TOTALS $ 43,697,796.86 100%
Interest
Rate
LAIF BALANCE $ 226,203.88 3.811%
MONTECITO BANK/MECHANICS $ 3,594,018.34
OTHER
INVESTMENTS/FIVESTAR $ 39,877,574.64 3.69%/3.811
TOTAL POOLED CASH $ 43,697,796.86
CD'S $ 7,187,872.01
SECTION 115 TRUST $ 1,616,701.70
TOTALS $ 52,502,370.57
** All City investments for the month are in compliance with California Government Code, Section 53646(b)(1).
** Current investments meet expenditure requirements for the next six months. 9 Local Agency Investment
Fund
P.O. Box 942809
Sacramento, CA 94209-0001
(916) 653-3001
July 24, 2026
LAIF Home
PMIA Average Monthly Yields

CITY OF SOLVANG

FINANCE DIRECTOR
1644 OAK STREET
SOLVANG, CA 93463
Account Number: 98-42-876
June 2026 Statement
Tran Type Definitions
Account Summary
Total Deposit: 0.00 Beginning Balance: 226,203.88
Total Withdrawal: 0.00 Ending Balance: 226,203.88
7/24/26, 5:42 PM LAIF Regular Monthly Statement
https://laifms.treasurer.ca.gov/RegularStatement.aspx 1/1 10 11
0000164-0000740 PDFT 974947
City of Solvang
1644 Oak Street
Solvang, CA 93463
Tel: (877) 930-5213 www.californiaclass.com
Summary Statement
June 30, 2026

Page 1 of 3 ends

Investor ID: CA-01-0175
California CLASS
California CLASS Average Monthly Yield: 3.6996%
Beginning
Balance Contributions Withdrawals
Income
Earned
Income
Earned
YTD
Average Daily
Balance
Month End
Balance
CA-01-0175-0001 CLASS Savings Account 983,510.71 0.00 0.00 2,990.27 339,170.28 983,610.39 986,500.98 TOTAL 983,510.71 0.00 0.00 2,990.27 339,170.28 983,610.39 986,500.98 12 CLASS Savings Account
Tel: (877) 930-5213 www.californiaclass.com
Account Number: CA-01-0175-0001
Account Statement
June 30, 2026

Page 2 of 3 ends

Account Summary Average Monthly Yield: 3.6996%
Beginning
Balance Contributions Withdrawals
Income
Earned
Income
Earned
YTD
Average Daily
Balance
Month End
Balance
California CLASS 983,510.71 0.00 0.00 2,990.27 339,170.28 983,610.39 986,500.98 Transaction Activity
Transaction Date Transaction Description Contributions Withdrawals Balance Transaction Number 06/01/2026 Beginning Balance 983,510.71
06/30/2026 Income Dividend Reinvestment 2,990.27
06/30/2026 Ending Balance 986,500.98
13 Tel: (877) 930-5213 www.californiaclass.com
Performance results are shown net of all fees and expenses and reflect the reinvestment of dividends and other earnings. Many factors affect performance including changes in market conditions and interest rates and in response to other economic, political, or financial developments. Investment involves risk including the possible loss of principal. No assurance can be given that the performance objectives of a given strategy will be achieved. Past performance is no guarantee of future results. Any financial and/or investment decision may incur losses.

Daily Rates
June 30, 2026

Page 3 of 3 ends

California CLASS
California CLASS
Date Dividend Rate Daily Yield
06/01/2026 0.000100956 3.6991%
06/02/2026 0.000100959 3.6850%
06/03/2026 0.000100723 3.6764%
06/04/2026 0.000100593 3.6716%
06/05/2026 0.000302484 3.6802%
06/06/2026 0.000000000 3.6802%
06/07/2026 0.000000000 3.6802%
06/08/2026 0.000101094 3.6899%
06/09/2026 0.000101071 3.6891%
06/10/2026 0.000100731 3.6767%
06/11/2026 0.000100840 3.6807%
06/12/2026 0.000303573 3.6935%
06/13/2026 0.000000000 3.6935%
06/14/2026 0.000000000 3.6935%
06/15/2026 0.000101914 3.7199%
06/16/2026 0.000102136 3.7280%
06/17/2026 0.000101698 3.7120%
06/18/2026 0.000406852 3.7125%
06/19/2026 0.000000000 3.7125%
06/20/2026 0.000000000 3.7125%
06/21/2026 0.000000000 3.7125%
06/22/2026 0.000101535 3.7060%
06/23/2026 0.000101421 3.7019%
06/24/2026 0.000101545 3.7064%
06/25/2026 0.000101700 3.7120%
06/26/2026 0.000305175 3.7130%
06/27/2026 0.000000000 3.7130%
06/28/2026 0.000000000 3.7130%
06/29/2026 0.000101595 3.7082%
06/30/2026 0.000101806 3.7159%
14 For questions about your accounts:

Local: 281 582 6500

STATEMENT FOR THE PERIOD JUNE 1, 2026 TO JUNE 30, 2026
CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537
ENV# CEBTJQKTBBBJFVC_BBBBB

CAMBRIDGE INVESTMENT RESEARCH
1776 PLEASANT PLAIN RD
FAIRFIELD, IA 52556-8757
888-245-0452

CITY OF SOLVANG
1644 OAK ST
SOLVANG CA 93463

YOUR FINANCIAL PROFESSIONAL
Mark Edelman
RR#: S6Q
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 S
Account carried with National Financial Services LLC, Member

NYSE, SIPC

Page 1 of 20 ends

BEGINNING VALUE OF YOUR PORTFOLIO $7,133,728.00
TOTAL VALUE OF YOUR PORTFOLIO $7,129,456.77

CHANGE IN VALUE OF YOUR PORTFOLIO
$ millions

FOR YOUR INFORMATION
IBDP program banks may have changed. Please visit https://www.join cambridge.com/information-for-investors/investor-resources/cambridge-disclosures/ for the most current list of program banks.

Due to industry and regulatory changes, positions not within Cambridge interval fund or mutual fund share class of choice may be converted into our share class of choice on an ongoing basis. Please contact your financial professional with questions. 09/24 12/24 03/25 06/25 09/25 12/25 03/26 06/26

1.263

2.730

4.196

5.663

7.129
Change In Value Of Your Portfolio information can be found in Miscellaneous Footnotes at the end of this statement.
15 Statement for the Period June 1, 2026 to June 30, 2026 CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537

Page 2 of 20 ends

Account Overview
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 S
Account carried with National Financial Services LLC, Member

NYSE, SIPC

Page 2 of 20 ends

ACCOUNT ALLOCATION
CDs and CUSCs 78.5%
U.S. Treasury / Agency Sec. 20.8%
Bank Deposits 0.7%
Percent Prior Period Current Period
Money Markets 0.0 % $189.76 $190.27
Bank Deposits 0.7 $30,712.99 $48,513.90
CDs and CUSCs 78.5 $5,617,145.45 $5,598,431.35
U.S. Treasury / Agency Sec. 20.8 $1,485,679.80 $1,482,321.25 TOTAL 100.0 % $7,133,728.00 $7,129,456.77
Account Allocation shows the percentage that each asset class represents of your total account value. Account Allocation for equities, fixed income, and other categories may include mutual funds and may be net of short positions. NFS has made assumptions concerning how certain mutual funds are allocated. Closed-end mutual funds and Exchange Traded Products (ETPs) listed on an exchange may be included in the equity allocation. The chart may not reflect your actual portfolio allocation. Consult your broker/dealer prior to making investment decisions.

CHANGE IN ACCOUNT VALUE Current Period Year-to-Date
BEGINNING VALUE $7,133,728.00 $2,959,557.97
Additions and Withdrawals $0.00 $4,194,000.00
Misc. & Corporate Actions $0.00 $0.00
Income $17,801.42 $70,759.01
Taxes, Fees and Expenses $0.00 ($10.00)
Change in Value ($22,072.65) ($94,850.21)
ENDING VALUE (AS OF 06/30/26) $7,129,456.77 $7,129,456.77 Total Accrued Interest $59,190.79
Ending Value with Accrued Interest $7,188,647.56
Refer to Miscellaneous Footnotes for more information on Change in Value.

INCOME
TAXABLE Current Period Year-to-Date
Taxable Dividends $0.51 $5.77
Taxable Interest $17,800.91 $70,753.24
TOTAL TAXABLE $17,801.42 $70,759.01
TOTAL INCOME $17,801.42 $70,759.01
Taxable income is determined based on information available to NFS at the time the statement was prepared, and is subject to change. Final information on taxation of interest and dividends is available on Form 1099-Div, which is mailed in February of the subsequent year.

TAXES, FEES AND EXPENSES Current Period Year-to-Date
Account Fees $0.00 ($10.00)
TOTAL TAXES, FEES AND EXPENSES $0.00 ($10.00)
16 Statement for the Period June 1, 2026 to June 30, 2026 CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537

Page 3 of 20 ends

Account Overview continued
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 S
Account carried with National Financial Services LLC, Member

NYSE, SIPC

Page 3 of 20 ends

REALIZED GAIN (LOSS) Current Period Year-to-Date
Short Term Gain $0.00 $0.00
Short Term Loss $0.00 $0.00
Disallowed Short Term Loss $0.00 $0.00
TOTAL SHORT TERM GAIN (LOSS) $0.00 $0.00
Long Term Gain $0.00 $0.00
Long Term Loss $0.00 $2.38
Disallowed Long Term Loss $0.00 $0.00
TOTAL LONG TERM GAIN (LOSS) $0.00 ($2.38)
NFS-provided cost basis, realized gain (loss) and holding period information may not reflect all adjustments necessary for your tax reporting purposes. Please refer to Footnotes and Cost Basis Information at the end of this statement for more information.

MESSAGES AND ALERTS
National Financial Services has been advised by Cambridge Investment Research, Inc. that Cambridge may receive payment for directing order flow. Upon written request to Cambridge, you may obtain the identity of the venue to which your orders were routed for the six months prior to your request and the time of the transactions that may have resulted from such orders.

Please contact your financial professional with any questions. 17 Statement for the Period June 1, 2026 to June 30, 2026 CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 Page 4 of 20 S
Account carried with National Financial Services LLC, Member

NYSE, SIPC
Holdings
NFS-provided cost basis, realized gain (loss) and holding period information may not reflect all adjustments necessary for tax purposes. Please refer to Footnotes and Cost Basis Information at the end of this statement for more information.

AI (Accrued Interest) - Represents interest accumulated since the last coupon date, but not yet paid by the issuer or received by NFS. There is no guarantee that AI will be paid by the issuer.

For additional information regarding your holdings, please refer to the footnotes at the end of the statement.

CASH AND CASH EQUIVALENTS - 0.68% of Total Account Value Description
Symbol/Cusip
Account Type Quantity
Price on
06/30/26
Current
Market Value
Estimated
Annual Income
Money Markets

FIDELITY TREASURY MONEY MARKET FUND FZFXX
7 DAY YIELD 3.31% CASH
Dividend Option Reinvest
Capital Gain Option Reinvest
190.27 $1.00 $190.27
Bank Deposits
Bank deposits are not securities and are not covered by the Securities Investor Protection Corporation (SIPC). Funds used to purchase or sweep to a bank deposit are SIPC protected until deposited to a Program Bank at which time funds may be eligible for FDIC insurance. Customers are responsible for monitoring their total deposits at each Program Bank to determine the extent of available FDIC insurance. Refer to the Bank Deposit Detail section which appears later in this statement for information on the banks holding your deposits. If your account was established on the last business day of this month, your statement will not include a Bank Deposit Detail section. The Interest Rate below is the interest rate effective for Cash Balances in your FDIC-Insured Bank Deposit Sweep on the last day of the statement period.

INSURED BANK DEPOSIT PROGRAM QIDPQ
Interest Rate 0.03% CASH
48,513.9 $1.00 $48,513.90
Total Cash and Cash Equivalents $48,704.17
18 Statement for the Period June 1, 2026 to June 30, 2026 CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 Page 5 of 20 S
Account carried with National Financial Services LLC, Member

NYSE, SIPC
HOLDINGS > FIXED INCOME - 99.32% of Total Account Value ALERT: You have a fixed income position due to mature within the next 90 days.

For an explanation of fixed income pricing, please see the last page. Redemption schedule(s), bond rating(s), and other information are provided where available. If information does not appear regarding a particular investment, it is not available.

Copyright 2022, S&P Global Market Intelligence. Reproduction of any information, data or material, including ratings ("Content") in any form is prohibited except with the prior written permission of the relevant party. Such party, its affiliates and suppliers ("Content Providers") do not guarantee the accuracy, adequacy, completeness, timeliness or availability of any Content and are not responsible for any errors or omissions (negligent or otherwise), regardless of the cause, or for the results obtained from the use of such Content. In no event shall Content Providers be liable for any damages, costs, expenses, legal fees, or losses (including lost income or lost profit and opportunity costs) in connection with any use of the Content. A reference to a particular investment or security, a rating or any observation concerning an investment that is part of the Content is not a recommendation to buy, sell or hold such investment or security, does not address the suitability of an investment or security and should not be relied on as investment advice. Credit ratings are statements of opinions and are not statements of fact.

Moody's© Copyright 2022, Moody's Investors Service, Inc. ("Moody's"). Moody's ratings ("Ratings") are proprietary to Moody's or its affiliates and are protected by copyright and other intellectual property laws.

Ratings are licensed to Licensee by Moody's. RATINGS MAY NOT BE COPIED OR OTHERWISE REPRODUCED, REPACKAGED, FURTHER TRANSMITTED, TRANSFERRED, DISSEMINATED, REDISTRIBUTED

OR RESOLD, OR STORED FOR SUBSEQUENT USE FOR ANY SUCH PURPOSE, IN WHOLE OR IN PART, IN ANY FORM OR MANNER OR BY ANY MEANS WHATSOEVER, BY ANY PERSON WITHOUT MOODY'S PRIOR WRITTEN CONSENT. Moody's® is a registered trademark.

Description
Symbol/Cusip
Account Type Quantity
Estimated
Price on
06/30/26
Estimated
Current
Market Value
Estimated
Annual Income
Original/Adjusted
Cost Basis
Unrealized
Gain (Loss)
CDs and CUSCs
Certificates of deposit (CDs) (including market indexed CDs and market linked CDs), credit union share certificates (CUSCs), and other similar products (including brokered CD products) are generally shown at estimated market prices based upon a matrix or model pricing method that may not represent the actual price if sold prior to maturity. However, CDs and CUSCs may be shown at face value for up to seven calendar days from date of issue if estimated market prices have not been received from a third party pricing vendor. The actual value of CDs and CUSCs may be different from their purchase price. CDs and CUSCs are subject to interest rate risk. Any estimated market price displayed may not be based on the actual closing value of applicable linked market indices on the final maturity date, and the market value may not correspond directly to increases or decreases in underlying linked market indices. You may sell CDs or CUSCs in the secondary market subject to market conditions. The secondary market for CDs and CUSCs is generally illiquid. If sold prior to maturity, the value of such investments may be less than the purchase amount or face value. The sale or redemption of any fixed income security prior to maturity may result in a substantial gain or loss, and an early withdrawal penalty may apply. Certain investments may only be redeemed on pre-specified liquidation dates and may have call features that allow the issuer to call the investment prior to maturity.

Certain investments are also subject to reinvestment risk if call provisions are exercised by the issuer and if a comparable product with a comparable rate is not available.

See sales materials or contact your broker/dealer for additional information.

VALLEY NATL BK PASSAIC N J CD 4.40000% 919853NH0
08/06/2026 FDIC INSURED CASH

CPN PMT SEMI-ANNUAL
ON FEB 06, AUG 06
Next Interest Payable: 08/06/26
Estimated Yield 4.39%
Accrued Interest $4264.99
Average Unit Cost $1.00
244,000 $1.00025 $244,061.00 $10,736.00 $244,003.50
Adjusted Cost Basis $244,000.18 D $60.82
YTD Amortized Premium $0.89 E
19 Statement for the Period June 1, 2026 to June 30, 2026 CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 Page 6 of 20 S
Account carried with National Financial Services LLC, Member

NYSE, SIPC
HOLDINGS > FIXED INCOME continued
Description
Symbol/Cusip
Account Type Quantity
Estimated
Price on
06/30/26
Estimated
Current
Market Value
Estimated
Annual Income
Original/Adjusted
Cost Basis
Unrealized
Gain (Loss)
FIRSTBANK NASHVILLE TENN CD 4.00000% 33766NAZ7
11/16/2026 FDIC INSURED CASH

CPN PMT SEMI-ANNUAL
ON NOV 14, MAY 14
Next Interest Payable: 11/14/26
Estimated Yield 4.00%
Accrued Interest $1288.77
Average Unit Cost $1.00
245,000 $0.99996 $244,990.20 $9,800.00 $245,003.50
Adjusted Cost Basis $245,000.89 D ($10.69)
YTD Amortized Premium $1.16 E
FIRST FED SVGS BK HUNTINGTON CD 4.25000% 32021YFJ7
05/06/2027 FDIC INSURED CASH

CPN PMT MONTHLY
Next Interest Payable: 07/06/26
Estimated Yield 4.24%
Accrued Interest $724.83
Average Unit Cost $1.00
249,000 $1.00148 $249,368.52 $10,582.50 $249,003.50
Adjusted Cost Basis $249,001.12 D $367.40
YTD Amortized Premium $0.64 E
UBS BK USA NATL ASSN CD 4.00000% 90355GVZ6
05/14/2027 FDIC INSURED CASH

CPN PMT MONTHLY
Next Interest Payable: 07/14/26
Estimated Yield 4.00%
Accrued Interest $463.89
Average Unit Cost $1.00
249,000 $0.99931 $248,828.19 $9,960.00 $249,003.50
Adjusted Cost Basis $249,001.55 D ($173.36)
YTD Amortized Premium $0.87 E
WELLS FARGO BANK NATL ASSN CD 3.70000% 949764UB8
08/23/2027 FDIC INSURED CASH

CPN PMT MONTHLY
Next Interest Payable: 07/23/26
Estimated Yield 3.71%
Accrued Interest $201.93
Average Unit Cost $1.00
249,000 $0.99502 $247,759.98 $9,213.00 $249,003.50
Adjusted Cost Basis $249,002.69 D ($1,242.71)
YTD Amortized Premium $0.76 E 20
Statement for the Period June 1, 2026 to June 30, 2026
CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 Page 7 of 20 S
Account carried with National Financial Services LLC, Member

3.70000% 01/21/2028 FDIC INSURED CASH

CPN PMT SEMI-ANNUAL
ON JUL 21, JAN 21
1ST CPN DTE 07/21/2026
Next Interest Payable: 07/21/26
Estimated Yield 3.72%
Accrued Interest $3998.53
Average Unit Cost $1.00
245,000 $0.99262 $243,191.90 $9,065.00 $245,003.50
Adjusted Cost Basis $245,002.74 D ($1,810.84)
ALLY BK SANDY UTAH CD 3.95000% 02007QBJ9
04/03/2028 FDIC INSURED CASH

CPN PMT SEMI-ANNUAL
ON OCT 02, APR 02
1ST CPN DTE 10/02/2026
Next Interest Payable: 10/02/26
CALLABLE ON 10/02/2026 @ 100.0000
Estimated Yield 3.97%
Accrued Interest $2386.23
Average Unit Cost $1.00
245,000 $0.99363 $243,439.35 $9,677.50 $245,003.50
Adjusted Cost Basis $245,003.08 D ($1,563.73)
TOYOTA FINL SVGS BK HEND NV CD 4.05000% 89235MSD4
05/15/2028 FDIC INSURED CASH

CPN PMT SEMI-ANNUAL
ON NOV 15, MAY 15
Next Interest Payable: 11/15/26
Estimated Yield 4.06%
Accrued Interest $1277.69
Average Unit Cost $1.00
245,000 $0.99651 $244,144.95 $9,922.50 $245,003.50
Adjusted Cost Basis $245,002.23 D ($857.28)
YTD Amortized Premium $0.57 E
21 Statement for the Period June 1, 2026 to June 30, 2026 CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 Page 8 of 20 S
Account carried with National Financial Services LLC, Member

4.00000% 05/16/2028 FDIC INSURED CASH

CPN PMT SEMI-ANNUAL
ON NOV 16, MAY 16
Next Interest Payable: 11/16/26
Estimated Yield 4.01%
Accrued Interest $1235.07
Average Unit Cost $1.00
245,000 $0.99561 $243,924.45 $9,800.00 $245,003.50
Adjusted Cost Basis $245,002.23 D ($1,077.78)
YTD Amortized Premium $0.57 E
OAK VIEW BANKSHARES INC CD 4.15000% 67134XAZ8
08/25/2028 FDIC INSURED CASH

CPN PMT MONTHLY
Next Interest Payable: 07/25/26
CALLABLE ON 07/25/2026 @ 100.0000
Estimated Yield 4.17%
Accrued Interest $169.87
Average Unit Cost $1.00
249,000 $0.99517 $247,797.33 $10,333.50 $249,003.50
Adjusted Cost Basis $249,002.56 D ($1,205.23)
YTD Amortized Premium $0.56 E
SALLIE MAE BK MURRAY UTAH CD 3.70000% 795451EM1
01/22/2029 FDIC INSURED CASH

CPN PMT SEMI-ANNUAL
ON JUL 22, JAN 22
1ST CPN DTE 07/22/2026
Next Interest Payable: 07/22/26
Estimated Yield 3.75%
Accrued Interest $3973.70
Average Unit Cost $1.00
245,000 $0.98646 $241,682.70 $9,065.00 $245,003.50
Adjusted Cost Basis $245,003.00 D ($3,320.30)
22 Statement for the Period June 1, 2026 to June 30, 2026 CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 Page 9 of 20 S
Account carried with National Financial Services LLC, Member

NYSE, SIPC
HOLDINGS > FIXED INCOME continued
Description
Symbol/Cusip
Account Type Quantity
Estimated
Price on
06/30/26
Estimated
Current
Market Value
Estimated
Annual Income
Original/Adjusted
Cost Basis
Unrealized
Gain (Loss)
TEXAS HERITAGE NATL BK DA CD 3.90000% 882487AY7
03/06/2029 FDIC INSURED CASH

CPN PMT MONTHLY
Next Interest Payable: 07/06/26
CALLABLE ON 09/06/2026 @ 100.0000
Estimated Yield 3.95%
Accrued Interest $665.14
Average Unit Cost $1.00
249,000 $0.9864 $245,613.60 $9,711.00 $249,003.50
Adjusted Cost Basis $249,003.15 D ($3,389.55)
YTD Amortized Premium $0.28 E
CITIBANK N A CD 3.80000% 03/19/2029 FDIC 17290GE94

INSURED CASH

CPN PMT MONTHLY
Next Interest Payable: 07/19/26
CALLABLE ON 09/19/2026 @ 100.0000
Estimated Yield 3.86%
Accrued Interest $311.08
Average Unit Cost $1.00
249,000 $0.98358 $244,911.42 $9,462.00 $249,003.50
Adjusted Cost Basis $249,003.19 D ($4,091.77)
YTD Amortized Premium $0.28 E
GOLDMAN SACHS BK USA CD 3.85000% 38151PEY3
12/31/2029 FDIC INSURED CASH

CPN PMT SEMI-ANNUAL
ON JUN 30, DEC 30
Next Interest Payable: 12/30/26
Estimated Yield 3.90%
Accrued Interest $25.84
Average Unit Cost $1.00
245,000 $0.98529 $241,396.05 $9,432.50 $245,003.50
Adjusted Cost Basis $245,003.08 D ($3,607.03)
YTD Amortized Premium $0.41 E
23 Statement for the Period June 1, 2026 to June 30, 2026 CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 Page 10 of 20 S
Account carried with National Financial Services LLC, Member

NYSE, SIPC
HOLDINGS > FIXED INCOME continued
Description
Symbol/Cusip
Account Type Quantity
Estimated
Price on
06/30/26
Estimated
Current
Market Value
Estimated
Annual Income
Original/Adjusted
Cost Basis
Unrealized
Gain (Loss)
FARMERS &MERCHANTS BK BERLIN CD 3.85000% 307811NC9
03/04/2030 FDIC INSURED CASH

CPN PMT MONTHLY
Next Interest Payable: 07/04/26
CALLABLE ON 03/04/2027 @ 100.0000
Estimated Yield 3.93%
Accrued Interest $709.14
Average Unit Cost $1.00
249,000 $0.97833 $243,604.17 $9,586.50 $249,003.50
Adjusted Cost Basis $249,003.24 D ($5,399.07)
YTD Amortized Premium $0.20 E
MORGAN STANLEY BK N A CD 3.95000% 61778EQG9
03/04/2030 FDIC INSURED CASH

CPN PMT SEMI-ANNUAL
ON SEP 04, MAR 04
1ST CPN DTE 09/04/2026
Next Interest Payable: 09/04/26
Estimated Yield 4.00%
Accrued Interest $3155.13
Average Unit Cost $1.00
245,000 $0.98678 $241,761.10 $9,677.50 $245,003.50
Adjusted Cost Basis $245,003.23 D ($3,242.13)
TEXAS EXCHANGE BK CROWLEY CD 4.00000% 88241TXN5
04/02/2030 FDIC INSURED CASH

CPN PMT MONTHLY
Next Interest Payable: 07/02/26
Estimated Yield 4.04%
Accrued Interest $791.34
Average Unit Cost $1.00
249,000 $0.98847 $246,129.03 $9,960.00 $249,003.50
Adjusted Cost Basis $249,003.30 D ($2,874.27)
YTD Amortized Premium $0.13 E
24 Statement for the Period June 1, 2026 to June 30, 2026 CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 Page 11 of 20 S
Account carried with National Financial Services LLC, Member

NYSE, SIPC
HOLDINGS > FIXED INCOME continued
Description
Symbol/Cusip
Account Type Quantity
Estimated
Price on
06/30/26
Estimated
Current
Market Value
Estimated
Annual Income
Original/Adjusted
Cost Basis
Unrealized
Gain (Loss)
JPMORGAN CHASE BK N A CD 4.00000% 46659CGJ3
10/16/2030 FDIC INSURED CASH

CPN PMT ANNUAL
1ST CPN DTE 10/16/2026
Next Interest Payable: 10/16/26
CALLABLE ON 10/16/2027 @ 100.0000
Estimated Yield 4.08%
Accrued Interest $6785.75
Average Unit Cost $1.00
240,000 $0.97976 $235,142.40 $9,600.00 $240,003.50
Adjusted Cost Basis $240,003.04 D ($4,860.64)
STATE BK INDIA CHICAGO ILL CD 3.90000% 85628ABM1
12/26/2030 FDIC INSURED CASH

CPN PMT SEMI-ANNUAL
ON JUN 26, DEC 26
Next Interest Payable: 12/26/26
Estimated Yield 3.97%
Accrued Interest $130.89
Average Unit Cost $1.00
245,000 $0.98147 $240,460.15 $9,555.00 $245,003.50
Adjusted Cost Basis $245,003.17 D ($4,543.02)
YTD Amortized Premium $0.32 E
CUSTOMERS BK PHOENIXVILLE PA CD 3.80000% 23204HRQ3
02/26/2031 FDIC INSURED CASH

CPN PMT SEMI-ANNUAL
ON AUG 26, FEB 26
1ST CPN DTE 08/26/2026
Next Interest Payable: 08/26/26
Estimated Yield 3.89%
Accrued Interest $3188.36
Average Unit Cost $1.00
245,000 $0.97688 $239,335.60 $9,310.00 $245,003.50
Adjusted Cost Basis $245,003.28 D ($5,667.68)
25 Statement for the Period June 1, 2026 to June 30, 2026 CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 Page 12 of 20 S
Account carried with National Financial Services LLC, Member

NYSE, SIPC
HOLDINGS > FIXED INCOME continued
Description
Symbol/Cusip
Account Type Quantity
Estimated
Price on
06/30/26
Estimated
Current
Market Value
Estimated
Annual Income
Original/Adjusted
Cost Basis
Unrealized
Gain (Loss)
BIPPUS ST BK HUNTINGTON IN CD 4.00000% 09070LBD0
02/27/2031 FDIC INSURED CASH

CPN PMT MONTHLY
Next Interest Payable: 07/27/26
CALLABLE ON 08/27/2026 @ 100.0000
Estimated Yield 4.08%
Accrued Interest $109.15
Average Unit Cost $1.00
249,000 $0.9782 $243,571.80 $9,960.00 $249,003.50
Adjusted Cost Basis $249,003.28 D ($5,431.48)
YTD Amortized Premium $0.21 E
CELTIC BK SALT LAKE CITY UTAH CD 15118R4D6

3.75000% 02/27/2031 FDIC INSURED CASH

CPN PMT MONTHLY
Next Interest Payable: 07/27/26
Estimated Yield 3.84%
Accrued Interest $102.33
Average Unit Cost $1.00
249,000 $0.97474 $242,710.26 $9,337.50 $249,003.50
Adjusted Cost Basis $249,003.28 D ($6,293.02)
YTD Amortized Premium $0.21 E
TRUIST BK CD 4.00000% 03/17/2031 FDIC 897926DC2

INSURED CASH

CPN PMT ANNUAL
1ST CPN DTE 03/17/2027
Next Interest Payable: 03/17/27
CALLABLE ON 03/17/2027 @ 100.0000
Estimated Yield 4.09%
Accrued Interest $2787.95
Average Unit Cost $1.00
240,000 $0.97753 $234,607.20 $9,600.00 $240,003.50
Adjusted Cost Basis $240,003.32 D ($5,396.12)
Total CDs and CUSCs 5,664,000 $5,598,431.35 $223,347.00 $5,664,060.83 ($65,629.48) 26 Statement for the Period June 1, 2026 to June 30, 2026 CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 Page 13 of 20 S
Account carried with National Financial Services LLC, Member

NYSE, SIPC
HOLDINGS > FIXED INCOME continued
Description
Symbol/Cusip
Account Type Quantity
Estimated
Price on
06/30/26
Estimated
Current
Market Value
Estimated
Annual Income
Original/Adjusted
Cost Basis
Unrealized
Gain (Loss)
U.S. Treasury / Agency Securities
FEDERAL HOME LOAN BA SER W4-2029 3130B2ZM0

4.05000% 10/02/2029 CASH
MOODY'S Aa1 /S&P AA+

CPN PMT SEMI-ANNUAL
ON APR 02, OCT 02
Next Interest Payable: 10/02/26
CALLABLE ON 07/02/2026 @ 100.0000
Accrued Interest $5006.25
Average Unit Cost $100.00
500,000 $99.108 $495,540.00 $20,250.00 $500,003.50
Adjusted Cost Basis $500,003.30 D ($4,463.30)
FEDERAL FARM CR BKS BOND 4.18000% 3133ETR90
02/12/2030 CASH
MOODY'S Aa1 /S&P AA+

CPN PMT SEMI-ANNUAL
ON FEB 12, AUG 12
Next Interest Payable: 08/12/26
CONTINUOUSLY CALLABLE FROM 02/12/2026
CALLABLE ON 07/06/2026 @ 100.0000
Accrued Interest $7989.02
Average Unit Cost $100.00
495,000 $99.675 $493,391.25 $20,691.00 $495,003.50
Adjusted Cost Basis $495,003.32 D ($1,612.07)
FEDERAL HOME LN MTG CORP MTN 4.12500% 3134HCVL0
02/20/2031 CASH
MOODY'S Aa1 /S&P AA+

CPN PMT SEMI-ANNUAL
ON AUG 20, FEB 20
1ST CPN DTE 08/20/2026
Next Interest Payable: 08/20/26
CALLABLE ON 08/20/2026 @ 100.0000
Accrued Interest $7447.92
Average Unit Cost $100.00
500,000 $98.678 $493,390.00 $20,625.00 $500,003.50
Adjusted Cost Basis $500,003.36 D ($6,613.36)
Total U.S. Treasury / Agency Securities 1,495,000 $1,482,321.25 $61,566.00 $1,495,009.98 ($12,688.73) Total Fixed Income 7,159,000 $7,080,752.60 $284,913.00 $7,159,070.81 ($78,318.21) 27 Statement for the Period June 1, 2026 to June 30, 2026 CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 Page 14 of 20 S
Account carried with National Financial Services LLC, Member

NYSE, SIPC
HOLDINGS > continued
Total Securities $7,080,752.60 $284,913.00 $7,159,070.81 ($78,318.21) TOTAL PORTFOLIO VALUE $7,129,456.77 $284,913.00 $7,159,070.81 ($78,318.21) Activity
NFS-provided cost basis, realized gain (loss) and holding period information may not reflect all adjustments necessary for tax purposes. Please refer to Footnotes and Cost Basis Information at the end of this statement for more information.

PURCHASES, SALES, AND REDEMPTIONS
Settlement
Date
Account
Type Transaction Description Quantity Amount
Securities Purchased
06/30/26 CASH REINVESTMENT FIDELITY TREASURY MONEY MARKET FUND REINVEST @ $1.000

0.51 ($0.51)
Total Securities Purchased ($0.51)
ACTIVITY >CORE FUND ACTIVITY
For more information about the operation of your core account, please refer to your Customer Agreement.

Settlement
Date
Account
Type Transaction Description Quantity Amount
06/02/26 CASH YOU BOUGHT INSURED BANK DEPOSIT PROGRAM
MORNING TRADE @ 1
845.92 ($845.92)
06/04/26 CASH YOU BOUGHT INSURED BANK DEPOSIT PROGRAM
MORNING TRADE @ 1
814.2 ($814.20)
06/08/26 CASH YOU BOUGHT INSURED BANK DEPOSIT PROGRAM
MORNING TRADE @ 1
1,723.56 ($1,723.56)
06/15/26 CASH YOU BOUGHT INSURED BANK DEPOSIT PROGRAM
MORNING TRADE @ 1
845.92 ($845.92)
28 Statement for the Period June 1, 2026 to June 30, 2026 CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 Page 15 of 20 S
Account carried with National Financial Services LLC, Member

NYSE, SIPC
ACTIVITY > CORE FUND ACTIVITY continued
Settlement
Date
Account
Type Transaction Description Quantity Amount
06/22/26 CASH YOU BOUGHT INSURED BANK DEPOSIT PROGRAM @ 1 803.62 ($803.62) 06/23/26 CASH YOU BOUGHT INSURED BANK DEPOSIT PROGRAM
MORNING TRADE @ 1
782.47 ($782.47)
06/25/26 CASH YOU BOUGHT INSURED BANK DEPOSIT PROGRAM
MORNING TRADE @ 1
877.64 ($877.64)
06/26/26 CASH YOU BOUGHT INSURED BANK DEPOSIT PROGRAM @ 1 4,764.41 ($4,764.41) 06/29/26 CASH YOU BOUGHT INSURED BANK DEPOSIT PROGRAM
MORNING TRADE @ 1
1,638.97 ($1,638.97)
06/30/26 CASH YOU BOUGHT INSURED BANK DEPOSIT PROGRAM
MORNING TRADE @ 1
4,703.33 ($4,703.33)
06/30/26 CASH REINVESTMENT INSURED BANK DEPOSIT PROGRAM NET

INT REINVEST

0.87 ($0.87)
TOTAL CORE FUND ACTIVITY ($17,800.91)
ACTIVITY >INCOME > TAXABLE INCOME
Settlement
Date
Account
Type Transaction Description Quantity Amount
Taxable Dividends
06/30/26 CASH DIVIDEND RECEIVED FIDELITY TREASURY MONEY MARKET

FUND DIVIDEND RECEIVED
$0.51
Total Taxable Dividends $0.51
Taxable Interest
06/02/26 CASH INTEREST TEXAS EXCHANGE BK CROWLEY CD

4.00000% 04/02/2030
$845.92
29 Statement for the Period June 1, 2026 to June 30, 2026 CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 Page 16 of 20 S
Account carried with National Financial Services LLC, Member

NYSE, SIPC
ACTIVITY > INCOME > TAXABLE INCOME continued
Settlement
Date
Account
Type Transaction Description Quantity Amount
06/04/26 CASH INTEREST FARMERS &MERCHANTS BK BERLIN CD

3.85000% 03/04/2030
$814.20
06/06/26 CASH INTEREST FIRST FED SVGS BK HUNTINGTON CD

4.25000% 05/06/2027
$898.79
06/06/26 CASH INTEREST TEXAS HERITAGE NATL BK DA CD

3.90000% 03/06/2029
$824.77
06/14/26 CASH INTEREST UBS BK USA NATL ASSN CD 4.00000% 05/14/2027
$845.92
06/22/26 CASH INTEREST CITIBANK N A CD 3.80000%
03/19/2029
$803.62
06/23/26 CASH INTEREST WELLS FARGO BANK NATL ASSN CD

3.70000% 08/23/2027
$782.47
06/25/26 CASH INTEREST OAK VIEW BANKSHARES INC CD

4.15000% 08/25/2028
$877.64
06/26/26 CASH INTEREST STATE BK INDIA CHICAGO ILL CD

3.90000% 12/26/2030
$4,764.41
06/27/26 CASH INTEREST BIPPUS ST BK HUNTINGTON IN CD

4.00000% 02/27/2031
$845.92
06/27/26 CASH INTEREST CELTIC BK SALT LAKE CITY UTAH CD

3.75000% 02/27/2031
$793.05
06/30/26 CASH INSURED BANK DEPOSIT PROGRAM

INTEREST RECEIVED
$0.87
06/30/26 CASH INTEREST GOLDMAN SACHS BK USA CD 3.85000% 12/31/2029
$4,703.33
Total Taxable Interest $17,800.91
Total Taxable Income $17,801.42
TOTAL INCOME $17,801.42
30 Statement for the Period June 1, 2026 to June 30, 2026 CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 Page 17 of 20 S
Account carried with National Financial Services LLC, Member

NYSE, SIPC
ACTIVITY > BANK DEPOSIT DETAIL
Bank Deposits are not securities and are not covered by the Securities Investor Protection Corporation (SIPC). Funds are not FDIC insured until swept to a Program Bank. Customers are responsible for monitoring their total deposits at each Program Bank to determine the extent of available FDIC insurance. Your ending balance at each Program Bank as of the end of this statement period is shown below. If you participate in the Bank Deposit Sweep Program, the Bank Deposit Detail section lists banks and ending balances. Funds pending settlement reflect deposits to (credit) or withdrawals from (debit) to a Program Bank. Please refer to the Program Disclosure document for additional details that may impact the program.

Bank
Beginning
Balance
Ending
Balance
State Street Bank and Trust Co $30,712.99 $48,513.90
Total Bank Deposits $30,712.99 $48,513.90
Footnotes and Cost Basis Information
Amortization, accretion and similar adjustments to cost basis have been provided for many fixed income securities (and some bond-like equities), however, they are not provided for certain types, such as short-term instruments, Unit Investment Trusts, foreign fixed income securities, or those that are subject to early prepayment of principal (pay downs). Where current year premium or acquisition premium amortization is provided, the prior years' cumulative amortization is reflected in the adjusted cost basis, but we cannot provide a breakdown or the total of such prior amortization amounts.

NFS is required to report certain cost basis and related information to the IRS on the Form 1099-B. Your official 1099-B forms for certain transactions will reflect which lots have been sold for tax purposes.

To apply a specific identification cost basis method to 1099-B reporting, appropriate instructions must be on file with NFS or be received by NFS before the trade has settled. Absent such instructions, NFS determines cost basis at the time of sale based on its default methods of average cost for open-end mutual funds and first-in, first-out (FIFO) for all other (including ETFs) unless your broker dealer has elected to use another default method. NFS applies FIFO (or other disposal method, if applicable) based on its records, which may be different from yours. For transactions that are not subject to 1099-B cost basis reporting, you should refer to your trade confirmations and other applicable records to determine which lots were considered sold for tax purposes.

While NFS must meet IRS requirements with respect to certain information required to be reported to the IRS, NFS-provided cost basis, realized gain and loss, and holding period information may not reflect all adjustments necessary for your tax reporting purposes. NFS makes no warranties with respect to and specifically disclaims any liability arising out of a customer's use of, or any tax position taken in reliance upon, such information.

For investments in partnerships, NFS does not make any adjustments to cost basis information as the calculation of basis in such investments requires supplemental information from the partnership on its income and distributions during the period you held your investment. Partnerships usually provide this additional information on a Form K-1 issued by April 15th of the following year.

Consult your tax advisor for further information.

D - Adjusted cost basis reflects any cumulative original issue discount, premium, or acquisition premium, and it assumes such amounts were amortized by the taxpayer over the life of the security from acquisition date through disposition date. For securities still held, maturity date was used instead of disposition date. Premium amortization was calculated using the yield-to-maturity method.

Acquisition premium was calculated using the ratable accrual method. If applicable, adjusted cost basis reflects market discount accretion which was calculated using the straight-line method and was recognized at disposition date. Gain/loss displayed for this transaction was based on cost basis as adjusted for premium and discount as stated above and does not reflect any losses disallowed because of wash sales (if applicable). The adjusted cost basis may not reflect all adjustments necessary for tax reporting purposes and may also not apply if you are using an alternative amortization calculation method. Refer to IRS Publication 550, Investment Income and Expenses, for additional information. E - YTD amortized premium was calculated on the yield-to-maturity amortization method. Cumulative premium amortization from acquisition date through disposition date is reflected in the adjusted cost basis. For securities still held, maturity date was used instead of disposition date. For tax-exempt securities, amortization of premium is required and is not deductible from taxable income. For taxable bonds, a tax election may be required to amortize premium, and the current year's amortized premium may be deductible from taxable income. Our adjusted cost basis calculation may not reflect all adjustments necessary for tax reporting purposes. It may not be 31 Statement for the Period June 1, 2026 to June 30, 2026
CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 Page 18 of 20 S
Account carried with National Financial Services LLC, Member

NYSE, SIPC
Footnotes and Cost Basis Information continued
applicable if you have not made an appropriate tax election or if you are using an alternative amortization calculation method. Review prior adjustments that you have made, and consult your tax advisor and IRS Publication 550, Investment Income and Expenses, for additional information.

If a sale, redemption or other disposition involved multiple tax lots, the transaction's totals may have been calculated using a combination of adjusted and unadjusted cost basis information. For lots where adjusted cost basis and its associated gain/loss are known, that was used, otherwise "regular" unadjusted cost basis and its associated gain/loss was used.

Miscellaneous Footnotes
CHANGE IN VALUE OF YOUR PORTFOLIO is the change in market value of your portfolio assets over the time period shown. The portfolio assets include the market value of all the securities in the account, plus insurance and annuity assets if applicable. The time frame of the graph is from account opening or September 2010, whichever is later, to the current period. Please note that large increases and/or declines in the change in the value of the portfolio can be due to additions, distribution and/or performance.

CHANGE IN VALUE reflects appreciation or depreciation of your holdings due to price changes plus any activity not reflected within Additions and Withdrawals, Misc. & Corporate Actions, Income, Taxes, Fees and Expenses, and Other Activity sections. Change in Value does not reflect activity related to assets in which NFS is not the custodian (e.g. Insurance and Annuities, Assets Held Away and Other Assets Held Away).

CALLABLE SECURITIES LOTTERY - When street name or bearer securities held for you are subject to a partial call or partial redemption by the issuer, NFS may or may not receive an allocation of called/redeemed securities by the issuer, transfer agent and/or depository. If NFS is allocated a portion of the called/redeemed securities, NFS utilizes an impartial lottery allocation system, in accordance with applicable rules, that randomly selects the securities within customer accounts that will be called/redeemed. NFS' allocations are not made on a pro rata basis and it is possible for you to receive a full or partial allocation, or no allocation. You have the right to withdraw uncalled fully paid securities at any time prior to the cutoff date and time established by the issuer, transfer agent and/or depository with respect to the partial call, and also to withdraw excess margin securities provided your account is not subject to restriction under Regulation T or such withdrawal will not cause an undermargined condition.

PRICING INFORMATION - Prices displayed are obtained from sources that may include pricing vendors, broker/dealers who clear through NFS and/or other sources. Prices may not reflect current fair market value and/or may not be readily marketable or redeemable at the prices shown.

FOREIGN EXCHANGE TRANSACTIONS - Some transaction types necessitate a foreign currency exchange (FX) in order to settle. FX transactions may be effected by Fidelity Forex, LLC. on a principal basis. Fidelity Forex, LLC., an affiliate of NFS, may impose a commission or markup on the prevailing interbank market price, which may result in a higher price to you. Fidelity Forex, LLC. may share a portion of any FX commission or markup with NFS. More favorable rates may be available through third parties not affiliated with NFS. The rate applicable to any transaction involving an FX is available upon request through your broker-dealer.

COST BASIS LEGISLATION - New IRS Rules will require National Financial Services to report cost basis and holding period information for the sale of shares of open end Mutual Fund holdings purchased on or after January 1, 2012 on Form 1099-B. National Financial Services determines the cost basis for all shares of open end mutual funds using a default method of average cost. Alternatively, account owners or their brokers and advisors can instruct National Financial Services to determine the cost basis for shares of open end mutual funds by 1) setting up their non-retirement accounts with one of our eleven tax lot disposal methods available to investors or 2) identifying specific tax lots to sell at the time of a transaction. Contact your broker or advisor to learn more about the cost basis tracking of your holdings.

Interval Fund Owners: Please note an interval fund is structured as an unlisted closed-end mutual fund, and not a traditional open-end mutual fund. Material differences between an interval fund and a traditional open-end mutual fund may exist, including trading/liquidity limitations, and buyback and repurchase features. Please refer to the prospectus for the interval fund you own for specific information and other important considerations or contact your financial professional. 32 Statement for the Period June 1, 2026 to June 30, 2026 CITY OF SOLVANG - Unincorporated Assn
Account Number: A4B-000537
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 Page 19 of 20 S
Account carried with National Financial Services LLC, Member

NYSE, SIPC
Miscellaneous Footnotes continued
FRACTIONAL SHARE TRADING - National Financial Services ("NFS") will execute the fractional component of a customer order in a principal or riskless principal capacity. This includes fractional shares liquidations as a result of an ACATS transfer of whole shares or a dividend reinvestment that created a residual fractional position in a customer account.

PAYMENT FOR ORDER FLOW - NFS receives remuneration, compensation, or consideration for directing orders particular broker/dealers or market centers for execution. The source and nature of any compensation received in connection with your particular transaction, the name of the other party, and the time of execution will be disclosed upon written request. 33 GLOSSARY Short Account Balances -If you have sold securities under the short sale rule, we have, in accordance with regulations, segregated the proceeds from such transactions in your Short Account. Any market increases or decreases from the original sale price will be marked to the market and will be transferred to your Margin Account on a weekly basis. Market Value - The Total Market Value has been calculated out to 9 decimal places but the individual unit price is displayed in 5 decimal places. The Total Market Value represents prices obtained from various sources, may be impacted by the frequency in which such prices are reported and such prices are not guaranteed. Prices received from pricing vendors are generally based on current market quotes, but when such quotes are not available the pricing vendors use a variety of techniques to estimate value. These estimates, particularly for fixed income securities, may be based on certain minimum principal amounts (e.g. $1 million) and may not reflect all of the factors that affect the value of the security, including liquidity risk. In certain situations, a price may be derived from a single broker quote. The prices provided are not firm bids or offers. Certain securities may reflect "N/A" or "unavailable" where the price for such security is generally not available from a pricing source. The Market Value of a security, including those priced at par value, may differ from its purchase price and may not closely reflect the value at which the security may be sold or purchased based on various market factors. Investment decisions should be made only after consulting your broker-dealer.

Estimated Annual Income (EAI) & Estimated Yield (EY) - EAI for fixed income is calculated using the coupon rate. For all other securities, EAI is calculated using an indicated annual dividend (IAD). The IAD is an estimate of a security's dividend payments for the next 12 months calculated based on prior and/or declared dividends for that security. EY reflects only the income generated by an investment and not changes in its price which may fluctuate. Interest and dividend rates are subject to change at any time and may be affected by current and future economic, political and business conditions. EAI and EY are estimates only and may include return of principal and/or capital gains, which would render them overstated. EAI and EY are provided for informational purposes only and should not be used or relied on for making investment, trading or tax decisions. EAI and EY are based on data obtained from information providers believed to be reliable, but no assurance can be made as to accuracy, timeliness or completeness.

CUSTOMER SERVICE: Please review your statement and report any inaccuracy or discrepancy immediately by calling the telephone number of your broker-dealer reflected on the front of this statement. Reports of any inaccuracy or discrepancy regarding your brokerage account or the activity therein should be directed to your broker-dealer at the telephone number and address reflected on the front of this statement and National Financial Services LLC ("NFS").

NFS carries your brokerage account and acts as your custodian for funds and securities that are deposited with NFS by you or your broker-dealer. In addition to your initial contact with your broker-dealer you may contact NFS at (800) 801-9942. Any oral communications regarding inaccuracies or discrepancies should be reconfirmed in writing to protect your rights, including those under the Securities Investor Protection Act ("SIPA").

When contacting either your broker-dealer or NFS, remember to include your entire brokerage account number to ensure a prompt reply.

ADDITIONAL INFORMATION Free credit balances ("FCB") are funds payable to you on demand. FCB are subject to open commitments such as uncleared checks and exclude proceeds from sales of certificated securities without delivery of the certificate. If your FCB is swept to a core position, you can liquidate the core position and have the proceeds sent to you or held in your account subject to the terms of your account agreement. Required rule 10b-10(a) information not contained herein will be provided on written request. Fidelity may use this free credit balance in connection with its business, subject to applicable law.

Credit Adjustment Program. Accountholders receiving payments in lieu of qualified dividends may not be eligible to receive credit adjustments intended to help cover additional associated federal tax burdens. NFS reserves the right to deny the adjustment to any accountholder and to amend or terminate the credit adjustment program.

Options Customers. Each transaction confirmation previously delivered to you contains full information about commissions and other charges. If you require further information, please contact your broker-dealer.

Assignments of American and European-style options are allocated among customer short positions pursuant to a random allocation procedure, a description of which is available upon request. Short positions in American-style options are liable for assignment at any time. The writer of a European-style option is subject to exercise assignment only during the exercise period. You should advise your broker-dealer promptly of any material change in your investment objectives or financial situation. Splits, Dividends, and Interest. Expected stock split, next dividend payable, and next interest payable information has been provided by third parties and may be subject to change. Information for certain securities may be missing if not received from third parties in time for printing. NFS is not responsible for inaccurate, incomplete, or missing information. Please consult your broker-dealer for more information about expected stock split, next dividend payable, and next interest payable for certain securities.

Equity Dividend Reinvestment Customers. Shares credited to your brokerage account resulted from transactions effected as agent by either: 1) Your broker-dealer for your investment account, or 2) through the Depository Trust Company (DTC) dividend reinvestment program. For broker-dealer effected transactions, the time of the transactions, the exchange upon which these transactions occurred and the name of the person from whom the security was purchased will be furnished upon written request. NFS may have acted as market maker in effecting trades in 'over-the-counter 'securities.

Retirement Contributions/Distributions. A summary of retirement contributions/distributions is displayed for you in the activity summary section of your statement. Income Reporting. NFS reports earnings from investments in Traditional IRAs, Rollover IRAs, SEP-IRAs and, Keoghs as tax-deferred income. Earnings from Roth IRAs are reported as tax-free income, since distributions may be tax-free after meeting the 5 year aging requirement and certain other conditions. A financial statement of NFS is available for your personal inspection at its office or a copy of it will be mailed to you upon your written request.

Statement Mailing. NFS will deliver statements by mail or, if applicable, notify you by e-mail of your statement's availability, if you had transactions that affected your cash balances or security positions held in your account(s) during the last monthly reporting period. At a minimum, all brokerage customers will receive quarterly statements (at least four times per calendar year) as long as their accounts contain a cash or securities balance.

Sales Loads and Fees. In connection with (i) access to, purchase, sale, exchange or redemption of, and/or maintenance of positions in mutual funds, ETFs and other investment products such as alternative investments or private placements ("funds") or (ii) infrastructure needed to support such funds, some funds, or their investment affiliates, pay your introducing broker dealer and/or NFS sales loads and 12b-1 fees described in the Offering Materials as well as additional compensation for shareholder services, start-up fees, platform support and maintenance, and marketing, engagement and analytics programs. Additional information about the source(s) and amount(s) of compensation as well as other remuneration received by FBS or NFS will be furnished to you upon written request. At time of purchase fund shares may be assigned a load, transaction fee or no transaction fee status. At time of sale, any fees applicable to your transaction will be assessed based on the status assigned to the shares at time of purchase. Margin. If you have applied for margin privileges and been approved, you may borrow money from NFS in exchange for pledging the assets in your account as collateral for any outstanding margin loan. The amount you may borrow is based on the value of securities in your margin account, which is identified on your statement. If you have a margin account, this is a combined statement of your margin account and special memorandum account other than your non-purpose margin accounts maintained for you under Section 220.5 of Regulation T issued by the Board of Governors of the Federal Reserve Board. The permanent record of the separate account, as required by Regulation T, is available for your inspection upon request.

NYSE and FINRA. All transactions are subject to the constitution, rules, regulations, customs, usages, rulings and interpretations of the exchange market and its clearing house, if any, where the transactions are executed, and of the New York Stock Exchange (NYSE) and of the Financial Industry Regulatory Authority ("FINRA"). The FINRA requires that we notify you in writing of the availability of an investor brochure that includes information describing FINRA Regulation's BrokerCheck Program ("Program"). To obtain a brochure or more information about the Program or FINRA Regulation, contact the FINRA Regulation BrokerCheck Program Hotline at (800) 289-9999 or access the FINRA's web site at www.finra.org. FINRA Rule 4311 requires that your broker-dealer and NFS allocate between them certain functions regarding the administration of your brokerage account. The following is a summary of the allocation services performed by your broker-dealer and NFS. A more complete description is available upon request. Your broker-dealer is responsible for: (1) obtaining and verifying brokerage account information and documentation, (2) opening, approving and monitoring your brokerage account, (3) transmitting timely and accurate orders and other instructions to NFS with respect to your brokerage account, (4) determining the suitability of investment recommendations and advice, (5) operating, and supervising your brokerage account and its own activities in compliance with applicable laws and regulations including compliance with margin rules pertaining to your margin account, if applicable, and (6) maintaining required books and records for the services that it performs. NFS shall, at the direction of your broker-dealer: (1) execute, clear and settle transactions processed through NFS by your broker-dealer, (2) prepare and send transaction confirmations and periodic statements of your brokerage account (unless your broker-dealer has undertaken to do so). Certain securities pricing and descriptive information may be provided by your broker-dealer or obtained from third parties deemed to be reliable, however, this information has not been verified by NFS, (3) act as custodian for funds and securities received by NFS on your behalf, (4) follow the instructions of your broker-dealer with respect to transactions and the receipt and delivery of funds and securities for your brokerage account, and (5) extend margin credit for purchasing or carrying securities on margin. Your broker-dealer is responsible for ensuring that your brokerage account is in compliance with federal, industry and NFS margin rules, and for advising you of margin requirements. NFS shall maintain the required books and records for the services it performs. Securities in accounts carried by NFS are protected in accordance with the Securities Investor Protection Corporation ("SIPC") up to $500,000. The $500,000 total amount of SIPC protection is inclusive of up to $250,000 protection for claims for cash, subject to periodic adjustments for inflation in accordance with terms of the SIPC statute and approval by SIPC's Board of Directors. NFS also has arranged for coverage above these limits. Neither coverage protects against a decline in the market value of securities, nor does either coverage extend to certain securities that are considered ineligible for coverage. For more details on SIPC, or to request a SIPC brochure, visit www.sipc.org or call 1-202-371-8300. Funds used to purchase or sweep to a bank deposit are SIPC protected until deposited to a Program Bank at which time funds may be eligible for FDIC insurance. Assets Held Away, commodities, unregistered investment contracts, futures accounts, loaned securities and other investments may not be covered. Precious metals are not covered by SIPC protection. Mutual funds and/or other securities are not backed or guaranteed by any bank, nor are they insured by the FDIC and involve investment risk including possible loss of principal.

End of Statement 722239.10.0
MN _CEBTJQKTBBBJFVC_BBBBB 20260630 S
Account carried with National Financial Services LLC, Member

NYSE, SIPC

Page 20 of 20 ends

34 Plan Summary
Beginning Plan Value as of
06/01/2026 $1,660,423.38
Change in Plan Value $497,436.41
Ending Plan Value as of 06/30/2026 $2,157,859.79
Activity Summary by Source
Balance on Balance on
Source 06/01/2026 Contributions Earnings Expenses Distributions Transfers 06/30/2026 OPEB $1,660,423.38 $70,000.00 $(1,758.06) $(805.53) $0.00 $0.00 $1,727,859.79

PENSION -
LONG TERM $0.00 $107,500.00 $0.00 $0.00 $0.00 $0.00 $107,500.00

PENSION -
SHORT TERM $0.00 $322,500.00 $0.00 $0.00 $0.00 $0.00 $322,500.00 Totals $1,660,423.38 $500,000.00 $(1,758.06) $(805.53) $0.00 $0.00 $2,157,859.79 Transactions for the Period
Source Date Description Amount
OPEB 06/25/2026 INTER-ACCOUNT TRANSFER IN $345.89
OPEB 06/25/2026 INTER-ACCOUNT TRANSFER OUT $(345.89)
OPEB 06/26/2026 TRUST ADMINISTRATOR FEES $(345.92)
OPEB 06/30/2026 ACCOUNT GAINS/(LOSSES) $(1,758.09)
OPEB 06/30/2026 ACCOUNT GAINS/(LOSSES) $0.03
OPEB 06/30/2026 AGENCY CONTRIBUTIONS $70,000.00
OPEB 06/30/2026 ASSET MGMT FEES $(459.61)
PENSION - LONG TERM 06/30/2026 AGENCY CONTRIBUTIONS $107,500.00 PENSION - SHORT TERM 06/30/2026 AGENCY CONTRIBUTIONS $322,500.00 Investment Selection
Source Selected Investment
OPEB Balanced - Strategic Blend
Wendy Berry CITY OF SOLVANG
City of Solvang PARS PAPEBT
Monthly Account Report for the Period
06/01/2026 to 06/30/2026
4350 Von Karman Ave., Ste. 100, Newport Beach, CA 92660-2043 phone 800.540.6369 fax 949.250.1250 www.pars.org

Page 1 of 2 ends

35 Investment Objective
Selected Investment Description
Balanced - Strategic
Blend
The dual goals of the Balanced - Strategic Blend Strategy are growth of principal and income. While dividend and interest income are an important component of the objective's total return, it is expected that capital appreciation will comprise a larger po
Investment Performance
Annualized Return Inception
Source 1-Month 3-Month 1-Year 3-Years 5-Years 10-Years Date OPEB -0.11% 8.58% - - - - 10/07/2025
PENSION - LONG TERM 0.00% - - - - - 06/30/2026
PENSION - SHORT TERM 0.00% - - - - - 06/30/2026
Information as provided by US Bank, Trustee for PARS. Investments are NOT insured by the FDIC or by any other Federal Government Agency, are NOT Bank deposits, are NOT guaranteed by the Bank or any Bank affiliate, and MAY lose value, including possible loss of principal. Past performance does not guarantee future results. Account balances are inclusive of Trust Administration, Trustee and Investment Management fees if applicable. Performance returns may not reflect the deduction of applicable fees, which could reduce returns. Annualized Return is the return on an investment over a period other than one year multiplied or divided to give a comparable one-year return. Information is deemed reliable but may be subject to change. The plan's Rate of Return may differ from the rate of return in the above linked document. Reasons for the difference may include the timing of transactions into and out of the plan, the duration of time the plan's funds reside in the sweep account and differences in the methodology used to calculate performance.

Wendy Berry CITY OF SOLVANG
City of Solvang PARS PAPEBT
Monthly Account Report for the Period
06/01/2026 to 06/30/2026
4350 Von Karman Ave., Ste. 100, Newport Beach, CA 92660-2043 phone 800.540.6369 fax 949.250.1250 www.pars.org

Page 2 of 2 ends

36 CITY COUNCIL STAFF REPORT
AGENDA ITEM: 6.e
MEETING DATE: August 10, 2026
SUBJECT: Second Quarter Marketing Reports
PREPARED BY: Candice Libera, Marketing & Events Coordinator DISCUSSION:

This report provides a summary of each contracted marketing agency’s quarterly performance and activity reports, outlining deliverables, campaign metrics, and upcoming initiatives. Collectively, these reports demonstrate ongoing progress toward the City’s tourism marketing goals and provide transparency and accountability for the Tourism Marketing Program.

RECOMMENDATION:

Staff recommends that the City Council receive and file the Second Quarter Marketing Reports.

ATTACHMENTS:

A.TJA Advertising April - June Quarterly Report
B.Islett Social April - June Quarterly Report
C. Stiletto Marketing April - June Quarterly Report
D.Solvang Visitor Center April - June Quarterly Report
1 City of Solvang
Quarterly Report July 2026
TJAAdvertising.com Prepared for City of Solvang By TJA Advertising 2 ● USA Today/ Phoenix
Magazine Print ¼ Page Ad
● Hearst Campaign and
Extension Highlights
Please note that full results are on the Solvang Dashboard 3 ● New Brick and Builds Posters and Banners
● Hearst Campaign Graphics and Video● Regular Updates to Events, Happenings and Featured Specials● Created ADA Brand Guide● May Blog “Danish Charm Meets Spring Magic”● New 4th of July and Danish Days Banners and Graphics● History Blog “The Danish Town That California Didn’t See Coming”● June Blog “Tasting Rooms, A Viking Ship, and a Troll’s First Birthday● Update Dog Friendly Page Website & Design Projects Highlights
4 Sessions = 187,270 | Y/Y = -9.3%
Page Views = 280,640 | Y/Y = -18.51%Lodging Specials Page Views = 14,968 | Y/Y = +242.75%Lodging Referrals = 14,097 | Y/Y = -24.29 %Conversion % | Lodging Referral/Session = +7.53%Downloads:Walking Map = 1,256City Map = 358Newsletter Popup Submissions = 994 Website Stats 5 NEW “Generative AI Impressions” Now Available
On May 18th, Google started tracking how often a clickable link to a website is shown inside its new AI search results. Since then, solvangusa.com has been shown in these AI answers 125,000 times. That means Google AI features drove 13% of total search visibility (125K out of 961K total impressions since 5/18).

AI Market Share SnapshotShare of Voice (SOV) measures a brand's average visibility in Google AI (not just the url), and is based on 450 targeted, standardized travel prompt responses tested in Q2. (eg."Which CA destinations combine Old World charm with modern amenities?")

14.35%
AI Brand Awareness Highlights
Q2 Share of Voice Comparison
Solvang
VS 6.4%
Sonoma

6.3%
Napa

6.1%
Santa Barb.

4.37%
Monterey
6 Paid Meta Ads
● Custom meta ads are created and launched monthly ● Targeting is based on key demographics identified through Placer AI and additional audience insights, including income levels and interests. ● Each ad averages over 10,000 clicks, all directed to the lodging specials page.
● This quarter’s top-performing ad promoted Lodging Specials with the theme of visiting Europe without leaving California and achieved an impressive average CPC of just $0.19.

TJA’s Digital Marketing Efforts
7 ● Monthly e-blasts and blog posts are created and
published to keep content fresh and relevant.
● E-blasts are sent to a subscriber list of 71,711
engaged users.
● Our average open rate is 41%, well above the
industry standard of 20%.
● The top-performing e-blast in May reached a 46%
open rate and highlighted “What’s New” content.

TJA’s Digital Marketing Efforts
8 ● In early July we submitted short form videos to Visit California via the Crowdriff Collector for the quarter.
● Over 973 high-quality user-generated content assets have been secured and are available for ongoing, multi-channel use. ● UGC is repurposed into Pinterest Pins to extend reach and drive additional discovery.
● Performance is tracked through a live reporting dashboard, supplemented by monthly written reports.

Crowdriff
9 Thank You!
10 SOCIAL MEDIA REPORT
Q2 2026, April-June

PREPARED BY ISLETT AGENCY
11 KEY TAKEAWAYS
Q2 2026
12 KEY TAKEAWAYS
Q2 2026
Overall:

Held 3.9M combined content views across Meta in Q2 (1.9M Facebook + 2.0M Instagram). Scale is holding above 1M per month. YoY visibility comps are skewed by Meta's new Views definition - Views now counts repeat views and only has history from Oct 1, 2024 onward - which is why Dashboard shows -43% but Content Overview shows -11.4% for the
same period. Quality over quantity: Facebook 3-sec views +77.8%, watch time +56%, and Instagram utility content drove highest saves/shares.

Instagram: Primary engagement driver.

Views 2.0M (+2.9% QoQ, 1.11M IG + 868K FB from crossposts), interactions 55.2K, reach 240.8K (-17.8%). Continued to be Solvang's primary engagement driver. Q2 pattern
shifted to passive viewing vs. active follows in May, then rebounded in June to #1 in IG engagement rate vs. comp set (∼2% avg). Follower growth rebounded in June after April slowdown (3.8K, +5.7% slowdown noted).

Facebook: High-volume visibility + traffic driver.

Views 1.9M (-11.4% in Content Overview, -43.2% in old
Dashboard view due to metric change), Viewers 796,914
(-14.7%), but quality up sharply: 3-second views 289.5K (+77.8%), content interactions 31.2K (+25.6% in Content Overview), watch time 45d 19h (+56%), link clicks 11K-11.3K per month (+14.4% MoM in Apr, +60.9% YoY in May). Follows surged: +112.3% YoY to 522 in Apr, +942 in May (+80.5%
MoM, +31.4% YoY) to 20,943 total. Reversed March
engagement decline.

TikTok: Emerging viral awareness channel.

April breakout: Views 39.6K (+110% vs prior), reach 33.6K (+163%), shares +42% to 232, likes 1,035 (+54%). May
normalized after spike: Views 21.6K (-43.5% MoM), reach 14K (-51.8% MoM), likes 755 (-25.1% MoM), shares 158
(-14.6% MoM), comments 10 (-66.7% MoM). Net audience
still grew to 8,286 (+137). June: Continued normalizing but holds as viral discovery channel.

MONTHLY PROJECTS - Q2 2026
Outside of our social media schedule planning and video editing, we:

Developed the AI chatbot marketing
Provided influencer support for Anna
Monitored and reshared influencer content
Sourced usable content from businesses/influencers
• Produced and shot our annual photo + video shoot
for social in June
13 QUARTERLY DATA
Q2 2026
14 PLATFORM TOTAL FOLLOWERS FOLLOWS

CONTENT

INTERACTIONS
VIEWS
INSTAGRAM 101.295 +6,545 55,244 1,985,443
FACEBOOK 25,681 +2,085 31,243 1,987,979
TIKTOK 8,975 +845 23,344 239,569
Q2 2026 OVERVIEW 15
FACEBOOK Q2 2026

INSTAGRAM
compared to previous period compared to previous period 16 TOP PERFORMING CONTENT
Q2 2026
17 Q2 2026

TOP POSTS BY PLATFORM

INSTAGRAM FACEBOOK TIKTOK
18 THE SOLVANG COMMUNITY
Q2 2026
19 Q2 2026
COMMUNITY ENGAGEMENT 20

QUARTERLY PROJECTS
Q2 2026
21 Outside of our social media schedule planning and video editing, we:

Shot our annual photo/video content campaign.

Developed our AI chatbot to increase website visitors directly from organic social media.

Provided influencer support for Anna.

Monitored and reshared influencer content.

Sourced high-performing UGC content.

Q2 2026
PROJECTS 22
THANK
YOU
23

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Solvang Visitor Center Quarterly Report
Quarter 2, 2026 (April–June)
Prepared by: Susan Lee
Title/Organization: Managing Member, Solvang Hygge Huset LLC Report Overview
This report provides an overview of visitor activity, engagement, visitor feedback, common and new inquiries, and materials distributed at the Solvang Visitor Center during Quarter 2, 2026.

Monthly Visitor Count Totals — Quarter 2, 2026
Month Total Visitor Count Highest Day (Date) Highest Day Visitor Count April 9,927 Saturday, April 18 724
May 8,169 Saturday, May 23 537
June 9,516 Saturday, June 20 608
Quarter 2 Total 27,612 — —
Visitor counts during Quarter 2, 2026 totaled 27,612 visitors. April experienced the highest monthly visitation with 9,927 visitors, followed by June with 9,516 visitors and May with 8,169 visitors. The highest single-day visitor count occurred on Saturday, April 18, with 724 visitors; the Solvang Brick & Builds weekend event likely contributed to the elevated Saturday traffic.

Quarter 1 vs. Quarter 2 Comparison
Quarter Months Total Visitor Count Highest Month Highest Month Total Quarter 1, 2026 January–March 23,152 March 8,527
Quarter 2, 2026 April–June 27,612 April 9,927
Change — +4,460 — +1,400
Compared with Quarter 1, Quarter 2 showed a noticeable increase in overall visitor activity. The Visitor Center assisted 27,612 visitors in Quarter 2, compared with 23,152 visitors in Quarter 1, an increase of 4,460 visitors. The highest monthly visitor total also increased, rising from 8,527 visitors in March to 9,927 visitors in April. This suggests stronger spring visitation during Quarter 2, with April’s Solvang Brick & Builds weekend likely contributing to the quarter’s strongest single-day count.

Visitor Information Collection Overview
At the Visitor Center, we collect information from guests when feasible and convenient. We inquire about their place of origin, how they became aware of Solvang, reasons for visiting, group type, and other remarks. Information is collected informally and voluntarily and reflects only those interactions where guests chose to share details during their visit. 54 Solvang Visitor Center Report
2 Guest Feedback Log
April 2026
Name/Group Visiting From? How did you hear about Solvang? / Other comments Couple Minnesota Came for the Danish town; staying in Santa Barbara.

Someone told them to visit Solvang, and they were loving this fun little town.

Couple Ripon, CA On their way back from Long Beach and decided to stop when they found Solvang was so close to the highway.

Four ladies China Found Solvang through a search for California places to visit.

Wanted to see this Danish town in America.

Two boys [Not provided] On spring break; came into the Visitor Center to do the egg hunt and receive an Easter prize.

Three young
men
Sweden, Peru, and
Santa Barbara
Students at Santa Barbara City College visiting during spring break. The visitor from Sweden said he felt like he was home and loved Solvang very much.

Family of five Los Angeles Heard about Solvang because “everyone knows Solvang in Los Angeles.” Visiting for fun during spring break.

Couple Northridge Return visitors who came to see the Motorcycle Museum.

Couple Sonoma Return visit. Stayed in Santa Barbara for the weekend and came to Solvang during the day.

Family of four Spain Learned about Solvang from the Visit California website and said they were here to see this beautiful place.

Family of three Pennsylvania The son asked to visit Solvang as his graduation gift.

Couple Serbia and
Germany
Very interested in Solvang’s history and happy to learn about the Danish culture here and that it is still surviving.

Couple Orlando, FL “We love it here. We wish we had booked an overnight stay, and next time we will.”
Two women Los Angeles Their parents told them about Solvang. First time visiting, and they were very excited.

Two men Copenhagen Landed in Los Angeles and were traveling up the coast.

Friends told them they had to visit Solvang.

Family of 12 Los Angeles Visiting during spring break with all of their kids.

Two couples Indiana Researched California to decide where they should go. They were on a two-month trip through California and wanted to see Solvang.

Couple New York Have family near Solvang and enjoy visiting when they are in the area.

Family Walnut Creek, CA The husband planned the trip and found Solvang through an AI app, which recommended visiting while they were in
California.

Family of four Park City, UT Friends in Tahoe told them about Solvang and the Santa Ynez Valley Wine Country, and it did not disappoint.
55 Solvang Visitor Center Report
3 Couple Cincinnati, OH Found Solvang through VisitCalifornia.com and said the coastline here is beautiful.

Couple Lehi, UT Return visit; they love Solvang.

Couple Hollywood, CA One visitor is an actor and the other is a costume designer.

They wanted to come see Solvang.

Four ladies Santa Paula, CA Came for a ladies’ trip.

Couple Minnesota Returning after 20 years. They came in when they heard the accordion playing because they love accordions and have an accordion festival in Red Wing, near where they live, which is a Norwegian community.

Friends and
family of six
South Korea Traveling in California for two weeks and then to the East Coast for two weeks. They wanted to see something unique.

Two men Denmark and
Norway
They said it was pretty cool to see Solvang keeping its traditions alive.

Couple Burbank, CA Visit several times a year and came up to see Solvang.

Couple Scotland Came 30 years ago and wanted to return to relive memories of the bakeries and windmills.

Group of five [Not provided] Visited 20 years ago and said Solvang seemed much bigger now.

Couple Massachusetts Watched many Solvang videos on Instagram and decided to include Solvang on their California road trip.

Family of four Bay Area Found Solvang while searching for places to see in California and visited during spring break.

Couple/family Texas Family in California told them about Solvang. They were having a great time and wanted to see the Motorcycle
Museum and the Viking Museum.

Couple Germany Heard about Solvang from friends in Denmark. They were surprised to see a Danish town like this in California and said it had been a lot of fun.

Two couples Germany Friends in San Francisco told them not to pass Solvang while driving down the coast.

Couple Canada Saw a video on YouTube and wanted to see the beautiful town of Solvang.

Couple Bay Area Return visit for their anniversary.

Two sisters Sacramento Saw an Instagram video. They had recently moved from the Philippines to Sacramento and took their first road trip to Solvang.

Couple Shanghai, China Visiting friends in Oceanside. They drove five hours and said they were not disappointed; Solvang is a must-see.

Two young men San Jose, CA Their mom told them to visit. They were looking for Danish treats and asked where to find them and what they should try.
56 Solvang Visitor Center Report
4 Couple Roseville, CA Their grandparents live in Lompoc, so they have visited Solvang many times.

Mother and
daughter
Mexico On a cruise and touring the area.

Couple Florida Saw Solvang on Instagram. The gentleman had just retired, and they were on their first vacation as a retired couple.

Couple South Carolina Searched for places in California to see. They loved the architecture and were surprised and impressed by the
history.

Family Ohio Two daughters, mother, and aunt visiting Solvang.

Couple Escondido, CA Returning for their anniversary. They spent three days of their honeymoon in Solvang 31 years ago.

Couple San Diego, CA Visiting Solvang for their 20th anniversary.

Gentleman Spokane, WA Had been here 50 years ago. He was in the area for a funeral and decided to stay a couple extra days to visit Solvang.

Two couples Arkansas Saw Solvang on Instagram and Facebook. They were excited to try the pastries after seeing many pastry posts.

Couple Aarhus, Denmark Happy to try aebleskiver in springtime and chuckled about it.

Couple Massachusetts On a Princess tour that started in Los Angeles and was going to Vancouver.

Family of six Germany Did not realize there was so much to do and only had two hours in Solvang.

Couple Las Vegas, NV Saw Solvang on social media. The wife is Norwegian and was very interested in the Viking Museum.

Family of four Mexico Visiting family in El Cajon. They said Solvang was beautiful and loved the folk dress, museum, and accordion.

Two couples Italy Their son attends UCSB, so they came to Solvang while visiting him and wanted to try Solvang Danish pastry.

Couple Germany Heard about Solvang because they live close to Denmark.

They said Solvang was beautiful, enjoyed staying at the Hamlet Inn, and had a great breakfast at Olsen’s Bakery.

Two couples Tucson, AZ Family in Sacramento told them about Solvang. They came for a family reunion in Solvang.

Couple North Carolina A woman on their flight to California, from San Francisco, told them they needed to go to Solvang.

Family of three Washington state The daughter went to school in Copenhagen and missed the pastry and hygge culture, so she wanted to visit Solvang.

Couple Louisiana Saw Solvang on TikTok and said it was super cool.

Single man New York, NY Saw Solvang on Instagram. He is a cartoonist who draws the Jagged Jaguar and brought his plush jaguar to take photos in Solvang, including one with a team member and the Viking LEGO ship in the Visitor Center.
57 Solvang Visitor Center Report
5 Family Costa Rica Their sister lives in Los Angeles and brought them to Solvang.

They heard the accordion playing and came in; they said accordion is popular in Costa Rica.

Couple Los Angeles Heard about Solvang from friends and said Solvang has amazing Danish food.

Friends/group
of four
China Heard about Solvang through Visit California and a Chinese travel company.

Two couples San Francisco Return visit. They said they had an amazing pastry breakfast at Olsen’s Bakery.

Couple San Bernardino,
CA
Saw Solvang on TikTok videos. They said it was very cool and were excited to learn it is an actual town.

April Visitor Feedback Summary
April visitor feedback reflected strong interest in Solvang’s Danish character, food, architecture, history, and small-town atmosphere. Visitors came from across California, many U.S. states, and several international locations, including Denmark, Norway, Germany, Italy, Scotland, China, South Korea, Costa Rica, Mexico, Spain, Serbia, the Philippines, and Canada. Many guests discovered Solvang through social media platforms such as Instagram, TikTok, YouTube, and Facebook, while others learned about the town from family, friends, Visit California, travel searches, AI recommendations, cruise or tour itineraries, or prior visits.

Common themes included spring break travel, return visits, anniversary trips, family recommendations, California road trips, Danish pastry interest, museum visits, and curiosity about Solvang’s Danish heritage. Several visitors specifically mentioned the bakeries, windmills, Viking Museum, Motorcycle Museum, folk dress, accordion music, and traditional culture. Overall, the April feedback shows that Solvang continues to attract visitors through a combination of personal recommendations, digital discovery, cultural curiosity, and memorable return-visit experiences.

May 2026
Name/Group Visiting From? How did you hear about Solvang? / Other comments Four friends China Wanted photos of the folk dresses in Solvang and of the accordion; they especially liked the accordion.

Couple Phoenix, AZ Heard about Solvang through Visit California. They loved that Solvang is so dog friendly and were visiting with their Australian shepherd and border collie.

Family of six Mexico
Couple Louisiana Return visit. They were visiting for a birthday, so the Visitor Center gave a birthday button and sang happy birthday.

Two sisters Algeria Spoke French and wanted photos of Kirsten’s folk dress.

Couple New Jersey Visited 14 years ago for the wife’s birthday. While traveling up the coast, they saw the sign and decided to stop again. 58 Solvang Visitor Center Report
6 Couple Denmark and Texas She was from Denmark and he was from Texas. They got married in America and said they had to visit Solvang.

Dave and
Debbie
Redding, CA Said everyone they know knows about Solvang, so they finally came and planned to stay for a couple of days.

Family of four China
Father and
son
Louisiana Said Solvang is very popular in their family. They are Japanese Americans and said they were fascinated with Scandinavia.

Family of
three
Clinton, IA Came because they knew about the Dambo troll. They are Dambo troll hunters and said four trolls were recently installed in Clinton, where they live, so they wanted to visit Lulu.

Couple Ventura, CA Return visit. The husband brought his wife for Mother’s Day, and they were staying for almost a week.

Family of four Texas Found Solvang through an internet search while planning the coast from San Francisco to Los Angeles. They said they should have scheduled more time in Solvang because two hours was not enough.

Four girls Argentina Heard about Solvang on social media. They were visiting California for two weeks, and social media suggested Solvang as a must-see destination.

Couple New York They were planning to visit Denmark in July and wanted to see Solvang while they were in California.

Couple Woodland Hills, CA Return visit.

Family of
seven
China Had been in the U.S. for 25 days and visited Hawaii, Las Vegas, California, New York, and Florida.

Young couple Massachusetts Saw Solvang on TikTok. They were staying in California, and he came to Los Angeles for a work conference, so they also wanted to visit Solvang.

Couple India Friends told them to come to Solvang. They were traveling the coast from San Francisco to Los Angeles before returning to India.

Group of eight Louisiana, the
Philippines, and
Ireland
Friends and family traveling together. They saw Solvang on social media, were staying in Santa Barbara, and decided to come up to Solvang.

Couple Salt Lake City, UT Heard about Solvang from people they met at Disneyland.

They had lived in Sweden and taught school there, and a couple at Disneyland told them to visit Solvang.

Two sisters Germany Lived in Denmark for many years and said they could not believe their eyes: “It’s Denmark in America.”
Family France and Paso
Robles, CA
The daughter works at a winery in Paso Robles and heard about Solvang from a coworker. They said Solvang is beautiful.

Couple Los Angeles Heard about the birthday button on social media and came just to get one.

Couple South Carolina Were visiting the Channel Islands and researched what else to see. They wanted lots of information on wineries.
59 Solvang Visitor Center Report
7 Couple England Were driving the coast and researched places to see. They were very excited to visit Danish America.

Couple Denmark One of them was from Denmark. They had visited Solvang before and asked what Danish sights they should see.

Family of four Los Angeles Their brother had visited and told them to come. They could not believe the parking is free.

Couple Chico, CA Stayed at the Wine Valley Inn and said they loved that hotel.

Couple Washington state Friends told them to come. They said Solvang is so much better than Leavenworth.

Couple New York City Found Solvang through a California internet search and were amazed at how beautiful the whole town is.

Couple Bay Area Had not visited in 30 years and said Solvang has grown a lot.

Couple Aalborg, Denmark Family and friends told them to come. They said Solvang is a very fun town.

Couple San Jose, CA First-time visitors. They were traveling to Los Angeles to see family, who told them they had to see Solvang.

Single lady Orange County A troll hunter who saw troll-hunter content on Facebook. She came to see Solvang and Lulu the troll.

Family of six LA Dodgers fans who saw Solvang on TikTok. They told their wives that if the Dodgers swept the Angels that weekend, they would bring everyone to Solvang.

Family of nine India Traveling to Big Sur from Los Angeles and stopped in Solvang on their way.

Young couple Dallas, TX Saw Solvang on social media. They went to Disneyland and were heading north, so they stopped in Solvang.

Friends; two
couples
Racine, WI Came to see if Solvang’s bakeries are as good as theirs. They said, “Let’s see if your pastries hold up to ours.”
Family of four Arkansas Saw Solvang on Visit California. The son and his wife brought his parents for his mother’s birthday, so she received a birthday button and song.

Couple Michigan Were seeing the coast from Los Angeles to San Francisco and returning to the Los Angeles airport. They decided to spend their last day in Solvang and said they wished they had booked more than half a day because Solvang needed more time.

Couple Bay Area Return visit celebrating their 15th anniversary in Solvang.

Couple Brazil Loved the Danish folk dress. Friends in Brazil who are from Denmark told them to come to Solvang.

Couple Miami, FL Originally from Cuba. They loved the architecture and the Danish folk dress.

Couple Colombia Family in Los Angeles told them to come.

Family Orange County Saw Solvang on TikTok. They wanted to see the Viking Museum because their kids are very interested in Vikings. 60 Solvang Visitor Center Report
8 Couple England Their daughter married an American and lives in San Diego.

She told them about Solvang, and they were amazed at how it has been preserved.

Couple San Francisco Returning for their third visit. They were celebrating his birthday and received a birthday button and song.

Young men Spain Have friends in Denmark and said Solvang looks like Denmark but feels like Spain because it is much warmer.

Couple Germany Read about Solvang and said it is a very beautiful town.

Family of 11 Bay Area The grandparents had visited before, so the family wanted to come.

Couple Cerritos, CA Saw Solvang on TikTok and visited for Memorial Day weekend.

Family Utah Celebrating their son’s graduation and planned to go to Disneyland after Solvang the next day.

Couple Anaheim, CA Return visit. They said they love Solvang and that the restaurants are really great.

Couple Ojai, CA Come here often and drove up for the day again.

Couple San Francisco Bay
Area
Googled places in California to drive to and were staying in Santa Barbara for three days.

Couple India and Dubai Originally from India and now living in Dubai. They were very interested in Solvang’s history.

Couple Mississippi Saw a YouTube video about Solvang while researching towns near Santa Barbara.

Couple Lebanon Staying in Santa Barbara and decided to come up for the day.

Family China Saw a YouTube video and researched where to go in California.

Two couples Italy Researched California online and wanted to try Danish pastry and bread.

Very young
couple
Alaska and Chile Her grandpa lives in Santa Barbara, so they were vacationing in Santa Barbara and Solvang and loving it.

Two young
men
San Francisco Had heard about Solvang a long time ago. It was their first visit, and they were excited to finally come.

May Visitor Feedback Summary
May visitor feedback reflected continued enthusiasm for Solvang’s Danish character, architecture, folk dress, pastries, history, museums, and small-town atmosphere. Visitors came from across California, many U.S. states, and several international locations, including China, Mexico, Algeria, Denmark, Argentina, India, the Philippines, Ireland, Germany, France, England, Brazil, Colombia, Spain, Italy, Lebanon, Chile, and Dubai. Many guests discovered Solvang through social media platforms such as TikTok, Instagram, Facebook, and YouTube, while others learned about the town from Visit California, online travel searches, family and friend recommendations, prior visits, nearby stays in Santa Barbara or Paso Robles, and road-trip planning along the California coast.

Common themes included return visits, anniversary and birthday celebrations, Mother’s Day and graduation trips, California coast travel, family referrals, Danish heritage interest, pastry and bakery 61 Solvang Visitor Center Report
9 curiosity, winery planning, and strong interest in Solvang’s museums, especially the Viking Museum and the Dambo troll. Several visitors commented on Solvang’s free parking, dog-friendly atmosphere, preserved architecture, restaurants, hotels, and the need for more time than originally planned. Overall, May feedback shows that Solvang continues to draw visitors through a mix of digital discovery, personal recommendations, cultural curiosity, special occasions, and memorable return experiences.

June 2026
Name/Group Visiting From? How did you hear about Solvang? / Other comments Group of 18 China Touring the coast from San Francisco to Los Angeles.

Couple Coronado, CA Return visit. They had been to Solvang several times, but not for 15 years, and said it is still beautiful.

Two couples Los Angeles and San
Jose
Return visit. Old friends met in the middle, and both wives love Solvang, so the husbands surprised them with a trip to Solvang.

Family of four Seattle, WA Dambo troll hunters who love the trolls and have seen 14 of them. The teenage son was very interested in Denmark and was trying to learn Danish.

Couple Italy, near Florence Really enjoying California. They had only seen the East Coast before and were now traveling the West Coast.

Couple San Antonio, TX Their daughter is working in Santa Barbara. They had visited at Thanksgiving and wanted to come back during a nonholiday time.

Family of three Palm Springs, CA On their way to the Monterey Bay Aquarium and searched for where they could stop along the way. They really loved Mortensen’s Bakery.

Mom and
daughter
New York While researching Denmark for an upcoming trip, the mother found information on Solvang and decided to visit the Danish Capital of America while in California.

Lady Denver, CO Her daughter told her to come. She said Solvang is a darling town and she was so happy to be there.

Mom and son Thailand His friends told him about Solvang. This was their first time in California.

Family of three Mexico Their son lives in Lompoc, so they brought their sister and mother to see Solvang while visiting.

Mom and son Sweden Her son brought her to see this beautiful town.

Single man Washington, DC His girlfriend is from Denmark and had visited Solvang before. He had a California trip planned and did not know about Solvang until she told him to stop and see it before they both travel to Denmark to meet her parents.

Two brothers Australia One brother’s son lives in Solvang after marrying a Solvang girl. They said Solvang is a right nice place to live.

Family of five Orange County Return visit for the parents and first visit for their kids. Their oldest daughter said it looks like another world here.

Couple Phoenix, AZ Were in Solvang for a wedding.
62 Solvang Visitor Center Report
10 Couple Near High Point, NC Came to see Lulu the troll. They have a troll in High Point, wanted to see Solvang’s troll, and have seen many of the trolls.

Four sisters Vietnam and Oregon The sisters in Oregon brought the others to Solvang. Three live in Vietnam, and they planned to visit Disneyland and Solvang.

Mother and two
daughters
Canada
Couple Spain Traveling up the coast to Monterey and San Francisco after starting in Las Vegas, and wanted to stop in Solvang.

Man Australia Staying with a friend in Venice Beach who told him about Solvang, so he rented a car to come see the Danish town.

Couple Santa Clarita, CA Celebrating their 56th anniversary. They said they always come for birthdays, anniversaries, and Julefest.

Lady Shanghai, China Loved listening to the accordion music.

Couple Orange County Return visit. They had tickets for Theaterfest and come to Solvang specifically to attend Theaterfest.

Couple Los Angeles Saw Solvang on social media and saw a post about midweek hotel deals, so they came to use the deal.

Couple Ojai, CA Return visit. They decided to come for farmers market because they are usually here on the weekend.

Family Ontario On their way to Monterey and wanted to stop in Solvang and see the ostriches because their kids love ostriches.

Family of six San Jose, CA Return visit. They took their grandkids to Disneyland and were going home the next day, so they wanted to see
something else.

Parents and
grown children
Brazil The dad had visited 30 years ago and wanted his grown kids to see Solvang. He was happy it was still here and had not been sure whether they would find it after 30 years.

Anita Los Angeles Missed her ship for a four-day cruise to Ensenada, so she decided to come to Solvang and make the best of it.

Couple Los Angeles Visited 40 years ago and decided to come back to see how much Solvang had changed.

Couple and
exchange
student
Kansas and
Denmark
Visiting up and down the coast and wanted to bring their exchange student from Denmark to Solvang.

Couple Santa Cruz, CA Have visited several times and love to come in June to escape their June gloom weather.

Couple Costa Mesa, CA Visited 20 years ago. He is a contractor, and they knew a lot about Danish architecture.

Couple and
friends
Long Beach and
Santa Maria
63 Solvang Visitor Center Report
11 Family of four Las Vegas and Idaho Family from Las Vegas met their cousins from Idaho in Solvang because the cousins had visited before.

Couple Colorado Springs,
CO
Have friends in Thousand Oaks and came to visit. They said the valley is spectacular.

Mom and little
son
San Diego, CA Saw Solvang on TikTok and were making their way up the rest of the coast.

Family of five Los Angeles Saw Solvang on social media. The family included a little girl and twin boys; the boys asked their mom if Visitor Center staff were AI because they knew so much, and mom said,
“Nope, she’s real.”
Couple Monterey, CA Had a lovely, sweet time.

Couple Los Angeles Return visit. They specifically came to see PCPA’s production of Come From Away because they love the play.

Couple Boston Their nephew in San Francisco told them about Solvang, and they had to come see the Danish town in California.

Group of four Canada Were in San Luis Obispo for a wedding and wanted to know the history of Solvang.

Group of five Washington state Their grandma lives in Riverside, so they brought her to see something new.

Couple Slovenia Their travel agent arranged for them to visit Solvang.

Three ladies Florida Found Solvang by accident while driving the California coast and loved it.

Friends Leavenworth, WA Celebrating a birthday. They said Solvang is so beautiful and were glad they got to see it.

Mother and
daughter
The mother used to come to Solvang as a child and brought her daughter for a mother-daughter trip.

Girls group of
five
Los Angeles Girls’ trip to Solvang and wine tasting.

Couple Spain Saw Solvang on social media and through a California travel search.

Family of four San Diego, CA Return visit. They brought their dad for Father’s Day and ate at Whiskey ’N Rye, which their dad loved.

Two ladies Long Beach, CA Come to the Santa Ynez Valley often and came to see Come From Away. They said it was so good and they loved it.

Family of seven Nevada The kids said they loved the ostriches and thought they were crazy and awesome.

Family and
friends of 11
Phoenix, AZ Staying in Ventura and wanted to come to Solvang because they have Danish ancestry and wanted to have aebleskiver.

Three sisters Los Angeles, Salt
Lake City, UT, and
Minnesota
They trade off where they go every summer for a sisters’ trip and decided to come to Solvang.

Couple Chicago
64 Solvang Visitor Center Report
12 Couple New Jersey Moved from the Philippines to New Jersey. This was their first trip to the West Coast, and they were loving it.

Couple San Diego, CA Return visit. They met during the Solvang Century bike ride 20 years ago and were celebrating their anniversary.

Mom and son Nipomo, CA Their neighbors told them to come to Solvang. They had just moved to Nipomo from Santa Cruz and wanted to
come see Solvang.

Couple India Came with a tour bus. They only had three hours and said they wished they had much more time in town.

Local man Santa Ynez, CA Asked for good things to do with his teenage grandson while he was visiting.

Four women Anaheim, CA Saw Solvang on TikTok and wanted to come for wine tasting and pastry. They said, “TikTok got us.”
Couple Los Angeles Return visit. They said it was a happy accident that they came on Music in the Park day. They were staying in Santa Barbara and were excited to stay for the concert.

Stacy Sacramento Said she had wanted to come to Solvang for years, finally made it, loved it, and bought two tickets for a trip to Denmark.

Lady Denmark Saw Solvang on social media. She was traveling from San Francisco to Los Angeles, so she had to see Solvang and loved it.

Lady New Mexico Said, “Who doesn’t know Solvang? I love it here. It’s beautiful.”
Family Spain Their little daughter wanted to see the “Little Mermaid statue town.”
Couple San Diego, CA Return visit.

Couple Mendocino, CA Saw Solvang on cycling websites and came to ask about the best cycling routes, including whether the Corkscrew is as challenging as described.

Couple Los Angeles Saw videos about Solvang on social media. They wished they could stay for the Fourth of July because it looked great.

Couple Canada Saw Solvang on social media and said, “What a beautiful town you have.”
June Visitor Feedback Summary
June visitor feedback reflected strong summer travel activity, with continued interest in Solvang’s Danish architecture, history, pastries, folk dress, live music, museums, theater, wine tasting, cycling routes, family attractions, and small-town atmosphere. Visitors came from across California, many U.S. states, and several international locations, including China, Italy, Thailand, Mexico, Sweden, Denmark, Australia, Vietnam, Canada, Spain, Brazil, Slovenia, the Philippines, India, Chile, and Lebanon. Many 65 Solvang Visitor Center Report
13 guests discovered Solvang through TikTok, Instagram, YouTube, Facebook, cycling websites, California travel searches, social media videos, family and friend recommendations, travel agents, tour buses, roadtrip planning, and prior visits.

Common themes included California coast travel, return visits after many years, anniversary and Father’s Day celebrations, wedding travel, family reunions, theater attendance for PCPA’s Come From Away, Music in the Park, wine tasting, pastry and aebleskiver interest, Danish heritage connections, Dambo/Lulu troll visits, ostrich visits, cycling route questions, and guests wishing they had planned more time in Solvang. Several visitors commented on Solvang’s preserved architecture, welcoming atmosphere, beautiful valley setting, live accordion music, bakeries, restaurants, hotels, and the town’s ability to feel both familiar and surprising. Overall, June feedback shows Solvang’s continued appeal as a summer road-trip stop, cultural destination, special-occasion getaway, and memorable discovery for both first-time and returning visitors.

Summary of Visitor Origins
and Feedback
Across Quarter 2, 2026, guest feedback showed that Solvang continues to attract a broad mix of local, regional, national, and international visitors. Guests came from throughout California, across the United States, and from international locations including Denmark, Norway, Germany, Italy, Scotland, China, South Korea, Costa Rica, Mexico, Spain, Serbia, the Philippines, Canada, Algeria, Argentina, India, Ireland, France, England, Brazil, Colombia, Lebanon, Chile, Dubai, Thailand, Sweden, Australia, Vietnam, Slovenia. This range of origins highlights Solvang’s appeal as both a familiar California getaway and a distinctive destination for travelers seeking Danish culture, architecture, food, history, and memorable small-town experiences.

Most Common U.S. Visitor
Origins
Based on voluntary guest feedback entries, the following U.S. places appeared most often during Quarter 2.

Top Recurring U.S. Visitor Origins
Rank U.S. Place Pattern in Guest Feedback
1 Los Angeles /
Greater Los
Angeles Area
Most frequently recurring U.S. origin, including Los Angeles, Hollywood, Burbank, Northridge, Woodland Hills, Santa Clarita, Long Beach, and nearby Southern California communities.
2 Bay Area / San
Francisco / San
Jose
Appeared repeatedly among road-trip visitors, return visitors, family groups, and guests traveling between Northern and Southern California. 3 San Diego / Orange
County
Recurring Southern California origin, including San Diego, Anaheim, Orange County, Costa Mesa, Coronado, and related coastal or familytravel visits. 66 Solvang Visitor Center Report
14 4 Texas Mentioned multiple times, including visitors from Dallas, San Antonio, and Texas travelers pairing Solvang with broader California trips. 5 New York / New
Jersey
Recurring East Coast origin, often tied to California road trips, family visits, social media discovery, and interest in Solvang’s Danish character.

Note: U.S. origins are grouped where visitors named cities, regions, or states within the same general area. Rankings are based on recurring mentions in voluntary guest feedback entries and should be interpreted as informal visitor-origin patterns rather than a complete count of all visitors.

Most Common International
Visitor Origins
Based on voluntary guest feedback entries, the following international countries appeared most often during Quarter 2.

Top Recurring International Visitor Countries
Rank Country Pattern in Guest Feedback
1 China Most frequently recurring international origin noted across the quarter. 2 Germany Appeared repeatedly, often with interest in Solvang’s Danish character and European feel.
3 Denmark Recurring origin tied directly to Solvang’s Danish heritage and cultural appeal. 4 Mexico Mentioned multiple times, including family and cruise-related travel. 5 Spain Recurring international origin, often connected to California travel routes and social media discovery.

Note: Rankings are based on recurring mentions in voluntary guest feedback entries and should be interpreted as informal visitor-origin patterns rather than a complete count of all visitors.

Marketing Takeaways from
Visitor Feedback
Guest feedback and visitor questions may be useful for marketing planning. • Social media continues to drive discovery: TikTok, Instagram, YouTube, and Facebook were repeatedly mentioned as ways visitors learned about Solvang, showing that visitors continue to notice visual, shareable content that highlights Danish architecture, pastries, windmills, events, and unique photo spots.
• Drive-market audiences remain especially important: Recurring visitors from Los Angeles, the Bay Area, San Diego, Orange County, and nearby California communities show that Solvang continues to be a strong day-trip, weekend, and road-trip destination. • Visitors often wish they had planned more time: Several guests mentioned that two or three hours was not enough, supporting messaging around overnight stays, full-day itineraries, midweek hotel deals, and “stay longer” trip planning. 67 Solvang Visitor Center Report
15 • Danish culture, food, and visual charm are core motivators: Visitor comments and questions repeatedly centered on Danish pastries, aebleskiver, folk dress, windmills, museums, history, architecture, and the feeling of being in a distinctive Danish town in California.
• Special occasions and events influence travel decisions: Birthdays, anniversaries, graduations, Mother’s Day, Father’s Day, weddings, girls’ trips, family reunions, Theaterfest, Music in the Park, trolls, cycling, wine tasting, and seasonal events all appeared as reasons people visited or extended their stay.
• Visitors want easy planning support: Common questions about what to do in two hours, family-friendly options, teen and toddler activities, non-wine activities, transportation, parking, maps, and same-day events suggest a continued need for clear itineraries and simple planning content.

Overall, these patterns highlight the strongest motivators shared by Solvang Visitor Center guests: easy road-trip access, Danish food and culture, photogenic scenery, special-occasion travel, family-friendly planning, events, and reasons to stay longer than a short stop.

Solvang Visitor Center Inquiries
The following are examples of questions received at the Visitor Center through in-person, phone, and email inquiries. Questions are organized by category to highlight common visitor interests and planning needs. The monthly questions listed are a snapshot of the questions received during the quarter.

Regular Frequently Asked
Questions
• Orientation & Navigation:
o Do you have a map of the town?
o Where are all the points of interest?
o Where are the restrooms?
o Is parking free, and where do we pay if payment is required? o Do you have maps in other languages?
• Planning & Time Management:
o What are the must-sees?
o We have two hours — what should we do?
o What can we do with kids, toddlers, or teenagers?
o Are there any events happening today?
o What is there to do here besides wine tasting?
• Transportation:
o How do we take the Trolley?
o Where do we buy Trolley tickets?
o How long is the Trolley ride, and how long do they run? o Is it hop-on/hop-off, or how does it work?
o Do you have to pay for the Trolley?
o Is there a guide on the Trolley?
o Is the horse-drawn Trolley running today?
68 Solvang Visitor Center Report
16 o Can I get an Uber here?
• Attractions & Landmarks:
o Where are all the windmills?
o Where is The Little Mermaid statue?
o Where are the museums?
o Where is the Hans Christian Andersen Museum?
o Where is Lulu the troll?
o Where can I go with my dog? (pet friendly places?)
• Food & Dining:
o Where can we get a good breakfast?
o What is Danish food?
o What is the best bakery?
o What is your favorite bakery?
o Where are the bakeries?
o Where should we go for lunch?
o Where can we get a Danish meal?
o Where can we get aebleskiver?
o Where can we get sandwiches or food to take on the road? o Is there a candy shop?
• Culture & History:
o Why does Solvang look like this?
o What is the history/story of this town?
o When was Solvang founded?
o Does anyone speak Danish?
o What does Solvang mean?
o How do you say thank you in Danish?
o Are there many Danish people who live here?
• Wine & Surrounding Areas:
o Do you have a map of the wineries?
o Where is the ostrich farm?
o What else is there to do in the Santa Ynez Valley?
o Do any of the wineries serve food?
April 2026 Questions
• Retail / Scandinavian Products: Is there a store that sells Moomin? Moomin is a popular Finnish character, and visitors were asking about Moomin plushies. • Retail / Character Merchandise: Is there a store that sells Miffy? Miffy is a Dutch character, and visitors were asking about Miffy plushies.
• Retail / Family Shopping: Why don’t you have an all-Scandinavian toy store? • Visitor Center / Family Activities: Can we hang out in the Visitor Center while we figure out our Solvang plan and our kids stay in here and hunt for the eggs? • Trolley / History: Does the trolley tell the history of the town? • Theater / Events: When do the plays and concerts start at Theaterfest? • International Visitors / Currency: Can I get Danish kroner anywhere here? 69 Solvang Visitor Center Report
17 • Family Attractions: Is there a petting zoo here?
• Seasonal Planning: What will be happening here if I bring my family for Christmas Eve? • History / Landmarks: When was the Bit O’ Denmark built? • Town Features: Why are the bells chiming at weird times? • Food / Bakeries: Does anyone sell cardamom bread?
• Food / Dining: Is there a place that has really good waffles — Belgian waffles, that is? • Family Activities / Easter: Can we count all of the eggs to get a prize? • Events / LEGO: Are you really doing a LEGO event?
• Events / LEGO: Will you do the LEGO event again next year? • Travel Planning: Is it busy here during the week of Thanksgiving? We want to come back. • Food / Treats: Where can I get chocolate soft serve?
• Local Area / Residential Life: Do you have a residential area in Solvang where there are houses and apartments?
• Maps / Language Access: Do you have a map in Spanish? • Family Activities: What is there to do for toddlers?
• Events / LEGO: Why is Solvang having a LEGO event?
• Activities / Non-Wine Options: Is there anything to do here besides drink wine? • Retail / Music: Do you have an accordion shop here?
• Food / Breakfast: Where do we get a good breakfast?
• Events / Farmers Market: Is the farmers market every day? • Local History / Artists: What happened to the artist named John Cody? Didn’t he live here? • History / Town Layout: Didn’t Solvang only used to be one street? • Retail / Cuckoo Clocks: Is there a shop with just tons of cuckoo clocks? • Lodging / Wayfinding: How do we find the Wine Valley Inn? • Visitor Amenities: Do you have a water bottle filling station? • Maps / Language Access: Is there a map in Chinese or Mandarin? • Retail / Danish Culture: Is there a shop where we can buy a Danish folk dress like yours? • Events / Fourth of July: Will you be having the Fourth of July party in Solvang this year? • Danish Culture / LEGO: Did you know that LEGO is a Danish company? • Parking: Do we need to pay for parking?
• Danish Heritage: Is this the largest Danish settlement in the United States? • Danish Heritage / California: Are there any other Danish towns in California? • Landmarks: Where is the statue of The Little Mermaid? • Danish Language: Does anyone speak Danish here?
• Danish Heritage / Residents: How many Danish people actually live here? • History / Danish Words: What does the word Atterdag mean? Atterdag Road was named after a King of Denmark. “Atterdag” means “there will be another day.” • Seasonal Events / Julefest: When is your Christmas festival opening weekend? I want to be here for the tree lighting and parade.
• Maps / Language Access: Do you have a map in French?
• Regional Travel: How far is Hearst Castle from here?
• Planning / Time Management: What can we do in two hours? • Local Government: Do you have a mayor in Solvang?
• Danish History / Vikings: Did they have Vikings in Denmark? I thought they were only in Norway. 70 Solvang Visitor Center Report
18 • Events / Visitadores: Where can we watch the Visitadores ride in on Saturday? • Local History / Place Names: What does the word Ynez mean? • Local Area / Architecture: What are the little college cottages on Alisal Road and Mission Drive? • Attractions / Wayfinding: How do we find the Viking ships? • Danish Heritage / Genealogy: My last name is Peterson with an “e.” Does that mean it’s Danish? April Questions Summary
Danish culture and identity: April questions reflected a strong mix of practical trip-planning needs and deeper curiosity about Solvang’s Danish identity. Visitors frequently asked about Danish heritage, history, language, Atterdag Road, Vikings, LEGO, The Little Mermaid, Danish residents, and whether Solvang is the largest Danish settlement in the United States. This suggests that many guests were not only sightseeing, but actively trying to understand what is authentically Danish about Solvang.

Family activities, events, food, and retail: Family-friendly activities and seasonal events were also major April themes. Visitors asked about Easter egg activities, toddlers, petting zoos, LEGO, Theaterfest, Julefest, Fourth of July, Visitadores, Christmas Eve, and activities beyond wine. Food and retail questions were highly specific, with visitors asking about cardamom bread, waffles, chocolate soft serve, breakfast, cuckoo clocks, Scandinavian toys, Moomin, Miffy, Danish folk dress, and LEGO merchandise. These questions show that visitors often arrive with clear expectations of a distinctive Danish, Scandinavian, or family-oriented experience.

Visitor logistics and wayfinding: April also showed continued reliance on the Visitor Center for wayfinding, maps, parking information, transportation guidance, and time-sensitive planning. Repeated questions about free parking, multilingual maps, trolley tickets, what to do in two hours, Hearst Castle, local landmarks, and lodging directions reinforce the Visitor Center’s role as both a planning hub and a cultural information source. Overall, April inquiries suggest that visitors see Solvang as an immersive destination where food, events, family activities, shopping, Danish culture, and practical guidance all shape the guest experience.

May 2026 Questions
• Landmarks: Where is the wind harp?
• Food / Danish Cuisine: Where can we get a Danish meal, and what exactly is a Danish meal? • Events / Farmers Market: Where will the farmers market be? • California History / Missions: What was the purpose of all of the missions? • Transportation: Can I get an Uber here?
• Landmarks / Social Media: Where is the true Solvang sign everyone posts on social media? • Trolley / Tickets: Is this the place to buy tickets for the Trolley 2000? • Transportation / Amtrak: Where do I get an Amtrak ticket for the bus? • Trolley / Tours: How long is the trolley tour?
• Danish History / World War II: Was Denmark occupied during World War II? We saw the candles in the window and wanted to know more about it.
• Food / Breakfast: Where can we get a breakfast burrito? • Food / Bakeries: Is the bear claw in the bakeries here a donut, like the ones in a donut shop? • Food / Donuts: Do you have any donut shops here?
71 Solvang Visitor Center Report
19 • Danish History / World War II: Were Denmark and Norway neutral in World War II? • Danish History / Military: Did Denmark have an army?
• Danish Language / Place Names: What does Solvang mean? • Museums / Attractions: Where are all of your museums? • International Visitors / Denmark: Do you get very many visitors from Denmark, and what do the visitors from Denmark think of Solvang?
• Museums / Wayfinding: How do we get to the California Nature Art Museum? We’re here to see Lulu.
• Museums / Amber: We saw a rack card about amber. Why is there an amber museum here? • Danish Culture / Visitor Planning: The gentleman I brought here is from Denmark. What should we go see and do here that is very Danish?
• Parking / Residential Areas: Is it OK to park in the neighborhoods by all the houses? • Activities / Bike Rentals: Where do we rent those four-person bikes? • Food / Lunch: Where can we go to get just a casual lunch? • Parking: Where do we pay to park in the lot?
• Sports / Dining: Is there anywhere that we can go to see the Dodgers game? • Retail / LEGO: Where can we buy some LEGOs?
• Food / To-Go Options: Where can we get sandwiches to take on the road with us? • Danish Culture / Wine: Are there vineyards in Denmark, and are the Danes wine drinkers? • Retail / Souvenirs: Where can we find keychains with the little wooden shoes on them? • Food / Bakeries: Why aren’t your kringles round? They are all twisted up like a pretzel. We’re from Racine, Wisconsin, and we have lots of kringle there. • Food / Coffee: Where can I get some Turkish coffee?
• Visitor Services / Dining: Can I book a restaurant reservation here at the Visitor Center? • Attractions / Nature: Where is your waterfall?
• Outdoor Activities / Hiking: Do you have any good hiking areas? • Events / Memorial Day: Will there be a Memorial Day service here today? • Tours / Same-Day Activities: Do you have any tours today that I could take? • Museums / Hans Christian Andersen: Did the Hans Christian Andersen Museum move or change, and where is the Hans Christian Andersen Museum now? • Live Music / Same-Day Activities: Is there somewhere here that has live music today? • Wine / Tours: Do you have any wine tours today?
• Landmarks: Where is the clock tower?
• Food / Bakeries: Do any of the bakeries here have baguettes? • Retail / Souvenirs: Does any store have just California T-shirts? May Questions Summary
Cultural curiosity and museums: May questions showed strong visitor interest in Solvang’s Danish identity, local history, museums, food, transportation, and same-day planning. Guests asked about Danish meals, Danish history during World War II, Vikings, the meaning of Solvang, Danish visitors’ impressions of town, the Hans Christian Andersen Museum, the Amber Museum, the California Nature Art Museum, Lulu the troll, and what activities would feel especially Danish for a visitor from Denmark.

These questions suggest that May visitors were looking for more than basic directions; many wanted cultural context, historical explanation, and meaningful ways to connect Solvang with Denmark. 72 Solvang Visitor Center Report
20 Planning, transportation, and landmarks: Practical planning and visitor logistics were also major May themes. Visitors asked about parking in neighborhoods and lots, Uber availability, Amtrak bus tickets, trolley tickets and tour length, same-day tours, live music, wine tours, farmers market location, Memorial Day services, hiking areas, bike rentals, and how to find specific landmarks such as the wind harp, clock tower, Viking ships, waterfalls, and the social media-famous Solvang sign. These recurring questions reinforce the Visitor Center’s role as a central planning point for guests who are trying to make the most of limited time in town.

Food, retail, and visitor expectations: May food and retail inquiries were especially varied, ranging from Danish meals, kringle, bear claws, bakeries, baguettes, donuts, casual lunch, sandwiches to go, Turkish coffee, breakfast burritos, LEGO, keychains, California T-shirts, and souvenir items. The questions show that visitors often arrive with specific expectations shaped by social media, past visits, personal heritage, or comparisons to other food traditions, such as Racine kringle. Overall, May inquiries suggest that visitors saw Solvang as a destination for cultural discovery, food exploration, shopping, family activities, and practical travel support.

June 2026 Questions
• Landmarks / Little Mermaid: Is The Little Mermaid sculpture an exact replica of the one in Copenhagen Harbor?
• Food / Chinese Cuisine: Do you have any Chinese restaurants here? This question came from a Chinese tour group.
• Events / Fourth of July: What events do you have here for the Fourth of July? • Museums / Elverhøj: Is the Elverhøj Museum worth walking down that far to see it? • Dining / Former Restaurants: Our favorite restaurant 30 years ago was The Little Mermaid. Is it still here?
• Attractions / Lulu the Troll: When was Lulu the troll built? • Danish Language: How do you say thank you in Danish?
• Planning / Time Management: What is the best way to see this town in only two hours? • Retail / Souvenirs: Is there a store that sells Solvang necklaces? • Danish Language: How do you say the longest word in Danish? That’s on the “How to Speak Danish” card.
• Visitor Center / Letterboxing: Do you have a letterbox here in the Visitor Center? • Danish Language / Travel Preparation: I’m meeting my girlfriend’s parents, who live in Denmark.

What should I say in Danish when I meet them?
• Food / Danish Licorice: Where can I find Danish licorice? My girlfriend really wants me to try it before we go to Denmark.
• Danish Culture / Travel Preparation: What should I see here to help me get ready for my first trip to Denmark?
• Local Services: Is there a barber shop right here in walking distance? • Theater / Theaterfest: What plays are going to be at the theater? • Local Government / Police: Does Solvang have its own Police Department? • Retail / Souvenirs: Where can we get Solvang stickers? • Trolley / Tours: Is there a guide on the trolley?
• Events / Farmers Market: What time does the farmers market end? 73 Solvang Visitor Center Report
21 • Animals / Alpacas: Where can we see and pet the alpacas? • Banking / Services: Is there a Bank of America here?
• Visitor Center / Facility Questions: What’s wrong with your wall? It has duct tape on it. • Travel Planning / Seasonality: What is your busiest season here? • Weather: How long will it take this fog to burn off? Will it ever burn off? • Retail / Clothing: Where can we buy a hoodie? It’s cold with this fog. • Regional Geography: How far from the ocean are you?
• Visitor Center / Fun Questions: Are you an AI? Twin boys asked that. • Transportation / Road Trips: How do we get from here to San Diego without going through any Los Angeles traffic?
• Maps / California: Do you have a map of California?
• Danish/Dutch History / Currency: Have you ever used poppies as money here because the Danes used poppies for currency a long time ago? The visitor may have been mixing this up with the Dutch use of tulip bulbs.
• Food / Breakfast: Does anyone make chalupas for breakfast here? • Regional Events / SpaceX: When is the next SpaceX launch? • Trolley / Horse-Drawn Trolley: Do you still have the horse-drawn trolley? • Retail / Former Shops: Is the candle carving shop still here? • Retail / Clothing: Where can I buy a bathing suit?
• Food / Groceries: Is there a grocery store with actual groceries in Solvang? • Food / Restaurants: Do you have a restaurant that has a good salad bar? • Visitor Center / Birthday Buttons: It’s my birthday. Do I get a birthday button here? Someone told me to come get one.
• Cycling / Events: Do they still have the Solvang Century in March? • Transportation / Bus Parking: Where is the bus parking? • Food / Dining: Where can I get some good cornbread?
• Outdoor Activities / Lake Cachuma: Does Lake Cachuma rent boats for fishing? • Outdoor Activities / Horseback Riding: Where can we go horseback riding? • Family Activities / Teenagers: My teenage grandsons are coming to visit. What should I do with them?
• Cycling / Routes: Where are the best relaxing cycling routes with no climbs? • Danish Royalty / Visitor Center Décor: Is the King of Denmark in that portrait you have on the wall?
• Food / Danish Specialties: What is the difference between Danish pancakes and aebleskiver? • Theater / Tickets: Can we buy tickets for Theaterfest at the box office? • Hans Christian Andersen / Literature: Didn’t Hans Christian Andersen write the story Cinderella? • Trolley / Horse-Drawn Trolley: Is the horse-drawn trolley running today? • Dining / Former Restaurants: What happened to the Succulent Café? • Food / Restaurants: What restaurants have a full bar? June Questions Summary
Danish culture and travel preparation: June questions reflected strong summer travel activity and a wide range of visitor needs, from cultural curiosity to practical same-day planning. Visitors asked about The Little Mermaid sculpture, Lulu the troll, Hans Christian Andersen, Danish language phrases, Danish 74 Solvang Visitor Center Report
22 licorice, Danish pancakes versus aebleskiver, Danish royalty, Denmark travel preparation, and whether Solvang could help prepare them for a first trip to Denmark. These questions show that many June visitors continued to view Solvang as both a charming California destination and a meaningful connection point to Danish culture.

Practical planning, weather, and geography: Practical planning questions were also especially common in June. Visitors asked how to see town in two hours, where to park buses, whether the trolley had a guide or was still horse-drawn, what time the farmers market ended, where to buy maps, where to find barbers, banks, groceries, bathing suits, hoodies, full-bar restaurants, and how to avoid Los Angeles traffic on the way to San Diego. Weather and geography also became more noticeable themes, with guests asking about fog, distance to the ocean, and seasonal visitation patterns.

Events, recreation, food, and family activities: June also showed strong interest in events, recreation, food, and family activities. Visitors asked about Fourth of July events, Theaterfest, PCPA tickets, SpaceX launches, cycling routes, Lake Cachuma boat rentals, horseback riding, alpacas, teen-friendly activities, birthday buttons, restaurants, bakeries, Chinese food, salad bars, cornbread, chalupas, and Danish food specialties. Overall, June inquiries suggest that summer visitors were highly active planners who wanted to combine Danish culture, family attractions, outdoor recreation, food, theater, shopping, and practical logistics into a memorable Solvang visit.

Buttons and Maps Distribution
As part of ongoing visitor engagement and wayfinding support, the Visitor Center distributes complimentary buttons and printed maps to guests. The following totals reflect items distributed and supplies used during Quarter 2, 2026.

Item Quantity
Birthday Buttons Distributed 61
Anniversary Buttons Distributed 43
Boxes of Maps Emptied 28
For Quarter 2, distribution activity reflected steady visitor engagement through both celebration buttons and printed map use. The Visitor Center distributed 61 birthday buttons and 43 anniversary buttons, for a combined total of 104 celebration buttons. Birthday buttons were the more frequently requested item, making up a little more than half of all buttons distributed. Map usage was also strong, with 28 boxes of maps emptied during the quarter, indicating consistent demand for printed wayfinding materials and continued reliance on in-person visitor assistance.

Map Information
There are approximately 480 maps per box. Maps are available both inside and outside the Visitor Center. They are displayed on the counter, distributed directly to guests, occasionally provided to the Trolley, and supplied to other merchants upon request.

Note: Emptying the map boxes does not indicate that all maps have been distributed or have left the Visitor Center. Additional maps may remain stocked in the racks and on the counter to ensure availability for Solvang guests.
75 Solvang Visitor Center Report
23 Additional Visitor Center Engagement Items and Services Other engagement items and services: In addition to tracked map and button distribution, the Visitor Center regularly provides small complimentary items and interactive guest engagement opportunities that support positive visitor experiences. These may include Solvang stickers, Solvang Bear Hug plushies, small seasonal or holiday items, occasional candy, the Solvang passport stamp for guests who bring travel passports or keepsake books, and a letterbox for visitors who participate in letterboxing and wish to stamp their letterbox pads.

Guest experience value: While exact quantities for these items and interactions are not currently tracked, they are part of the Visitor Center’s regular guest service approach. These small gestures help create welcoming, memorable, and family-friendly interactions, while also giving visitors simple keepsakes and playful ways to connect with Solvang during their visit.

Quarterly Closing Summary
Spring and early summer brought strong visitation, increased activity compared with Quarter 1, and continued engagement from visitors near and far. The Visitor Center assisted 27,612 visitors during Quarter 2, 2026, with guests arriving from throughout California, across the United States, and from many international locations. Visitor feedback and questions showed that Solvang continues to be valued for its Danish culture, distinctive architecture, bakeries, history, museums, events, theater, trolls, wine country access, family-friendly activities, and welcoming small-town atmosphere.

During this period, the Visitor Center also served as both a practical planning hub and a cultural connection point. Guests relied on the team for maps, wayfinding, parking and transportation guidance, local recommendations, event information, multilingual support, and help making the most of limited time in town. In addition to tracked map and button distribution, regular engagement items such as stickers, small giveaways, the Solvang passport stamp, and the letterbox activity helped create memorable and personal guest interactions.

Overall, visitors are not only coming to see Solvang, but also to understand it, celebrate it, photograph it, taste it, and connect it to personal memories, family travel, Danish heritage, and future trips. These patterns reinforce the continued value of the Visitor Center’s in-person support and the importance of pairing practical visitor services with warm hospitality, cultural interpretation, and local knowledge.

Team commitment: The Solvang Hygge Huset Team at the Visitor Center remains dedicated to making a meaningful difference for the guests and residents who seek our assistance. We are also committed to coordinating with the Solvang marketing team and working collaboratively to enhance our city.

Thank you, Solvang, for allowing us to serve our special community. 76 CITY COUNCIL STAFF REPORT
AGENDA ITEM: 6.f
MEETING DATE: August 10, 2026
SUBJECT: Approval of the Updated Sewer System Management Plan (SSMP) PREPARED BY: Jose Acosta, Utilities Director
DISCUSSION:

The 2026 Sewer System Management Plan (SSMP) represents the City's periodic review and update of its wastewater collection system management program to maintain continued compliance with State Water Resources Control Board (SWRCB) requirements and industry best practices. State Water Resources Control Board Order No. 2022-0103-DWQ establishes a statewide framework intended to reduce sanitary sewer overflows (SSOs) and requires wastewater agencies to develop, maintain, and periodically update an SSMP that addresses system management, operation, maintenance, and overflow response.

While the 2026 update includes a review of the overall document, the revisions primarily focus on updates to the City's operation and maintenance program, capital improvement planning, design and construction standards, grease control program, sewer system evaluation, and implementation schedules. As noted in the Revision 4 Notice of the SSMP, ongoing policy discussions, operational changes, and implementation decisions—such as agreements with adjacent agencies and policies affecting water softener usage—may not yet be fully reflected throughout the document and will continue to be incorporated as those initiatives are finalized.

In addition, organizational information and contact information were updated, where necessary, to reflect current staffing assignments, management structure, emergency contacts, and reporting responsibilities associated with sanitary sewer overflow reporting and regulatory compliance. These revisions provide an updated record of the City's organizational structure and operational responsibilities and support the General Order requirement that agencies identify personnel responsible for implementing SSMP measures and reporting overflow events. City staff have also continued to maintain the collection system through proactive maintenance and monitoring efforts, contributing to a strong operational record with no recent sanitary sewer overflow events.

Additional updates were incorporated into Section 7 (FOG Control Program) and Section 8 (System Evaluation and Capacity Assurance Plan) to reflect current program information, system conditions, and planned infrastructure improvements. These revisions include updates related to fats, oils, and grease (FOG) control, infiltration and inflow reduction efforts, salt management activities, capacity planning, and identified capital improvement projects. The General Order requires agencies to evaluate system capacity, identify deficiencies, and implement appropriate measures to prevent overflows and maintain reliable operation of the collection system. Consistent with these objectives, the 2026 SSMP documents ongoing rehabilitation and replacement of aging infrastructure and other collection system improvements, providing an updated record of the City's wastewater system condition and planned improvement activities.
1 The SSMP has undergone several revisions since its original development in 2010, with comprehensive updates completed in 2015, 2020, targeted revisions in 2023, and the current Revision 4 update completed in 2026.

State Water Resources Control Board regulations require the City's governing body to approve the Sewer System Management Plan and significant updates. Approval for this SSMP is only for the sections revised during this recent update. Council approval of the 2026 SSMP satisfies this requirement and authorizes staff to implement and maintain the updated plan.

Approval of the updated SSMP demonstrates the City's continued commitment to responsible management of its wastewater collection system, protection of public health and the environment, and compliance with applicable State regulations.

RECOMMENDED MOTION:

I move the Council to approve the 2026 Update to the City of Solvang Sewer System Management Plan (SSMP) and authorize staff to implement and maintain the updated plan.

ALTERNATIVES:

The City Council could not approve the updated SSMP and provide staff with alternative direction.

FISCAL IMPACT:

There is no direct fiscal impact associated with approval of the 2026 Sewer System Management Plan Update. However, failure to comply with the regulation could result in fines and/or sanctions by the State.

ATTACHMENTS:

Solvang 2026 SSMP Update DRAFT
2 City of Solvang
Sewer System Management Plan
Cannon
July 2026
Prepared for
3 SEWER SYSTEM MANAGEMENT PLAN
(Revision No. 4)
City of Solvang
Utility Department
411 Second Street
Solvang, CA 93463
July 2026
Prepared by:
4 City of Solvang
Sewer System Management Plan
The following is a summary of revisions that have been made to this document.

Revision
No.

Section Description Date
Revised
By
0 All Document creation 4/2010 City Staff/Cannon
1 All 2015 Update 6/2015 City Staff/Cannon
2 All 2020 Update 6/2020 City Staff/Cannon
3 Intro, Definitions,
2, and 6 2023 Update 9/2023 City Staff/Cannon
4 All 2026 Update 7/2026 City Staff/Cannon

Revision 4 Notice:

This SSMP update provides a comprehensive review and revision of the document. The primary sections that were updated in Revision 4 are summarized below. Readers should recognize that ongoing policy discussions, operational changes, and implementation decisions--such as agreements with adjacent agencies, policies affecting water softeners usage, etc.--may not be fully reflected throughout the document.

Updates were primarily:
• Section 4.3: Operation and Maintenance Program
• Table 4-1: Capital Improvement Program, Sanitary Sewer, FY2020 through FY2025 • Table 4-2: Capital Improvement Program, Sanitary Sewer, Fy26/27 through FY36/37 • Section 5.3: Design and Construction Standards for Sewers, Pumps and Appurtenances • Appendix 5A: Design Guidelines for Water and Sewer Facilities • Appendix 5B: City Construction Standards
• Appendix 7C: Grease Trap Standard Detail, Drawing No. 612 • Section 8.3: Sewer System Evaluation
• Section 8.6: Schedules
5 City of Solvang
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TABLE OF CONTENTS
Introduction
Definitions/Abbreviations/Acronyms
Section 1. Goals
Section 2. Organization
Section 3. Legal Authority
Appendix 3-A. City of Solvang City Code, Title 9, Chapters 1 and 2 Appendix 3-B. Agreements with Satellite Agencies
Section 4. Operation and Maintenance Program
Appendix 4-A. City of Solvang Sewer Atlas System
Appendix 4-B. Standard Operating Procedures “Hydro Jet Operator” Section 5. Design and Performance Provisions
Appendix 5-A. Design Guidelines for Water and Sewer Facilities Appendix 5-B. City Construction Standards
Section 6. Overflow Emergency Response Plan
Appendix 6-A. Notification, Monitoring, Reporting, and Recordkeeping Requirements
Appendix 6-B. Sewage Spill Report
Section 7. FOG Control Program
Appendix 7-A. Brochure “A Guide for Restaurant Managers” Appendix 7-B. Kitchen, Restaurant & Deli Best Management Practices Fact Sheet
Appendix 7-C. Grease Trap Standard Detail Drawing No. 609 Section 8. System Evaluation and Capacity Assurance Plan Section 9. Monitoring Measurement and Plan Modifications Section 10. SSMP Program Audits
Section 11. Communication Program
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INTRODUCTION
A Sewer System Management Plan (SSMP) is defined as a document that describes the activities an agency uses to effectively manage its wastewater collection system with the ultimate goal of protecting human health and the environment. Effective management of a wastewater collection system includes the following:
• Maintaining or improving the condition of the collection system infrastructure in order to provide reliable service into the future;
• Cost-effectively minimizing infiltration/inflow (I/I) and providing adequate sewer capacity to accommodate design storm flows; and
• Minimizing the number and impact of sanitary sewer overflows (SSO’s) that occur.

In order to achieve these management objectives, the State Water Resources Control Board and its subsidiary Regional Water Quality Control Boards require that each wastewater collection system agency develop and implement its own unique SSMP.

The City of Solvang has prepared the following SSMP in accordance with the guidelines of the California Water Environment Association (CWEA). The resultant document is a compendium of the existing policies, procedures, and activities that are included in the planning, management, operation, and maintenance of the City’s sanitary sewer system.

The structure (section numbering and nomenclature) of this SSMP follows the General Waste Discharge Requirements for Wastewater Collection Agencies (GWDR), State Water Resources Control Board Order Number 2022-0103-DWQ, dated December 2, 2022. This new order supersedes the previous work order, 2006-0003-DWQ dated May 2, 2006, and the amended MRP Order Number WQ 2013-0058-EXEC.

In summary, the required elements of this SSMP are the following:

1. Collection system management goals.

2. Organization of personnel, including the chain of command and communications.

3. Legal authority for permitting flows into the system; inflow/infiltration control and enforcement for proper design, installation, and testing standards; and inspection requirements for new and rehabilitated sewers.

4. Operations and maintenance activities to maintain the wastewater collection system.

5. Design and performance provisions.

6. A spill emergency response plan.

7. A Fats, Oils, and Greases (FOG) control program.

8. A system evaluation and capacity assurance program.

9. A monitoring, measurement, and modifications plan for SSMP program effectiveness.

10. Periodic internal SSMP audits.

11. A SSMP communication program.
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DEFINITIONS/ABBREVIATIONS/ACRONYMS
Terms That Appear in This Guide (Glossary)
Some terms and acronyms used in this document (and/or the Statewide GWDR), along with their definitions, are as follows:

Authorized Representative – The person designated, for a municipality, state, federal or other public agency, as either a principal executive officer of ranking elected official, or a duly authorized representative of that person.

Bay Area Clean Water Association (BACWA) – BACWA is comprised of local governmental agencies that are leaders in urban water resource management and public stewardship of the San Francisco Bay water quality. BACWA members own and operate publicly owned treatment works (POTW's) that discharge to the waters of the San Francisco Bay Estuary. Together, the BACWA’s members serve over 5 million people in the nine county Bay Areas, treating all domestic, commercial, and a significant amount of industrial wastewater. BACWA was formed to develop a region-wide understanding of the watershed protection and enhancement needs through reliance on sound technical, scientific, environmental, and economic information, and to ensure that this understanding leads to long-term stewardship of the San Francisco Bay Estuary.

Blockage – Something that partially or fully blocks the wastewater from flowing through a sewer pipeline. The blockage can be caused by debris in the sewer, grease buildup, root intrusion, or a partial or full collapse of the pipeline. If not caught in time, the blockage may cause an overflow.

This is also called a stoppage.

California Association of Sanitation Agencies (CASA) – CASA is a non-profit, statewide trade association representing 16 public agencies that provide wastewater collection, treatment, disposal, and water reclamation services to 90 percent of the sewered population in California.

CASA’s mission is to provide proactive leadership, innovative solutions, timely education and information to members, legislators, and the public, and to promote partnerships on wastewater issues with other organizations so that sound public health and environmental goals may be achieved. Website: http://casaweb.org/
California Water Environment Association (CWEA) – CWEA is an association of 8,000-plus professionals in the wastewater industry. CWEA is committed to keeping California’s water clean. CWEA trains and certifies wastewater professionals, disseminates technical information, and promotes sound policies to benefit society through protection and enhancement of the water environment. CWEA offers services at the state level and locally through 17 geographical local sections. Through their on-line bookstore, CWEA offers technical references for sewer system operation and maintenance. Website: http://www.cwea.org/ Central Valley Clean Water Association (CVCWA) – CVCWA is an association comprised of over 50 wastewater treatment and collection system agencies. CVCWA’s mission is to 8 Definitions/Abbreviations/Acronyms
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effectively represent the interests of public wastewater agencies in the Central Valley in regulatory matters and to support the exchange of information so members can best meet their business challenges. Website: http://www.cvcwa.org
Central Valley Regional Water Quality Control Board – Also known as Regional Water Board or RWQCB. The mission of this state regulatory agency is to: preserve, enhance and restore the quality of California’s water resources, and ensure their proper allocation and efficient use for the benefit of present and future generations. Website: http://waterboards.ca.gov/centralvalley/ CIP – Capital Improvement Plan
Dynamic Model – Computer hydraulic model simulation which solves the complete dynamic flow routing equations (St. Venant’s equations) for accurate simulation of backwater, looped connections, surcharging, and pressure flow in a collection system.

Enrollee – The legal public entity that owns a sanitary sewer system, as defined by the GWDR, which has submitted a complete and approved application for coverage under the GWDR. This is also called a sewer system agency or wastewater collection system agency.

Fats, Oils and Grease (FOG) – Fats, oils, and grease that are discharged into the sanitary sewer collection system by food service establishments (FSE), homes, apartments, and other sources. FOG is a major cause of blockages leading to increased maintenance and sometimes SSO’s.

FOG Control Program – To be implemented at the Enrollee’s discretion. May include public education program; plan and schedule for the disposal of FOG; legal authority to prohibit FOG related discharges; requirement to install grease removal devices; authority to inspect grease producing facilities; identification of sanitary sewer system sections subject to FOG blockages and the establishment of a cleaning schedule for each section; development and implementation of source control measures for all sources of FOG.

Geographical Information System (GIS) – A database linked with mapping, which includes various layers of information used by government officials. Examples of information found on a GIS can include a sewer map; sewer features such as pipe location, diameter, material, condition, last date cleaned or repaired. The GIS also typically contains base information such as streets and parcels.

Governing Board – This is the governing board of the sewer entity developing the SSMP.

Examples would be the Board of Directors, the City Council, or the County Board of Supervisors.

General Waste Discharge Requirements (GWDR) (WDR) – Similar to a NPDES permit but with significant differences. A WDR is an authorization to discharge waste with certain conditions, which can be issued on an individual basis or to a group of dischargers. Unlike NPDES permits, WDR's do not sunset, and are most commonly issued by the Regional Water Boards. The 9 Definitions/Abbreviations/Acronyms
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Statewide General WDR for Sanitary Sewer Systems was adopted by the SWCRB and will be implemented by the Regional Water Boards and SWRCB.

Groundwater Induced Infiltration (GWI) – Infiltration attributed to groundwater entering the sewer system.

Infiltration – The seepage of groundwater into a sewer system, including service connections.

Seepage frequently occurs through defective or cracked pipes, pipe joints, connections, or manhole walls and joints.

Inflow – Water discharged into a sewer system and service connections from such sources as, but not limited to: roof leaders, cellars, yard and area drains, foundation drains, cooling water discharges, drains from springs and swampy areas, areas around manhole covers or through holes in the covers, cross connections from storm and combined sewer system, catch basins, storm waters, surface runoff, street wash waters, and/or drainage. Inflow differs from infiltration in that it is a direct discharge into the sewer rather than a leak into the sewer itself.

I/I – Infiltration and Inflow
Lateral – The portion of sewer that connects a home or business with the main line in the street.

Sometimes sewer system agencies own or maintain a portion of the lateral.

Upper Lateral: Portion of lateral from building to property line (or easement line), usually privately owned and maintained.

Lower Lateral: Portion of lateral from property line (or easement line) to sewer mainline in the street or easement. This portion of the lateral is sometimes privately owned and maintained and sometimes publicly owned and maintained.

MRP – Monitoring and Reporting Program. The Monitoring and Reporting Program established in the WDR that establishes monitoring, record keeping, reporting, and public notification requirements for the GWDR.

OERP – Overflow Emergency Response Plan – Identifies measures to protect public health and the environment. A plan must include the following: notification procedure, appropriate response plan, regulatory notification procedures, employee training plan, procedures to address emergency operations, and a program that ensures all reasonable steps are taken to contain and prevent discharges.

Private Lateral – That portion of the Lateral that is owned and maintained by the private property owner that it serves. Based on an individual agency’s ordinance, this may just be the Upper Lateral or can include the Lower Lateral.

Preventative Maintenance – Regularly scheduled servicing of machinery, infrastructure or other equipment using appropriate tools, tests, and lubricants. This type of maintenance can prolong the useful life of equipment, infrastructure, and machinery, and increase its efficiency by 10 Definitions/Abbreviations/Acronyms
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detecting and correcting problems before they cause a breakdown of the equipment or infrastructure failure.

R-Value – The amount of rainfall that reaches the collection system via infiltration and inflow.

This value is typically expressed as a percentage of total rainfall volume that reaches the collection system.

Rainfall Dependent Infiltration and Inflow (RDII) – Infiltration and Inflow that is attributed directly to rainfall.

Regional Water Board – Short name for any of the nine regional boards including the San Francisco Bay Area Regional Water Quality Control Board and the Central Valley Regional Water Quality Control Board.

Rehabilitation and Replacement Plan (also referred to as Capital Improvement Plan) – Identifies and prioritizes system deficiencies and implements short-term and long-term rehabilitation actions to address each deficiency.

Sanitary Sewer Overflow (SSO) – The Statewide GWDR defines an SSO as any overflow, spill, release, discharge, or diversion of untreated or partially treated wastewater from a sanitary sewer system, including overflows or releases that reach waters of the United States, overflows or releases that do not reach water of the United States, and backups into buildings and/or private property caused by conditions within the publicly owned portion of the sewer system.

Sanitary Sewer Overflow Categories –
Category 1 – Discharges of untreated or partially treated wastewater of any volume resulting from an enrollee’s sanitary sewer system failure or flow condition that:

Reach surface water and/or reach a drainage channel tributary to a surface water; or Reach a MS4 and are not fully captured and returned to the sanitary sewer system or not otherwise captured and disposed of properly. Any volume of wastewater not recovered from the MS4 is considered to have reached surface water unless the storm drain system discharges to a dedicated storm water or groundwater infiltration basin.

Category 2 – Discharges of untreated or partially treated wastewater greater than or equal to 1,000 gallons resulting from an enrollee’s sanitary sewer system failure or flow condition that do not reach a surface water, a drainage channel, or the MS4 unless the entire SSO volume discharged to the storm drain system is fully recovered and disposed of properly.

Category 3 – Discharges of untreated or partially treated wastewater greater than or equal to 50 gallons and less than 1,000 gallons resulting from an enrollee’s sanitary sewer system failure or flow condition that do not reach a surface water, a drainage channel, or the MS4 unless the entire SSO volume discharged to the storm drain system is fully recovered and disposed of properly.

Category 4 – Discharges of untreated or partially treated wastewater less than 50 gallons resulting from an enrollee’s sanitary sewer system failure or flow condition that do not reach a surface water, a drainage channel, or the MS4 unless the entire SSO volume discharged to the storm drain system is fully recovered and disposed of properly. 11 Definitions/Abbreviations/Acronyms
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Private Lateral Sewage Discharges (PLSD) – Sewage discharges that are caused by blockages or other problems within a privately owned sewer lateral connected to the enrollee’s sanitary sewer system or from other private sewer assets. PLSDs that the enrollee becomes aware of may be voluntarily reported to the California Integrated Water Quality System (CIWQS) Online SSO Database.

Sanitary Sewer Systems – Any system of pipes, pump stations, sewer lines, or other conveyances, upstream of a wastewater treatment plant headworks used to collect and convey wastewater to the publicly owned treatment facility. Temporary storage and conveyance facilities are considered to be part of the sanitary sewer system and discharges into these temporary storage facilities are not to be considered SSO’s.

Satellite Collection System – The portion, if any, of a sanitary sewer system owned or operated by a different public agency than the agency that owns and operates the wastewater treatment facility to which the sanitary sewer system is tributary.

Sewer System Management Plan – SSMP – A series of written site specific programs that address how a collection system owner/operator conducts their daily business as is outlined in the WDR. Each SSMP is unique for an individual discharger. The plan includes provisions to provide proper and efficient management, operation, and maintenance of sanitary sewer system while taking into consideration risk management and cost benefit analysis. The plan must also contain a spill response plan. Certification is offered by technically qualified and experienced persons and provides a useful cost effective means for ensuring that SSMP's are developed and implemented appropriately.

Southern California Alliance of Publicly Owned Treatment Works (SCAP) – SCAP is a non-profit organization comprised of Publicly Owned Treatment Works (POTW's) including wastewater treatment plants (WWTP) and public collection system owner/operators dedicated to assisting its member cities and agencies in achieving regulatory compliance. Website: http://scap1.org/ State Water Resources Control Board – Also called the State Board. This is the State agency that developed and passed the GWDR for collection systems and the agency that maintains the SSO reporting web site.

Static Model – A computer hydraulic model that uses the Manning’s Equation to determine hydraulic capacity of the gravity pipelines and either the Manning’s or Hazen-Williams Equations to determine the hydraulic capacity of the pressure pipeline system. The capacity is compared to the peak hydraulic flow in the system to determine potential deficiencies. The static model assumes the peak hydraulic flow occurs at all locations within the collection system at the same time.

Stoppage – Something that partially or fully blocks the wastewater from flowing through a sewer pipeline. A stoppage can be caused by debris in the sewer, grease buildup, root intrusion, or a partial or full collapse of the pipeline. If not caught in time, a stoppage may cause an overflow.

This is also called a blockage.
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System Evaluation and Capacity Assurance Plan – A required component of an agency’s SSMP and an important part of any agency’s overall Capital Improvement Plan that provides hydraulic capacity of key sanitary sewer system elements for dry weather peak flow conditions, as well as the appropriate design storm or wet weather event.

Wastewater Collection System – See Sanitary Sewer System. 13 Goals
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SECTION 1. GOALS

1.1 Introduction
This section of the Sewer System Management Plan (SSMP) identifies goals the City has set for the management, operation and maintenance of the sewer system and discusses the role of the SSMP in supporting these goals. These goals provide focus for City Staff to continue high-quality work and to implement improvements in the management of the City’s wastewater collection system. This section fulfills the Goals requirement of the General Waste Discharge Requirements (GWDR) of the State Water Resources Control Board (SWRCB) Element 1 SSMP Requirements.

1.2 Regulatory Requirements for Goals Section
The summarized requirements for the Goals section of the SSMP are:

GWDR (Element 1 - Goals) Requirement:

The collection system agency must develop goals to properly manage, operate, and maintain all parts of its wastewater collection system in order to reduce and prevent SSO’s, as well as mitigate any SSO’s that occur.

Each wastewater collection system agency shall develop goals for the Sewer System Management Plan as follows:
• To properly manage, operate, and maintain all parts of the wastewater collection system;
• To provide adequate capacity to convey peak flows;
• To minimize the frequency of sanitary sewer overflows (SSO’s); and • To mitigate the impact of SSO’s.

1.3 SSMP Goals
The goals of the City of Solvang SSMP are to:
• Properly manage, operate, and maintain the wastewater collection system; • Maintain design construction standards and specifications for the installation of new wastewater systems;
• Verify the wastewater collection system has adequate capacity to convey sewage during peak events;
• Minimize the frequency of sanitary sewer overflows;
• Respond to sanitary sewer overflows quickly and mitigate the impact of overflows; • Provide training on a regular basis for staff in collection system maintenance and operations;
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• Encourage and support participation in the California Water Environment Associations’ voluntary Wastewater Certification Program and on-going training programs;
• Maintain a Fats, Oil, and Grease (FOG) program to limit fats, oils, grease, and other debris that may cause blockages in the sewer collection system; • Identify and prioritize structural deficiencies and implement short-term and long-term maintenance and rehabilitation actions to address each deficiency; • Prevent public health hazards;
• Minimize inconveniences by responsibly handling interruptions in service; • Convey wastewater to treatment facilities with a minimum of infiltration, inflow, and ex-filtration;
• Use funds available for sewer operations in the most efficient manner; • Perform all operations in a safe manner to avoid personal injury and property damage;
• Meet all applicable regulatory notification and reporting requirements; • Educate and communicate with Public regarding the importance of Community Involvement and Support in the SSMP program; and,
• Provide excellent customer service.

This SSMP supplements and supports the City’s existing Operations & Maintenance program and goals by providing high-level, consolidated guidelines and procedures for all aspects of the City’s sewer system management. The SSMP will contribute to the proper management of the collection system and assist the City in minimizing the frequency and impacts of SSO’s by providing guidance for appropriate maintenance, capacity management, and emergency response.
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SECTION 2. ORGANIZATION

2.1 Introduction
This section of the SSMP identifies City Staff who are responsible for implementing this SSMP, responding to SSO events, and meeting the SSO reporting requirements. This section also includes the designation of the Authorized Representative to meet SWRCB requirements for completing and certifying spill reports. This section fulfills the Organization requirement of the GWDR Element 2 - Organization SSMP Requirements.

2.2 Regulatory Requirements for Organization Section
The summarized requirements for the Organization section of the SSMP are:

GWDR (Element 2 - Organization) Requirement:

The collection system agency’s SSMP must identify:
• The name of the responsible or authorized representative; • The names and telephone numbers for management, administrative, and maintenance positions responsible for implementing specific measures in the SSMP program. Include lines of authority as shown in an organization chart or similar document with a narrative explanation; and
• The chain of communication for reporting SSO’s, from receipt of a complaint or other information, including the person responsible for reporting SSO’s to the State and Regional Water Board and other agencies if applicable (such as County Health Officer, County Environmental Health Agency, and/or State Office of Emergency Services (OES)).

2.3 Organization

2.3.1 Reporting Structure
The City of Solvang is operated under a City Council/City Manager form of government. The City Manager reports to the Council and is responsible for city-wide operations. The Utility Director reports to the City Manager and is responsible for the Water and Wastewater Divisions and provides updates to the City Council on the status of water and wastewater operations.

The Wastewater Supervisor is responsible for the daily operation of the collection system and the wastewater treatment plant. Wastewater operators (Operators) report to and are given direction from the Wastewater Supervisor.

The organization chart for the management, operation, and maintenance of the City’s wastewater collection system is shown on Figure 2-1.
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Figure 2-1. Organization Chart

WASTEWATER DIVISION WATER DIVISION

UTILITY DIRECTOR
Jose Acosta

WASTEWATER SUPERVISOR (IV)
Nathan Giacinto

WATER SUPERVISOR
Mike Mathews

CITY MANAGER
Randy Murphy

WASTEWATER LEAD OPERATOR (IV)
Trevor Holley

WASTEWATER OPERATOR (I)
Cesar Avila

WASTEWATER OPERATOR (II)
Jeff Morss

WATER LEAD OPERATOR
Andrew Guynn

WATER OPERATOR
David Weberg

WASTEWATER OPERATOR (II)
Frank Pacheco (I)

COLLECTION SYSTEM OPERATOR
Nathan Ortiz

WATER OPERATOR
Anthony DeDios

WATER OPERATOR
Andrew Griggs
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2.3.2 Service Calls/Sanitary Sewer Overflow Reporting
Service Calls:

The City of Solvang operates two main communication centers (City Hall and Police Dispatch) that receive calls from the general public. During normal business hours (7:00 a.m. to 4:00 p.m., Monday through Friday) City Hall transfers wastewater related phone calls to the Wastewater Treatment Plant Operations Center. During all other hours, phone calls to City Hall are automatically transferred to the ON CALL Operators’ Cell phone.

The collection system and treatment plant is staffed from 7:00 a.m. to 4:00 p.m. Monday through Friday, and 4 hours on Saturday and Sunday. Operators are designated weekly to carry a cellular telephone for after hour emergencies. Operators while “ON CALL” are required to remain within a 30-minute response zone. (Note: The City has an automated telephone system which notifies the ON CALL operator and supervisor for after hour emergencies.) ON CALL duty begins and ends on Friday. ON CALL time will begin at 4:00p.m. on Friday, and ends at 7:00 a.m. the following Friday. ON CALL assignments will be designated at least one month in advance, and posted at the treatment plant.

Operators may change ON CALL assignments (trade ON CALL days) with advanced approval from the Wastewater Supervisor. The Operator who is designated ON CALL is required to test the telephone by activating it during the first day of his/her rotation.

The ON CALL Operator is required to carry the wastewater division cellular telephone at all times. Immediately after Operators receive a call, they shall call the telephone number sent on the telephone, and acknowledge receipt of the call. The Operator shall respond to the emergency as required.

In the absence of the Wastewater Supervisor (after hours), Operators are responsible to respond as required for collection system and wastewater treatment plant emergencies. A situation may occur where an Operator will need specialized equipment, physical assistance, and (or) technical advice. If needed, Operators may call in water system operators, other employees, and/or contractors for assistance during an emergency. Operators are instructed to contact the Wastewater Supervisor in case of any emergency. If the Supervisor cannot be reached, operators are instructed to contact the Director of Public Works. If the Director of Public Works is not available, contact the City Manager. The Lead Operator acts as the supervisor when the Wastewater Supervisor is not present. 18 Organization
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Sanitary Sewer Overflow Reporting:

Upon receiving the information, the Wastewater Operator on duty will evaluate the situation and determine if additional help is necessary. The Wastewater Operator on duty must notify the Wastewater Supervisor if:
• An SSO has occurred;
• The SSO is 1,000 gallons or more;
• The SSO enters surface water or drainage channel;
• The SSO causes property damage or flooding in a home structure; or • The SSO constitutes an imminent danger to the public or environment (i.e. pathways, bike trails, busy intersections, etc.)
The Wastewater Operator on duty shall document all spills in the following reports and actions.

The reports shall be forwarded to the Wastewater Supervisor for investigation and/or follow-up. • Day Log
• Vac-Con Log
• Sewer Spill Report Form (RWQCB)
• Documented on the CIWQS website by the Wastewater Supervisor • Phone calls to OES
• Fax to RWQCB, CEH
Under special circumstances, the Wastewater Supervisor or Lead Operator will notify RWQCB and CEH by telephone of the spill.

2.3.3 Authorized Representative
The City’s Authorized Representative in all wastewater collection system matters is the Utility Director. The Director of Public Works is authorized to certify electronic spill reports submitted to the SWRCB.

The Wastewater Supervisor is authorized to act in the Director’s absence. The Wastewater Supervisor is authorized to submit SSO reports to the appropriate government agencies.

2.3.4 Responsibility for SSMP Development, Implementation, and Maintenance The Utility Director is responsible for implementing all elements of this SSMP. The Wastewater Supervisor has the responsibility for developing, periodically auditing, and maintaining the City’s SSMP. The Wastewater Supervisor may delegate the responsibility for developing, periodically auditing, and maintaining portions of this SSMP to his/her staff.

2.3.5 SSO Reporting Chain of Communication
Figure 2-2 contains a flowchart depicting the chain of communication for responding to and reporting SSO’s, from observation of an SSO to reporting the SSO to the appropriate regulatory agencies. Table 2-1 lists contact phone numbers for the parties included in the chain of communication. The SSO Reporting process is described in more detail in Section 6: Overflow Emergency Response Plan.
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Table 2-1. Contact Numbers for SSO Chain of Communication

CONTACT TELEPHONE NUMBER
City of Solvang, Administration/City Hall (805) 688-5575 City of Solvang, Wastewater Treatment Plant (805) 688-6997 City of Solvang, Police Department Dispatch (805) 686-5000 Utilities Director, Jose Acosta (805) 588-9954
Wastewater Supervisor (IV), Nathan Giacinto (805) 588-4664 Wastewater Lead Operator (IV), Trevor Holley (805) 757-2837 Wastewater Operator (I), Cesar Avila (805) 325-8041
Wastewater Operator (II), Jeff Morss (805) 588-5943
Wastewater Operator (II), Frank Pacheco (I) (805) 588-1898 Collection System Operator, Nathan Oritz (805)-894-9269 20 Organization
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Figure 2-2. SSO Response Chain of Communication
If hazardous substances
are involved
If hazardous substances
are involved
After hours, City Hall
message directs caller
to on call Operator Not
Police

OBSERVER PUMP STATION ALARM

CITY HALL

WASTEWATER

TREATMENT PLANT

WASTEWATER DIVISION

WASTEWATER

SUPERVISOR

WASTEWATER LEAD

OPERATOR

SSO NOTIFICATION

AND REPORTING TO

APPROPRIATE

AGENCIES

POLICE DEPARTMENT

DISPATCH CENTER

SEWER ON-CALL

PERSONNEL

SEWER MAINTENANCE
CREW

UTILITY

DIRECTOR

FIRE DEPARTMENT
21 Legal Authority
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SECTION 3. LEGAL AUTHORITY

3.1 Introduction
This section of the SSMP discusses the City’s Legal Authority, including the Municipal Code and agreements with other agencies. This section fulfills the Legal Authority requirement of the GWDR Element 3 – Legal Authority SSMP Requirements.

3.2 Regulatory Requirements for Organization Section
The summarized requirements for the Legal Authority section of the SSMP are:

GWDR (Element 3 – Legal Authority) Requirement:

The wastewater collection system agency must demonstrate, through collection system use ordinances, service agreements, or other legally binding procedures, that it possesses the necessary legal authority to:
• Prevent illicit discharges into its wastewater collection system (examples may include infiltration and inflow (I/I), storm water, chemical dumping, unauthorized debris and cut roots, etc.);
• Require that sewer and connections be properly designed and constructed; • Ensure access for maintenance, inspection, or repairs for portions of the lateral owned or maintained by the City;
• Limit the discharge of fats, oils, and grease and other debris that may cause blockages; • Enforce violation of its sewer ordinances;
• Authority to inspect grease producing dischargers; and • Authority to enforce sewer-related ordinances.

3.3 Municipal Code
The City of Solvang’s Sewer Code, Title 9, Chapters 1 and 2, describes the City’s current legal authorities. The legal authorities provided by the Sewer Code and other sources that address the regulatory requirements are summarized on Table 3-1. A copy of the current version of Chapters 1 and 2 is included in Appendix 3-A and shows updates in red since the 2015 SSMP Update.
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Table 3-1. Summary of Legal Authority in Municipal Code and Other Sources

REQUIREMENT MUNICIPAL CODE

REFERENCE

MEETS GWDR
REQUIREMENTS?
General
Prevent illicit discharges into the wastewater
collection system
Section 9-2C-1
Section 9-2C-2
Yes
Limit the discharge of fats, oils, and grease and
other debris that may cause blockages
Section 9-2C-2 (B) Yes
Require that sewer and connections be properly
designed and constructed
Section 9-2A-2
Section 9-2B-5
Yes
Water softening and conditioning equipment Section 9-2C-9 Yes Require proper installation, testing, and inspection
of new and rehabilitated sewers
Section 9-2D-7 Yes
Laterals
Clearly define City responsibility and policies Section 9-2-4 Section 9-2A-4
Yes
Ensure access for maintenance, inspection, or
repairs for portions of the service lateral owned or
maintained by the City
Section 9-2-4 (B) Yes
Control infiltration and inflow (I/I) from private
service laterals
Section 9-2C-1
City Standard Plan #609
Yes
FOG Source Control
Requirements to install grease removal devices
(such as traps or interceptors), design standards
for the grease removal devices, maintenance
requirements, BMP requirements, record keeping
and reporting requirements
Section 9-2C-3 (A)
Section 9-2C-3 (B)
City Standard Plan #612
Yes
Authority to inspect grease producing facilities Section 9-2C-3 (A) Section 9-2D-7
Yes
Enforcement
Enforce any violation of its sewer ordinances Section 9-2-4 (B) Section 9-2E-6
Section 9-2E-7
Section 9-2E-8
Section 9-2E-9
Yes
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3.4 Agreements with Satellite Agencies
Santa Ynez Community Services District
The Santa Ynez Community Services District’s (SYCSD) wastewater collection system discharges into the Fjord Lift Station just prior to discharging into the wastewater treatment plant. The City has a written agreement with the District regarding the joint use of certain facilities. A copy of the agreement is included as Appendix 3-B.

The City of Solvang Wastewater Treatment Plant (Plant) has a design and permit capacity rating of 1.5 million gallons per day (mgd) as reported in the 2004 WWTP Facility Plan and the Waste Discharge Requirements (WDR) Order No. R3-2007-0069. The City of Solvang and SYCSD currently rely on the Plant to serve their respective communities. SYCSD, through an interagency agreement with Solvang, has purchased capacity rights to 0.30 mgd (20%) of the Plant’s 1.5 mgd capacity and is restricted to using up to 95% of their purchased capacity. In addition, 0.088 mgd of SYCSD’s capacity is reserved for the Santa Ynez Band of Mission Indians (Band).

In late 2015 in a letter from SYCSD to the City, the District stated their intentions to annex 525 parcels within the District’s Sphere of Influence that were not at the time connected to the public sewer system and requested to purchase an additional 120,000 gallons per day capacity in the Plant. In response to this request, the City commissioned and finalized a study (Technical Memorandum – Remaining Capacity, Cannon, 2016) of available capacity in the Plant.

Subsequent to this memorandum, the City prepared a letter (September 17, 2018) and the District later responded (April 2, 2019) stating their 300,000 gallons per day average dry weather flow was sufficient.

Los Olivos Community Services District
There are still ongoing discussions with the Los Olivos Community Services District about connection to the City of Solvang WWTP. Should an agreement occur in the future between the City of Solvang and LOCSD regarding connection to the City of Solvang WWTP, it will be reflected in the next SSMP.

3.5 Salt Management Program
The City of Solvang’s Salt Management Plan (2011) and subsequent Salt Management Program (2018) provide analyses and goals to reduce mass loadings of salts in the WWTP effluent to comply with limitations and to not negatively impact beneficial uses of groundwater.

Salt reduction measures developed as a result of the Salt Management Program focus on all potential salt contributors to the collection system. Refer to City of Solvang’s City Code, Title 9, Chapter 2, Article C for types of wastes prohibited in the sanitary sewer system.

The current approach to managing salt discharge at the Solvang WWTP (WWTP) consists of using State Water—which is softer than local groundwater—as much is possible while ensuring long term adequate water supply and minimizing water supply costs. This approach has been successful in terms of keeping effluent TDS levels at the WWTP below its discharge limits except during drought. While this approach worked successfully for effluent sodium and chloride 24 Legal Authority
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levels during the initial few years of CCWA water deliveries, the WWTP has seen both sodium and chloride concentrations rise to the point of exceeding effluent limits in the past few years.

Failure to address one or more of the salt sources will result in continual effluent limit exceedances and potential RWQCB fines.

Based on increased concentrations and mass loadings of sodium and chloride currently discharged from the WWTP, the following phased approach is addressing the source of salts entering the system.

Step 1. Water Supply – providing more soft water while minimizing water supply costs to the customer base. (Ongoing)
Step 2. Public Outreach/Community Education – educating the community about their role in the control of salt discharge to the sewer system and the resulting effects at the WWTP is critical to a successful salt management program. (Ongoing) Many of the general public are not aware of the negative consequences of excessive salt discharges to the environment. If not controlled over the long-term, excessive salt can cause State regulatory permitting violations, long-term degradation of groundwater quality, and/or higher treatment plant costs, which will ultimately become the public’s responsibility.

The City’s efforts to reach out to the public will be a focused education program during 2018 through 2020 with an ongoing annual educational newsletter in subsequent years. The following methods and sources may also be used for reaching out to the community:
• Community Newsletter to Ratepayers
• Informative Radio Commercial
• Community Open House
• Sewer System Fact Sheet
• City Website
• Monthly Water/Sewer Bill Insert
Step 3. Modifications of WDR Permit Limits – during the City’s ongoing process to renew its permit to operate the Solvang WWTP, the City has requested sodium (Na) and chloride (Cl) discharge limits be revised to 250 mg/l each, consistent with the Santa Rita Sub-Basin into which the WWTP percolation ponds directly infiltrate into.

Step 4. Automatic Water Softeners (AWS) – a significant percentage of residences have AWSs. Commercial uses of AWS are not a contributor because of the City’s municipal code prohibits the discharge of “any salt from water softening devices utilizing salt in the regenerating process” (Code 9-2C-2J, Ord. 86-32, 4-3-1986).

While the City has an existing ordinance prohibiting the discharge of any salt from AWS, this ordinance was adopted in advance of recent legislation and revisions to the 25 Legal Authority
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California Water Code specifically addressing residential AWS. In accordance with Assembly Bill 1366 and California Water Code Section 13148, the City can impose restrictions specifically on residential AWS if found that controlling residential salt discharges will aid in the achievement of water quality objectives for the WWTP.

The City intends to implement Step 4 on January 1, 2022 and continue pursuing Step 3, and completing the focused public education effort in Step 2. The City intends then to evaluate the WWTP effluent salt levels in this updated report to determine if residential brine waste prohibition ordinance or wellhead RO water softening is needed to control salt discharge.

The City’s efforts will be ongoing to address the concentrations and mass loadings of TDS, sodium, and chloride discharged from the WWTP.

Summary of Completed, In Progress, and Ongoing City Efforts:
• City ordinance requiring old water softener systems to be replaced with high efficiency softener systems; (Complete, November 2016)
• Purchase of additional 300 AFY State Water entitlement; (In Progress) • Water supply blending for softer water and thus less water softening and less brine discharge; (Ongoing)
• Semi-annual, then annual community educational newsletter to customers; (Ongoing); and
• Newsletters and other helpful educational information posted to the City’s website (Ongoing)
Summary of Recommended Future City Actions/Measures:
• As economically feasible, purchase supplemental State Water on an annual basis;
• Increase sodium and chloride effluent discharge limits from 150 mg/l to 250 mg/l with the renewal of its Waste Discharge Permit with the RWQCB; • Prohibit the use of residential AWS beginning January 1. 2022 (if necessary or if wellhead water softening implemented);
• Pilot project to evaluate well head softener, and other available water softening technologies); and
• 2023 salts re-evaluation.
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APPENDIX 3-A. CITY OF SOLVANG CITY CODE, TITLE 9, CHAPTERS 1 AND 2 CHAPTER 1

WATER AND SEWER REGULATIONS
9-1-1: CONFLICTING PROVISIONS:

A. Conflict Between Titles: If the provisions of this title conflict with or contravene the provisions of another title of this code, the provisions of this title shall prevail as to all matters and questions arising out of the subject matter of this title.

B. Conflict Between Chapters: If the provisions of any chapter of this title conflict with or contravene the provisions of another chapter of this title, the provisions of each chapter shall prevail as to all matters and questions arising out of the subject matter of this title.

C. Conflict Between Sections: If conflicting provisions are found in different sections of the same chapter or subtitle, the provisions of the sections last in numerical order shall prevail, unless such construction is inconsistent with the meaning of the chapter (Ord. 86-32, 4-3-1986). 9-1-2: VIOLATIONS; PENALTY:

A. Violation: It shall be unlawful for any person to violate any provision of this title. Violation of any provision of this title is a misdemeanor punishable as provided in section 1-3-3 of this code (Ord. 86-32, 4-3-1986; amd. 2001 Code).

B. Nuisance Declared: In addition to all other penalties imposed by law for violation of any provision of this title, any condition caused by or existing in violation of any provision of this title shall be deemed a public nuisance subject to abatement in accordance with the applicable laws of the state of California. The city attorney is hereby authorized to commence actions and proceedings for the abatement, removal, destruction or enjoinment of any such public nuisance in the manner provided by law. Each day that such nuisance continues shall be regarded as a new and separate offense.

C. Cumulative Remedies: The remedies and penalties provided in this title are cumulative and may be exercised in addition to all other remedies or penalties available under other applicable law (Ord. 86-32, 4-3-1986).
9-1-3: APPLICABILITY OF CODE OF CIVIL PROCEDURE:

A. Applicability Of State Law: Pursuant to the provisions of Code of Civil Procedure section 1094.6(g), said section 1094.6 is hereby made applicable to judicial review of any decision of the City Council or any board, commission or agency of the city.

B. Expansion Of Judicial Review Or Extension Of Period Of Limitations Prohibited: Nothing contained in this chapter shall be deemed to expand the scope of judicial review or extend any applicable period of limitations for the filing of any judicial action (Ord. 86-32, 4-3-1986). 27 Appendix 3-A
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CHAPTER 2

SEWER CODE
9-2-1: DEFINITIONS:

Except as otherwise provided in this chapter, or unless the context of this chapter otherwise requires, the following words whenever used in this chapter shall be given the meanings and construction set forth in this section:

APPLICANT: The person making application for a permit. No person shall be an applicant who is not the owner or authorized agent of the owner of the premises to be served by the sewage facility for which the permit is requested.

BUILDING: Any structure containing sanitary facilities, designed for use as a human habitation or place of business, recreation or other purpose.

CITY INSPECTOR: In any place this code uses the phrase "City Inspector" that phrase shall mean the utility director or his/her designee.

GARBAGE: Solid wastes from the preparation, cooking and dispensing of food, and from the handling, storage and sale of produce.

HOUSE SEWER: Any sewer or drain beginning at the plumbing or drainage outlets of any building and running to the property line.

INDUSTRIAL WASTE: Any and all liquid or solid waste substance, not sewage, from any producing, manufacturing or processing operation of whatever nature.

LATERAL SEWER: The portion of the side sewer within a public street.

LICENSED CONTRACTOR: An individual, firm, corporation, partnership or association duly licensed by the state of California to perform the type of work to be done under a duly issued permit.

OUTSIDE SEWER: A private sewer beyond the limits of the city.

PERMIT: The written authorization required by this code for the installation or construction of any facility for the collection or transmission of domestic sewage and waterborne wastes.

PLUMBING SYSTEM: Includes, but shall not be limited to, all plumbing, fixtures and traps, or soil, waste, special waste and vent pipes, and all sanitary sewage pipes within the property lines of the premises.

PRIVATE SEWER: A sewer which is a part of an independent sewage disposal system not connected to a public sewer.

PUBLIC SEWER: A sewer lying within a street and which is controlled by or under the jurisdiction of the city.
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SEWAGE: Any and all waste substance, liquid or solid, associated with human habitation, or which contains or may be contaminated with human or animal excreta or excrement, offal or any feculent matter.

SEWAGE WORKS: All facilities for the collection, transmission, treatment and disposal of sewage.

SEWER: A pipe or conduit which carries sewage and/or industrial wastes to which storm, surface and ground waters are not intentionally admitted.

SIDE SEWER: The part of the horizontal piping beginning at the foundation wall of any building and terminating in the main sewer or septic tank.

STREET: Any public highway, road, street, avenue, alley, way, easement or right of way (Ord. 86-32, 4-3-1986; amd. Ord. 02-223, 11-12-2002).
9-2-2: MANDATORY CONNECTION TO PUBLIC SEWER:

It shall be unlawful for any person to connect to, construct, install or provide, maintain and use any other means of sewage disposal from any building in the city except by connection to the public sewer in the manner provided in this chapter.

A. The owner of any building situated within the city requiring sewage disposal and abutting on any street in which is located a public sewer, shall, at such owner's expense, connect said building directly to such public sewer. All connections required by this section shall be made in accordance with the provisions of this title and all other applicable rules and regulations of the city.

B. The owner of any building in existence prior to the construction of a public sewer to which connection would otherwise be required under subsection A of this section, shall, upon construction of such public sewer, connect said building to such public sewer within ninety (90) days after the date of receipt of written notice from a duly authorized officer of the city advising of the availability of such public sewer and of the requirement for connection thereto (Ord. 86-32, 4-3-1986).
9-2-3: RELIEF FROM REGULATIONS:

A. On Application: When any person, by reason of special circumstances, is of the opinion that any provision of this chapter is unjust or inequitable as applied to his property, he may make written application to the City Council, stating the special circumstances, citing the provisions complained of and requesting suspension or modification of that provision as applied to his premises. If such application be approved, the City Council may, by resolution, suspend or modify the provision complained of, as applied to such property, to be effective as to the date of the application and continuing during the period of the special circumstances.

B. On Own Motion: The City Council may, on its own motion, find that by reason of special circumstances any provision of this chapter should be suspended or modified as applied to 29 Appendix 3-A
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a particular premises and may, by resolution, order such suspension or modification for such premises during the period of such special circumstances, or any part thereof (Ord. 86-32, 4-3-1986).
9-2-4: CITY INSPECTORS:

A. Appointment: The City Council shall appoint a City Inspector to inspect and approve the installation, connection, maintenance and use of all lateral sewers and plumbing, sewerage, sanitary drainage work and facilities in connection therewith in the city.

B. Powers And Authority: The officers, inspectors and any duly authorized employees of the city shall wear or carry an official badge of office or other evidence establishing his position as such and upon exhibiting the proper credentials and identification shall be permitted to enter in and upon any and all buildings, industrial facilities and properties for the purposes of inspection, reinspection, observation, measurement, sampling, testing or otherwise performing such duties as may be necessary in the enforcement of the provisions of this code or any other applicable rule or regulation of the city (Ord. 86-32, 4-3-1986). 9-2-5: CAN AND WILL SERVE CERTIFICATES:

A. Certificate Required: Any person desiring to secure a building permit shall first obtain a can and will serve certificate from the City stating the City's ability to provide proper and adequate water and sewer service to the project.

In the case of commercial, industrial, multiple dwellings and condominium projects, the can and will serve certificate will also address fire protection including, but not limited to, automatic fire sprinkler systems, construction materials, structure heights and ingressegress.

B. Term: Can and will serve certificates shall automatically terminate and be without further force and effect after the passage of ninety (90) days from date of issuance (Ord. 86-32, 4- 3-1986).
9-2-6: USE OF PUBLIC SEWERS REQUIRED:

A. Disposal Of Wastes: It shall be unlawful for any person to place, deposit or permit to be deposited in an unsanitary manner upon public or private property within the city, or in any area under the jurisdiction of the city, any human or animal excrement, garbage or other objectionable waste.

B. Treatment Of Wastes: It shall be unlawful to discharge to any stream or watercourse any sewage, industrial waste or other contaminated substance, except where suitable treatment has been provided in accordance with provisions of this title.

C. Unlawful Disposal: Except as herein provided, it shall be unlawful to construct or maintain within the city any privy, privy vault, septic tank, cesspool, seepage pit or other facility intended or used for the disposal of sewage.
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D. Occupancy Prohibited: No building, industrial facility or other structure within the city shall be occupied until the owner of the premises has complied with all applicable provisions of this title (Ord. 86-32, 4-3-1986).
9-2-7: PRIVATE SEWAGE DISPOSAL 1:

A. Sewer Not Available: Where connection to a public sewer is not required under the provisions of section 9-2-2 of this chapter, the building sewer shall be connected to a private sewage disposal system complying with the rules, regulations and ordinances of the Santa Barbara County health department.

B. Abandonment Of Facilities: At such time as connection to a public sewer is required with respect to a property served by a private sewage disposal system, as provided in section 9- 2-2 of this chapter, a direct connection shall be made to the public sewer in compliance with this title, and any septic tanks, cesspools and similar private sewage disposal facilities shall be abandoned and filled with suitable material as determined by the City Inspector.

C. Cost Of Maintenance: The owner shall, at the owner's sole expense, operate and maintain the private sewage disposal facilities in a sanitary manner at all times (Ord. 86-32, 4-3- 1986).
9-2-8: DAMAGE TO SEWER FACILITIES:

No unauthorized person shall maliciously, willfully or negligently break, damage, destroy, uncover, deface or tamper with any structure, appurtenance or equipment which is a part of the city's sewage works (Ord. 86-32, 4-3-1986).

ARTICLE A. SEWER CONNECTIONS
9-2A-1: PERMIT REQUIRED:

No person shall construct any sewer or make a connection to any public sewer without first obtaining a written permit from the City and paying all fees and connection charges as required by this title (Ord. 86-32, 4-3-1986).
9-2A-2: CONSTRUCTION REQUIREMENTS:

Construction of sewers shall be accomplished in accordance with the applicable requirements of the city in force from time to time.

A. Sewer Materials: The side, house and lateral sewer shall be vitrified clay sewer pipe, ASTM specification (C13-44T) or equal, polyvinyl chloride (PVC) plastic pipe which shall conform to ASTM standard specification D3034-72, or acrylonitrile butadiene styrene (ABS) pipe which shall conform to ASTM standard specification D2513 and to United States department of commerce commercial standard CS270-65. All pipe joints shall be tight and waterproof. 31 Appendix 3-A
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B. Minimum Size And Slope: The size and slope of the side sewer shall be subject to the approval of the City Inspector, but in no event shall the diameter of the lateral sewer be less than four inches and the diameter of the house sewer be less than three inches. The slope of the side sewer shall not be less than one-fourth inch per foot.

C. Building Drain: Whenever possible the building drain shall be brought to the building at an elevation below the basement floor. No building drain shall be laid parallel to or within three feet of any bearing wall. The building drain shall be laid at uniform grade and in straight alignment insofar as possible. Changes in direction shall be made only with properly curved pipe and fittings.

D. Joints and Connections: All excavations required for the reinstallation of a building drain shall be open trench work unless otherwise approved by the City Inspector. Pipe laying and backfill shall be performed in accordance with ASTM specification (C12-19) except that no backfill shall be placed until the work has been inspected. All joints and connections shall conform to the applicable provisions of the uniform building code then in effect (Ord. 86-32, 4-3-1986).
9-2A-3: CONNECTION TO PUBLIC SEWER:

A. Connection Requirements: The connection of the house sewer into the public sewer shall be made at the lateral if possible, by placing a cleanout "Y" on its back with the cleanout looking up at the property line. Where there is no properly located lateral or where there is no lateral sewer available in collection system, the connection should be made using a sewer saddle at the public main and a lateral extended to the property line with cleanout as provided in the utility department standard details. For new sewer main extensions a "wye" and sewer lateral shall be placed at each parcel according to utility department standard details. The connection to the public sewer shall be made in the presence of the City Inspector and under his supervision and direction and in accordance with the rules, regulations and ordinances of the city. Any damage to the public sewer shall be repaired at the cost of the applicant to the satisfaction of the City Inspector. When a lateral sewer is constructed by an applicant, the applicant shall first obtain a permit for such construction and pay the current inspection fee. Payment of said inspection fee shall not relieve the applicant of the required payment of the connection fees provided in section 9-2E-1 of this chapter, provided however, that the cleanout "Y" shall be placed on its back with the cleanout looking up at the property line when a lateral is constructed by an applicant. Only a licensed and bonded contractor may install lateral sewers in the public right of way and connect the same to city sewer lines.

Prior to commencement of work, every licensed contractor shall provide the city with an undertaking with a surety or sureties satisfactory to the City Inspector, by the terms of which the contractor agrees to hold the city harmless from the damage to the city sewer system caused by the connection to the sewer. The final amount of such undertaking shall be at least five thousand dollars ($5,000.00) if it covers a period not to exceed one year, or five hundred dollars ($500.00) if it covers only a single installation (Ord. 02-223, 11-12-2002). 32 Appendix 3-A
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B. Separate Sewers: No two adjacent lots fronting on the same street shall be permitted to join in the use of the same side sewer. Except as otherwise provided in this section, every building or industrial facility must be separately connected with a public sewer if such public sewer exists in the street upon which the property abuts or in an easement which will serve said property. However, one or more buildings under the same ownership located on a single parcel may be served with the same side sewer during the period of said ownership.

Upon the subsequent subdivision of any such parcel the portion not directly connected with such public sewer shall be forthwith separately connected with a public sewer, and it shall be unlawful for the owner thereof to continue to use or maintain such indirect connection.

Notwithstanding any provision of this section to the contrary, separate residential, commercial or industrial condominium units in the same condominium development may join in the use of a common side sewer.

C. Old Building Sewers: Old building sewers, excepting bituminous (orangeburg), may be used in connection with new buildings only when they are found, upon examination and testing by the City Inspector, to conform to all applicable requirements of the city.

D. Sewer Too Low: In all buildings in which any building sewer is too low to permit gravity flow to the public sewer, sanitary sewage carried by such building sewer shall be lifted by artificial means, approved by the City Inspector and discharged to the public sewer at the expense of the owner (Ord. 86-32, 4-3-1986).
9-2A-4: MAINTENANCE OF SIDE SEWER:

Side sewers, including the horizontal piping beginning at the foundation wall of any building and terminating in the main sewer, shall be maintained by the owner of the property served thereby (Ord. 86-32, 4-3-1986).
9-2A-5: BACKFLOW PREVENTION DEVICE:

In any structure in which the sewer waste outlets-drains are lower than the top elevation of the sewer manholes in the street easement, a backflow prevention device shall be installed on the house sewer (Ord. 86-32, 4-3-1986).

ARTICLE B. PUBLIC SEWER CONSTRUCTION
9-2B-1: PERMIT REQUIRED:

No person shall construct, extend or connect to any public sewer without first obtaining a written permit from the city and paying all fees and connection charges and furnishing bonds as required by this code. The provisions of this section requiring permits shall not be construed to apply to contractors constructing sewers and appurtenances under contracts awarded and entered into by the city (Ord. 86-32, 4-3-1986).
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9-2B-2: PLANS, PROFILES AND SPECIFICATIONS:

The application for a permit for public sewer construction shall be accompanied by complete plans, profiles and specifications, complying with this code, prepared by a registered civil engineer showing all details of the proposed work based on an accurate survey of the ground.

The application, together with the plans, profiles and specifications, shall be examined by the City Inspector who shall approve them as filed or require them to be modified as he deems necessary for proper installation. When the City Inspector is satisfied that the proposed work is proper and the plans, profiles and specifications are sufficient and correct, he shall order the issuance of a permit predicated upon the payment of all connection charges and fees, and the furnishing of an agreement in form to be approved by the city that the subdivider will construct the facilities in strict accordance with the approved plans and specifications, the faithful performance of which agreement shall be secured by a faithful performance bond in an amount and with sureties satisfactory to the city. The permit shall prescribe such terms and conditions as the City Inspector deems necessary in the public interest (Ord. 86-32, 4-3-1986). 9-2B-3: PERSONS AUTHORIZED TO PERFORM WORK:

Only licensed contractors shall be authorized to perform the work of public sewer construction within the city. All terms and conditions of the permit issued by the city to the applicant shall be binding on the contractor. The requirements of this section shall apply to side sewers installed concurrently with public sewer construction (Ord. 86-32, 4-3-1986). 9-2B-4: COMPLIANCE WITH REGULATIONS:

A. Local Regulations: Any person constructing a sewer within a street shall comply with all applicable laws, ordinances, rules and regulations pertaining to the cutting of pavement, opening, barricading, lighting and protecting of trenches, backfilling and repaving thereof and shall obtain all permits and pay all fees required prior to the issuance of a permit by the city.

B. Subdivisions 1: The requirements of sections 9-2B-1 and 9-2B-7 of this article shall be fully complied with before any final subdivision map shall be approved by the City Inspector. The final subdivision map shall provide for the dedication for public use of all streets, easements or rights of way in which public sewer lines are to be constructed. If a final subdivision map of a tract is recorded and the work of constructing sewers to serve the tract is not completed within the time limit allowed in the permit, the City Council may extend the time limit or may complete the work and take appropriate steps to enforce the provisions of the bond furnished by the subdivider.

C. Occupational Safety and Health Acts: All construction undertaken under a city permit shall be in strict compliance with state and federal occupational safety and health acts in effect at the time. (Ord. 86-32, 4-3-1986)
1 See title 12 of the Municipal Code
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9-2B-5: DESIGN AND CONSTRUCTION STANDARDS:

Minimum standards for the design and construction of sewers within the city shall be in accordance with the applicable provisions of this code and with the specifications for sewer construction then in effect, copies of which are on file in the city offices. The city or the City Inspector may permit modifications or may require higher standards where unusual conditions are encountered.
"As-built" drawings showing the actual location of all mains, structures, Ys, Ts, laterals and cleanouts shall be filed with the city before final acceptance of the work (Ord. 86-32, 4-3-1986). 9-2B-6: EASEMENTS OR RIGHT OF WAY:

In the event that an easement is required for the extension of the public sewer or the making of connections, the applicant shall procure and have accepted by the City Council a proper easement or grant of right of way sufficient to permit the laying and maintenance of such extension or connection (Ord. 86-32, 4-3-1986).
9-2B-7: GRADE STAKES:

Grade and line stakes shall be set by a registered civil engineer prior to the start of work on any public sewer construction. The licensed contractor shall be responsible for accurately transferring grades to grade bars and sewer invert (Ord. 86-32, 4-3-1986). 9-2B-8: PROTECT EXCAVATIONS:

The applicant shall maintain such barriers, lights and signs as are necessary to give warning to the public at all times that a sewer is under construction and of each dangerous condition to be encountered as a result thereof. He shall also likewise protect the public in the use of the sidewalk against any such conditions in connection with the construction of the sewer. Streets, sidewalks, parkways and other property disturbed in the course of the work shall be reinstalled in a manner satisfactory to the city and any other person or entity having jurisdiction (Ord. 86- 32, 4-3-1986).

ARTICLE C. USE OF PUBLIC SEWERS
9-2C-1: DRAINAGE INTO SANITARY SEWERS PROHIBITED:

No rain gutters or leaders from roofs and no surface drains for rainwater shall be connected to any sanitary sewer. No surface or subsurface drainage, rainwater, stormwater, seepage, cooling water or unpolluted industrial process waters shall be permitted to enter any sanitary sewer by any device or method whatsoever. (Ord. 16-318, 3-14-2016) 9-2C-2: TYPES OF WASTES PROHIBITED:
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Except as hereinafter provided, no person shall discharge or cause to be discharged any of the following described waters or wastes to any public sewer:

A. Any liquid or vapor having a temperature higher than one hundred fifty degrees Fahrenheit (150°F).

B. Any water or waste which may contain more than one hundred (100) parts per million or one hundred (100) milligrams per liter of fat, oil or grease.

C. Any gasoline, benzene, naphtha, fuel oil, or other flammable or explosive liquid, solid or gas.

D. Any garbage that has not been properly shredded. "Properly shredded garbage" shall mean the wastes from the preparation, cooking and dispensing of food, or other sources, that has been shredded to such degree that all particles will be carried freely under the flow conditions normally prevailing in public sewers, with no particle greater than one-half inch (1/2") in any dimension.

E. Any ashes, cinders, sand, mud, straw, shavings, metal, glass, rags, diapers, wet wipes, baby wipes, moist towelettes, feminine hygiene products such as tampons and sanitary pads, dental floss, condoms, feathers, tar, plastics, wood, manure or any other solid or viscous substance capable of causing obstruction to the flow in sewers or other interference with the proper operation of the sewage works.

F. Any waters or wastes having a pH lower than 5.5 or higher than 9.0 or having any other corrosive property capable of causing damage or hazard to structures, equipment and operator of the sewage works.

G. Any waters or wastes containing drugs, prescription drugs, pharmaceuticals, cannabis, cannabis products, agricultural chemicals or industrial chemicals.

H. Any waters or wastes containing toxic or poisonous substance in sufficient quantity to injure or interfere with any sewage treatment process, constitute a hazard to humans or animals or create any hazard in the receiving waters of the wastewater treatment plant.

I. Any waters or wastes containing suspended solids or dissolved matter of such character and quantity that unusual attention or expense is required to handle such materials at the wastewater treatment plant.

J. Any noxious or malodorous gas or substance capable of creating a public nuisance.

K. Any salt or salt brine from water softening devices in commercial or industrial use utilizing salt in the regeneration process. (Ord. 16-318, 3-14-2016) 9-2C-3: INTERCEPTORS REQUIRED:

A. Required: Grease, oil and sand interceptors (grease traps) shall be provided by all restaurants, commercial establishments where food may be prepared, industrial or auto repair establishments, and when in the opinion of the city inspector, they are necessary for 36 Appendix 3-A
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the proper handling of liquid wastes containing grease in excessive amounts, or any flammable wastes, sand or other harmful constituents; except that such interceptors shall not be required for buildings used exclusively for residential purposes. All interceptors shall be designed, constructed, and installed in accordance with Appendix H of the California Plumbing Code, most recent edition, as defined in the California Code of Regulations, Title 24, Part 5. All interceptors shall be of a type and capacity approved by the city inspector and shall be located as to be readily and easily accessible for cleaning and inspection. In no case shall the interceptor size be less than 400 gallon capacity. Interceptor installation shall be subject to inspection by the city inspector, and a cleaning schedule shall be submitted by a licensed sanitary disposal company for review and approval by the city inspector. Upon inspection of the installation and approval of the cleaning schedule, a certificate of completion will be issued by the city inspector.

B. Maintenance: All grease, oil and sand interceptors shall be maintained by the owner, at his/her expense, in continuously efficient operation at all times. Interceptors shall be maintained in accordance with a cleaning schedule. All owners of any building equipped with an interceptor shall submit to the city inspector a cleaning schedule by January 31st of each year. The city will review each schedule to verify that the scheduled cleaning times will be sufficient to keep the interceptor or grease trap properly functioning at an allowable limit.

The owner shall allow a city inspector to be present for all pumping of interceptors (grease traps) larger than 100 gallons and shall notify the city not less than four hours prior to the pumping times. A manifest of all pumping of interceptors shall be kept by the owner and shall be available for inspection by the city inspector. A manifest form will be provided by the City Of Solvang if needed. Failure to produce a manifest of pumping will result in a penalty and/or extra pumping requirements.

All restaurants and commercial establishments where food may be prepared shall be required to have and use tallow cans to dispose of all cooking oils and grease. The owner shall allow the city inspector access to verify that tallow cans are being properly used. If an owner is not in compliance with this Chapter, the following shall apply:

First Infraction: The business owner will receive a written warning, with seven (7) days to comply. If non-compliance continues after the seven days, the City Of Solvang may assess a one hundred dollar ($100.00) fine.

Second Infraction: If not in compliance after an additional seven (7) days, the City Of Solvang may assess an additional fine of one hundred dollars ($100.00) per week until the owner is in compliance.

If after sixty (60) days the owner has failed to comply, the City Of Solvang may notify the County Health Department of the health risk, and/or issue a Cease & Desist Order. The foregoing remedies are not exclusive or limiting. The City Of Solvang may exercise other remedies as provided by law. (Ord. 16-318, 3-14-2016)
9-2C-4: PRELIMINARY TREATMENT OF WASTES:
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A. Required: The admission into the public sewers of any waters or wastes having: 1) a five (5) day biochemical oxygen demand greater than three hundred (300) parts per million or milligrams per liter; or 2) containing more than three hundred fifty (350) parts per million or milligrams per liter of suspended solids; or 3) containing any quantity of substance having the characteristics described in section 9-2C-2 of this article; or 4) having an average daily flow greater than ten thousand (10,000) gallons per day, shall be subject to the review and approval of the Utility Director and/or city inspector. Where necessary in the opinion of the city inspector, the owner shall provide, at his/her expense, such pretreatment as may be necessary to: 1) reduce the biochemical oxygen demand to three hundred (300) parts per million (mg/L) and the suspended solids to three hundred fifty (350) parts per million (mg/L); or 2) reduce objectionable characteristics or constituents or within the maximum limits provided for in section 9-2C-2 of this article; or 3) control the quantities and rates or discharge of such wastes or waters.

Plans, specifications and any other pertinent information relating to proposed pretreatment facilities shall be submitted for the approval of the city inspector; and no construction of such facilities shall be commenced until said approval is obtained in writing.

B. Maintenance: Where pretreatment facilities are provided for any waters or wastes, they shall be continuously maintained in satisfactory and effective operation by the owner at his/her expense. Pretreatment facilities shall be maintained by licensed operators if required by the State of California for that type of treatment process. Pretreatment facilities shall be maintained in accordance with an appropriate schedule. All owners of any building equipped with a pretreatment facility shall submit to the city inspector a maintenance schedule by January 31st of each year. The city will review each maintenance schedule to verify that maintenance will be sufficient to keep the pretreatment facility properly functioning. A log of all maintenance shall be kept by the owner and shall be available for inspection by the city inspector. The owner shall allow the city inspector access to verify that the pretreatment facility is functioning properly and being adequately maintained. If an owner is not in compliance with this Chapter, the following shall apply:

If after sixty (60) days the owner has failed to comply, the City Of Solvang may issue a Cease & Desist Order. The foregoing remedies are not exclusive or limiting. The City Of Solvang may exercise other remedies as provided by law. (Ord. 16-318, 3-14-2016) 9-2C-5: CONTROL MANHOLES:

When required by the city, the owner of any property served by a side sewer carrying commercial or industrial wastes shall install a suitable control manhole in the side sewer to 38 Appendix 3-A
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facilitate observation, sampling and measurement of wastes. Such manhole, when required, shall be accessibly and safely located, and shall be constructed in accordance with plans approved by the city inspector. The manhole shall be installed by the owner at his/her expense, and shall be maintained by him/her so as to be safe and accessible at all times. (Ord. 16-318, 3- 14-2016)
9-2C-6: MEASUREMENTS AND TESTS:

All measurements, tests and analyses of the characteristics of waters and wastes to which reference is made in section 9-2C-2 and subsection 9-2C-4A of this article shall be determined in accordance with the standard methods and shall be determined at the control manhole provided for in section 9-2C-5 of this article, or upon suitable samples taken at said control manhole. In the event that no special manhole has been required, the control manhole shall be considered to be the nearest downstream manhole in the public sewer to the point at which the side sewer is connected. (Ord. 16-318, 3-14-2016)
9-2C-7: SPECIAL AGREEMENTS:

No provision of this chapter shall be construed as preventing any special agreement or arrangement between the city and any industrial concern whereby an industrial waste of unusual strength or character may be accepted by the city for treatment, subject to payment therefor by the industrial concern, and subject to pretreatment, and such additional terms and conditions as might be required by the city. (Ord. 16-318, 3-14-2016) 9-2C-8: SWIMMING POOLS2:

It shall be unlawful for any person to discharge the contents of a swimming pool into a sanitary sewer, without first making written request to do so to the city inspector, and receiving written permission from the city inspector. (Ord. 16-318, 3-14-2016) 9-2C-9: WATER SOFTENING AND CONDITIONING EQUIPMENT:

A. Disposal Of Wastes From Nonresidential Uses: No person shall allow, permit or cause any water conditioning or softening equipment of any type to discharge its wastes into the City sewage system, nor shall any such person deposit or cause to be deposited into the City sewage system the waste product of any water softening or conditioning equipment of any type. The foregoing sentence shall not apply to the wastes or waste product of any water softening or conditioning equipment that is used exclusively for residential uses in accordance with the Health and Safety Code, article 1 of chapter 5 of part 12 of division 104, section 116775 et seq.

B. Inspection Of Equipment: Any person using, operating or maintaining water conditioning or softening equipment of any type within the boundaries of the City shall make such equipment accessible to the City inspector for inspection at such reasonable times as the City inspector may specify, and shall furnish such information concerning the operation and 2 See also title 10, chapter 8 of the Municipal Code.
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use of said equipment as the City inspector may reasonably request. (Ord. 16-318, 3-14- 2016)
C. Effective January 1, 2022:

1. Disposal Of Wastes From Nonresidential Uses: No person shall allow, permit or cause any water conditioning or softening equipment of any type to discharge its wastes into the City sewage system, nor shall any such person deposit or cause to be deposited into the City sewage system the waste product of any water softening or conditioning equipment of any type.

2. Disposal Of Wastes From Residential Uses - Requirement For High Efficiency Automatic Water Softeners: Effective January 1, 2022, no person shall allow, permit or cause to be deposited into the City sewage system the waste product of any water softening or conditioning equipment, unless said water softening or conditioning equipment is a high efficiency system, with diagnostic functions, operating at an efficiency rating of not less than four thousand (4,000) grains of hardness removed per pound of salt used in regeneration. Effective January 1, 2022, no person shall replace or install, or in any manner assist in the replacement of or installation of, any water softening or conditioning equipment that discharges its waste into the City sewage system, unless said water softening or conditioning equipment is a high efficiency system, with diagnostic functions, operating at an efficiency rating of not less than four thousand (4,000) grains of hardness removed per pound of salt used in regeneration.

3. Portable Exchange Tanks: Residential and non-residential portable exchange tank water softening or conditioning systems that do not discharge waste are not prohibited.

4. Inspection Of Equipment: Any person using, operating or maintaining water conditioning or softening equipment of any type within the boundaries of the City shall make such equipment accessible to the City inspector for inspection at such reasonable times as the City inspector may specify, and shall furnish such information concerning the operation and use of said equipment as the City inspector may reasonably request.

5. Violation Penalty: All violations of this subsection C shall be infractions. It is unlawful for any person to violate any mandatory provisions of or fail to comply with provisions of this subsection C. Any persons violating such subsections shall be prosecuted as an infraction. Any infraction may be prosecuted by the City authorities in the name of the people of the State or redressed by civil action. Every violation determined to be an infraction is punishable by a fine not exceeding five hundred dollars ($500.00) for each violation within one (1) year. (Ord. 16-323, 11-28-2016).

ARTICLE D. PERMITS AND PERMIT FEES
9-2D-1: PERMIT REQUIREMENTS:
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A. Required: No unauthorized person shall uncover, make any connections with or opening into, use, alter or disturb any public sewer or appurtenance or perform any work on any sewer or drainage system without first obtaining a written permit from the city.

B. Application: Any person entitled to apply for and receive a permit shall make such application on forms provided by the city for that purpose. He shall give a description of the character of the work proposed to be done and the location, ownership, occupancy and use of the premises in connection therewith. The city may require plans, specifications or drawings and such other information as may be deemed necessary.

If the city determines that the plans, specifications, drawings, descriptions or information furnished by the applicant are in compliance with this code, it shall issue the permit applied for upon payment of the required fees as hereinafter fixed.

C. Compliance: After approval of the application, evidenced by the issuance of a permit, no change shall be made in the location of the sewer, the grade, materials or other details from those described in the permit or as shown on the plans and specifications for which the permit was issued except with written permission from the city, the City Inspector or other authorized representatives.

D. Time Limit: If work under a permit is not commenced within sixty days from the date of its issuance or if after partial completion the work is discontinued for a period of ninety days, the permit shall thereupon become void and no further work shall be done until a new permit shall have been secured. A new fee shall be paid upon the issuance of said new permit (Ord. 86-32, 4-3-1986).
9-2D-2: OTHER PERMITS:

A. Outside Sewers: Permission shall not be granted to connect to the sewer system any lot or parcel of land outside the city unless a permit therefor is obtained. The applicant shall first enter into a contract in writing whereby he shall bind himself, his heirs, successors and assigns to abide by this code in regard to the manner in which such sewer shall be used, the manner of connecting therewith and drainage in connection therewith and also shall agree to pay in advance all fees required for securing the permit and a monthly or annual fee in the amount set by the city for the privilege of using such sewer. The granting of such permission in any event shall be discretionary.

B. Street Excavations 3: A separate permit must be secured from the city, state, county or any other entity having jurisdiction by owners or contractors intending to excavate in a public street for the purpose of installing sewers or making sewer connections (Ord. 86-32, 4-3- 1986).
9-2D-3: AGREEMENTS:
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A. General: The applicant's signature on an application for any permit as set forth in section 9- 2D-4 of this article shall constitute an agreement to comply with all of the provisions, terms and requirements of this code, and with the plans and specifications he has filed with his application, if any, together with such corrections or modifications as may be made or permitted by the city, if any. Such agreement shall be binding upon the applicant and may be altered only by the city upon the written request for the alteration from the applicant.

B. Special Outside Agreements: Where special conditions exist relating to an outside sewer, they shall be the subject of a special contract between the applicant and the city (Ord. 86- 32, 4-3-1986).
9-2D-4: CLASSES OF PERMITS:

There shall be three classes of permits, as follows:

A. Single-family residential building sewer permit.

B. Multi-family residential, commercial or industrial building sewer connection permit.

C. Public sewer construction permit (Ord. 86-32, 4-3-1986). 9-2D-5: SPECIAL CONNECTION FEES:

A. Property Owner To Pay Proportionate Share:

1. In addition to all other charges established by this code, there shall be collected, prior to connection to the sanitary sewage system of the city, special connection charges for any real property that can be served by an existing sewer house service or lateral or sanitary sewerage facilities of the city constructed by and at the expense of the city for which said real property did not pay its proportionate cost of installation.

2. Said special connection charge shall be collected in a sum to be computed by the city as said real property's share of the cost of said installation. Said sum to be fixed by the city shall be fixed on the basis of the actual cost of the installation of said facilities, including all expenses incidental thereto and all engineering, legal, inspection, administration and other charges, and estimating the number of acres in the area to be served by said installation in order that a prorata share of said cost be fixed for each acre or portion thereof, within said area.

B. Determination Of Applicable Special Connection Fee: The City Inspector shall determine, in his judgment, the applicable special connection fee to be charged for a particular connection. The ruling of the City Inspector shall be final unless appealed in writing to the City Council within five days of notification of the fee to be charged (Ord. 86-32, 4-3-1986). 9-2D-6: FEES AND BONDS:

A. Fees: A connection charge, as fixed by section 9-2E-1 of this chapter shall be paid to the city by the person desiring connection to the city's sewer system. 42 Appendix 3-A
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1. A fee of one hundred ninety seven dollars ($197.00) shall be paid to the city for issuing a permit to connect to a public sewer and inspecting each sewer installation.

2. A fee of one hundred ninety seven dollars ($197.00) shall be paid for issuing a permit to install a lateral and connect to a public sewer (Ord. 90-108, 2-26-1990).

B. Bonds 4: Contractors constructing laterals shall be bonded as required by this subsection.

Prior to the issuance of a permit for public sewer construction the applicant shall furnish to the city a faithful performance bond or cash in the amount of the total estimated cost of the work, or other approved surety at the option of the City Council, said bond to be secured by a surety or sureties satisfactory to the city. The cash deposit or faithful performance bond shall be conditioned upon the performance of the terms and conditions of the permit and shall guarantee the correction of faulty workmanship and the replacement of defective materials for a period of one year after the date of acceptance of the work. Cost of plans and engineering shall be the responsibility of the property owner. This subsection does not apply to contractors who have provided the undertaking required by subsection 9-2D-3B of this article (Ord. 86-32, 4-3-1986; amd. Ord. 90-108, 2-26-1990). 9-2D-7: CONSTRUCTION PROCEDURES:

A. Inspections: All sewer construction work shall be inspected and approved by the City Inspector to ensure compliance with all requirements of the city. No sewer shall be covered at any point until it has been inspected and passed for acceptance. No sewer shall be connected to any public sewer until the work covered by the permit has been completed, inspected and approved by the City Inspector. Upon approval, the City Inspector shall issue a certificate of satisfactory completion.

B. Notification: It shall be the duty of the person doing the work authorized by permit to notify the City Inspector in writing that said work is ready for inspection. Such notification shall be given not less than twenty four hours before the work is to be inspected. It shall be the duty of the person doing the work to make sure that the work will withstand the tests required by the city before giving the above notification.

C. Condemned Work: When any work has been inspected and the work condemned and no certification of satisfactory completion given, a written notice to that effect shall be given instructing the owner of the premises, or the agent of such owner, to repair the sewer or other work authorized by the permit in accordance with this code.

D. Costs Paid By Owner: All costs and expenses incident to the installation and connection of any sewer or other work for which a permit has been issued shall be borne by the owner.

The owner shall indemnify the city from any loss or damage that may directly or indirectly be occasioned by the work (Ord. 86-32, 4-3-1986).
9-2D-8: LIABILITY:
4 See title 1, chapter 7 of the Municipal Code
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As a condition precedent to the issuance of any permit under this title, the applicant shall agree to hold the city harmless against all liability and defend the city against all claims, actions and litigation arising out of any work performed by applicant or by applicant's duly authorized representatives with respect to any permit issued under this title (Ord. 86-32, 4-3-1986).

ARTICLE E. SEWER RATES AND CHARGES
9-2E-1: CONNECTION TO CITY WASTEWATER CONVEYANCE AND TREATMENT SYSTEM:

A. Fee Established: In addition to all other charges of the city, there shall be charged and collected with respect to all connections to the city wastewater conveyance and treatment system, a wastewater connection and user fee. As used in this section, the term "City wastewater conveyance and treatment system" shall be synonymous with the term "City sewer system" and shall refer to all facilities maintained by the City for the purpose of transporting, treating and disposing of sewage and wastewater (Ord. 90-114, 6-11-1990; amd. Ord. 03-226, 4-28-2003).

B. Fee Calculation: The fee shall be determined in the following manner:

1. There shall be allocated to each premises connected to the City wastewater conveyance and treatment system a fee as set by City Council resolution based on the following water meter classes:

Equivalency Factor
Meter Class (Diameter) Max. Continuous Flow
(gpm)
Equivalency to Base Meter
Size
5/8” x 3/4” 10 1.00
3/4” 15 1.50
1” 25 2.50
1 ½” 50 5.00
2” 80 8.00
3” 160 16.00
4” 250 25.00
6” 500 50.00
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2. Except as otherwise specifically provided herein, all wastewater connection and user fees imposed by this section shall be collected prior to connection of any lateral sewer to the city wastewater conveyance and treatment system. Except as otherwise herein provided, no such connection shall be made or maintained by any person without prior payment of all fees imposed by this section.

3. In the case of residential dwelling units, motels and specific commercial enterprises, should any additional dwelling, motel, or commercial unit be constructed, placed into service or installed upon the premises served by the connection subsequent to the imposition of the wastewater connection and user fee, and should such unit not have been included in the determination of the applicable wastewater connection and user fee payable at the time of the initial connection to the city wastewater conveyance and treatment system, an additional connection and user fee shall be imposed and collected with respect to each such unit, the charge to be determined by the size of the water meter connection.

In the case of other commercial and noncommercial uses, should any additional plumbing fixture be constructed, placed into service or installed upon the premises served by the connection subsequent to the imposition of the wastewater connection and user fee, and should such fixture not have been included in the determination of the applicable wastewater connection and user fee payable at the time of initial connection to the city wastewater conveyance and treatment system, an additional connection and user fee shall be imposed and collected with respect to each such unit, the charge to be determined by the size of the water meter connection (Ord.11-298,12-12-2011). 9-2E-2: MONTHLY SEWAGE SERVICE CHARGES:

A. Service Inside City: In addition to all other charges imposed by the City, there shall be imposed and collected with respect to each premises connected to the City sewer system for sewage service furnished by the city a charge as established in subsection C of this section.

B. Service Outside City: In addition to all other sewer charges, for sewage service provided by the City to property located outside of the legal boundaries of the city, there shall be imposed and collected a charge as established by City Council resolution and shall be one hundred fifty percent (150%) of those charges established for service inside the city.

C. Service Charges: As provided for in this section, a monthly sewer service charge shall be imposed on all premises connected to the city wastewater conveyance and treatment system. A flat rate shall apply to all residential users, but commercial users shall be charged on the basis of water consumption and wastewater strength. The wastewater strength factors used to determine commercial rates are based on the state water resource control board's revenue program guidelines.
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User Group Strength Factor User Class
Single-family
dwellings/condominium units

1.0 Single-Family
Multiple unit dwellings per
unit/mobile homes

1.0 Multi-Family
Commercial:

Department and retail store 1.0 Domestic Strength
General 1.0 Domestic Strength
Hospital and convalescent
home

1.0 Domestic Strength
Hotel/motel without dining 1.0 Domestic Strength
Hotel/motel with dining 2.6 High Strength
Industrial laundry 2.6 High Strength
Laundromat 1.0 Domestic Strength
Markets with disposal 2.6 High Strength
Professional office 1.0 Domestic Strength
Repair shop and service
station

1.0 Domestic Strength
Restaurants and bakeries 2.6 High Strength
Schools 1.0 Domestic Strength
Winetasting room/bar 1.0 Domestic Strength
The base rate per dwelling unit shall be the minimum monthly charge for all users and shall be set by City Council resolution. Commercial and industrial users shall be charged a quantity rate per one hundred (100) cubic feet of water consumption and shall be either domestic strength or high strength and shall be set by City Council resolution.

D. Cost Increases: It is hereby declared to be the policy of the City Council to adjust the foregoing sewer service charges to reflect future increases in the cost of living and the cost of sewer treatment services furnished by the city. Consequently, the foregoing sewer service 46 Appendix 3-A
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charges shall annually and automatically be increased by the inflation rate published in the “Consumers Price Index, U.S. Cities Average”.
9-2E-3: RELIEF IN SPECIAL CIRCUMSTANCES:

A. On Application: The owner or occupant of any premises who, by reason of special circumstances, finds that the rates imposed by this article are unjust or inequitable as applied to his premises, may make written application to the City Council stating the circumstances and requesting a different basis of charges for sewer services to his premises. If such application be approved, the City Council may by resolution fix and establish fair and equitable rates for such premises to be effective as of the date of such application and continuing during the period of such special circumstances.

B. On Own Motion: The City Council may, on its own motion, find that by reason of special circumstances, the rates imposed by this article are unjust and inequitable as applied to particular premises and may, by resolution, fix and establish fair and equitable charges for such premises during the period of such special circumstances, or any part thereof (Ord. 86- 32, 4-3-1986).
9-2E-4: BILLING:

A. Billing Period: The regular billing period will be monthly, and only one statement covering water and sewer service charges shall be rendered for each service account.

B. Opening and Closing Statements: Opening and closing statements for less than the normal billing period shall be prorated. Closing statements may be estimated for the final period for purposes of expediency to permit the customer to pay the closing statement at the time service is discontinued (Ord. 86-32, 4-3-1986).

C. Payment of Statements: Statements for water and sewer service shall be rendered at the end of each billing period. Statements shall be payable upon presentation. If this statement is not paid on or before the twenty fifth day of the month following the month service is rendered it will be delinquent and a penalty will be charged, service may be discontinued, and a reconnection charge and penalties, if applicable, will be made and collected prior to renewing service following a discontinuance (Ord. 04-232, 1-26-2004).

D. Tax Bill Collection: In the event any charges for water or sewer service remain unpaid at the time specified for fixing the tax rate of the city, if the property is owned, controlled or in the possession of the same person who owned, controlled or was in possession of it during the time such charges were incurred, or if the only transfer made of the property since the date such charges were incurred have been transferred by gift, descent or devise, the amount due for such charges may be added to and become a part of the annual taxes levied against the land served by the city facilities. Such charges so added shall constitute a lien on said land. If the taxes are divided and made payable in two installments, the unpaid charges may be added to and become a part of the first installment. The City Council shall include in the 47 Appendix 3-A
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statement of tax rate transmitted to the authorities the amount of such charges to be levied against the land served, and such charges shall be included in the tax bill (Ord. 86-32, 4-3- 1986).
9-2E-5: COLLECTION OF WATER AND SEWER CHARGES:

All users of the sewer system shall be deemed to have contracted with the City for the services of such system, and shall be deemed to have agreed to comply with all provisions of this code.

No payment of water charges shall be accepted without payment of the sewer service charges.

Water service shall be discontinued to any premises for which the sewer service charges are in arrears.

A. Premises Using Both Sewer And Water: When premises are served by the city water system, sewer service charges shall be collected together with and not separately from the charges for water services rendered by the City, and all charges shall be billed upon the same bill and collected as one item. If all or any part of the bill is not paid, the city may discontinue any and all services for which the bill was rendered.

B. Premises Using Only Sewer: Where the user of the sewer system is not also a user of the city water system, the user shall be billed separately for sewer service charges. Sewer service to a user of the sewer system who shall fail to pay sewer charges for his premises before they become delinquent shall be disconnected. The City Inspector shall estimate the cost of disconnection from and reconnection to the system and such user shall deposit the cost as estimated of disconnection and reconnection before such user is reconnected to the system. In the event such arrearages are paid and the user is reconnected to the system, the City Inspector shall refund any part of the deposit remaining after payment of all costs of disconnection and reconnection (Ord. 86-32, 4-3-1986).
9-2E-6: DELINQUENT ACCOUNTS:

A. Past Due; Penalty: All statements not paid within twenty five days of billing shall be delinquent and a penalty of ten percent of the bill or amount due plus interest at the rate of one percent per month shall accrue for the period of said nonpayment, and shall be collected as a part of the principal amount thereof (Ord. 04-232, 1-26-2004).

B. Suit Instituted: All unpaid rates and charges and penalties herein provided may be collected by suit. Defendant shall pay all costs of suit in any judgment rendered in favor of City.

C. Violation: In addition to all other remedies provided by law, any person found to be in violation of any provision of this title, except section 9-2-8 of this chapter, shall be served by the City Inspector or other authorized person with written notice stating the nature of the violation and providing a reasonable time limit for the satisfactory correction thereof. Said time limit shall not be less than two (2) nor more than seven (7) working days. The offender shall, within the period of time stated in such notice, permanently cease all violations set forth in the notice.
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Users of the sewer system shall be responsible for any and all acts of their agents or employees. Upon being notified by the City Inspector of any defect arising in any sewer or of any violation of this code, the person or persons having charge of said work shall immediately correct the same. (Ord. 86-32, 4-3-1986)
9-2E-7: DISCONNECTION FROM SERVICE:

As an alternative method of enforcing the provisions of this title, the City Inspector shall have the power to disconnect the user of sewer system from the sewer mains of the city. Upon disconnection, the City Inspector shall estimate the cost of disconnection from and reconnection to the system, and such user shall deposit the cost, as estimated, of disconnection and reconnection before such user is reconnected to the system. The City Inspector shall refund any part of the deposit remaining after payment of all costs of disconnection and reconnection (Ord. 86-32, 4-3-1986).
9-2E-8: PUBLIC NUISANCE:

A. Declared: Continued habitation of any building or continued operation of any industrial facility in violation of the provisions of this title or any other applicable rule or regulation of the city is hereby declared to be a public nuisance. The city may cause proceedings to be brought for the abatement of the occupancy of the building or industrial facility during the period of such violation.

B. Abatement: During any period or disconnection pursuant to section 9-2E-7 of this article, habitation of any premises by human beings shall constitute a public nuisance, whereupon the city shall cause proceedings to be brought for the abatement of the occupancy of said premises by human beings during the period of such disconnection. In such event, and as a condition of reconnection, there shall be paid to the city reasonable attorney fees and costs of suit arising in said action (Ord. 86-32, 4-3-1986).
9-2E-9: ENFORCEMENT:

A. Means Of Enforcement: The procedures set forth in subsection 9-2E-6C and sections 9-2E-7 and 9-2E-8 of this article are established as a means of enforcement of the terms and conditions of this chapter and not as a penalty.

B. Liability: Any person violating any of the provisions of this chapter shall be liable to the City for any expense, loss or damage occasioned by such violation (Ord. 86-32, 4-3-1986). 49 Appendix 3-B
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APPENDIX 3-B. AGREEMENTS WITH SATELLITE AGENCIES
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SECTION 4. OPERATION AND MAINTENANCE PROGRAM

4.1 Introduction
This section of the SSMP is intended to provide an overview of the City’s sewer system operations and maintenance program.

4.2 Regulatory Requirements for the Operations and Maintenance Program Section
The requirements for the Operations and Maintenance Program section of the SSMP are:

GWDR (Element 4 – Operations and Maintenance) Requirement:

The GWDR requirements for the Operations and Maintenance Program are:
• Maintain an up-to-date map of sanitary sewer system, showing all gravity line segments and manholes, pumping facilities, pressure pipes and valves, and applicable storm water conveyance facilities;
• Describe routine preventive operation and maintenance activities by staff and contractors, including a system for scheduling regular maintenance and cleaning of the sanitary sewer system with more frequent cleaning and maintenance targeted at known problem areas. The Preventative Maintenance (PM) program should have a system to document scheduled and conducted activities, such as work orders; • Develop a rehabilitation and replacement plan to identify and prioritize system deficiencies and implement short-term and long-term rehabilitation actions to address each deficiency. The program should include regular visual and TV inspections of manholes and sewer pipes, and a system for ranking the condition of sewer pipes and scheduling rehabilitation. Rehabilitation and replacement should focus on sewer pipes that are at risk of collapse or prone to more frequent blockages due to pipe defects.

Finally, the rehabilitation and replacement plan should include a capital improvement plan that addresses proper management and protection of the infrastructure assets. The plan shall include a time schedule for implementing the short- and long-term plans plus a schedule for developing the funds needed for the capital improvement plan; • Provide training on a regular basis for staff in sanitary sewer system operations and maintenance, and require contractors to be appropriately trained; and • Provide equipment and replacement part inventories, including identification of critical replacement parts.

4.3 Operations and Maintenance Program
Operations and maintenance activities and programs are critical to ensuring the effectiveness and longevity of a healthy sanitary sewer collection system. The following sections describe the City of Solvang’s efforts to operate and maintain its system in the most efficient and effective manner.
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4.3.1 Collection System Maps
The Requirement: Maintain an up-to-date map of sanitary sewer system, showing all gravity line segments and manholes, pumping facilities, pressure pipes and valves, and applicable storm water conveyance facilities.

The City of Solvang currently has an atlas of its sanitary sewer system prepared in a GIS format to allow for better data management. The GIS Atlas Map was developed based on an AutoCAD Atlas produced by MNS engineering in 1993. The current Atlas used the 1993 AutoCad work, primarily for inventory, and every sewer facility was geo-referenced with a Trimble rangefinder.

The facilities were then put together in ArcGIS with aerial photography and the county generated geometry and data. ZWorld GIS produced the updated Atlas Map Books and a cloud based GIS for the City of Solvang.

The updated Atlas Map was prepared in 2013 and is continually being updated as needed. The general sewer information shown consists of the pipe size, manholes, cleanouts, length between manholes/cleanouts, and which Basin the sewer pipe resides in. Field staff is responsible for field-checking the Atlas sheets and making sure corrections are documented and reported. The current Correction Management procedure for updates or corrections to the GIS Atlas Maps consists of field staff marking up an Atlas sheet and sending it to ZWorld GIS to incorporate. Unfortunately, at this time only ZWorld GIS has the ability to update the GIS database. In the future it would be beneficial for the City to have access and the ability to update the Atlas Maps by themselves. The following sewer information should be added to the GIS database: pipe material, date built, rim elevation, and invert elevations.

The 2013 Sewer Atlas system is comprised of 116 sheets: 2 index sheets at a scale of 1”=1,000 feet and 114 atlas sheets at a scale of 1”=100 feet (See Appendix 4-A Sewer Atlas System).

The index sheets are included in this report for reference. Sewer maps are located in three locations: at the Wastewater Treatment Plant, in the Vac-Con truck, and in the Engineering Department (Laserfiche archive). In addition, plans of pumping facilities, pipes, valves, and applicable storm water conveyance facilities are located at the Wastewater Plant.

Any Atlas sheet(s) impacted by corrections should be printed and distributed on at least a semiannual basis to staff that have been identified as having an Atlas Map Book. Updated sheets should include a revision number that identifies the date the sheet was updated.

When new subdivisions or changes to the system are completed, data should be input by office staff using the Correction Management procedure developed to ensure that updating activities do not adversely affect the accuracy of the maps.

4.3.2 Preventive Operation and Maintenance
The Requirement: Describe routine preventive operation and maintenance activities by staff and contractors, including a system for scheduling regular maintenance and cleaning of the sanitary sewer system with more frequent cleaning and maintenance targeted at known problem areas.

The Preventative Maintenance (PM) program should have a system to document scheduled and conducted activities, such as work orders.
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The elements of the City’s sewer system O&M program include:
• Proactive, preventive, and corrective maintenance of gravity sewers; • Closed-Circuit Television (CCTV) inspection;
• Rehabilitation and replacement of sewers that are in poor condition; and • Periodic inspection and preventive maintenance for the pump stations.

The details of the City’s O&M programs are:

Gravity Sewers
• Preventative maintenance is performed on the entire conveyance system once a year.

A monthly maintenance schedule in spreadsheet/database format includes street names, manhole numbers, and sewer footages. This information can be found on the bulletin board at the WWTP, in the Vac-Con Truck, and in the Standard Operating Procedures manuals.
• The City proactively cleans its gravity sewer system every 2 years, and preventively cleans sewers with a history of problems every 3, 6, or 12 months, as dictated by sewer problems and permit requirements (See Table 7-2 Annual Sewer Hot Spot Jetting Schedule).
• The City contracts CCTV inspection services for both periodic condition assessment and for follow-up on major SSO events. Frequency of these assessments is determined by sewer problems and permit requirements.
• City crews correct problems identified by CCTV and sewer cleaning crews. Repairs are completed in priority order. When practical, repairs and replacement projects are coordinated with the City’s street resurfacing program and annual water main replacement projects.
• The City repairs significant structural defects as they are identified. • Gravity sewer maintenance is currently scheduled using maps and lists of “hot spot” line segments. Completed gravity sewer maintenance is recorded on field crew daily reports in a Flushing Log at the wastewater plant.
• The City’s standard operating procedure for sewer cleaning “Hydro Jet Operator” is included as Appendix 4-B.

Pump Stations
• The City performs routine and preventative maintenance of its lift stations as follows:
o Wet wells are pumped out and cleaned at least twice a year, or more often if necessary, to prevent solids and grease build-up.
o Inspections of submersible pumps are performed on a semi-annual basis.

Inspection of the impellers is performed when motor hours are not within 10% of the other motors at the station.
o Inspection of the check valves are performed weekly to insure proper working order and to prevent backflow from the force main to the wet well. 114
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o Cleaning and inspections of floats or transducers are performed as needed. o Inspection of the light and alarm systems are performed weekly. o Installation of hour meters on each motor gives an accurate record of how often each motor is cycling. A logbook of motor hours, dates, and maintenance performed is kept for each lift station.
• The following measures are recommended to ensure proper working order of the City’s pump stations:
o Record amp readings on each motor on a monthly basis. o Conduct inspections of all electrical motor control equipment twice per year to find poor connections and worn parts.

Wastewater collections staff documents their activities in a database which is stored on a personal computer at the Wastewater Treatment Plant. The Flushing Log has a sheet note section used for recording problems. This Log aids in scheduling and determining frequency of conducted activities.

4.3.3 Rehabilitation and Replacement Program
The Requirement: Develop a rehabilitation and replacement plan to identify and prioritize system deficiencies and implement short-term and long-term rehabilitation actions to address each deficiency. The program should include regular visual and TV inspections of manholes and sewer pipes, and a system for ranking the condition of sewer pipes and scheduling rehabilitation. Rehabilitation and replacement should focus on sewer pipes that are at risk of collapse or prone to more frequent blockages due to pipe defects. Finally, the rehabilitation and replacement plan should include a capital improvement plan that addresses proper management and protection of the infrastructure assets. The plan shall include a time schedule for implementing the short- and long-term plans plus a schedule for developing the funds needed for the capital improvement plan.

The City’s goal is to inspect the condition of its gravity sewers on a five-year cycle. Over the sixyear period spanning 2020 through 2025, the City maintained and assessed the sewer system to define and implement a long-term maintenance plan protecting infrastructure assets.

Maintenance and assessment included video and visual inspections alongside continuous flushing across the network, scaling up from 84,611 feet flushed in 2020 to 239,069 feet flushed in 2025. The City’s multi-year sewer system strategy prioritizes system deficiencies so that short-term and long-term rehabilitation actions can be implemented under the City’s Capital Improvement Program (CIP).

The City plans annual projects for the rehabilitation and replacement of its sanitary sewer system. The operational improvements and rehabilitation projects completed over the past 6 years, 2020 through 2025, are shown in Table 4-1. This included executing the Phase 1 Water Quality plant upgrade project at the Solvang WWTP, alongside infrastructure updates at the Fjord Lift Station (replacing the PLC and Automatic Transfer Switch in 2025) and the Alisal Lift Station. The projects included in the City’s current Capital Improvement Program are shown in Table 4-2.
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Table 4-1. Capital Improvement Program, Sanitary Sewer, FY2020 through FY2025 Year Location Project Category Project Description
2020 Collection
System Operations and Maintenance Cleaned and flushed 84,611 of the collection system pipes (no spills 2020) Fjord Lift
Station Operations and Maintenance Maintained and operated a new odor control system Operations and Maintenance Completed all monthly maintenance schedules Operations and Maintenance Serviced and load tested the backup generator Rehabilitation Replaced Seals and Serviced Pump #3
Alisal Lift
Station Operations and Maintenance Completed the annual cleanup of debris in the wet well Operations and Maintenance Performed maintenance and worked on the SCADA telemetry Operations and Maintenance Completed all monthly maintenance schedules Solvang WWTP Operations and Maintenance Maintained and serviced all mechanical pumps and machinery Rehabilitation Installed a new grinder unit and auger on the screenings compactor.

Rehabilitation Continued SCADA software upgrades to optimize denitrification.

Operations and Maintenance Serviced plant generator and completed load testing.

Operations and Maintenance Cleaned both effluent percolation ponds.

Rehabilitation Rebuilt the sump pit pump.

Rehabilitation Installed a new mixing pump in Sequencing Batch Reactor (SBR) No. 3.

Operations and Maintenance Retained Carollo for plant upgrade engineering, finished the design for Phase 1 (aeration system replacement), and put the project out to bid. 2021 Collection
System Operations and Maintenance Cleaned and flushed 45,702 of the collection system pipes (no spills 2021) Fjord Lift
Station Rehabilitation New odor control system and maintaining odor control system.

Operations and Maintenance Completed all monthly maintenance schedules Operations and Maintenance Serviced generator and load tested Rehabilitation Replaced hinge mechanism on meeting manhole access Alisal Lift
Station Operations and Maintenance Annual cleanup of debris in Alisal Lift Station Wet Well Rehabilitation Worked on Scada Telemetry
Operations and Maintenance Completed all monthly maintenance schedules Solvang WWTP Operations and Maintenance Maintained and serviced all mechanical pumps and machinery Rehabilitation Installed new brushes in the screening auger.

Rehabilitation Continued SCADA upgrades to optimize the denitrification process and upgraded the SCADA server.

Operations and Maintenance Serviced and load-tested the plant generator.

Operations and Maintenance Cleaned both percolation ponds. 116
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Operations and Maintenance Completed Engineering part of Phase 1 of the Water Quality project: retrofitted the plant with a new mixing and aeration system.
2022 Collection
System Operations and Maintenance Cleaned and flushed 71,285 of the collection system pipes (no spills 2022) Fjord Lift
Station Operations and Maintenance Maintained the odor control system.

Operations and Maintenance Completed all monthly maintenance schedules.

Operations and Maintenance Serviced and load-tested the generator.

Rehabilitation Replaced generator batteries.

Alisal Lift
Station Operations and Maintenance Completed the annual cleanup of debris in the wet well.

Rehabilitation Worked on SCADA telemetry.

Operations and Maintenance Completed all monthly maintenance schedules.

Solvang WWTP Operations and Maintenance Maintained and serviced all mechanical pumps and machinery.

Rehabilitation Continued SCADA upgrades to optimize the denitrification process and upgraded the SCADA server.

Operations and Maintenance Serviced and load-tested the plant generator.

Rehabilitation Replaced generator batteries.

Operations and Maintenance Cleaned both percolation ponds.

Operations and Maintenance Dialed in new process equipment. 2023 Collection
System Operations and Maintenance Cleaned and flushed 49,926 of the collection system pipes (no spills 2023) Fjord Lift
Station Operations and Maintenance Maintained the odor control system.

Operations and Maintenance Completed all monthly maintenance schedules.

Operations and Maintenance Serviced and load-tested the generator.

Rehabilitation Replaced generator batteries.

Alisal Lift
Station Operations and Maintenance Completed the annual cleanup of debris in the wet well.

Rehabilitation Worked on SCADA telemetry.

Operations and Maintenance Completed all monthly maintenance schedules.

Rehabilitation Added a backup float control in case of PLC failure.

Solvang WWTP Operations and Maintenance Maintained and serviced all mechanical pumps and machinery.

Rehabilitation Continued SCADA upgrades to optimize the denitrification process and upgraded the SCADA server.

Operations and Maintenance Serviced and load-tested the plant generator.

Rehabilitation Replaced generator batteries.

Operations and Maintenance Cleaned both percolation ponds.

Operations and Maintenance Dialed in new process equipment. 117
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2024 Collection
System Operations and Maintenance Cleaned and flushed 89,451 of the collection system pipes (no spills 2024) Operations and Maintenance Routinely checked and monitored problem areas to address issues before they happen.

Fjord Lift
Station Operations and Maintenance Maintained the odor control system.

Operations and Maintenance Completed all monthly maintenance schedules.

Operations and Maintenance Serviced the station generator and performed load testing.

Rehabilitation Replaced generator batteries.

Alisal Lift
Station Operations and Maintenance Conducted the annual cleanup of debris in the wet well.

Rehabilitation Worked on SCADA telemetry.

Operations and Maintenance Completed all monthly maintenance schedules.

Operations and Maintenance Added backup float control system in case of PLC failure.

Solvang WWTP Operations and Maintenance Maintained and serviced all mechanical pumps and machinery.

Rehabilitation Continued SCADA upgrades to optimize the denitrification process and upgraded the SCADA server.

Operations and Maintenance Serviced the plant generator and performed load testing.

Rehabilitation Replaced generator batteries.

Operations and Maintenance Cleaned both percolation ponds.

Operations and Maintenance Dialed in new process equipment.

Rehabilitation
Completed Phase I of the plant upgrade project (new blowers, fine bubble aeration, large bubble mixing, and upgraded SCADA), which has been operating for three years.
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2025 Collection
System Operations and Maintenance Cleaned and flushed 239,069 of the collection system pipes (no spills 2025) Rehabilitation
Planned lining of the creek crossing on the Alisal portion of the collection system.

Rehabilitation Planned coating of the manholes on the Alisal portion.

Fjord Lift
Station Operations and Maintenance Maintained the odor control system.

Operations and Maintenance Completed all monthly maintenance schedules.

Operations and Maintenance Serviced and load tested the generator.

Rehabilitation Replaced generator batteries.

Rehabilitation Replaced the Automatic Transfer Switch.

Rehabilitation Replaced the PLC.

Alisal Lift
Station Operations and Maintenance Conducted annual cleanup of debris in the wet well.

Rehabilitation Worked on SCADA telemetry.

Operations and Maintenance Completed all monthly maintenance schedules.

Rehabilitation Added back-up float control in case of PLC failure.

Solvang WWTP Operations and Maintenance Maintained and serviced all mechanical pumps and machinery.

Rehabilitation Continued SCADA upgrades to optimize the denitrification process and upgraded the SCADA server.

Operations and Maintenance Serviced and load tested the plant generator.

Rehabilitation Replaced generator batteries.

Operations and Maintenance Cleaned both percolation ponds.

Operations and Maintenance Dialed in new process equipment.

Rehabilitation Replaced process membranes in all three SBR tanks. 119
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Table 4-2. Capital Improvement Program, Sanitary Sewer, FY26/27 through FY36/37 Sanitary Sewer FY 2026/2027 thru 2036/2037
Capital Projects - Sanitary Sewer
Project Name, Description & Need
Project and
10-Yr
Program
Cost
Funding Source 2026/27 2027/28 2028/29 2029/30 2030/31 FYs 2031/32- 2036/37
Yellow Basin Rehabilitation $ 3,200,000 Sewer Fund $ 1,200,000 $ 2,000,000 Description: This project includes comprehensive
rehabilitation of sewer mains and manholes within the
Yellow Basin using trenchless lining and renewal methods.

Improvements may include cured-in-place pipe (CIPP)
lining of gravity sewer mains, structural or protective lining of manholes, targeted spot repairs, and associated
appurtenance improvements. Construction activities will include necessary bypass pumping, traffic control, and
restoration to support safe and continuous wastewater
conveyance during implementation.

Need: Rehabilitation addresses documented structural
deficiencies and inflow and infiltration sources within this basin, reducing wet-weather flows and extending the
service life of sewer mains and manholes.

Alisal Lift Station Upgrades $ 1,100,000 Sewer Fund $ 70,000 $ 230,000 $ 800,000 Decription: This project includes targeted modernization of critical mechanical, electrical, and control system
components at the Alisal Lift Station to address near-term reliability needs. Improvements may include replacement or rehabilitation of pumps, motors, valves, electrical panels or motor control centers (MCCs), level control systems, protective coatings, and integration with the City’s SCADA system. Work will focus on the highest-risk components
necessary to stabilize operations and reduce the likelihood of equipment failure.

Need: The Alisal Lift Station contains aging mechanical and electrical equipment that increases the risk of
operational disruptions and sanitary sewer overflows
(SSOs). Phase 1 improvements address immediate
reliability concerns, reduce failure risk during normal and peak flow conditions, and establish a foundation for
subsequent modernization efforts.

Collection System Video Surveillance $ 320,000 Sewer Fund $ 80,000 $ 80,000 $ 40,000 $ 120,000 Description: This project consists of a comprehensive
video inspection and condition assessment of the City’s sewer collection system to document the structural and
operational condition of sewer mains and associated
assets. CCTV inspections will be used to identify defects, I&I sources, root intrusion, alignment issues, and other conditions affecting system performance. Inspection data will be used to establish accurate pipe stationing, support GIS mapping, and update the City’s asset inventory. The results will inform future CIP prioritization, rehabilitation planning, and ongoing maintenance activities.

Need: This program is needed to establish a current,
system-wide understanding of sewer asset condition and to proactively identify deficiencies before they result in failures or sanitary sewer overflows. A comprehensive
condition assessment supports data-driven decisionmaking, improves accuracy of capital planning, and reduces long-term maintenance and emergency repair
costs.

Manhole and Sewer Line Rehabilitation Program $ 700,000 Sewer Fund $ 350,000 $ 350,000 Description : Ongoing Program to repair or replace old, deteriorated manholes, and manholes experiencing high
infiltration.

Need: The ongoing Program replaces facilities at the end of their useful life providing more reliable service, and prevents groundwater infiltration into the sewer system.

Reducing groundwater infiltration into the sewer system helps mitigate the possibility of sewer spills. Manholes degrade over time due to root damage and microbialinduced corrosion from sewer gasses such as hydrogen sulfide.

Total: $ 5,320,000 $500,000 $660,000 $ - $1,200,000 $ 40,000 $ 2,920,000 120
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Funds that support the sanitary sewer portion of the Capital Improvement Program come from the City’s Sewer Fund (Fund 42). The sewer fund is an enterprise fund by which reserves are generated from connection fees and monthly user fees based on the current rate structure.

4.3.4 Training
The Requirement: Provide training on a regular basis for staff in sanitary sewer system operations and maintenance, and require contractors to be appropriately trained.

The City uses a combination of in-house classes; on the job training; and conferences, seminars, and other training opportunities to train its wastewater collection system staff. All staff working on the City’s collection system are certified wastewater operators.

Staff receive confined space training, lock-out/tag-out and competent person training annually, First Aid training every three years, and CPR training every year. Staff participates in weekly safety tailgate meetings every other week; the safety meetings are documented in a safety log.

It is recommended that the City’s contract language require contractors working in the wastewater collection system to provide training for their employees in the activities that may cause SSO’s and in responding to contractor-caused SSO’s.

4.3.5 Contingency Equipment and Replacement Inventories The Requirement: Provide equipment and replacement part inventories, including identification of critical replacement parts.

Replacement Part Inventories
The City of Solvang’s collections system is comprised of gravity sewer lines ranging in size from 4-inches to 15-inches in diameter and two major lift stations, Fjord Lift Station and Alisal Ranch Lift Station. With regard to the gravity sewer collection system, critical replacement part inventories include replacement pipe, repair couplings, and fittings are available on site; pipe in this size range is also readily available at local supply sources. In addition to these supply sources, it is recommended the City formalize mutual aid agreements with neighboring communities such as the City of Buellton and Santa Ynez Community Services District.

The City’s lift stations have built-in redundancy with one additional pump available in stand-by mode to meet system demand flows. Both lift stations have the capability for emergency generator hookup. In the event a generator is not available, the City’s vacuum truck can be used to pump down the lift station wet well as needed until electrical power or the pumps are restored to service. Both lift stations are set up with emergency bypass systems. in the event of total pump failure, they can be bypassed by bringing in an external gas-powered pump and hooking up to the bypass system. In the event the City’s vacuum truck is not available, the City has several private pumper truck contractors on their emergency/on-call list. Contact information for these contractors is included in Table 4-2.
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Table 4-3. Hydro Jet/Vacuum/Pump Trucks Emergency/On-Call List

BUSINESS/LOCATION PHONE NUMBER
Clay’s Septic & Jetting Inc.
867 Guadalupe St.

Guadalupe, CA 93434
(805) 688-2571 or
(805) 316-5403
County Sanitation Company, Inc.
415 E. Montecito St.

Santa Barbara, CA 93101
(805) 682-3568
Speeds Transportation Services
1573 E. Betteravia Road PO Box 276
Santa Maria, CA 93454
(805) 925-1369
Valley Septic Service
1337 Betteravia Road
Santa Maria, CA 93454
(805) 354-5425
Pacific Petroleum California Inc.
1615 E. Betteravia Road, Suite A
Santa Maria, CA 93454
(805) 925-1947
122
Appendix 4-A
Rev. 4
City of Solvang
Sewer System Management Plan
4A-1
APPENDIX 4-A. CITY OF SOLVANG SEWER ATLAS SYSTEM
Note: Last Atlas Map update was June of 2013. City staff use GIS data instead of the Atlas Map. The GIS data is available for city staff on portable tablets.
123
6 1 2 3 4 5
7 8 9 11
76 65 66 67 68 69 70
60 61 62 63 64
51 52 53 54 55 56 57 58
43 44 45 46 47 48 49 50
36 37 38 39 40 41 42
28 29 30 31 32 33 34 35
20 21 22 23 24 25 26 27
14 15 16 17 18 19
10 59
12 13
71 72 73 74 75
77 78 79 80
64A
STATE HWY 246
ALISAL
RD

CHALK HILL RD

LAUREL AV

FJORD DR

ALAMO PINTADO RD

VIBORG RD

FIFTH ST

FIRST ST
OAK ST

PINE ST
ELM AV

THIRD ST

MAPLE AV

JANIN WY

LADAN DR
AARS

KOLDING AV

REBILD DR

HILL HAVEN RD
ODBY

FREDENSBO

RG CANYON RD

ATTERDAG RD
FIR AV

LARK HILL

SKAGEN DR

AARHUS DR

HOLLY LN

OLD MILL RD RANCH RD

ODIN WY

HILLSIDE DR

VIKING WY

WILLOW DR

JENNILSA LN

OLD MISSION DR

ALTA VISTA

SECOND ST

COYOTE CREEK RD

NYSTED DR

FREDENSBORG WY

CREEKSIDE DR

JUNIPER AV

MOLLE WY
ALNOR
GLEN
WY

RIBE RD

ALISAL MESA RD

SUNRISE WY

HOLSTED RD

ELSINORE DR

PARK WY

MESA DR
SKYTT

MESA DR

BIRCH DR

ELVERHOY WY

FREYA DR

VALHALLA DR

HIGH MEADOW RD

MESA VISTA LN

VAL VERDE

ROSKILDE RD

GREENFIELD RD

SECOND PL
SORO
IVY LN

JANIN PL

VESTER STED

PETERSEN AV

COAST OAK DR

COLLEGE CANYON RD

COPENHAGEN DR

ELK GROVE RD

PASEO DEL RIO

RIO VISTA

SIERRA VISTA DR

FOURTH PL

ACORN WY

MANZANITA
ASH LN

VILLAGE LN
ALLE

VIA REPOSA
Y

ADOBE CREEK RD

EUCALYPTUS DR

AEBELTOFT WY

AMBER WY
VIA

DEL SOL

OSTER STED

KRONBORG DR

AALBORG WY

SAWLEAF LN

KANIN HOJ

MISSION SANTA YNEZ

BAKKE WY

ASKOV PL

OLESEN DR

CREEKSIDE PL

MOUNTAIN VIEW DR

PARK VIEW TR
AAL

BORG CT

SYCAMORE WY

HICKORY WY

FIRST CT

IRONWOOD WY

LILLEBAKKE CT

VESTER HOF

AUGUSTENBORG PL

FIRST ST

COPENHAGEN DR

SUNRISE WY

EUCALYPTUS DR
SHEET 1
SHEET 2
¯

NO SCALE
1 INCH = 1,000 FEET
500 0 500 1,000
Feet
± SHEET INDEX
1 OF 2

SHEET INDEX MAP
www.zworldgis.com ! 805.448.1726
********************************DISCLAIMER********************************** THIS MAP IS FOR REFERENCE PURPOSES ONLY. ALTHOUGH

EFFORT HAS BEEN MADE TO PRESENT ACCURATE INFORMATION,
ERRORS MAY EXIST ON THIS MAP. THE CITY OF SOLVANG SHALL

NOT BE LIABLE FOR ANY ERRORS, OMISSIONS, OR DAMAGES
THAT RESULT FROM INAPPROPRIATE USE OF THIS DOCUMENT.

NO LEVEL OF ACCURACY IS CLAIMED FOR THE FACILITIES AND

BOUNDARY LINES SHOWN HERE ON, AND LINES SHOULD NOT BE

USED TO OBTAIN COORDINATE VALUES, BEARINGS OR
DISTANCES. ANY INTERESTED PERSON SHOULD MAKE THEIR

OWN FIELD INVESTIGATION TO CONFIRM THE ACCURATE
LOCATIONS OF FACILITIES AND BOUNDARY LINES SHOWN.

CITY OF SOLVANG - SEWER SYSTEM ATLAS

THIS MAP WAS DEVELOPED FROM GPS FIELD DATA COMBINED WITH RECORD DRAWINGS, ON FILE IN THE CITY OF SOLVANG.

MAP PREPARED BY ZWORLD GIS IN JUNE 2013.
124
92 97 98
81 82 83
84 85 86
87 88 89
91 94 95
99 96
90 93
111
112
110
113
109
105
100 101
102 103 104
106 107
108

ALISAL RD

RANCHO ALISAL DR

FAIRWAY DR

RILEY RD

RINCON DR

FAIRWAY PL

OXBOW PL

SHEET INDEX
www.zworldgis.com ! 805.448.1726 2 OF 2
1 INCH = 1,000 FEET
500 0 500 1,000
Feet
±
¯

NO SCALE
********************************DISCLAIMER********************************** THIS MAP IS FOR REFERENCE PURPOSES ONLY. ALTHOUGH

EFFORT HAS BEEN MADE TO PRESENT ACCURATE INFORMATION,
ERRORS MAY EXIST ON THIS MAP. THE CITY OF SOLVANG SHALL

NOT BE LIABLE FOR ANY ERRORS, OMISSIONS, OR DAMAGES
THAT RESULT FROM INAPPROPRIATE USE OF THIS DOCUMENT.

NO LEVEL OF ACCURACY IS CLAIMED FOR THE FACILITIES AND

BOUNDARY LINES SHOWN HERE ON, AND LINES SHOULD NOT BE

USED TO OBTAIN COORDINATE VALUES, BEARINGS OR
DISTANCES. ANY INTERESTED PERSON SHOULD MAKE THEIR

OWN FIELD INVESTIGATION TO CONFIRM THE ACCURATE
LOCATIONS OF FACILITIES AND BOUNDARY LINES SHOWN.

CITY OF SOLVANG - SEWER SYSTEM ATLAS

THIS MAP WAS DEVELOPED FROM GPS FIELD DATA COMBINED WITH RECORD DRAWINGS, ON FILE IN THE CITY OF SOLVANG.

MAP PREPARED BY ZWORLD GIS IN JUNE 2013.

SHEET 1
SHEET 2

SHEET INDEX MAP
125
Appendix 4-B
Rev. 4
City of Solvang
Sewer System Management Plan
4B-1
APPENDIX 4-B. STANDARD OPERATING PROCEDURES “HYDRO JET OPERATOR” City of Solvang
Wastewater Division Standard Operating Procedures
Vac-Con Truck Operator
Vac-con Pre Inspection Walk Around
• Check the engine/auxiliary motor oil, hydraulic fluid, fuel and DEF fluid • Grease proper zerk fittings
• Make sure mirrors are clean
• Make sure tire pressure is adequate
Driving the Vac-Con Truck
• Assure the mirrors on the truck are adjusted properly. • Have a spotter when backing.
• Give more time for stopping due to the heavy weight of the truck Work Site Safety
• Wear a class II safety traffic vest at all times.
• Identify potential traffic hazards.
• Use flashers and overhead warning lights.
• Use traffic cones at all times when in the street.
• Use the Stop/Slow sign when controlling traffic, do not use hand signals. • Use the vehicle as a barrier between workers and traffic. • Use warning signs when appropriate, Ex. ROAD WORK AHEAD. • Be aware of your surroundings at all times.
• It’s your responsibility to control the flow of traffic.

Vac-Con Truck Operation
• Use a spotter; drive the Vac-Con truck centering the hose reel over the manhole. • Use proper lifting technique when removing the manhole cover. • Start the auxiliary motor to engage the hydraulics.
• Select the proper nozzle for cleaning.
• Insert the leader hose into the tiger tail, and insert nozzle into the sewer line, running to the upstream manhole.
• Assure the nozzle is in the line, and engage the pump and slowly throttle up the engine. • Run the hose out slowly (keep in mind the footage of the run). • When at the end of the run, begin retracting the hose slowly to assure a good clean. • Inspect the hose condition when retracting.
• Once the leader hose is in sight run the unit for a few minutes to clear debris from the end of the line.
• Throttle down the engine and disengage the pump.
• Retract the hose the rest of the way.
• Remove the nozzle and wash down the inside of the manhole. • Replace the manhole cover and pick up all traffic equipment.

Cleanup
• Prior to returning the Vac-Con truck to the shop wash it down and ensure the water tank is full. • Close the water feed valve and clean the pump water filter. 126
Appendix 4-B
Rev. 4
City of Solvang
Sewer System Management Plan
4B-2
• Return the keys to Vac-Con truck. (A spare key is located at the WWTP in the key lock box.) *Wear the proper Personal Protective Equipment at all times, including gloves, boots, safety glasses, and hearing protection.

If the Vac-Con Truck 633 is out of service, the following reserve equipment and operating procedures shall be followed:

Hydro Jet Operator
Connecting the Trailer to the Truck
• The Chevy truck 627 is the sanitary sewer truck. If it is unavailable use the Ford truck 642. • Select the proper size hitch ball.
• Assure the two safety chains are connected to the class III hitch. • Assure the electrical plug is properly connected, and check the operation of the lights. • Install the pin in the hitch latching mechanism.
• Check the engine oil, hydraulic fluid, and the fuel.

Driving the Trailer
• Assure the mirrors on the truck are adjusted properly. • Have a spotter when backing.
• Adjust the trailer brakes.
• Give more time for stopping due to the heavy weight of the trailer. • Give more of a turning radius.
• Perform driver test prior to pulling the trailer.

Work Site Safety
• Wear an orange traffic vest at all times.
• Identify potential traffic hazards.
• Use flashers and overhead warning lights.
• Use traffic cones at all times when in the street.
• Use the Stop/Slow sign when controlling traffic, do not use hand signals. • Use the vehicle as a barrier between workers and traffic. • Use warning signs when appropriate, Ex. ROAD WORK AHEAD. • Be aware of your surroundings at all times.
• It’s your responsibility to control the flow of traffic.

Hydro Jet Operation
• Use a spotter, back the hydro jet centering the hose reel over the manhole. • Use proper lifting technique when removing the manhole cover. • Start the engine and bleed the air from the pump.
• Select the proper nozzle for cleaning.
• Insert the leader hose into the tiger tail, and insert nozzle into the sewer line, running to the upstream manhole.
• Assure the nozzle is in the line, and engage the pump and slowly throttle up the engine. • Run the hose out slowly (keep in mind the footage of the run). • When at the end of the run, begin retracting the hose slowly to assure a good clean. • Inspect the hose condition when retracting.
127
Appendix 4-B
Rev. 4
City of Solvang
Sewer System Management Plan
4B-3
• Once the leader hose is in sight run the unit for a few minutes to clear debris from the end of the line.
• Throttle down the engine and disengage the pump.
• Retract the hose the rest of the way.
• Remove the nozzle and wash down the inside of the manhole. • Replace the manhole cover and pick up all traffic equipment.

Cleanup
• Prior to returning the hydro jet to the shop wash it down and ensure the water tank is 3/4 full. • Close the water feed valve and clean the pump water filter. • Remove any nozzles from the hose.
• Return the keys to Chevy truck 627. (A spare key is located at the WWTP in the key lock box.) *Wear the proper Personal Protective Equipment at all times, including gloves, boots, safety glasses, and hearing protection.
128
Design and Performance Provisions
Rev. 4
City of Solvang
Sewer System Management Plan
5-1
SECTION 5. DESIGN AND PERFORMANCE PROVISIONS

5.1 Introduction
This section of the SSMP provides standards for installation, rehabilitation, and repair of the sewer collection system, as well as standards for inspection and testing of new, rehabilitated, and repaired facilities. The standards are intended to ensure that new construction, replacement and rehabilitation of the sewer collection system uses the most recent and relevant standards of the industry.

5.2 Regulatory Requirements for Design and Performance Provisions The requirements for the Design and Performance Provisions section of the SSMP are:

GWDR (Element 5 – Design and Performance Provisions) Requirement:

The GWDR requirements for the Design and Performance Provisions are:
• Identify design and construction standards and specifications for the installation of new sanitary sewer systems, pump stations and other appurtenances; and for the rehabilitation and repair of existing sanitary sewer systems; and • Identify procedures and standards for inspecting and testing the installation of new sewers, pumps, and other appurtenances and for rehabilitation and repair projects.

5.3 Design and Construction Standards for Sewers, Pump Stations, and Appurtenances
The Requirement: The SSMP must identify design and construction standards and specifications for the installation of new sanitary sewer systems, pump stations and other appurtenances; and for the rehabilitation and repair of existing sanitary sewer systems.

5.3.1 Design Standards for Sewers, Pump Stations, and Appurtenances Currently, the City of Solvang has a limited amount of design criteria (such as material type, location within the street corridor, etc. – City Standard Details, Section 100 and Section 600) but does not have City-specific design criteria for new pipe, manhole spacing, etc. With the exception of a few parcels on the outskirts of the City limits, the City is at near full build-out condition and the need for design criteria for new construction is limited. Despite this, the City intends to adopt new Design Guidelines for Water and Sewer Facilities—a copy of the draft is included as Appendix 5-A.

With respect to system rehabilitation and repair, the City utilizes a combination of measures (spot repairs, linings, coatings, etc.) depending on site-specific conditions to restore system performance to acceptable levels. During Fiscal Years 12/13, 13/14, and 14/15 the City funded various sewer main and manhole repair/rehabilitation/replacement projects that prompted the creation of new sewer main replacement and manhole rehabilitation details. Part 5, System Rehabilitation, of the Standard Specifications for Public Works Construction (Greenbook) is also used as a basis of design. It is recommended that verification of the minimum design criteria discussed 129
Design and Performance Provisions
Rev. 4
City of Solvang
Sewer System Management Plan
5-2
above be conducted and evaluated prior to implementing these rehabilitation procedures.

5.3.2 Construction Standards for Sewers, Pump Stations, and Appurtenances Currently, the City of Solvang has established construction standards for the major components of the City’s sewer system. The requirement for conforming to the City’s construction standards are described in the City Code, Section 9, Articles 9-B-1 and 9- 2B-5. The City’s Utility Director and engineering staff review the construction standards for accuracy and update the standards as needed. The last full issuance of all the City’s construction standard details was in November 2003. Many of the City’s standards have since been revised as recently as November 2007 and June 2008.

The City relies on a number of base standards to supplement their standard details, including the State of California, Department of Transportation (Caltrans) Standards, ASTM Standard Specifications, and the Standard Specifications for Public Works Construction (Greenbook). In the event that no City of Solvang Standard Detail addresses a certain aspect of construction, the standards of the County of Santa Barbara, Caltrans, or the Design Engineering Firm performing the design are utilized to develop appropriate details.

The City’s standard details for construction are located on the City’s website at http://www.cityofsolvang.com. The standard details are specifically located at https://www.cityofsolvang.com/290/Engineering-Division, and include the following list of drawings applicable to sewer (a copy of each is also included in Appendix 5-B.) 130
Design and Performance Provisions
Rev. 4
City of Solvang
Sewer System Management Plan
5-3
Section Number Title Issued: Revised:

General 100 General Specifications 7JUL21
101 General Street Specifications 7JUL21
101 General Street Specifications 7JUL21
102 Underground Utility Line Locations 7JUL21
103 Underground Uservice Lines And Laterals 7JUL21
104 Utility Symbols And Abbreviations 7JUL21
104 Utility Symbols And Abbreviations 7JUL21
105 Utility Trench Repair Detail 7JUL21
106 Sign Locations On Public Streets 7JUL21
106 Sign Locations On Public Streets 7JUL21
107 Sight Distance Set Back 7JUL21
108 Cold Plane Detail 7JUL21
109 Standard Lot Drainage 7JUL21
110 Sidewalk Tree Planting Detail 7JUL21
110 Sidewalk Tree Planting Detail 7JUL21
110 Sidewalk Tree Planting Detail 7JUL21
110 Sidewalk Tree Planting Detail 7JUL21
111 Tree well Repair Detail 7JUL21
Sewer 600 Table Of Contents 13JUL21
601 Sanitary Sewer Standards And Symbols 13JUL21
602 Sanitary Sewer Manhole 13JUL21
602 Sanitary Sewer Manhole 13JUL21
603 Sanitary Sewer Outside Drop Manhole 13JUL21
604 Shallow Sanitary Sewer Manhole 13JUL21
605 Sewer Manhole Adjustment 13JUL21
605 Sewer Manhole Adjustment 13JUL21
605 Sewer Manhole Adjustment 13JUL21
606 Manhole Raising Rings 13JUL21
607 Breaking Into Existing Manholes 13JUL21
607 Breaking Into Existing Manholes 13JUL21
608 Terminal Cleanout Structure 13JUL21
608 Terminal Cleanout Structure 13JUL21
609 House Connection Sewer 13JUL21
609 House Connection Sewer 13JUL21
610 Sanitary Sewer Trench 13JUL21
611 Pipe Anchors And Backfill Stabilizers 13JUL21
611 Pipe Anchors And Backfill Stabilizers 13JUL21
131
Design and Performance Provisions
Rev. 4
City of Solvang
Sewer System Management Plan
5-4

5.4 Inspection and Testing Standards for the Installation of Sewers, Pump Stations, and Appurtenances
The Requirement: The SSMP must identify the procedures and standards for inspecting and testing the installation of new sewers, pumps, and other appurtenances and for rehabilitation and repair projects.

All components of the sewer system are inspected, and tests are reviewed before a system (or component of the system) is accepted by the City. Inspection and testing requirements for sewer system components are fully described in appropriate sections of the Standard Specifications for Public Works Construction (Greenbook) and include closed-circuit video inspection, air-pressure and mandrel testing of gravity sewer mains, and hydrostatic testing of pressure mains. The most frequently used sections of the Greenbook include:
• Section 207 – Pipe
• Section 306 – Underground Conduit Construction
• Section 500 – System Rehabilitation
The City has the authority to enforce inspection and testing for new, rehabilitated, and repaired facilities, as described in Section 3 of this SSMP. The City employs full-time Public Works staff to perform inspections and also contracts-out for additional inspectors as needed. 612 Grease Trap 13JUL21
SR-1 Spot Repair
SR-2 Cured In Place Pipe (CIPP)
SR-3 Open Cut
SR-4 Pipe Bursting (Sheet 1)
SR-4 Pipe Bursting (Sheet 2)
MR-1 Installation of Liner in Existing Manhole
MR-2 Raise Manhole - Unpaved Areas
MR-3 Raise Manhole - Roadway Areas
MR-4 Raise Cleanout
MR-5 Example: Replace Manhole
132
Appendix 5-A
Rev. 4
City of Solvang
Sewer System Management Plan
5A-1
APPENDIX 5-A. DESIGN GUIDELINES FOR WATER AND SEWER FACILITIES 133

CITY OF SOLVANG
JULY 2026, REVISION 1.0

DESIGN GUIDELINES
FOR

WATER AND SEWER FACILITIES
July 2026

CITY OF SOLVANG
134

CITY OF SOLVANG
JULY 2026, REVISION 1.0

CITY OF SOLVANG

DESIGN GUIDELINES
FOR

WATER AND SEWER FACILITIES

TABLE OF CONTENTS
Section Description
100 General Design Requirements
200 Design Criteria, Water Facilities
300 Design Criteria, Sewer Facilities
400 Document Revision Log
135

CITY OF SOLVANG
JULY 2026, REVISION 1.0
100-1
SECTION 100

GENERAL DESIGN REQUIREMENTS
100.1 PURPOSE
The purpose of these Design Guidelines is to provide Applicants (developer/builder) with a general understanding of the design criteria for the City of Solvang water and sewer facilities for new development or re-development projects. These Design Guidelines are to be used in conjunction with, and as a supplement to, the City of Solvang Municipal Code, the City of Solvang Standard Plans and Specifications, and the Standard Specifications for Public WorksConstruction (Greenbook). 100.2 PROCEDURAL GUIDELINES AND STANDARD PLANS
The procedural guidelines for processing water and sewer improvement plans for development and redevelopment projects are described within the City’s Municipal Code and shall be in conformity with the procedures established by the Planning Department and the Utility Director.

All water and sewer improvements shall be designed and constructed in accordance with the City of Solvang Standard Plans and Specifications, these Design Guidelines, and the Standard Specifications for Public Works Construction, current edition.

All facilities to be operated and maintained by the City shall be located in public right-of-way (streets or recorded easements).
100.3 PRELIMINARY FEASIBILITY INVESTIGATION
In some areas, and/or for larger projects, a feasibility investigation study may be necessary to determine whether the existing City water or sewer facilities are adequate to service the needs of the proposed development (or redevelopment) or if new water or sewer facilities are required to be constructed to handle the additional demands. In these cases, the Applicant (developer/builder) will be responsible for the full cost of the study, if required by the City. The City reserves the right to perform the study. 100.4 VERIFICATION OF SERVICE AVAILABILITY
If service verification is requested by the Applicant (developer/builder), the service verification request shall be addressed to the City of Solvang Utility Department, and must be accompanied by an 8-½ inches by 11 inches vicinity map and two (2) copies of the tentative tract map showing the proposed services and their points of connection to the existing City water and sewer facilities. Conceptual sizing of the water and sewer systems shall be shown along with dwelling unit densities, the estimated water and sewer demands, and the fire flow requirements from the Fire Department. The normal information required on tentative tract maps is also required.

Some larger development or redevelopment projects may require the City to perform a hydraulic distribution network analysis on either the water or sewer systems or both. In these cases, the Applicant (developer/builder) will be responsible for the full cost of these analyses. 136

CITY OF SOLVANG
JULY 2026, REVISION 1.0
100-2
In accordance with California Water Code Section 10912, water supply assessments and water service verifications will need to be prepared by the Applicant (developer/builder) for: any proposed residential, business, commercial, hotel or motel, or industrial development that would account for an increase of 10 percent or more in the number of the public water system's existing service connections, or a mixed-use project that would demand an amount of water equivalent to, or greater than, the amount of water required by residential development that would represent an increase of 10 percent or more in the number of the public water system's existing service connections.
100.5 CONSTRUCTION PROJECTS AND SERVICE REQUIREMENTS
Any and all proposed water and sewer improvements to serve a property/parcel or development must be reviewed and approved by the City of Solvang before these improvements can be constructed or modified.

Development or re-development projects generally include residential housing tracts, local and regional retail centers, and business and industrial parks where the Applicant (developer/builder) furnishes all the labor, equipment, and materials to construct the new water and sewer facilities within the project site.

A new water service will be required if one does not currently exist at the property/parcel. An additional service may be needed or modifications to the existing services if:
• Existing meter is too small or too large for the amount of water needed for the project. • The project wants to add or remove a waterservice.
• Fire services will be modified or constructed as part of the project. • Irrigation services will be modified or constructed as part of the project. All planting, irrigation and landscape-related improvements shall be subject to the requirements of the City of Solvang’s Municipal Code Section 41-1501.
• The existing service line has been out of service for ten (10) years or more as required by the City of Solvang’s Municipal Code Section 39-25 (m).

If new or modified water services are needed, project plans must be submitted for the City’s approval, including the plumbing plans, showing all external and internal water fixtures, fire sprinkler system, as well as the irrigation plans. The submittal shall include the total number of fixture units to be served by the new or modified water service, the fire sprinkler system design criteria, and the future expected flow rates of the irrigation system.

When a sewer connection is required, and a lateral to the property/parcel does not exist, the Applicant (developer/builder) will be responsible to prepare a plan for its construction, showing size, location, depth, slope and the location of the sewer clean-out. In addition, a new sewer lateral to a property/parcel may be needed if:
• Existing lateral is a break-in connection and not awye connection. • Existing lateral is too small or too large for the amount of sewer generated by the project. • Condition of the existing lateral is structurallydeficient. • Existing lateral has been out of service for ten (10) years or more. 137

CITY OF SOLVANG
JULY 2026, REVISION 1.0
100-3
100.6 SPECIAL CONDITIONS FOR LAND SUBDIVISIONS AND CONDOMINIUMS All projects must conform to the requirement that each dwelling unit or building under separate ownership must be provided with its own public service connection and meter. The City reserves the right to limit the number of houses or buildings, or area of land under one ownership, to be supplied by one public service connection and meter.
• Land Subdivisions – When property with an existing meter is subdivided, the service connection and meter shall be considered as belonging to the lot or parcel of land, which it directly enters.

A meter shall not be used to supply adjoining property of the same or a different owner. The City of Solvang will require a separate public service and meter for each lot at the time of subdivision. • Condominiums – Require a separate meter for each condominium (except in unusual cases). 100.7 REMODELS / TENANT IMPROVEMENT PROCEDURES
If the project will include the installation of new plumbing fixtures, the City of Solvang requires that the adequacy of the existing meter be evaluated and that the meter be upgraded if the addition of new plumbing fixtures and/or landscaping will cause water flow rates to exceed the capacity of the existing meter. The Applicant (developer/builder) shall submit a plumbing plan showing all future plumbing fixtures including existing plumbing fixtures to remain and landscape plans showing the future expected flow rates of the irrigation system. A listing of plumbing fixtures can be supplied in place of a plumbing plan. The City of Solvang will calculate the required meter size and determine if a meter upgrade is required. 100.8 SPECIAL CONDITIONS FOR MULTI-FAMILY DWELLINGS
In an effort to promote water conservation and accountability, and to limit future customer service disruptions, it is the policy of the City to require that all new developments have individual public meters serving multifamily dwellings (such as: apartments, condominiums, townhomes, mobile home parks, multi- tenant industrial and commercial centers, and mixed use developments). Such public water metering will be required regardless of whether the onsite water distribution system is publicly or privately owned and maintained. This requirement will not be imposed on low-income housing, long-term health care facilities, and hotels.

All public meters shall be located within public right-of-way or within an easement. At no time shall the public water service and/or meter be located within a building or within private property.

For multi-family residential dwelling units within multi-story building, the Applicant (developer/builder) may request a public water master meter serving the multi-story building as long as the Applicant (developer/builder) will be responsible for sub-metering of each individual residential units (apartments or condominiums) within the multi-family property. In addition, the Applicant shall submit an agreement to the City that the sub-metering of each individual unit within the multi-family property will be maintained and monitored to ensure the City’s policy is met for these multi-story buildings. Provisions for the ongoing maintenance and operation of the private sub-meters shall be the responsibility of the Applicant (developer/builder) and not the City.

As a minimum, each multi-story building shall be provided with at least one public water master meter. 138

CITY OF SOLVANG
JULY 2026, REVISION 1.0
100-4
The Applicant (developer/builder) of proposed multi-family dwellings shall endeavor to have a “pre-design” meeting with the City of Solvang Planning Department and the City of Solvang Utility Department to discuss the methods being proposed to meet the requirements of this policy. 100.9 IMPROVEMENT PLAN REQUIREMENTS
All plans submitted to the City of Solvang for plan checking and approval of water and sewer facilities shall be submitted on standard 24" x 36", maximum overall size sheets, with the City of Solvang Title Block. These plans shall conform to the “City of Solvang Utility Department Engineered CAD Standards”. These standards have been implemented to promote exchangeability and reusability by creating a uniform set of procedures to be used within the City’s Utility Department (PWD) but also for consultants submitting plans and other CADD documents intended for PWD storage and reuse.

All water and sewer improvements shall be designed in accordance with the City of Solvang Standard Plans and Specifications, these Design Guidelines, and the Standard Specifications for Public Works Construction, current edition.
100.9.1 Specific Improvement Plan Requirements:

1. Title Sheet
A. Project Title, Tract/Parcel Map Development Number, or ProjectName.

B. Location Map showing general area with projectnoted.

C. Index Map is required and must contain all of the followinginformation:

1. Scale: 1” = 100 feet.

2. All existing and proposed water and sewer mains, fire hydrants, water valves, meters/services, manholes and clean-outs.

3. The size and material for allmains.

4. The direction of flow for all sewer mains, the number of manholes and clean-outs.

5. Lot lines for the proposed development, footprints of buildings, total square footage, number of stories, and service stub locations for eachlot.

6. North arrow and street names.

7. Legend of symbols and lines.

8. All proposed easements for City of Solvang water and sewerfacilities.

D. Signature block – City’s approval of water and sewer facilities. Indicate which facilities are included on the water and sewer improvement plans. Provide signature block for city of Solvang Utility Director.

E. City’s Fire Authority approval.

F. Benchmark, description and latest elevations, and survey horizontal control. Benchmark shall reference the City’s MSL datum, available at Public WorksAgency.

G. Name, address, and phone number of engineering firm; name, address, and phone no. of developer; and legal description of property (Tract/Lot, Parcel Map No.) 139

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H. Quantity estimates, categorized by water, sewer and non-domestic water facilities may appear on Title Sheet.

I. Index of sheets.

J. Underground Service Alert Notification Block per Section 4212/5217 of the Government Code.

K. Revision block.

2. Second Sheet
Typically, the second sheet of the plan set will have the following information:

A. Quantity estimates (if not shown on TitleSheet).

B. General Notes.

C. Utility, addresses, and phone numbers, including but not limited to: gas, telephone, power, cable TV, water, sewer, recycled water, and stormdrain.

D. City’s Standard Water and Sewer Construction Notes.

E. Typical street cross sections showing street widths to right-of-way, location of sidewalks and curbs, all utilities, including gas, telephone, cable TV, and electrical facilities, storm drains, and proposed water and sewer facilities.

3. Plan and Profile Sheets
Separate plan and profile sheets are required for all water and sewer pipelines, as follows:

A. Scale: 1-inch = 20-feet (minimum) horizontal and 1-inch = 2-feet vertical. The vertical scale can be changed to 1-inch = 4-feet vertical when grades are steep, but this will need specific approval by the City’s Utility Department.

B. The plan and profile should be on same sheet and aligned (with profiles shown on the top of the sheet). Sewer lateral profiles, if required, shall be shown on separate sheets.

C. Each sheet shall list the construction notes needed for that sheet.

D. Existing water, sewer and storm drain facilities adjacent to development must be shown. Size and material of these facilities must be indicated.

E. Easements dedicated to the City of Solvang for water and sewer facilities must appear on plans.

F. Proposed building or dwelling unit pad elevations must beshown.

G. Drawings shall show on the plan and profile sheets the position of all other existing or proposed underground facilities. This shall include water, sewer, and storm drain crossing elevations.

H. Storm drain alignment shall be indicated in the plan view and all crossings of water facilities and the storm drain shall be shown in the storm drain profile. Where water lines cross over the storm drains the top of the storm drain and the bottom of the water line must be shown, along with the proposed depth of cover.

I. All water and sewer facilities to be operated and maintained by the City shall be located in public right-of-way (streets or recorded easements) which shall be clearly shown and fully dimensioned on the improvement plans.
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100.9.2 Signatures
Each sheet of the improvement plans submitted shall be signed by the Civil Engineer responsible for that design, except that a sheet of complex structural, mechanical or electrical plans shall be designed by the Professional Engineer responsible for that design. Each sheet shall also be stamped or sealed by the Professional Engineer and shall include the expiration date of their Registration Certificate noted.

Civil and Professional Engineers signing improvement plans shall be registered by the State of California.

Plan revisions subsequent to the City’s approval shall be resigned prior to resubmittal for the City’s reapproval. 100.10 SUBMITTAL REQUIREMENTS
Any and all proposed water and sewer improvements to serve a property/parcel or development must be reviewed and approved by the City of Solvang before these improvements can be constructed or modified.

The water and sewer improvements must be reflected on civil engineering plans and reviewed and approved through the City’s plan approval process. Plans submitted for approval shall be accompanied by a letter of transmittal addressed to the City. Plans shall be checked by the Applicant for consistency, accuracy, meeting of City’s CAD Standards, and conformance with the City’s Standard Plans and Specifications, these Design Guidelines, and the Standard Specifications for Public Works Construction prior to submission for the City’s approval. If plans have obviously not been checked by the Applicant, they will be returned not reviewed by the City.

Check prints shall accompany revised plans which are resubmitted for approval. Resubmitted plans shall be accompanied by a letter of transmittal addressed to the City. 100.10.1 Individual Tract Improvement Plans:

In addition to the requirements described in Section 100.9, the Applicant (developer/builder) shall submit the following items for first review of residential, commercial, and industrial developments:

1. Water and sewer improvements plans including the site plans, plumbing plans and the irrigation plans. Water, sewer, and structural design calculations shall accompany the plans, if appropriate.

2. Tract/parcel map showing gross acreage, street names, and any City of Solvang easements.

3. Grading plans.

4. Engineer’s quantity estimate for water and sewer facilities, including the total number of fixture units, estimated water and sewer flow rates, and expected flow rates of the irrigation system. 100.10.2 Non-Residential Plans:

In addition to the requirements described in Section 100.10.1, the Applicant (developer/builder) shall submit the following items for first review of all commercial or industrial developments:

1. Site utility plans showing: property lines; “footprint” of buildings; all on-site public and private fire hydrants; and all backflow devices.

2. Plans stamped and signed by City’s Fire Authority.
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3. Fire services will require a backflow prevention device (minimum double check valve assembly), as determined by the City and as required by the City’s Municipal Code.

4. Non-residential water service will be required to have a reduced pressure principal backflow assembly, as determined by the City and as required by the City’s Municipal Code.

5. Plumbing plans including the number of fixture units, and calculated water and sewer demand.

6. Irrigation plans including the expected flow rates of the irrigation system and all calculations required by City’s Municipal Code.
100.10.3 Fire Service Requirements
All 3-inch diameter and larger fire service connections will require, at a minimum, a “N-style” double check detector assembly with a by-pass meter. For all fire services with a contaminant control hazard, a reduced pressure principle backflow assembly (or a reduced pressure detector assembly) will be required, as determined by the City and as required by the City’s Municipal Code.

All fire service connections smaller than 2-inches in diameter, required by either NFPA 13D (one & two family residential fire sprinkler systems) or NFPA 13R (multi-family residential fire sprinkler systems), shall be provided with the following:
• Closed fire sprinkler systems will require a double check valve backflowdevice. • Open (flow-through) fire sprinkler systems will not require a backflow device as long as the ends of these systems are connected to a fixture that is regularly used. This prevents the water in the fire system from becoming stagnant.

The required backflow device shall be located adjacent to the building but upstream of the residential building valve, and shall be testable, and accessible for maintenance and repairs.

A “domestic water shutoff valve” may be used to effectively negate the need for any additional water demand by the home in the event of a fire. The design of the “domestic water shutoff valve” is such that if there is a fire sprinkler operation/activation during domestic usage, the valve will automatically shut off the flow to the domestic system and divert the available water supply to the sprinkler system, thereby eliminating the lower flow into the sprinkler system that might otherwise be caused by possible significant domestic water usage.

The use of a domestic valve can eliminate the need to combine the domestic and sprinkler demand (gallons per minute) when performing the hydraulic design calculation. 100.10.4 Irrigation Service Requirements
Facilities for irrigation of new and existing parks, medians, landscaped public area or landscaped areas, lawns, or gardens surrounding condominiums, townhouses, apartments, and industrial parks shall be designed and installed in such a way as to conserve water. Rate and extent of application of water shall be controlled by the owner so as to conserve water usage.

All planting, irrigation and landscape-related improvements shall meet the requirements of the City of Solvang’s Municipal Code.

Landscape and irrigation plans must be reviewed by the City of Solvang. Irrigation plans shall include any calculations required per Solvang’s Municipal Code.
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100.11 EASEMENTS
All water and sewer facilities to be operated and maintained by the City shall be located in public right-ofway (streets or recorded easements). The Applicant (developer/builder) shall grant, or cause to be granted to the City of Solvang, without cost to the City, all necessary easements for construction, installation, maintenance and access to the water and sewer facilities, across all privately-owned lands to be traversed by the facilities, which easements shall be in a form and condition of title satisfactory to the City of Solvang and shall be executed by all necessary parties having an interest in said lands.

All easement documents and plat map and legal descriptions shall be submitted to the County of Santa Barbara for recording. A copy shall be mailed to the property owner(s) after recording.

If an easement outside of the public right-of-way is required for construction and/or maintenance of water or sewer facilities, including but not limited to, water mains, sewer mains, manholes, hydrants, meter vaults, backflow assemblies, and any other water appurtenances; its minimum width shall be twenty (20) feet for water and sewer mains; and a minimum of five (5) feet on all sides for meters, fire hydrants, meter vaults, backflow assemblies, and other appurtenances, unless otherwise determined by the City of Solvang. Means of maintaining access to the easement must be provided and an all-weather surface constructed.

An easement running parallel with a lot line shall not be split so as to occur on two lots but shall be laid out so that the easement is located all on one lot.

In multi-family residential complexes or business parks, the Applicant may dedicate a “blanket easement” over all internal paved areas to the City as long as it covers the minimum area noted above.

Along public streets, a three (3) or five (5) foot wide utility parallel easement on private property for City of Solvang may be required depending upon public right-of-way widths and sidewalk locations.

The easement, title report, and legal descriptions with accompanying sketch and plans shall be prepared by the Applicant's engineer, and two copies of which shall be sent to the City, or easements shall be shown on a tract or parcel map.

NOTE: Approval by the City of Solvang of water and sewer improvement plans will not be given for the tract water and sewer systems until all easements have been obtained. 100.12 SEPARATION REQUIREMENTS
100.12.1 Horizontal Separation
Department of Drinking Water (DDW) regulations require that new water mains shall be installed at least ten (10) feet horizontally from and one (1) foot above, any parallel pipeline conveying:
• Untreated sewage;
• Primary or secondary treated sewage;
• Disinfected secondary recycled water; and
• Hazardous fluids such as fuels, industrial wastes, and wastewatersludge.

New water mains shall be installed at least four (4) feet horizontally from, and one (1) foot vertically above, any parallel pipeline conveying: disinfected tertiary recycled water (Title 22); and storm drainage. 143

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The minimum separation distances noted above shall be measured from the nearest outside edge of each pipe barrel.

If crossing a pipeline containing sewage, recycled water, or storm drainage, a new water main shall be constructed no less than 45-degrees to and at least one (1) foot above the pipeline. No connection joints shall be made in the water main within eight (8) horizontal feet of the other pipeline.

The vertical separation noted below is required only when the horizontal distance between a water main and the pipeline carrying the above fluids is less than ten (10) feet.

With DDW’s approval, newly installed water mains may be exempt from the separation distances noted above if the newly installed main is:
• Less than 1,320 linear feet in length;
• Replacing an existing main, installed in the same location, and has a diameter no greater than six (6) inches more than the diameter of the main it is replacing; and • Installed in a manner that minimizes the potential for contamination, including, but not limited to:
sleeving the newly installed main; or utilizing upgraded pipingmaterial. 100.12.2 Vertical Separation
Normally, water, sewer, recycled water, and storm drains shall be located vertically from the street surface in order of the higher quality, i.e., domestic water shall be above recycled water/storm drains, and recycled water/storm drains shall be above sewer.

Whenever a crossing must occur where a sewer main passes within one (1) foot of a domestic water main, special construction will be required. Encasement may be required if vertical separation requirements cannot be met. One of the following types of encasement may berequired:

1. Reinforced concrete encasement, a minimum thickness of 6inches.

2. Piping within a continuous steel casing which shall have a thickness of not less than 1/4 inch.

If a sewer is located below a water main, and within a vertical distance of a one (1) foot clearance distance, the special construction shall extend a minimum of four (4) feet of horizontal clearance on both sides of the crossing. These construction requirements shall not apply to house laterals that cross perpendicular less than one (1) foot below a pressure water main.
100.12.3 Separation from New and Existing Utilities
Construction of new utilities or structures shall maintain a minimum of five (5) foot parallel separation and a minimum of one (1) foot vertical separation from all City of Solvang water and sewer pipelines unless written authorization is obtained from the City of Solvang Utility Director. Construction of new water and sewer facilities shall maintain a minimum of five (5) foot parallel separation and one (1) foot minimum vertical separation from all existing utilities and structures unless written authorization is obtained from the City’s Utility Director.
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100.13 PROTECTION OF PUBLIC WATER SUPPLY
All water services shall be subject to the provisions of the City of Solvang’s Municipal Code Section 9, Chapter 4, “Cross Connection Program”. The following summarizes the cross-connection provisions included within the City’s Municipal Code.

The purpose of Section 9, Chapter 4 of the Municipal Code is to protect the public water supply: against actual or potential cross-connections by isolating within the premises contamination that may occur because of some undiscovered or unauthorized cross-connection on the premises; to eliminate existing connections between drinking water systems and other sources of water that are not approved as safe and potable for human consumption; and to eliminate cross-connections in the future.

The City of Solvang recognizes that the water purveyor has a responsibility to take all reasonable precautions to protect the integrity of the public water supply. Thus, in the exercise of this responsibility, the City of Solvang may need to conduct a cross-connection control survey of the Applicant’s plumbing system. The City will not address internal protection requirements. The City recommends that the Applicant or his engineer contact the local health agency (Environment Health Department)to ensure the on-site water system complies with current plumbing codes, and requirements of the local health agency. The City has a cross-connection specialist who is available for consulting on any questions regarding cross- connections.

The City of Solvang will not provide any water service to any premises unless the public domestic water supply is protected as required by State, County and City of Solvang regulations.

Except in special situations, it is now required to have back-flow devices installed for:
• All commercial domestic water services.
• All industrial domestic water services.
• All fire service connections except as noted in Section100.10.3. • All private domestic systems or fire line systems having two, or more, points of connection to the City’s water mains.
• All irrigation services on the domestic watersystem.
• All domestic services to sites where there is recycled wateron-site.

Back-flow prevention devices shall be approved by the U.S.C. Foundation for Cross-Connection Control and shall be installed by and at the expense of the customer.

The customer shall have the device: tested annually by a tester certified by the Environment Health Department; service such devices to maintain them in satisfactory operating condition; and shall overhaul or replace such devices if they are found defective. Test results shall be provided before the City will accept service as complete. Records of such annual tests, repairs, and overhauling shall be kept by the customer and copies forwarded to the City of Solvang’s cross-connection specialist and local health agency within ten (10) working days aftertesting.

Additional reference for guidelines to when, why, and what types of back-flow and cross-connection control devices are approved may be found in:

A. Section 9, Chapter 4 “Cross Connection Program” of the City of Solvang MunicipalCode. 145

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B. “Regulations Relating to Cross-Connections”, California Administrative Code - Title 17 - Public Health (Sections 7583 through 7605).

C. “Manual of Cross-Connection Control”, published by Foundation for Cross-Connection Control and Hydraulic Research, University of Southern California, School of Engineering.

D. EPA Cross-Connection Control Manual.
100.13.1 Backflow Device Location
All commercial and industrial domestic water services, and domestic services to sites where there is recycled water on-site, will require that a Reduced Pressure Principle backflow assembly be installed immediately downstream of the water meter. The device must be installed in accordance with the City of Solvang’s Standard Plans. The assembly must be installed above ground and cannot be installed in an underground vault.

These assemblies can be installed in such a manner as to be screened from view but must be easily accessible to City’s personnel to facilitate testing and servicing. There must be a minimum of five (5) feet of clearance on all sides of the backflow assembly. In addition, a ten (10) foot wide easement must be dedicated to the City of Solvang from the public right-of-way to the backflow assembly.

All fire services requiring a backflow assembly as specified in Section 100.10.3 (Fire Service Requirements) must be installed in accordance with City of Solvang’s Standard Plans. The required backflow assemblies must be on private property and shall be located adjacent to the building but upstream of the residential building valve and shall be testable and easily accessible for maintenance and repairs.

The City’s Fire Authority will determine the final placement of all fire services backflow assemblies. A ten (10) foot wide easement must be dedicated to the City of Solvang from the public right-of-way to the backflow assembly.
100.14 FIRE DEPARTMENT APPROVAL
Applicant (developer/builder) shall obtain approval from the City’s Fire Authority for fire hydrant spacing, the required fire flows for the development, and the final placement of all fire services backflow assemblies.

Fire Department’s approval shall be coordinated by the Applicant (developer/builder) and will be required prior to the City’s approval of the water improvementplans. 100.15 USE OF CITY’S SEWAGE FACILITIES
Title 9 of the City of Solvang’s Municipal Code, Chapters 1 and 2, deal with the City of Solvang’s sewer regulations. The City of Solvang sewers transport the sewage to its own publicly owned wastewater treatment plant. This treatment plant has regulations on the types of wastes that are allowed to be received into its treatment facilities and has requirements for its discharge and waste byproducts. Commercial or industrial Applicants shall contact the City for these regulations and any special discharge permit requirements and fees.

If only domestic wastewater is to be discharged from the project, only the regulations stipulated within the City’s Municipal Code willgovern.
100.16 FATS, OILS AND GREASE CONTROL
Title 9, Chapter 2 of the City of Solvang’s Municipal Code specifies the City’s regulations regarding fats, oils and grease control. The purpose of these regulations is to allow the maximum beneficial public use of the City’s sewer services and facilities while preventing blockages of the public sewer lines resulting from discharges of fats, oils and grease (FOG) to the sewer facilities and to specify appropriate FOG discharge 146

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requirements for food service establishments (FSE). These regulations will allow the City to comply with federal, state and local policies regarding sanitary sewer overflows (SSO) and to allow the City to meet applicable standards and provisions for the regulations of wastewater or waste containing FOG discharges to the sewer facilities.

Title 9, Chapter 2 of the City’s Municipal Code includes:
• Prohibitions that apply to all food service establishments(FSEs). • All FSEs shall implement best management practices in their operation to minimize the discharge of FOG to the sewersystems.
• The FOG pretreatment that is required for waste, which contains FOG, to be discharged into the sewer system.
• Requirements for grease interceptors and maintenance requirements. • FSE monitoring requirements for compliance, and record keepingrequirements. • Inspection and sampling conditions and emergency notification requirements. 100.17 CONSTRUCTION OF WATER AND SEWER IMPROVEMENTS
The Applicant (developer/builder) is responsible for the installation of all water and sewer facilities within and/or adjacent to his development to serve his development or re-development. All water and sewer improvements shall be constructed in accordance with the City’s Standard Plans and Specifications, these Design Guidelines, and the Standard Specifications for Public Works Construction, current edition.

Prior to the onset of construction activities for water and sewer improvements, the City of Solvang will strictly enforce the following two requirements: the project will only be released for construction after the Applicant makes the submittal of the approved water and sewer plans and provided four (4) copies of the approved construction plans; and the Applicant’s contractor has scheduled a pre-construction meeting with the City’s Public Works inspection staff after receiving the City permit.

The Applicant’s contractor constructing the water and sewer improvements shall have a Class A or C-34 license as well as have a business license to operate within the City of Solvang.

Water mains shall be staked for line and grade or shall be installed subsequent to the installation of the curbs but prior to paving of the streets. The curbs act as a positive grade control for setting services, meter boxes, and fire hydrants. The Applicant’s contractor shall pothole all the utility crossings prior to the beginning of construction. In addition, the Applicant’s contractor shall field verify the exact location, size, depth, and material of all existing utilities and interferences situated along the route of the proposed pipeline prior to commencement of excavation, fabrication, and installation.

The contractor shall, at his expense and cost, construct all improvements in such a manner as will protect all existing underground utilities and, in the event of any conflicts, shall notify the City immediately.

When construction has been successfully completed and the project’s final inspection has been performed, the City will issue a notice to the Applicant declaring the start of the one-year warranty period (see Section 100.20).
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100.18 SEWER LINE CLOSED-CIRCUIT TELEVISION INSPECTION
All newly constructed sewer mains, laterals, and manholes must be inspected via closed circuit television camera by a National Association of Sewer Service Companies (NASSCO) certified technician. Video and database shall be provided per NASSCO Pipeline Assessment and Certification Program (PCAP) Standards and shall be submitted in a digital format to the Utility Department for review and final acceptance of work. 100.19 RECORD DRAWINGS
Record drawings shall be based on an “as built” review and shall show all changes in the work constituting departures from the original contract drawings. See City of Solvang Standard Plans for the typical dimensions practice for the preparation of the “As-Built” drawings. Upon completion of each increment of work, all required information and dimensions shall be transferred to the record drawings. Facilities and items to be located and verified on the record drawings shall include the following:

1. Point of connection;

2. Location and elevation of all valves, bends and tees;

3. Location of all services;

4. Type, manufacturer, and model of valves and fire hydrant. Turns required for complete open/close cycle shall be provided for all valves.

5. Location of all manholes and cleanouts;

6. Items located and constructed as called out in the plans need not be noted as such.

Prior to submission of the record drawings on mylar and the corresponding digital file, two sets of drawings will be submitted for review by the City’s Inspector. One set will be returned with comments if necessary.

Final 4-mil mylar record drawings and the corresponding digital file will be submitted only upon incorporation of the City’s Inspector comments.
100.20 WARRANTY/GUARANTEES
The Applicant guarantees the water and sewer facilities against defects in workmanship (improper contractor’s installation) and material defects for a period of one (1) year after the date of acceptance of the facilities by the City of Solvang.

It is further agreed that the facilities shall be restored to full compliance with the requirements of the City of Solvang’s Standard Specifications and Plans, including any test requirements, if during said one (1) year period the facilities or any portion thereof are found not be in conformance with any provisions of said Standard Specifications and Plans. This guarantee is in addition to any and all other warranties, express or implied, with respect to the facilities.

END OF SECTION
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SECTION 200

DESIGN CRITERIA, WATER FACILITIES
200.1 GENERAL
The following sections are general design criteria to be used in the design of water facilities for the City of Solvang. The Applicant (developer/builder) and his engineer shall be responsible to ensure that designs submitted are in accordance with the City’s Municipal Code, these Design Guidelines and the City’s Standard Plans and Specifications. Where the Standard Plans and Specifications are silent, the design, and installation of the water mains and appurtenances shall conform to the American Water Works Association (AWWA) Standards and the Standard Specifications for Public Works Construction, current edition.

All water system design shall be done to safely deliver water to its customers in sufficient volume and at adequate pressure and to maintain the City’s Insurance Services Office Fire Rating. All products in contact with drinking water shall be tested and certified to meet NSF Standards 60 and 61. All materials coming in contact with potable water shall be lead free per California Health & Safety Code Section 116875. 200.2 MINIMUM SIZE MAINS
The normal minimum size distribution main pipe shall be 8-inch diameter looped line unless otherwise noted and approved. On short cul-de-sac dead-end mains 4-inch (with a maximum of ten (10) each, 1-inch services) or 6-inch (with more than ten (10) each, 1-inch service lines) lines may be allowed, however, 8- inch size main must be used to the last fire hydrant. These smaller mains may be individually approved by the City on dead-end mains without fire hydrants and shall be sized so that sufficient water is regularly drawn to prevent stagnation.
200.3 DESIGN FLOW AND PIPE VELOCITYCRITERIA
200.3.1 Water Demands
All design flows shall be based on the Applicant’s (developer/builder) estimated water demands for the proposed use, application, establishment, commercial, industry or development or re-development project. The following water consumption factors, listed in gallons per day (gpd), can be used as a guide to estimate the water demands for some of the more common land uses:

Land Use Classification Average Water Demand
Single Family 130 gpd/capita
Multiple Family 120 gpd/capita
High-Rise Residential 110 gpd/capita
Commercial Recreational (hotels/motels) 180 gpd/room
Commercial 2,500 gpd/acre
Industrial 3,500 gpd/acre
Open Space / Parks / Landscape Areas 3,000 gpd/acre
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The average day demand (ADD) for a given project will consist of the cumulative total of the various units, components, and land uses. The maximum day demand (MDD) is defined as 2.0 times the average day demand (ADD). The peak hour demand (PHD) is defined as 3.5 times the average day demand (ADD).

The Applicant (developer/builder) shall provide the City with an estimate of the average day, maximum day, and peak hour demands for the project. This information will be used by the City to determine the adequacy of the existing water system, or to determine specific water system improvements required, to provide the estimated domestic water demands.
200.3.2 Distribution System Pressure Requirements
All new water mains and service connections shall satisfy the following pressure requirements. The City’s water distribution system is sized to provide the following minimum pressures during different demand conditions:
• Maximum static pressure shall be 100psi.
• Minimum residual pressure shall be 40 psi at peak hour demands. • Minimum residual pressure of 20 psi at maximum day plus fire flow demands.

Maximum distribution system pressures shall be based on static operating conditions. In accordance with the Uniform Plumbing code, individual pressure regulating valves shall be installed on all services where the static pressure exceeds 80 psi. Pressure regulators shall be installed and maintained by property owner. 200.3.3 Velocity Criteria
The criteria for velocity shall be as described in this section. The maximum velocity in a line shall not exceed 5 fps (feet per second) during the peak hour condition. The maximum velocity in a line shall not exceed 7 fps during the maximum day plus fire demand condition. 200.3.4 Submittal Requirements
The Applicant (developer/builder) shall submit to the City, along with the improvement plans, substantiating engineering calculations for demand, velocity and pressure. For larger development or redevelopment projects, the City of Solvang may need to perform a hydraulic distribution network analysis of the project to determine the capability of the existing water system to serve the proposed project. In these cases, the Applicant (developer/builder) will be responsible for the full cost of this analysis. The City reserves the right to perform the study.
200.4 FIRE FLOW REQUIREMENTS
The design criteria to be used for determining fire flow requirements shall be the actual fire flow requirements as determined by the City’s Fire Authority. Before designing the domestic water system for a project, the Applicant shall obtain the City’s Fire Department’s fire flow requirements for the project. These requirements, plus indication of the Fire Authority's approval, are required to be on the improvement plans prior to the City of Solvang'sapproval.

All existing fire flow tests shall be performed by an approved contractor, hired by the Applicant, and done in the presence of the City of Solvang waterstaff. The City of Solvang will charge a fee, per the City of Solvang Miscellaneous Fee Schedule, to witness this fire flowtest. 150

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For general planning purposes, the following fire flow demands can be used, as the minimum:
200.4.1 Residential Dwelling Units
The water system shall be capable of providing a single-family residential fire flow minimum of 1,500 gpm, combined flow, for a 4-hour duration from any two adjacent hydrants at a minimum 20 pounds of residual pressure (psi) at the main.

For residences 3,600 square feet and under and not contiguous with open space areas, the minimum requirement shall be 1,000 gpm per hydrant at 20 psi (for a total flow of 2,000 gpm). For residences 3,600 square feet and under which are contiguous with open space areas, the minimum requirement shall be 1,000 gpm per hydrant at 30 psi (for a total flow of 2,000 gpm). For residences over 3,600 square feet, the Fire Authority shall be consulted. The open space area is defined as any area bordering an undeveloped open space with no fire control mechanism.

For multi-family residential, the minimum requirement shall be 1,500 gpm per hydrant at 20 psi (for a total flow of 3,000 gpm).

New residential dwelling units may be constructed with residential fire sprinkler systems (if required by NFPA 13D or NFPA 13R) which will reduce the minimum fire flow requirements. 200.4.2 Schools and Commercial Areas
The system shall be capable of providing a fire flow of at least 4,000 gpm for 3 hours duration (or as required by the City’s Fire Authority) out of any two adjacent hydrants at a minimum 20 pounds of residual pressure at the main. Most schools and commercial areas will have built-in sprinkler protection for the buildings which will reduce the minimum fire flow requirements. 200.4.3 Industrial Areas
In industrial developments requiring a high fire flow, the applicant shall consult with the City’s Fire Authority to discuss options for upgrading the domestic water system to deliver the fire flow or provide built-in sprinkler protection for the structures.
200.5 TYPE OF MAIN PIPE
Distribution Mains. All distribution mains, 4-inches thru 12-inches in diameter shall be AWWA C-900 P.V.C. pipe, DR-14 or AWWA C-151 Ductile Iron Pipe, Class 350. All other pipe materials require special review and approval from the Water Division.

Transmission Mains. For transmission mains, 16-inch thru 20-inch diameters, pipe shall be ductile-iron pipe, Class 200, or AWWA C-905 P.V.C. pipe, DR-18 or CML&C steel pipe. For pipe, 24 inches and larger in diameter, only CML&C steel pipe will beallowed.

All ductile iron pipe and fittings shall be polyethylene encased in accordance with AWWA C-105.

All PVC pipe shall be installed with tracer wire and detectable warning tape in accordance with the City’s Standard Plans.
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200.6 MINIMUM DEPTH TO TOP OF WATER MAIN PIPE
200.6.1 12” and SmallerMains
The top of the pipe is to be a minimum of 36-inches below the finished street grade, unless indicated otherwise on the improvement plans because of unusual field conditions.

For PVC pipe, the top of pipe is to be a minimum of 30-inches below the street subgrade or 30 inches below the undercut, whichever is greater.

The top of pipe is to be a minimum of 48 inches below finish grade in unpaved areas. 200.6.2 Larger than 12” Mains
The top of the pipe is to be a minimum of 42-inches below the finished street grade, unless indicated otherwise on the improvement plans because of unusual field conditions.

For PVC pipe, the top of the pipe is to be a minimum of 36 inches below the street subgrade or 36 inches below the undercut, whichever is greater
The top of pipe is to be a minimum of 54 inches below finish grade in unpaved areas. 200.7 STANDARD LOCATION
Water main center-lines shall normally be located six (6) feet from the curb face for all pipelines 12-inches in diameter and smaller. For pipelines 16-inches in diameter and larger, the water main center-line shall be located eight (8) feet from the curb face. Alignments may need to be deflected to avoid cross gutters, concrete bus lanes or other interferences as directed by the City of Solvang.

Where water pipelines are designed to cross perpendicular beneath retaining walls or other structures (specific written permission required for each instance), the pipeline shall be constructed in a steel pipe casing of sufficient size and thickness and with a minimum vertical clearance of at least eighteen (18) inches from the footing or structureitself.
200.8 WATER VALVE SPACING AND ARRANGEMENTS
Resilient wedge gate valves shall be used on all water mains 12-inches in diameter and smaller. Butterfly valves shall be used on all water mains 14-inches in diameter and larger.

Valves shall be adequately spaced to permit pipeline isolation for repair and maintenance activities and to minimize the quantity of customer shutdowns during these repair activities. As a general rule, valves shall be spaced at: about 800 feet in residential areas; about 500 feet in commercial and industrial areas; and 1,300 feet on transmission mains.

In general, there shall be a minimum of two (2) valves at each tee intersection of two distribution mains. If the two distribution mains cross, there shall be a minimum of three (3) valves and, at major distribution points, there shall be four (4) valves. Valves shall be flanged when attached to a tee or a cross.

On long blocks, intermediate valves should be installed so that no more than twenty-eight (28) dwelling units, six hundred (600) feet of main, or two (2) fire hydrants will be out of service at any time. 152

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200-5
Additional looping of the main lines may be necessary to satisfy this condition and the arrangement of valves within the distribution system will be reviewed to identify the optimum network layout.

A valve is required on the water main between redundant services/meters serving a large multi-family development, a large commercial/mixed used development, or a private water system.

In most cases where water mains pass through easements outside traveled streets, a valve shall be located at each end of the easement.

The final determination of the quantity of valves and their locations shall be as directed and approved by the City of Solvang.
200.9 SEPARATION REQUIREMENTS
Separation requirements are specified within Section 100.12 of these Design Guidelines.

The following is a brief summary of the Department of Drinking Water (DDW)regulations:

New water mains shall be installed at least ten (10) feet horizontally from and one (1) foot above, any parallel sewer pipeline. New water mains shall be installed at least four (4) feet horizontally from, and one (1) foot vertically above, any parallel recycled or storm drain pipelines.

The minimum separation distances noted above shall be measured from the nearest outside edge of each pipe barrel.

Normally, water, sewer, recycled water, and storm drains shall be located vertically from the street surface in order of the higher quality, i.e., domestic water shall be above recycled water/storm drains, and recycled water/storm drains shall be above sewer.

Whenever a crossing must occur where an existing sewer main is within one (1) foot of a new domestic water main, special construction will be required. Encasement may be required if vertical separation requirements cannot be met.

If a sewer is above a water main, the special construction shall extend a minimum of eight (8) feet of horizontal clearance on both sides, or if not feasible, center the piece of new water pipe under the crossing to maximize this horizontal clearance.
200.10 FIRE HYDRANTS
200.10.1 Fire Hydrant Locations
The location of fire hydrants shall be as determined by the City’s Fire Authority. The exact location with respect to the curb and sidewalk shall be as shown in the City of Solvang’s Standard Plans. Hydrants shall be located in such a manner to provide complete accessibility and to minimize the possibility of damage from vehicles or injury to pedestrians. Hydrants shall never be located within an ADA pedestrian ramp. 153

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200-6
Where practical, fire hydrants shall be located on the same side of the street as the water main, near intersections, corners, or on residential lot lines. No fire hydrant shall be located within 3 feet of a driveway, or closer than 30 feet to any combustible structure and 36-inches from any aboveground structure. For all cases, the location of the fire hydrant shall meet Americans with Disabilities Act (ADA) requirement that a minimum of 48-inch clearance be maintained from any obstruction in the pedestrian walkway. 200.10.2 Fire Hydrant Spacing
The maximum fire hydrant separation shall be 300 feet from fire hydrant to fire hydrant. The actual spacing will be determined by the City’s Fire Authority.
200.10.3 Types of Hydrants
Wet barrel type hydrants with break off check valve as shown in the City of Solvang’s Standard Plans are to be used at all locations.

In situations where the fire hydrant run is over 50 feet, the size of the hydrant lateral shall be 8-inches. 200.10.4 Plan Requirements
Fire hydrants shall be shown on the plans where the hydrant is to be located with respect to the property line, and what easements will be provided. The building footprints or building pad areas are also to be shown. 200.11 RESIDENTIAL FIRE SPRINKLER SYSTEMS
All residential fire sprinkler systems shall be designed, fabricated, and installed in accordance with NFPA 13R or 13D and amendments as adopted by the City’s Fire Authority. At least one water pressure gauge shall be installed on the riser assembly for multi-family residential units. All valves shall have permanently affixed signs that designate their function. The water flow switch shall be connected to the service panel on an uninterruptible house circuit. Underground mains and lead-in connections shall be flushed before connection is made to the sprinklerpiping.

All new sprinkler systems and additions or modifications to existing piping shall be hydrostatically tested in accordance with NFPA 13R or NFPA 13D. All FDC, wall PIVs, and exposed exterior riser valves shall be painted OSHA safety red. Other fire sprinkler or supply pipe exposed or susceptible to wet conditions shall be painted (any color) or otherwise coated to inhibit corrosion. Stainless steel assemblies and piping may be left unpainted provided that any hose connections, valves, or other components operated by the Fire Department are painted OSHA safety red.
200.12 MULTI-FAMILY DWELLINGS
As a minimum, each multi-story building housing multi-family dwellings shall be provided with at least one public water master meter as required per Section 100.8 of these Design Guidelines.

For buildings and other structures designated as essential facilities and categorized as Risk Category IV Structures per the California Building Code (such as hospitals and emergency treatment facilities) a second public water master meter shall be provided. A line valve is required on the water main between these redundant services/meters. This redundant public service and meter will allow service to the building to be maintained if one of the master meters require to be shut-down for maintenance or repair activities. 154

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JULY 2026, REVISION 1.0
200-7
200.13 SERVICE MATERIALS AND MINIMUM SERVICE SIZE
200.13.1 General
Approved materials and manufacturers for various service material tubing and connections are shown on the City of Solvang's Standard Plans.
200.13.2 Minimum Domestic Service Size
Minimum domestic service line size shall be 1-inch in diameter. The sizing of the service shall be specified on the plans designated by lot numbers. Services for private-street residential, commercial or industrial developments are to be as shown on the approved improvement plans and may require a detail on the plans of the location of the proposed service.
200.13.3 Type of Service Line
Acceptable service line material is as described below:
• 1-inch and 2-inch service lines shall be Type “K” softcopper tubing. • 4- inch and larger service lines shall use PVC pipe or Ductile Iron Piping per Section 200.5. 200.13.4 Meters
All meters will be furnished and installed by the City of Solvang upon completion of a water service application, account activation and payment of all applicable fees. 200.13.5 Pressure Reducing Valves
Individual pressure regulators are required by the Uniform Plumbing Code if the average static pressure in the public water main is 80 psi or more. Where required, the water service shall be provided with approved pressure regulators set at 80 psi and shall be installed per City of Solvang’s Standard Plans or appropriate governing agency'sstandards.
200.14 STANDARD WATER NOTES
The following Standard Water Notes shall be included on all improvement plans or water system construction plans:

1. Construction and installation of all water mains and appurtenances shall be in accordance with the City of Solvang Standard Plans and Specifications. Where the Standard Plans are silent, construction and installation of water mains and appurtenances shall conform to the American Water Works Association (AWWA) Standards and the Standard Specifications for Public Works Construction, current edition.

2. Construction of water mains and appurtenances shall only be performed by qualified contractors with a valid California Contractor A or C34license.

3. No person, other than City of Solvang Water Division staff certified by the State of California as a Water Distribution Operator, shall be allowed to operate the City’s water system valves. 155

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200-8

4. No person, other than City of Solvang Water Department staff certified by the State of California as a Water Distribution Operator, shall shut water service off to any customer.

5. All newly constructed water mains and appurtenances shall be disinfected and tested in accordance with AWWA Standard C600’s, prior connecting to the City’s water distribution system. Disinfection testing results shall be submitted to the Water Division when required for review and approval prior to connecting to the City’s water distributionsystem.

6. Water mains will be hydrostatic tested at 200 psi for 2 hours. New water mains cannot be tested against an existing valve but can be tested using a test plate.

7. Requests to shut-down the water distribution system for tie-ins or other purposes shall be coordinated with the Water Division staff at least 2 weeks in advance at (805) 688-5575. All customers affected by the proposed shut down shall be noticed 48 hours in advance by the contractor.

8. The City of Solvang Water Division cannot guarantee a complete shutdown of existing mains. The contractor shall be responsible for dewatering and isolation of construction for testing or any other purposes. Contractor is responsible for getting the air out of the water line by method approved by Water Division.

9. All fire hydrants which are out of service or new fire hydrants which have not been accepted for service shall be covered with a sack indicating that the hydrants are not in service.

10. Maintaining water service shall be the responsibility of the contractor. Method of providing temporary service must be approved by the Water Division. The water shall be safe for drinking in accordance with State of California Water Resources Control Board (SWRCB) Drinking Water Program(DWP).

11. Water meter will not be installed nor water turned on until the backflow devices required for the building and irrigation systems have been installed, tested, approved, and certified. Contact Water Division at (805) 688-5575.

12. All water mains shall be AWWA C-900, DR 14 pipe or AWWA C-151 Ductile Iron Pipe. All other pipe materials require special review and approval from the Water Division.

13. Water mains shall have minimum cover to finishedgrade as defined in Section 200.6.

14. Contractor to verify depth and location of all utilities prior to trenching.

15. Private water appurtenances such as backflow preventers, fire hydrants and standpipes, and valves shall be painted asfollows:
a. Domestic Water Blue
b. Potable Irrigation Green
c. Recycled Irrigation Purple
d. Fire Protection OSHA Safety Red

16. Do not cut or mill asbestos cement pipe. Where joining existing asbestos cement pipe, remove entire pipe segment to nearest joint or snap ACP with a snap cutter and joint to new pipe with a properly dimensioned adapter.

17. Do not tap existing water mains without the presence of a certified water inspector. Pressure test tapping sleeve in the presence of a certified water inspector before tapping existing main. 156

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JULY 2026, REVISION 1.0
200-9

18. Final acceptance will not occur until original record drawings on mylar and digital file are delivered to and accepted by the City’s Inspector. Show all field changes on record drawings.

19. Trench plates shall be flush withpavement.

20. When public water facilities are located on private property, easement documents are to be submitted to City for approval prior to apermit being issued.

21. All recycled water projects require review and approval by the City’s Water Department.

22. Water system hardware and appurtenances removed from the field shall be returned and delivered to the City Water Division Yard located at 1644 Oak Street, Solvang, CA 93463. Prior notification of the delivery is required at (805) 688-5575.
200.15 MISCELLANOUS STANDARD GUIDELINES

1. The Applicant’s contractor shall have a copy of the City’s Standard Plans and Specifications, and the approved improvement plans on the job site at alltimes.

2. Water mains shall be staked for line and grade or shall be installed subsequent to the installation of the curbs but prior to paving of thestreets.

3. Any survey work necessary to ensure correct horizontal and vertical alignment shall be provided by the Applicant.

4. All valve box and water service box or manhole frame and cover shall be adjusted to finished pavement grade by the Applicant’s contractor. This is to be done prior to placing seal coat.

5. No facility is to be backfilled until inspected by the City.

6. All valve vaults and covers shall be designed and specified per current accepted engineering practice and the manufacturer’s recommendations, provided that they: support HS20-44 loads, plus impact and earth pressures when situated in an existing or future roadway; support 300psf plus earth pressure for non-roadway installations; and all metal parts shall be provided in brass, cast iron, aluminum and stainless steelmaterials.

7. Thrust blocks shall be installed in accordance with the City’s Standard Plans at all pipe deflections (greater than 5 degrees), all angle points (both horizontal and vertical), and at all fittings.

8. Maximum deflection at pipe joints allowable on curved alignments shall be in accordance with the manufacturer’s recommendations. PVC pipe sections shall not be bent to achieve a curve. Pipe deflections for short radius curves and angle points shall be accomplished by means of standard fittings. The location of all fittings shall be detailed on theplans.

9. Water meters shall not be located within three (3) feet of a driveway.

10. All water service laterals shall be constructed perpendicular to the water main without bends or angles from the connection point on themains.

11. A valve anchor shall be installed on all valves in accordance with City’s Standard Plans.

12. All water main line valves shall be maintained so as to be accessible during tract development and construction.

13. Curbs shall be inscribed with a "W" indicating locations of all domestic water services. Letter inscription shall be made using a 4-inch power tool wheelgrinder.

14. Curbs shall be inscribed with tie downs for all valve locations. Letter inscription shall be made using a 4-inch power tool wheelgrinder.
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200-10

15. At intersections and bus stops with concrete pads, the main line shall be roped to avoid cross gutter conflict.

16. Separate quantity estimates, for the domestic water systems, are to be included on the plans indicating quantity of pipe, valves, fire hydrants, domestic water services,etc.

17. The plans shall show, in plan and profile views, the position of all other known existing underground utilities as well as proposed underground utilities. Vertical clearance at crossings shall be indicated by showing top of pipe and bottom pipe elevation at point of intersection.

18. Blow-off assemblies shall be installed at the end of all mains, except if there is a fire hydrant, in accordance with the City’s Standard Plans. Temporary blow-offs shall be installed at service stubouts for testing and flushingpurposes.

19. Combination air valves are to be installed at all high points of water mains in accordance with the City’s Standard Plans.

20. Water sample stations shall be provided as required by the Water Division.

21. All unused water facilities shall be abandoned at the water main as directed by the City. Prior to any abandonment of services, the contractor shall ensure the service line valve is closed and restrained to the main. The service line shall be cut and plugged at the service line valve, a thrust block installed and valve boxes removed. Meter boxes and water valve boxes for abandoned services shall be removed and the surface improvements shall be restored as directed by the City.

END OF SECTION
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JULY 2026, REVISION 1.0
300-1
SECTION 300

DESIGN CRITERIA, SEWER FACILITIES
300.1 GENERAL
The following sections are design criteria to be used in the design of sewer facilities for the City of Solvang.

The Applicant (developer/builder) and his engineer shall be responsible to ensure that designs submitted are in accordance with the City’s Municipal Code, these Design Guidelines, and the City’s Standard Plans and Specifications. Where the Standard Plans and Specifications are silent, the design and installation of the sewer mains and manholes shall conform to the Standard Specifications for Public Works Construction, current edition.
300.2 MINIMUM SIZE
The City of Solvang will not accept for maintenance any sewer main smaller than 8 inches in diameter. 300.3 MINIMUM AND MAXIMUM SLOPE DESIGN
All sewers shall be designed and constructed to provide a mean velocity of not less than two (2) feet per second (fps) when flowing half-full at the estimated peak flow. Peak flows shall be calculated using Manning’s formula with an “n” value of 0.013. The following are minimum slopes by pipe size:

Sewer Size (inches) Minimum Slope in Feet per 100 Feet
8 0.40
10 0.28
12 0.22
These are absolute minimum slopes. Sewers shall be designed to provide steeper slopes whenever possible up to the stated maximum slope. The maximum allowable slope shall be the slope which generates a maximum flow velocity of eight (8) fps at the peak flow rate.

The maximum slope for sewer laterals is forty (40%) percent. The desirable maximum is ten (10%) percent.

The maximum slope for sewer main lines is 20 (20%) percent. The desirable maximum is ten (10%) percent.

Under special conditions, the Applicant may request slopes of less than the minimums stated. The Applicant must submit this request along with back-up data and calculations to show that the depth of flow at the design average flow will be 0.3 of the pipe diameter or greater. The Applicant must also submit computations to show the depths of flow at minimum and average rates of flow. The request shall also detail the reasons why the normal minimum slopes cannot be achieved. The request and supporting data will be reviewed by the City.
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JULY 2026, REVISION 1.0
300-2
300.4 FLOW DESIGN CRITERIA
300.4.1 Sewerage Flows
All design flows shall be based on the Applicant’s (developer/builder) estimated sewerage generation rates for the proposed use, application, establishment, commercial, industry or development or re-development project. The following average sewage flow coefficients can be used as a guide to estimate the sewerage generation for some of the more common land uses:
300.4.2 Peak Flows
The peak flow is assumed to be 4.0 times the average sewage flow. 300.4.3 Design Criteria
Design peak flows in pipelines 10 inches in diameter and smaller are to be limited to approximately d/D =

0.5 (½ of full depth). Pipes over 10 inches in diameter are to be limited to approximately d/D = 0.75 (3/4 of full depth) at design peak flows.

Land Use
Code Land Use Classification
Existing Water
Consumption
(gpd)
AAF
(gpd)
Water to
Wastewater
Return (%)
Existing
Served Area
(Acres)
Wastewater
Generation
Factor
Residential
1-E-1 Low Density Residential (1 Dwelling Unit/Acre) 73,496 33,073 45 197.1 168 3-E-1 Estate Residential (1 Dwelling Unit/3 Acres) 1,694 881 52 15.8 56 7-R-1 Medium Density Residential (1 Dwelling Unit/7,000 SF) 76,707 75,173 98 98.0 767 8-R-1 Medium Density Residential (1 Dwelling Unit/8,000 SF) 15,739 15,424 98 22.7 679 10-R-1 Medium Density Residential (1 Dwelling Unit/10,000 SF) 60,863 59,646 98 105.7 564 20-R-1 Low/Medium Density Residential (1 Dwelling Unit/20,000 SF) 77,885 62,308 80 184.6 338 DR High Density Residential 69,923 68,524 98 47.6 1,439 MHP Mobile Home Park 24,594 22,873 93 45.7 501
Residential Subtotal 400,901 337,902 717.2
NonResidential
AG (Mission
Only) Mission Santa Inés (subset of the Agriculture land use zoning) 275 206 75 25.4 8 AG (Alisal
Guest House) Alisal Guest House (subset of Agriculture land use zoning) 22,409 17,255 77 29.8 578 C-2 Retail Commercial 7,711 7,615 98 13.3 575
C-3 General Commercial 40 39 98 1.0 39
I Public/Institutional 13,065 12,412 95 35.4 351
M-I Light Industry 2,667 2,534 95 10.2 248
P-O Professional/Office 6,620 6,289 95 4.0 1,568
TRC Tourist Related Commercial 115,727 114,569 99 55.1 2,081 Non-Residential Subtotal 168,574 160,919 174.2
Total 569,475 498,821 891.4
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JULY 2026, REVISION 1.0
300-3
300.5 TYPE OF PIPE
All sewer mains shall be vitrified clay pipe (VCP) or PVC SDR-26 pipe. All other pipe materials require special review and approval from the Sewer Division. Sewer pipe material shall remain constant (continuous) between manholes. Transitioning between pipe material types (such as VCP to PVC), and size changes, may only be done atmanholes.

All sewer laterals shall be either extra strength VCP or SDR-26 PVC pipe. The material used for construction of sewer laterals shall match the materials of construction for the adjacent sewer main to which they are connected
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JULY 2026, REVISION 1.0
300-4
300.6 STANDARD LOCATION AND ALIGNMENT
300.6.1 Location
Wherever possible, in local, residential, industrial, and secondary streets, the sewer main is to be located five (5) feet south or five (5) west of the street centerline. Where there is a center median, the sewer main is to be located in the center of the driving lane nearest to the center of the street. Sewers shall not be located in landscape median strips or parking lanes. Within alleys, the sewer main shall be offset three (3) feet from the centerline to clear the concrete gutter.

On curvilinear streets, the sewer main shall be designed generally parallel with the centerline of the street by the use of straight chord segments of sewer between manholes. Where curve radii for horizontal curves are so short that the resulting sewer manhole spacing is less than 300 feet, curved sewers will be considered by the City. A pre-design meeting with the City should occur to discuss acceptable alignments for the curved sewer as well as a concurrent review of the other underground utility locations which might be affected by straight sewer segments on the proposed curved roadway.

A maximum horizontal separation between sewer and domestic water mains shall be achieved as required by Section 100.12 of these Design Guidelines. Typically, water mains shall be installed on the opposite side of the centerline from the sewermains.

Sewer mains that are constructed in a common trench with another utility will not be accepted by the City.

Adequate horizontal and vertical spacing shall be maintained in accordance with Section 100.12 of these Design Guidelines.
300.6.2 Radius of Curvature
Where curved sewers are allowed, the following minimum radius of curvature in feet per type of pipe:

VCP Minimum Radius of Curvature
Nominal Pipe Size (inches) (5’ joints) (6’ joints)
8-12 150’ 175’
PVC Minimum Radius of Curvature
Nominal Pipe Size (inches) (For Standard Joint Length)
8 280’
10 350’
12 420’
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JULY 2026, REVISION 1.0
300-5
300.7 STATIONING
Centerline stations for sewer mains shall be shown (example: 0+00) and will be independent of street stationing. All manholes are to be numbered (example: MH No. 1). Sewer stations start at 0+00.00 at the downstream point of connection and increases upstream to the last manhole on the sewer main. Intersecting sewer lines shall be independently stationed from their downstream point of connection and increase to the last manhole or terminal clean-out. Each line shall be independently labeled for identification as “Sewer Line A”, “Sewer Line B”, etc.
300.8 MINIMUM DEPTH
When downstream connections or existing conditions allow, the minimum cover from finish street grade to top of sewer main pipe is to be seven (7) feet. Four inch (4”) and six inch (6”) diameter sewer laterals shall be installed so that there is a minimum of five (5) feet of cover as measured from the grade at the top of the curb to the top of the pipe where it crosses the curb line. At the time of construction, stakes shall be provided for location and grade of each sewerlateral.
300.9 MANHOLES
300.9.1 Manhole Location and Spacing
A manhole will be required at all:

A. Changes of direction or alignment;
B. Changes in grade orslope;
C. Changes in pipe size;
D. Ends of each sewer main;
E. Intersection of sewer laterals larger than six inches (6”) in diameter; F. Intersection of two (2) or more sewer mains (match crown lines);and G. Ends of sewer laterals, at the property (or easement) line where the lateral is eight inches (8”) or larger.

Manholes spacing shall be 400 feet for 8”, 10” and 12” sewer mains. If sewer is curved, closer spacing of manholes will be required. Only one curve (horizontal or vertical) shall be allowed between any two manholes.

Extend all temporary dead ends to a point not to exceed 200 feet beyond the last manhole. Install a cleanout per the City’s Standard Plans. All terminations over 200 feet beyond the last manhole shall terminate with a standardmanhole.

Manholes shall have stubs placed if future extensions are possible.

Laterals in manholes shall enter manhole with spring line of the lateral at the same elevation as the top of the shelf. The channel shall be cut in the shelf.
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JULY 2026, REVISION 1.0
300-6
300.9.2 Manhole Size and Depth
Manholes shall be precast reinforced concrete with eccentric cone in accordance with the City’s Standard Plans. Minimum manhole diameter shall be 48-inches. The manhole necking and the frame and cover shall be 24-inches in diameter.

Manhole depth is calculated from finish grade to lowest pipe invert. Minimum manhole depth is to be eight (8) feet, unless otherwise approved by theCity.

There are additional requirements for larger diameter manholes where the sewer main is at greater depths.

The diameter requirements for manholes at greater depths are as follows:

Depth of Manhole Manhole Shaft Diameter Frame and Cover Diameter 4 feet to 15 feet 48-inches 24-inches
15 feet to 22 feet 60-inches 30-inches
Greater than 22 feet 72-inches 36-inches
Manholes deeper than twenty (20’) feet shall have steel-reinforced concrete bases. Reinforcement shall be provided for the specific soils conditions at each deep manhole location. The reinforcement design shall be submitted to the City under the signature and stamp of a Licensed California Civil Engineer.

For larger sized sewer mains or special circumstances, the manhole size will be as shown on plans. 300.9.3 Allowable Head Loses
Allowable head loss in manholes shall be as follows:

1. Straight run through manholes based on 0.10 foot loss

2. Right angle turn in manholes based on 0.5 velocity head loss or 0.20 foot, whichever is greater.
300.9.4 Manhole Frame and Covers
Manhole frame and covers shall be cast-iron and shall be 24 inches in diameter with the word “SEWER” cast in the cover in accordance with the City’s Standard Plans. Larger size covers may be specified for special conditions on plans. Frame and covers shall be provided by the contractor as a “set”, such that they are matched for a snug and proper fit that will minimize movement and noise caused by traffic.

Temporary covers may be necessary in streets under construction. In these cases, the manhole shaft shall be left six (6) inches, minimum, below subgrade. A heavy metal plate shall be provided to cover the manhole opening. Cleats shall be provided in at least four (4) points for the underside of the temporary cover to prevent the temporary cover from moving. These cleats shall extend a minimum of 3-inches from the cover plate and shall be welded to theplate.

Plywood shall be cut to the shape and size of the manhole base and placed on top of the base before the temporary cover is placed on the shaft.
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CITY OF SOLVANG
JULY 2026, REVISION 1.0
300-7
At the completion of final paving, each manhole shall be raised to final grade by the installation of the necessary sized grade rings and the installation of the permanent frame and cover assembly. The plywood shall be removed prior to occupancy.

Whenever manholes are constructed in unpaved areas, they shall be set 0.2 feet above the adjacent finished grade and shall have a concrete pad built around the manhole cover in accordance with the City’s Standard Plans.
300.9.5 Paved Access to Manholes
All sewer manholes shall be designed and constructed with a direct paved access to them. 300.10 TERMINAL CLEANOUTS AND CLEANOUTS
Using of terminal cleanouts shall be limited to the following instances with Sewer Division review and approval:

A. At the end of short sections of sewer main, less than 200 feet long, which will be extended in the near future.

B. At the end of end of all 6-inch commercial and industrial sewer lateral installation at the property line. All laterals which are 8-inch and larger shall have manholes, not terminal cleanouts, at the property line or easement boundary.

C. Cleanouts shall be provided at property line in accordance with the City’s Standard Plans. 300.11 SEPARATION BETWEEN WATERLINES AND SEWERLINES
Horizontal and vertical separation between sewer mains and water mains shall be provided in accordance with Section 100.12 of these Design Guidelines.

Similar consideration for pipeline separation shall be given to other adjacent underground utility conduits with a goal of minimizing future impacts to the City pipelines because of future construction or repair activity in accordance with Section 100.12 of these Design Guidelines. 300.12 SEWER LATERALS
All sewer laterals shall be located by the Applicant and shown (with stationing) on the improvement plans.

The sewer laterals shall be at right angles or radial to street centerline. Typically, the sewer lateral shall be located at the center of the lot or five (5) feet above the downstream lot line.

Sewer laterals shall be constructed to the property line from the main sewer line. There shall be a separate lateral with cleanout for each individually owned building and each individually owned occupancy.

Sewer laterals shall have a minimum four inches (4”) in diameter for single-family residential occupancy.

Apartment, condominium and commercial developments shall have at least one (1) six-inch (6”), or one (1) eight-inch (8”) lateral to serve each building in the development which contains more than one dwelling unit.

Sewer laterals to any master-meter facility shall have a lateral which is a minimum of six inches (6”) in diameter.
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CITY OF SOLVANG
JULY 2026, REVISION 1.0
300-8
A sewer lateral from its connection to a building on the property to its point of connection with the sewer main shall remain the responsibility of the property owner or user with regard to maintenance, repair and upkeep as stated within the City’s Municipal Code.
300.13 SEWER LINE CLOSED-CIRCUIT TELEVISION INSPECTION
All newly constructed sewer mains, laterals, and manholes must be inspected via closed circuit television camera by a National Association of Sewer Service Companies (NASSCO) certified technician. Video and database shall be provided per NASSCO Pipeline Assessment and Certification Program (PCAP) Standards and shall be submitted in a digital format to the Sewer Division for review and final acceptance of work.

Any deficiencies or violation of the City’s Standard Plans and Specifications found during the TV inspections or any TV inspections during the warranty period shall be corrected immediately by the Applicant and/or his contractor at the sole expense of theApplicant (developer/builder).

The following work must be completed prior to television inspection: all sewer mains installed and backfilled; all manholes constructed and all channeling completed; pipeline to be inspected has been balled and flushed; final air test has been completed and PVC lines have been mandrelled; and the contractor has pre-pulled a tag line through each section of pipeline to be videoed and has secured it at each manhole.

Closed circuit television inspection (CCTV) shall also include cleaning of the sewer main prior to videoing in accordance with Section 500-1.1.4 of the Standard Specifications for Public Works Construction. All CCTV work shall conform to the current NASSCO-PACP Standards for sewer main and sewer laterals. 300.14 STANDARD SEWER NOTES
The following Standard Sewer Notes shall be included on all street improvement plans or sewer system construction plans:

1. Construction and installation of all sewer mains and appurtenances shall be in accordance with the City of Solvang Standard Plans and Specifications. Where the Standard Plans are silent, construction and installation of sewer mains and appurtenances shall conform to the Standard Specifications for Public Works Construction, current edition.

2. Construction of sewer mains and appurtenances shall only be performed by qualified contractors with a valid California Contractor A or C34license.

3. All newly constructed sewer mains and appurtenances shall be tested in accordance with the Standard Specifications for Public Works Construction. All newly constructed sewer mains, laterals and manholes must be inspected via closed circuit television camera by a National Association of Sewer Services Companies (NASSCO) certified technician and video submitted in a digital format to the Sewer Division for review and final acceptance of work.

4. All sewer mains shall be vitrified clay pipe (VCP) or PVC SDR-26 pipe. All other pipe materials require special review and approval from the Sewer Division.

5. Trench plates shall be flush withpavement.

6. Contractor to verify depth and location of all utilities prior to trenching.

7. When public sewer facilities are located on private property, easement documents are to be submitted to City for approval prior to apermit being issued. 166

CITY OF SOLVANG
JULY 2026, REVISION 1.0
300-9

8. Final acceptance will not occur until original record drawings on mylar and digital format are delivered to and accepted by the City’s Inspector. Show all field changes on record drawings.

9. Sewer system manhole covers and rings removed from the field shall be returned and delivered to the City Sewer Division Yard located at 1644 Oak Street Solvang, CA 93463. Prior notification of the delivery is required at (805) 688-6997.
300.15 MISCELLANOUS STANDARD GUIDELINES

1. The Applicant’s contractor shall have a copy of the City’s Standard Plans and Specifications, and the approved improvement plans on the job site at alltimes.

2. Sewer lengths are calculated horizontal distances along the centerline of the sewer.

3. All manholes and other important points shall have an equation showing the equivalent street stationing.

4. Sewer mains, manholes, and sewer laterals shall be installed prior to paving of the streets.

5. All sewer mains, manholes, and sewer lateral fittings shall be staked by a licensed surveyor, and complete set of cut sheets shall be supplied to the City Inspector. All residential laterals not normal to sewer shall have end of lateral at property line staked and tied to a property corner as shown on the plans.

6. No facility is to be backfilled until inspected by the City.

7. All manhole frame and cover shall be adjusted to finished pavement grade by the Applicant’s contractor. This is to be done prior to placing seal coat.

8. Use of drop manholes requires approval from the Sewer Division.

9. In order to prevent accidental use of the new sewer prior to completion and acceptance, the outlet or inlet to existing tie-in manhole(s) shall be sealed with broken brick and mortar. Installation of these plugs shall be approved by the City. Plugs shall be removed at the time of final acceptance.

10. Any work to be performed inside a live manhole shall be done in accordance with Cal OSHA "Confined Spaces" and City of Solvang manhole entry regulations. Manhole entry without City personnel present is not allowed.

11. Curbs shall be inscribed with an "S" indicating location of all sewer laterals. Letter inscription shall be made using a 4-inch power tool wheel grinder.

12. Separate quantity estimates for sewer systems are to be included on the plans indicating quantity of pipe, manholes, and laterals.

13. The plans shall show, in plan and profile views, the position of all other known existing underground utilities, as well as proposed underground utilities. Vertical clearance at crossing shall be indicated by showing the top of pipe and the bottom pipe elevations at point of intersection.

END OF SECTION
167

CITY OF SOLVANG
JULY 2026, REVISION 1.0
400-1
SECTION 400

DOCUMENT REVISION LOG
400.1 REVISIONS
The following is a summary of revisions that have been made to this document.

Revision
No.

Section Description Date
Revised
By

0.0 All Document creation 4/2020 Matt van der Linden

1.0 300 Changes to Design Criteria, Peak Factor, and
Sewage Generation Factor
7/2026 Larry Kraemer

END OF SECTION
168
Appendix 5-B
Rev. 4
City of Solvang
Sewer System Management Plan
5B-1
APPENDIX 5-B. CITY CONSTRUCTION STANDARDS
169
101 GENERAL STREET SPECIFICATIONS
102 UNDERGROUND UTILITY LINE LOCATIONS
103 UNDERGROUND SERVICE LINES AND LATERALS
104 UTILITY SYMBOLS AND ABBREVIATIONS
105 UTILITY TRENCH REPAIR DETAIL
106 SIGN LOCATIONS ON PUBLIC STREETS
107 SIGHT DISTANCE SET BACK
108 COLD PLANE DETAIL
109 STANDARD LOT DRAINAGE
110 SIDEWALK TREE PLANTER DETAIL
111 TREEWELL REPAIR DETAIL
SECTION 100

GENERAL SPECIFICATIONS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE

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100

GENERAL SPECIFICATIONS

CITY OF SOLVANG - STANDARD DETAILS
170

STREET SPECIFICATIONS

1. THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS), STANDARD SPECIFICATIONS FOR PUBLIC

WORKS CONSTRUCTION, OR ASTM STANDARD SPECIFICATIONS LATEST EDITION, SHALL BE THE REFERENCE STANDARD FOR ALL PUBLIC WORKS IN THE CITY OF SOLVANG. THE CITY OF SOLVANG STANDARD DETAILS TAKE PRECEDENCE OVER ANY REFERENCE STANDARDS IN THE EVENT OF CONFLICT. IN THE EVENT THAT NO CITY OF SOLVANG STANDARD DETAIL

ADDRESSES A CERTAIN ASPECT OF CONSTRUCTION, THE STANDARD DETAILS OF THE COUNTY OF SANTA BARBARA OR CALTRANS SHALL BE UTILIZED.

2. CONSTRUCTION PLANS FOR ALL PUBLIC WORKS PROJECTS SHALL BE PREPARED IN ACCORDANCE WITH CITY OF SOLVANG DEPARTMENT OF PUBLIC WORKS ENGINEERING DESIGN STANDARDS. SEE GENERAL PROVISIONS.

3. COMMENCEMENT OF CONSTRUCTION SHALL NOT BE AUTHORIZED UNTIL SUCH TIME THAT THE CONSTRUCTION PLANS HAVE BEEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS OR HIS AUTHORIZED AGENT.

4. THE DIRECTOR OF PUBLIC WORKS SHALL BE INTERPRETED TO MEAN THE DIRECTOR OR HIS DELEGATED REPRESENTATIVES.

5. UNLESS PRIOR AUTHORIZATION HAS BEEN GRANTED BY THE DEPARTMENT OF PUBLIC WORKS, ALL ELEVATIONS AND GRADES SHALL BE BASED ON CITY OF SOLVANG BENCHMARK INDEX, LATEST EDITION. AVAILABLE AT CITYOFSOLVANG.COM.

6. THE ENGINEER OR LAND SURVEYOR FOR THE OWNER, DEVELOPER OR SUBDIVID-ER SHALL BE HELD RESPONSIBLE FOR THE

GRADE STAKES BEING PLACED AT THEIR CORRECT LOCATIONS AND ELEVATIONS, PROPERLY MARKED, FOR USE IN THE DETERMINATION OF THE PROPER LOCATION AND GRADE OF CONSTRUCTION.

7. INSPECTION AND APPROVAL BY THE DIRECTOR OF PUBLIC WORKS SHALL BE REQUESTED BY THE CONTRACTOR 48 HRS PRIOR TO COMMENCING AND PRIOR EACH PHASE OF CONSTRUCTION.

8. UTILITIES CONSTRUCTED UNDERGROUND SHALL BE STUBBED OUT TO THE PROPERTY LINES AT EACH LOT, AND TO EACH

TRACT LINE AT END OR STUB STREETS BEING CONSTRUCTED, OR THROUGH STREETS BEING CONSTRUCTED AND TRENCH

BACKFILL TESTED FOR COMPACTION AND APPROVED BEFORE BASE, PAVING AND OTHER PERMANENT SURFACE CONSTRUCTION MAY COMMENCE.

9. AGGREGATE SUB-BASE SHALL CONFORM TO THE PROVISIONS OF THE STANDARD SPECIFICATIONS, CALIFORNIA DEPARTMENT OF TRANSPORTATION, AND SHALL BE PLACED IN ACCORDANCE WITH THE APPROVED STRUCTURAL SECTIONS.

CLASS 1, 2, AND 3 AGGREGATE SUB-BASE SHALL CONFORM WITH CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS OF CURRENT DATE.

10. AGGREGATE BASE SHALL CONFORM TO THE PROVISIONS OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, AND SHALL HAVE A MINIMUM THICKNESS OF 0.50 FOOT ON ALL ROADS AND BE COMPACTED TO 95% MAXIMUM DENSITY.

11. THE STRUCTURAL SECTION FOR NEW PUBLIC ROADS SHALL BE AS FOLLOWS: WHEN THE TRAFFIC INDEX IS LESS THAN 5.5, THE MINIMUM THICKNESS OF ASPHALT CONCRETE SHALL BE 0.20 FOOT. WHEN THE TRAFFIC INDEX IS 5.5 OR GREATER, THE MINIMUM THICKNESS OF ASPHALT CONCRETE SHALL BE 0.25 FOOT. THE ACTUAL THICKNESS OF THE STRUCTURAL SECTIONS SHALL BE DETERMINED FROM "R" VALUES BY TEST METHOD 301 CALIFORNIA DEPARTMENT OF TRANSPORTATION RESEARCH DEPARTMENT. FOR ALL PUBLIC ROADS, 0.75 FOOT OF NATIVE SOIL SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY.

12. ALL OTHER ASPHALT CONCRETE SHALL BE SPREAD AND COMPACTED IN LAYERS. THE TOP LAYER OF ASPHALT CONCRETE SHALL BE 2.4 INCH. THE NEXT LOWER LAYER SHALL BE NOT MORE THAN 0.25 FOOT NOR LESS THAN 0.15 FOOT IN COMPACTED THICKNESS UNLESS THE TOTAL THICKNESS IS SHOWN ON THE PLANS TO BE 1.8 INCH IN COMPACTED THICKNESS. ASPHALT CONCRETE BASE SHALL BE SPREAD AND COMPACTED IN ONE OR MORE LAYERS. EACH LAYER SHALL NOT EXCEED 0.40 FOOT IN COMPACTED THICKNESS. ASPHALT CONCRETE FOR OVERLAY SECTIONS SHALL BE CONSTRUCTED WITH 1/2 INCH MAXIMUM AGGREGATE WITH MEDIUM GRADING. BINDER (ASPHALT EMULSION) SPRAYED SHALL

BE BETWEEN EACH COURSE OF ASPHALT CONCRETE EXCEPT AS MAY BE PERMITTED BY THE DEPARTMENT OF PUBLIC WORKS IN CONTINUOUS PAVING OPERATIONS.

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101

GENERAL STREET SPECIFICATIONS

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
171

STREET SPECIFICATIONS

13. ROADS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL SECTIONS SHOWN ON DEPARTMENT OF PUBLIC WORKS STANDARD DETAILS OF CURRENT DATE, UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF PUBLIC WORKS.

14. STREET NAME SIGNS, BARRICADES, TRAFFIC CONTROL AND TRAFFIC WARNING SIGNS SHALL BE PLACED IN ACCORDANCE

WITH DEPARTMENT OF PUBLIC WORKS STANDARD DETAILS OF CURRENT DATE, THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

15. ROUGH GRADE STAKES SHALL BE SET AS REQUIRED FOR ADEQUATE CONTROL OF PRIMARY ROADWAY GRADING OPERATION. FINAL GRADE STAKES SHALL BE SET AT NOT GREATER THAN 50 FEET INTERVALS AND AT BC'S, EC'S, PI'S, CHANGES IN GRADE OR ALIGNMENT, AND AT OTHER POINTS OF CONTROL.

16. WATER FOR COMPACTION AND DUST CONTROL SHALL BE MADE AVAILABLE WITHIN THE BOUNDARIES OF THE TRACT PRIOR

TO STARTING ANY EARTH MOVING OPERATION, OTHER THAN THAT NECESSARY FOR THE INSTALLATION OF SUBJECT WATER SOURCE.

17. PRIVATE IMPROVEMENTS OR CONSTRUCTION SHALL NOT COMMENCE UNTIL AN EXCAVATION PERMIT HAS BEEN ISSUED BY THE DIRECTOR OF PUBLIC WORKS.

18. ALL REINFORCING STEEL SHALL BE ASTM A 615, GRADE 60 UNLESS OTHERWISE NOTED.

19. ALL STRUCTURE STEEL SHALL BE ASTM A 36 UNLESS OTHERWISE NOTED.

20. EXPANSIVE SOILS ARE DEFINED AS THOSE SOILS HAVING AN "R" VALUE OF LESS THAN THEY ARE COMPOSED OF HIGH CLAY CONTENT AND EXPAND WITH MOISTURE.

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101

GENERAL STREET SPECIFICATIONS

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
172

JOINT UTILITY TRENCH

TELEPHONE, CABLE,

ELECTRIC
(2'-6" MIN. COVER).

NORTH OR WEST

SIDE OF STREET

SOUTH OR EAST

SIDE OF STREET
9'
WATER
GAS
SEWER MAIN5'-0" MINVARIES

R/W R/W
C/L
5'-0"
SIDEWALK 2'-6" MIN
STORM DRAIN 3'-0" MIN
5'-0"
VARIES
CURB &
GUTTER
NOTES:

1. ALL INSTALLATIONS IN PUBLIC RIGHT OF WAY SHALL BE APPROVED BY THE CITY FOR LOCATION ONLY.

2. ALL TRENCH BACKFILL REQUIREMENTS PER GENERAL SPECIFICATIONS AND DETAIL 105.

3. ANY UTILITY CUTS ACROSS STREET SHALL BE 90° TO STREET CENTERLINE.

4. EITHER SEWER OR WATER MAY BE INSTALLED IN NEW ALLEYS, BUT NOT BOTH. IN CASES WHERE NO ALTERNATIVE

LOCATION FOR INSTALLATION EXISTS THE DIRECTOR OF PUBLIC WORKS WILL GIVE SPECIAL CONSIDERATION TO ALLOW THE INSTALLATION TO OCCUR. BUT, IN SUCH CASES SPECIAL CONSTRUCTION WILL BE REQUIRED.

5. TRANSVERSE CROSSINGS OF WATER MAINS WITH SEWER MAINS AND SEWER LATERALS SHALL COMPLY WITH STATE DEPT.

OF HEALTH STANDARDS ON FILE AT PUBLIC WORKS DEPT., ENGINEERING DIVISION.

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102

UNDERGROUND UTILITY LINE LOCATIONS

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
173
1 2345 10' 15' 10' 10' 10' 15'
⅊ NOTES: WATER MAINS 11' MINIMUM NORTH OR WEST OF CENTERLINE. SEWER MAINS AT CENTERLINE OF STREET. GAS MAINS AT 16' FROM SOUTH OR EAST R/W LINE. FIRE HYDRANT AND STREET LIGHTS TO BE LOCATED BEHIND THE SIDEWALK AND FALL ON PROPERTY LINES WHERE POSSIBLE. ELECTRIC, TELEPHONE AND CABLE T.V. IN JOINT TRENCH BEHIND SIDEWALK IN RESIDENTIAL AREAS AND AT CURB IN COMMERCIAL AREAS ON NORTH OR WEST SIDE OF STREET. LOT LOT LOT LOT LOT LOT

E E E E G
G
W
S
W
S
W
S

E E E E G
G
W
S
W
S
W
S
W

SG SIDEWALK R/W
℄ SMH SIDEWALK
11'
MIN
⅊
⅊
⅊
⅊
⅊
16' R/W CURB FACE CURB FACE
4 4
5 123 DO NOT SCALE

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103

UNDERGROUND SERVICE LINES

AND LATERALS

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
174

CONVENTIONAL SYMBOLS

FOR EXISTING TOPOGRAPHY
CURB

CURB AND GUTTER
GUTTER

SIDEWALK

DEAD MAN

FIRE HYDRANT
PIPE

PAVEMENT PCC

BUILDING

FENCE & GATE

MANHOLE

RR XING PROTECTION TYPE OF PROTECTION
SIGN ( 2 POST )
AC

ACCESS RAMP

GUARDRAIL

RAILROAD

GUY POLE

EXISTING PROPOSED

BENCH MARK

DRIVEWAY

PROPERTY LINE
SHRUB

RETAINING WALL

RETAINING WALL WITH

FENCE ON TOP
SIGN ( 1 POST )

SIGNAL CONTROL BOX

SIGNAL FLASHING

TRAFFIC

STREET LIGHT

TREE PALM
OAK
OTHER
LOOP

SPRINKLER HEAD

OR DITCH

SMALL STREAM
V
W
VAULT
WALL

CONCRETE
STONE

BRICK (BLOCK)
WELL

UTILITY POLE
VALVE

EXISTING

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UTILITY SYMBOLS AND ABBREVIATIONS

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
175

ABBREVIATIONS

AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY

TRANSPORTATION OFFICIALS

ABS ACETAL BUTAL STYRENE

AC ASPHALT CONCRETE, OR ASBESTOS CEMENT

APPROX APPROXIMATELY

AS ALL SIDES

ASTM AMERICAN SOCIETY FOR TESTING MATERIALS

ASS'Y ASSEMBLY

BC BEGINNING OF CURVE

BCR BEGINNING OF CURB RETURN

CB CATCH BASIN

CIP CAST IRON PIPE, OR CAST-IN-PLACE

CF CURB FACE

CL CENTERLINE

CMB CRUSHED MISCELLANEOUS BASE

CMP CORRUGATED METAL PIPE

CO CLEAN OUT

CONST CONSTRUCT, CONSTRUCTION

CONC CONCRETE

CSP CORRUGATED STEEL PIPE

D DESIGNATION FOR RCP LOAD RATING

DIA DIAMETER

DI DRAINAGE INLET

DIP DUCTILE IRON PIPE

EC END OF CURVE

ECR END OF CURB RETURN

EF EACH FACE

EG EXISTING GRADE

EL ELEVATION

EP EDGE OF PAVEMENT

EXIST, EX EXISTING

EXP JT EXPANSION JOINT

F'C DESIGNATION FOR COMPRESSIVE

STRENGTH OF CONCRETE

FG FINISHED GROUND/GRADE

FH FIRE HYDRANT

FL FLOWLINE

FS FINISHED SURFACE

GP GROUND PROFILE

GALV GALVANIZED

HEX HEXAGONAL

ID INSIDE DIAMETER

MAX MAXIMUM

MIN MINIMUM

MH MANHOLE

NCT NATIONAL COARSE THREAD SERIES
NO. NUMBER

NPT NATIONAL PIPE THREAD

OC ON CENTER

OD OUTSIDE DIAMETER

OG ORIGINAL GROUND

PCC PORTLAND CEMENT CONCRETE

PE POLYETHYLENE

PRCB PRECAST REINFORCED CONCRETE BOX

PT POINT

PVC POLY VINYL CHLORIDE

PVMT PAVEMENT

R RADIUS

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

REINF REINFORCED
R.O.W. RIGHT-OF-WAY

RR RAILROAD

R/W RIGHT-OF-WAY

SPPWC STANDARD PLANS FOR PUBLIC WORKS

CONSTRUCTION

SSPWC STANDARD SPECIFICATIONS FOR PUBLIC WORKS

CONSTRUCTION

STD STANDARD

STL STEEL

STR GR STRAIGHT GRADE

TC TOP OF CURB

T&G TONGUE AND GROOVE

TRANS TRANSVERSE

TYP TYPICAL

VCP VITRIFIED CLAY PIPE

W/ WITH

WPJ WEAKENED PLANE JOINT

XING CROSSING

SYMBOLS
Δ DEFLECTION ANGLE, CENTRAL ARC ANGLE
Ø DIAMETER
℄ CENTERLINE
 FLOWLINE
⅊ PROPERTY LINE

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UTILITY SYMBOLS AND ABBREVIATIONS

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
176
NOTES:

1. BACKFILL UNDER EXISTING OR PROPOSED PAVEMENT, INCLUDING SIDEWALKS, SHALL BE CEMENT SLURRY CLASS 100-E-100 (1 SACK/CUBIC YARD). IN OTHER LOCATIONS, BACKFILL SHALL BE PER SECTION 306-1.3.1 WITH MAXIMUM SIZE OF ROCKS BEING 2-1/2" IN ANY DIMENSION.

2. ALL BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% RELATIVE DENSITY.

3. REPLACEMENT SECTION FOR ASPHALT CONCRETE PAVING SHALL BE NOT LESS THAN 4" OF ASPHALT CONCRETE ON NOT LESS THAN 6" OF CLASS 2 AGGREGATE BASE (CALTRANS SPEC.). IF THE EXISTING SECTION EXCEEDS THESE VALUES, MATCH EXISTING THICKNESSES.

4. IF EITHER SAW CUT LINE IS WITHIN 4' OF THE EDGE OF GUTTER, ALL PAVEMENT BETWEEN THE EDGE OF GUTTER AND THE FARTHER SAW CUT LINE SHALL BE REMOVED AND REPLACED.

5. BEDDING SHALL BE PER UTILITY SPECIFICATIONS. FOR WATER MAIN AND SANITARY SEWER CONSTRUCTION, BEDDING SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PIPE MANUFACTURER. BEDDING COMPACTION SHALL RESULT IN NOT LESS THAN 90% RELATIVE DENSITY.

JOIN EXISTING A. C. PVMT.

WITH SMOOTH BUTT JOINT
(NO FEATHERING)

TRENCH WIDTH

PER UTILITY

SPECIFICATIONS

ASPHALT CONCRETE

EXISTING BASE
EXISTING A.C. PVMT.

FINAL SAW CUT
THK = (E) PAVEMENT +1"
5" THK MIN. PROVIDE TACK BETWEEN
LIFTS.

APPLY TACK COAT TO INSIDE OF

EXISTING AC BEFORE APPLYING NEW
AC. APPLY FINAL EDGE PREP AFTER

FINAL COMPACTION
1' MIN INITIAL SAW CUT 1' MIN12"PIPE OR CONDUIT COVER PER UTILITY SPECIFICATIONS 1 5 TRENCH WIDTH + 2' MIN.

CLASS 2 AGGREGATE BASE

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UTILITY TRENCH REPAIR DETAIL

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
177
1'-6" 2' 4' 7' 2' 1'
1'-6" OR 2' 7' 2" 8
5 RURAL AND TRANSITION SECTION

URBAN SECTION
4 2 5
7 3

INTERIOR OR CUL-DE-SAC
R/W R/W COLLECTOR ST.

R/W R/W
4 2
5 30' 70' 7
3 8
6 2
4 100'

ARTERIAL STREET
R/W
8 FOR SIGN LOCATION, SEE DETAILS ON THIS SHEET S T O P
8'
15' 12" WIDE WHITE STOP BAR

LOCATED AT BACK OF SIDEWALK DO NOT SCALE

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SIGN LOCATIONS ON PUBLIC STREETS

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
178
NOTES:

1. THE DESIGNATIONS OF TRAFFIC SIGNS SHALL BE CONSISTENT WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

2. "STOP" SIGNS, (R1 30"x30") AND LEGENDS SHALL BE INSTALLED ON NEW STREETS AS REQUIRED BY THE PUBLIC WORKS DIRECTOR. "STOP" SIGNS WILL REQUIRE PRIOR AUTHORIZATION BY RESOLUTION OF THE CITY COUNCIL.

3. SPEED LIMIT SIGN, (R2 24"x30") SHALL BE INSTALLED ON NEW STREETS AS REQUIRED BY THE PUBLIC WORKS DIRECTOR.

4. STREET NAME SIGNS SHALL BE LOCATED AND IN CONFORMANCE AS DIRECTED BY THE PUBLIC WORKS DIRECTOR.

5. AT PAVEMENT WIDTH TRANSITIONS, WHERE PAVEMENT NARROWS, ADVANCE SIGNING MAY BE REQUIRED BY THE PUBLIC WORKS DIRECTOR.

6. TAPER TRANSITION LENGTHS, FOR NARROWING OR WIDENING THE ROADWAY SHALL BE AS FOLLOWS:

7. "NOT A THROUGH STREET" SIGN, W53 OR W53A (24"x24"), SHALL BE PLACED AS SHOWN WHERE A STREET ENDS IN A CUL-DE-SAC.

8. TYPE I FLEXIBLE GUIDE MARKERS (8"x24") IN CONFORMANCE WITH THE MUTCD SHALL BE PROVIDED ALONG THE PAVEMENT TRANSITION.

DESIGN SPEEDS TAPER RATE
30 mph or less
35 mph
40 mph
45 mph
50 mph
15ft/ft
20ft/ft
25ft/ft
30ft/ft
35ft/ft

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SIGN LOCATIONS ON PUBLIC STREETS

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
179
VEHICLE 2
LANE
℄ STOP BAR

SIGHT LINE
VEHICLE 1 CURB INSIDE LANE
B

RESTRICTED PLANTING, FENCING AND

SIGNAGE AREA
A = DISTANCE FROM CENTERLINE OF VEHICLE 1 TO THE CURB FACE.

B = DISTANCE FROM CENTERLINE OF VEHICLE 1 TO THE LINE OF SIGHT OF VEHICLE 2 DRIVER. VEHICLE 2 DRIVER'S EYE IS ASSUMED TO BE 8' BEHIND STOP BAR. STOP BAR IS LOCATED A MINIMUM OF 6' FROM TRAVELED WAY OR AT OUTSIDE EDGE OF SHOULDER, IF GREATER.

WHERE A CROSSWALK IS PROVIDED, IT IS ASSUMED THAT THE
VEHICLE WILL STOP AT EDGE OF CROSSWALK.

C = SETBACK FROM INTERSECTION OF SIGHT LINE ALONG CURB FACE.

D = SIGHT DISTANCE ALONG HIGHWAY FROM INTERSECTION.

V = ANTICIPATED PREVAILING SPEED ON CROSSROAD.

NOTES:

1. TABULAR VALUES BASED ON THE FOLLOWING WIDTHS: SIDEWALK = 5'; CROSSWALK = 6'; STOP BAR AND CROSSWALK LINES = 12"

2. DATA FOR UNSIGNALIZED INTERSECTIONS BASED ON 7 1/2 SECOND HORIZONTAL SIGHT DISTANCE CRITERIA.

A
(ft.)
B
(ft.)
10 25 198 264 330
12 27 183 245 306
14 29 171 228 285
SET BACK = C(FT.)
30 MPH 40 MPH 50 MPH
V
MPH
D
(FT.)
30 40
50 330
440
550
C = D(B-A)/B
D = 11 x V

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107

SIGHT DISTANCE SET BACK

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
180

AC OVERLAY

EXIST AC
AND AB

COLD PLANE
VARIES PER PLAN 0.1' OR AS DIRECTED

AC OVERLAY

EXIST AC
AND AB

COLD PLANE
5' MIN. 0.1' OR AS DIRECTED

EXISTING CURB
& GUTTER 3
8 " LIP

IN STREET SECTION

ALONG CURB AND GUTTER

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108

COLD PLANE DETAIL

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
181
NOTES:

1. POINT "A" SHALL BE HIGHER THAN POINT "C" BY 2% OF THE DISTANCE BETWEEN "A" AND "C".

2. POINT "B", TOP OF FOOTING WALL OR FINISH FLOOR IF A SLAB, SHALL BE 6" PLUS 2% OF THE DISTANCE BETWEEN "B" AND "C" HIGHER THAN "C".

3. ALL DRAINAGE SHALL BE CONDUCTED TO A STREET OR ESTABLISHED WATERCOURSE.

4. NON-EROSIVE DEVICES ARE REQUIRED WHERE FLOW IS CONCENTRATED OR SLOPE IS STEEP.

5. FINISH GRADE AROUND THE STRUCTURE SHALL SLOPE AWAY FROM THE STRUCTURE FOUNDATION A MINIMUM OF 5% FOR 10' PER CBC SEC. 1803.3.

6. 1.5% SLOPE MAY BE USED WHERE 2% IS NOT REASONABLY ATTAINABLE OR NECESSARY BECAUSE OF TERRAIN OR SOIL CONDITIONS AS DETERMINED BY THE DIRECTOR OF PUBLIC WORKS.

PROPERTY LINE

PLAN VIEW

SECTION X-X'

TOP OF FOOTING WALL OR FINISH
FLOOR

FINAL FINISH GRADE

BOTTOM OF FOOTING
STREET ⅊
R/W
"B"
"A"
"C"
"B"
"C"
"A"
STREET
R/W

MAY ROUTE

DRAINAGE TO

CURB DRAIN

CURB LINE
PAVED
DRIVE12" MIN6" MIN
X
X'
2%
2%
5% 10'
5% 10'
5%
10'
2%

DRAINAGE DEVICES

AS REQUIRED
3'

TOE OF SLOPE

TOP OF SLOPE

TOP OF SLOPE BUILDING

FOOTPRINT

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109

STANDARD LOT DRAINAGE

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
182

CURB AND GUTTER
ROOT BARRIER W/ 1" OVERLAP
UNDER SIDEWALK.
60" 60"

ROOT BARRIER VERTICALLY PLACED AT BACK OF CURB

ROOT BARRIER LAYOUT
1/2" WATER SERVICE TYP

TREE WELL SIZE AND LOCATION

PER URBAN FORESTER

ELECTRICAL SERVICE

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110

SIDEWALK TREE PLANTING DETAIL

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
183
TREE STAKE-NOTE 8
TIE

WATER BASIN
BERM

FINISH GRADE DEPTH OF ROOT BALL

CURB OR PAVEMENT
ROOT BARRIER 12' X18"
SEE SHEET 1

PAVED SECTION

UNPAVED SECTION
2% 2%
3"

BACKFILL WITH AMENDMENTS

ROOT BALL

PERFORATED PIPE
4" DIA X 24"

CURB OR PAVEMENT

ROOT BARRIER

TREE CROWN

TREE STAKE
TIE

TREE TRUNK

ROOT BALL

PLANTING PIT

PLAN VIEW

PERFORATED PIPE
2X CONTAINER WIDTH MIN
3X CONTAINER WIDTH MAX
2X CONTAINER WIDTH MIN
3X CONTAINER WIDTH MAX

UNPAVED PARKWAY
15 GAL OR 24" BOX

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110

CITY OF SOLVANG - STANDARD DETAILS

SIDEWALK TREE PLANTING DETAIL

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
184
TREE STAKE-NOTE 8

TIE DEPTH OF ROOT BALL

CURB OR PAVEMENT
ROOT BARRIER 12' X18"
SEE SHEET 1

PAVED SECTION
3"

BACKFILL WITH AMENDMENTS

ROOT BALL

PERFORATED PIPE
4" DIA X 24"

CURB OR PAVEMENT

ROOT BARRIER

TREE CROWN

TREE STAKE
TIE

TREE TRUNK

ROOT BALL

PLANTING PIT

PERFORATED PIPE

SIDEWALK TREE WELL
15 GAL OR 24" BOX

NATIVE SOIL OR CLASS C TOPSOIL
NO. 2 CONCRETE AGGREGATE,
3" THICK

TREE WELL COVER

POLYETHYLENE FILM PERFORATED PIPE PLAN VIEW

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110

SIDEWALK TREE PLANTING DETAIL

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
185
NOTES:

1. SET TOP OF ROOT BALL 1" ABOVE FINISH GRADE.

2. FOR 24"BOX TREES OR SMALLER, INSTALL ROOT BARRIERS IF TRUNK IS WITHIN 5' OF CURB OR WALK. FOR 30" TO 48" BOX TREES, INSTALL ROOT BARRIERS IF TRUNK IS WITHIN 10' OF CURB OR WALK.

3. AMEND BACKFILL MIX PER SPECIFICATIONS. LEAVE TRUNK AND ROOT FLARE VISIBLE.

4. SET PERFORATED PIPE FLUSH WITH TOP OF BACKFILL. FILL PIPE WITH NO. 2 CONCRETE AGGREGATE PER SSPWC TABLE 200-1.4 (B) AND COVER WITH FILTER FABRIC. WRAP FABRIC 6" DOWN SIDES OF PIPE.

5. FORM 3 1/2" HIGH BERM AROUND BACKFILL AS A WATER BASIN.

6. TOP WATER BASIN WITH 3 1/2" OF NO. 2 CONCRETE AGGREGATE OR TYPE 1 MULCH PER THE SPECIAL PROVISIONS. KEEP CONCRETE AGGREGATE OR MULCH 3 1/2" CLEAR OF TRUNK. LEAVE TRUNK AND ROOT FLARE VISIBLE.

7. REMOVE ALL NURSERY STAKES. INSTALL NEW TREE STAKES PER SPPWC 800-1.5.3.

8. FASTEN TREE TO STAKES PER SPPWC 801-4.6, TWO TIES PER STAKE.

9. AFTER PLANTING, PRUNE THE TREE AS APPROVED BY THE ENGINEER.

10. POLYETHYLENE FILM, WHERE SHOWN, SHALL BE 6 MIL THICK. LINE ALL FOUR SIDES OF PLANTING PIT.

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110

SIDEWALK TREE PLANTING DETAIL

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
186
EXIST.

TREE
2 (E) ELECTRICAL OUTLET
3 4
1 1
1 1 8" MAX
3' TYP
4" MIN. TYP 2" CLR 36" MAX
1 2
3 4CONSTRUCTION NOTES:

SAWCUT ALONG CONTROL JOINT.

REMOVE CONCRETE BETWEEN THE SAWCUTS.

INSTALL 4" CONCRETE SIDEWALK PER STANDARD DETAIL 403.

IF INDICATED, INSTALL 1' W. CAST IRON GRATE TO MATCH OTHERS IN THE CITY.

NOTES:

1. PROTECT EXISTING CURB AND GUTTER IN PLACE.

2. CLEAN CUT TREE ROOTS MIN. 3" CLEAR OF BOTTOM OF PROPOSED SIDEWALK AND GRATE.

3. PROVIDE SUPPORTS AS NECESSARY TO KEEP GRATE FLUSH WITH ADJACENT SIDEWALK.

4. PROTECT IN PLACE EXISTING FIXTURES.

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111

TREEWELL REPAIR DETAIL

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
187
601 SANITARY SEWER STANDARDS AND SYMBOLS
602 SANITARY SEWER MANHOLE
603 SANITARY SEWER OUTSIDE DROP MANHOLE
604 SHALLOW SANITARY SEWER MANHOLE
605 SEWER MANHOLE ADJUSTMENT
606 MANHOLE RAISING RINGS
607 BREAKING INTO EXISTING MANHOLES
608 TERMINAL CLEANOUT STRUCTURE
609 SANITARY SEWER SERVICE LATERAL
610 SANITARY SEWER TRENCH
611 PIPE ANCHORS AND BACKFILL STABILIZERS
612 GREASE TRAP
SECTION 600

SANITARY SEWER DETAILS

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600

TABLE OF CONTENTS

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
188
NOTES:

1. UNLESS NOTED OTHERWISE, REFERENCES TO SECTIONS AND SUBSECTIONS REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.

2. PIPE AND FITTINGS FOR SEWER MAIN LINES SHALL BE PVC PLASTIC PIPE AS SET FORTH IN SUBSECTION 207-17.

3. PIPE AND FITTINGS FOR SANITARY SEWER SERVICE LATERALS MAY BE PVC PIPE AS SET FORTH IN SUBSECTION 207-15, PVC PLASTIC PIPE AS SET FORTH IN SUBSECTION 207-17 OR POLYETHYLENE (PE) SOLID WALL PIPE AS SETFORTH IN SUBSECTION 207-19.

4. PIPE SHALL BE BEDDED IN CONFORMANCE WITH STANDARD DETAIL 610.

5. MANHOLES SHALL BE CONSTRUCTED IN CONFORMANCE WITH STANDARD DETAIL 602, 603 OR 604 AS APPROPRIATE.

6. NEW SEWER MAIN LINES MUST BE TESTED ACCORDING TO 306-1.2.12 AND 306-1.4.4. AND VIDEO INSPECTED BY CONTRACTOR, AND APPROVED BY CITY PUBLIC WORKS INSPECTOR PRIOR TO FINAL ACCEPTANCE.

7. END OF LINE MUST BE WITH A MANHOLE AND STUB. EXISTING CLEANOUTS MAY BE REPAIRED WITH A 45° LONG OR 90° LONG WITH APPROVAL BY PUBLIC WORKS DEPT.

8. SANITARY SEWER SERVICE LATERALS SHALL BE CONSTRUCTED IN CONFORMANCE WITH STANDARD DETAIL 609. PROFILE TYPE "A" SHALL BE USED UNLESS INDICATED OTHERWISE IN THE PLANS OR SPECIAL PROVISIONS. ALL LATERALS SHALL BE REFERENCED BY THE PERMANENT MARKING OF AN "S" ON THE TOP OF CURB. WHERE NO CURB EXISTS, A 4"X4"X24" REDWOOD POST EXPOSED 6" SHALL BE PLACED NEXT TO THE CLEANOUT AT PROPERTY LINE. THE POST SHALL BE SCRIBED WITH THE LETTER "S" AND PAINTED OR STAINED TO REDUCE WEATHERING.

9. SANITARY SEWER SERVICE LATERALS SHALL BE CONSTRUCTED IN CONFORMANCE WITH STANDARD DETAIL 609.

10. NEW SANITARY SEWER SERVICE LATERALS INSTALLED ONTO EXISTING SEWER MAINS SHALL USE GENERAL ENGINEERING COMPANY TEE SADDLE TYPE "U" MOLD "H" OR CUT IN A PVC WYE WITH STRONG BACK COUPLINGS.

END OF MAINLINE
MH
STUB 18"
MIN

SERVICE LATERAL
OUTSIDE DROP MANHOLE S.D. #603
MANHOLE S.D. #602

SANITARY SEWER MAIN

MAPPING SYMBOLS

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601

SANITARY SEWER STANDARDS

AND SYMBOLS

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
189
24" MAX 3"
7"
24" DIA
2"
24"
6"
6"
1 1/2"
MIN
MIN
1" MIN
12"

NON-REINFORCED
5"
12"
1 1/4"
MIN
30" DIA
CONE

TAPERED
2"

JOINT DETAIL
MIN 1 1/2" MIN
60" OD
36" OR 42" OD
1 1/8"
INLET
STEP

OUTLET INLET
A A

ACROSS BASE
5'-0" MIN
30"
48"

RING DETAIL

ADJUSTING

ADJUSTING RINGS

REDUCER RING AND
PLAN

SECTION A-A

SHOWING BASE

RING (OPTIONAL)
ONE 3" ADJUSTING

REDUCER RING
OUTLET INLET 12" 48" 1" MIN 3/4" MIN 3" OR 6" 3/4" ON CONE SECTIONS "KNEE" 4" 24" OR 36" 1" MIN MORTAR CLASS "D" 3" MAX TYPICAL SECTIONS 12" TO 48" 24" MIN. 2" 9" 2"1 1/2" 3" MIN 6" MAX 6" 1 1/2"
24" MAX
12" MIN

IF DEPTH OF

MANHOLE

PERMITS

MANHOLE FRAME AND
COVER PER SPPWC 210 TAPERED CONES
CLASS 560-C-3250
(330-C-23)

CONCRETE IN
BASE
1/2" CLASS "D"

MORTAR PER
SSPWC 201-5
SEE
JOINT
DETAIL
MORTAR NOT MORE THAN 3/8"

THICK OR APPROVED JOINT

SEALING COMPOUND
ONE 3"

ADJUSTING
RING
(OPTIONAL)
560-C-3250 CONCRETE TO TOP
OF SUBGRADE WITH TWO #4
BARS. CONCRETE SHALL BE
COLORED BLACK. 12" MIN
6"
12" MIN

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602

SANITARY SEWER MANHOLE

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
190
NOTES:

1. EXCEPT AS NOTED HEREON, THE PRECAST UNITS SHALL BE MANUFACTURED AND TESTED IN ACCORDANCE WITH ASTM C478 (C478M). AS AN ALTERNATE

CURING METHOD, THE UNITS MAY BE CURED USING SATURATED STEAM FOR A MINIMUM OF 12 HOURS FOLLOWED BY 6 DAYS OF WATER CURING OR MEMBRANE CURING. IF THE UNITS ARE CURED BY THE ALTERNATE METHOD, THEY SHALL NOT BE SHIPPED PRIOR TO 8 DAYS AFTER CASTING NOR UNTIL THE CONCRETE HAS ATTAINED A STRENGTH OF 3500 PSI. Z

2. RISER SECTIONS MAY BE REINFORCED OR UNREINFORCED. REINFORCED SECTIONS SHALL BE REINFORCED IN ACCORDANCE WITH ASTM C478 (C478M) AND SHALL HAVE A MINIMUM WALL THICKNESS OF 5". UNREINFORCED RISER SECTIONS SHALL HAVE A MINIMUM WALL THICKNESS OF 6". Z

3. THE 24" x 48" ECCENTRIC CONES MAY BE REINFORCED OR UNREINFORCED. IF REINFORCED, THE WALL THICKNESS SHALL BE NOT LESS THAN 5". IF UNREINFORCED, THE WALL THICKNESS SHALL NOT BE LESS THAN 6". Z

4. JOINTS SHALL BE TONGUE AND GROOVE. JOINTS FOR REINFORCED STRUCTURES SHALL CONFORM WITH ASTM C478 (C478M) SECTION 14.

5. PRECAST UNITS SHALL BE ASSEMBLED USING CLASS "B" MORTAR.

6. IF 30" DIAMETER MANHOLE FRAME AND COVER IS REQUIRED, IT SHALL BE INSTALLED WHERE THE REDUCER RING IS SHOWN IN THE SECTION.

7. FOR REINFORCED PRECAST STRUCTURES, ALL REINFORCEMENT SHALL HAVE A MINIMUM OF 2" OF COVER OVER THE STEEL ON THE INSIDE FACE.

REFER TO SPPWC STANDARD PLAN 207-3.

8. THE TOP OPENING OF THE MANHOLE AND THE STEPS SHALL BE PLACED

DIRECTLY OVER THE INLET OF THE STRUCTURE EXCEPT AS OTHERWISE NOTED ON PLANS.

9. CONCRETE BASE AND STUB WALLS SHALL BE POURED IN ONE OPERATION TO A POINT 2" ABOVE THE INLET AND OUTLET PIPES. ALL PIPES SHALL BE

RIGIDLY SUPPORTED BY TEMPORARY PIERS OR OTHER METHODS DURING THE OPERATION. CONCRETE SHALL SET FOR 24 HOURS BEFORE PLACING PRECAST UNITS.

10. 24" DIAMETER MANHOLE FRAME AND COVER.

11. IN ASPHALT OR OFFSITE MANHOLE MUST HAVE 12" DIAMETER RING POURED WITH 3250 MIX BLOCK CONCRETE WITH #4 REBAR. 12" DEEP CONCRETE RING.

12. OFFSITE MANHOLES 12" MIN. ABOVE GRADE WITH 12" DIAMETER RING POURED WITH 3250 MIX BLOCK CONCRETE WITH #4 REBAR. 12" DEEP CONCRETE RING.

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SANITARY SEWER MANHOLE

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
191

ELEVATION A TEE
D
INLET
D
PCC BASE 9"
OUTLET

UNDISTURBED
EARTH
4" MIN 4" MIN

PCC ENCASEMENT

UNDISTURBED
EARTH
4" MIN

SECTION A-A
PLAN
SHELF
SHELF
A 4" MIN 4" MIN
NOTES:

1. EXCEPT AS SHOWN ON THIS PLAN, MANHOLES SHALL CONFORM TO SPPWC 200 OR 203.

2. PIPE FOR THE DROP INLET SHALL BE THE SAME MATERIAL AS THE SEWER UNLESS APPROVED ADAPTERS ARE USED.

IF SO, THE PIPE MAY BE VCP, PVC PLASTIC, OR POLYETHELYNE.

3. FOR BRICK MANHOLES, A BRICK ARCH IS ALSO REQUIRED OVER THE UPPER INLET PIPE.

4. IF TWO OR MORE DROP INLETS ARE REQUIRED IN A SINGLE MANHOLE, EACH SHALL BE CONSTRUCTED SEPARATELY.

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603

SANITARY SEWER OUTSIDE

DROP MANHOLE

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
192
FRAME & COVER PER SPPWC 632 MORTAR, 3" MAX
30" DIA

ADJUSTING

RINGS AS
REQUIRED 18" MAX TAPERED CONE 24" MIN
SHELF
INLET
PCC BASE, 560-C-3250 9" 2" 4" MIN
OUTLET

UNDISTURBED EARTH

SECTION A-A

BASE MAY BE SQUARE

OR ROUND
SHELF
SHELF

FLOW A A
B
B
48"
PLAN
GENERAL NOTE:

EXCEPT AS SHOWN HEREON, MANHOLES
SHALL CONFORM TO SPPWC 200.
1"
SHELF SLOPE 1:12
MORTAR

SECTION B-B

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604

SHALLOW SANITARY SEWER MANHOLE

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
193

PROPOSED GRADE OR

TOP OF MANHOLE

INSTALL MANHOLE FRAME AND
COVER (SEE NOTE 1C)
1/2" CLASS "D" MORTAR

EXISTING

MANHOLE
(SEE NOTE 1B) D 12" MIN 24" MAX (SEE NOTE 2A) VARIES

TOP OF EXISTING

BRICKWORK

REMOVE EXISTING BRICKWORK

TO AN ELEVATION AT WHICH

INSIDE DIAMETER OF EXISTING
MANHOLE IS NOT LESS THAN 30"

RAISING EXISTING BRICK MANHOLES

INSTALL MANHOLE FRAME AND COVER
(SEE NOTE 1C)

TOP OF EXISTING BRICKWORK

LOWERING EXISTING BRICK MANHOLES

BRICK MANHOLES

EXISTING GRADE OR TOP

OF EXISTING MANHOLE

PROPOSED GRADE OR

TOP OF MANHOLE

RECONSTRUCT

BRICKWORK,
40" MIN

EXISTING MANHOLE
1/2" CEMENT PLASTER
5 2

MAXIMUM TAPER
D
(SEE NOTE 1B) 6"

REMOVE EXISTING BRICKWORK TO AN ELEVATION

AT WHICH UPPER PORTION OF MANHOLE CAN BE

RECONSTRUCTED ON A TAPER NOT TO EXCEED

TWO HORIZONTAL TO FIVE VERTICAL

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605

SEWER MANHOLE ADJUSTMENT

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
194

INSTALL MANHOLE FRAME
AND COVER (SEE NOTE 1C)

PROPOSED GRADE OR

TOP OF MANHOLE

EXISTING GRADE OR TOP OF

EXISTING MANHOLE
D
(SEE NOTE 1B) 12" MIN 30" MAX (SEE NOTE 4)

EXISTING MANHOLE

PROPOSED GRADE OR TOP OF MANHOLE

INSTALL MANHOLE FRAME AND COVER
(SEE NOTE 1C)

EXISTING GRADE OR TOP OF EXISTING MANHOLE
D
(SEE NOTE 1B) 12" MIN 30" MAX (SEE NOTE 4)

RAISING EXISTING PRECAST

CONCRETE SEWER MANHOLES

LOWERING EXISTING PRECAST CONCRETE

SEWER MANHOLES

PRECAST CONCRETE SEWER MANHOLES

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605

SEWER MANHOLE ADJUSTMENT

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
195
NOTES:

1. GENERAL
A. EXCEPT AS INDICATED HEREON OR ON THE PLANS, MANHOLES SHALL CONFORM TO: SPPWC 200, PRECAST CONCRETE SEWER MANHOLE AND SPPWC 203, BRICK SEWER MANHOLE.

B. DIMENSION "D" SHALL BE THE SAME AS THE SIZE OF MANHOLE FRAME AND COVER TO BE USED.

C. THE CONTRACTOR MAY REUSE THE EXISTING MANHOLE FRAME AND COVER, UNLESS DAMAGED DURING THE WORK OR WHEN OTHERWISE SHOWN IN THE CONTRACT DOCUMENTS. ITEMS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH IDENTICAL NEW ITEMS AT NO EXPENSE TO THE AGENCY.

D. EXISTING STEPS LOCATED WITHIN REMOVAL LIMITS SHALL BE REPLACED. WHEN REMOVAL OF EXISTING STEPS BEYOND THE MANHOLE REMOVAL LIMITS IS SHOWN ON THE PLANS, THE STEPS SHALL BE REMOVED TO A DEPTH OF 2" BEYOND THE INSIDE FACE OF THE BRICK MANHOLE AND THE HOLES SHALL BE FILLED WITH CLASS "D" MORTAR.

2. RAISING EXISTING BRICK MANHOLES
A. BRICK MANHOLES TO BE RAISED LESS THAN 1' (300 mm) MAY BE EXTEND VERTICALLY, PROVIDED THAT AT A DEPTH OF 2 1/2' BELOW THE TOP OF THE MANHOLE AT ITS NEW ELEVATION, THE INSIDE DIAMETER OF THE MANHOLE IS 30" OR GREATER.

B. BRICK MANHOLES TO BE RAISED LESS THAN 3 1/2" MAY BE RAISED BY APPLYING CLASS "D" MORTAR TO THE TOP OF THE EXISTING BRICKWORK. IF THE BRICK MANHOLE IS TO BE RAISED 3 1/2" OR MORE, A NEW COURSE OR COURSES OF BRICKWORK SHALL BE PLACED ON TOP OF THE EXISTING BRICKWORK.

3. LOWERING EXISTING BRICK MANHOLES
A. WHERE A BRICK MANHOLE IS TO BE LOWERED LESS THAN 1' , THE FRAME MAY BE RESET ON THE EXISTING BRICKWORK AND THE 40" MINIMUM BRICKWORK RECONSTRUCTION OMITTED, PROVIDED THAT THE BASE OF THE FRAME DOES NOT OVERHANG THE BRICKWORK ON THE INSIDE SURFACE OF THE MANHOLE MORE THAN AN AVERAGE OF 1 1/2" IN ANY QUADRANT NOR MORE THAN 2" AT ANY POINT.

4. RAISING EXISTING PRECAST CONCRETE SEWER MANHOLES
A. PRECAST CONCRETE MANHOLES TO BE RAISED LESS THAN 3" (75 mm) MAY BE RAISED BY APPLYING CLASS "D" MORTAR

TO THE TOP OF THE EXISTING MANHOLE, PROVIDED THE TOTAL HEIGHT OF MORTAR, EXISTING AND NEWLY APPLIED, DOES NOT EXCEED 3".

B. WHERE THE PRECAST CONCRETE MANHOLE IS TO BE RAISED 3" OR MORE, OR WHERE THE TOTAL HEIGHT OF MORTAR, EXISTING AND NEWLY APPLIED, WOULD EXCEED 3", GRADE RINGS SHALL BE UTILIZED. CLASS "D" MORTAR MAY BE USED FOR FINAL ADJUSTMENT, BUT NOT MORE THAN 3" IN HEIGHT. WHERE RAISING THE MANHOLE WOULD RESULT IN THE UPPER SEGMENT OF THE SHAFT BEING MORE THAN 30" IN HEIGHT, REMOVE THE REDUCER AND THE UPPER

SEGMENT OF THE SHAFT, INSTALL ADDITIONAL RINGS OR PIPE TO THE LOWER SEGMENT OF THE SHAFT, AND REINSTALL THE REDUCER AND GRADE RINGS AS REQUIRED.

5. LOWERING EXISTING PRECAST CONCRETE SEWER MANHOLES
A. REMOVE SUFFICIENT GRADE RINGS TO LOWER THE MANHOLES AS REQUIRED, APPLY CLASS "D" MORTAR TO A HEIGHT NOT EXCEEDING 3" FOR ADJUSTMENT TO FINAL GRADE.

B. WHERE REMOVAL OF GRADE RINGS WOULD RESULT IN THE UPPER SEGMENT OF THE SHAFT BEING LESS THAN 12" IN

HEIGHT, REMOVE THE REDUCER AND SUFFICIENT SECTIONS OF THE LOWER SEGMENT OF THE SHAFT AND REINSTALL

ANY NECESSARY SEGMENT OF THE LOWER SHAFT, THE REDUCER, AND THE GRADE RINGS TO CONFORM TO THE REQUIREMENTS OF THIS PLAN.

C. EXISTING GRADE RINGS NEED NOT BE REMOVED IF EXISTING MORTAR IS REMOVED, AND AT LEAST 1 1/2" OF MORTAR MAY BE PLACED ON TOP OF THE EXISTING GRADE RINGS TO RESEAT THE FRAME.

6. REPLACEMENT OF BRICK REDUCER WITH PRECAST CONCRETE REDUCER AND SHAFT UNLESS OTHERWISE INDICATED ON

THE PLANS, THE CONTRACTOR MAY INSTALL A PRECAST CONCENTRIC CONCRETE REDUCER, CONCRETE GRADE RINGS, AND CONCRETE PIPE IN LIEU OF RECONSTRUCTING A BRICK REDUCER, PROVIDED:

A. THE MAXIMUM ID OF SEWER PIPE CONNECTED TO THE MANHOLE DOES NOT EXCEED 8".

B. THE CONTRACTOR SECURES PRIOR APPROVAL FROM THE ENGINEER TO INSTALL THE CONCENTRIC REDUCER ONTO THE MANHOLE SHAFT. THE ENGINEER MAY, AS PART OF THE INSTALLATION REQUIREMENTS, REQUIRE THE CONTRACTOR TO COAT THE INSIDE OF THE REDUCER, RINGS, AND PIPE WITH AN APPROVED COATING.

C. THE CONCRETE GRADE RINGS, THE CONCRETE REDUCER, AND ANY CONCRETE PIPE SHALL BE JOINED TOGETHER AND BEDDED ONTO THE EXISTING BRICK MANHOLE WITH CLASS "D" MORTAR. THE DEPTH, WIDTH, AND THICKNESS OF THE

MORTAR SHALL BE OF SUFFICIENT DIMENSIONS TO PROPERLY AND ADEQUATELY JOIN AND BED THE COMPONENT PARTS.

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- 3 3
605

SEWER MANHOLE ADJUSTMENT

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
196
3/4"
3/4" 1 1/2"

D VARIABLE
D

PROPOSED STREET SURFACE

EXISTING STREET

SURFACE
1/4" Ø FLAT HEAD RAWL
9/32" Ø HOLE

COUNTER-SUNK
9/32" Ø HOLE

COUNTER-SUNK

RAW LENGTH EQUALS
D+1 1/2" MIN

STEEL RAISING RINGS
WELD JOINTS AND GRIND FLUSH. WELD
PENETRATION TO BE 1/8".
24"
12"

RAISING RINGS TO BE MADE OF STEEL, ASTM

DESIGNATION AT MERCHANT QUALITY
11 1/4"

STANDARD MANHOLE
FRAME PER SPPWC 210
B B

SECTION B-B
7/8" 1 1/2" 1/2" MIN
D VARIABLE 1 9/16" 5/8" STAINLESS STEEL SOCKETHEAD
CONE-POINTED SETSCREW, 5/8" IINC-1"
120°

CAST IRON RAISING
RING
24 3/16"
12 3/32"
11 1/4"

PROPOSED STREET

SURFACE EXISTING STREET

SURFACE
A A

CAST IRON RAISING RINGS

SECTION A-A
NOTES:

1. MACHINE SEATS FROM CAST IRON RINGS.

2. THE CAST IRON USED SHALL CONFORM TO SSPWC 206-3.

3. THE METAL RAISING RINGS MAY BE USED IN LIEU OF THE REGULAR METHOD OF ADJUSTMENT UTILIZING MORTAR OR BRICK AND MORTAR UNDER THE FOLLOWING CONDITIONS.

A. ONLY ONE ADJUSTMENT WITH RAISING RINGS WILL BE ALLOWED ON ANY MANHOLE.

B. MAXIMUM "D" SHALL BE 3".

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- 1 1
606

MANHOLE RAISING RINGS

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
197

EXISTING SHELF

EXISTING

CHANNEL

EXISTING INLET
D

EXISTING OUTLET

EXISTING BRICK MANHOLE

CHISEL OUT EXISTING CONCRETE
SHELF TO FORM NEW CHANNEL.

SMOOTH CHANNEL SURFACE
WITH 1/2" CEMENT MORTAR
D

EXISTING SHELF

EXISTING CHANNEL

EXISTING OUTLET

EXISTING INLET EXISTING

PRECAST

CONCRETE

MANHOLE

CORE CUT HOLE
DIA=OD+2" MAX
C C
A A
1/8 BEND

STOPPER
INSTALL "D" X 6"

WYE OR TEE
"D" X 1' STUB
6" HOUSE LATERAL
INSTALL "D" X 6"

WYE OR TEE
STOPPER 6" HOUSE

LATERAL
SECURELY FASTEN "D"x1' STUB INTO

CORED HOLE WITH CEMENT MORTAR

EXISTING
BRICK

MANHOLE

EXISTING INLET
"D" X 1' STUB

CORE CUT HOLE OR

BREAK OUT BRICKS

CAREFULLY AND

NEATLY TO FORM

MINIMUM OPENING OF
OD + 2". SECURELY
FASTEN "D"x 1' STUB

INTO HOLE WITH

CEMENT MORTAR

EXISTING OUTLET
1/2" CEMENT MORTAR

EXISTING CONC

SHELF TO REMAIN
D
D
"D" X 1' STUB D

STOPPER
INSTALL "D" X 6"

WYE OR TEE

NEW CHANNEL

EXISTING PRECAST

CONCRETE MANHOLE
"D" X 1'
STUB

CORE CUT HOLE
DIA=OD+2" MAX

EXISTING INLET

SECTIONAL ELEVATION A-A SECTIONAL ELEVATION C-C

SECTIONAL PLAN OF BASE SECTIONAL PLAN OF BASE

SECTIONAL ELEVATION B-B

CHANNEL BASE
B
B
B
B

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- 1 2
607

BREAKING INTO EXISTING MANHOLES

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
198
NOTES:

1. INVERT ELEVATION OF "D" x 1' STUB AT THE INSIDE FACE OF MANHOLE TO BE 0.10' HIGHER THAN EXISTING OUTLET INVERT ELEVATION.

2. THE CORE CUT HOLE SHALL BE MADE WITH EQUIPMENT SPECIALLY DESIGNED TO CUT A SMOOTH HOLE WITHOUT SPALLING OR DAMAGE TO THE REINFORCING STEEL OR STRUCTURE.

3. "D" SHALL BE 8" MINIMUM.

4. CEMENT MORTAR SHALL BE CLASS "D" CONFORMING TO SPPWC 201-5.

HOUSE LATERAL NOTES:

1. WYE SHALL BE LAID WITH 1/8" RISE PER 1' AND 6" SPUR AT 45° FROM HORIZONTAL UNLESS OTHERWISE SHOWN ON THE PLANS.

2. "D" X 4" WYE OR TEE AND 4" HOUSE LATERAL MAY BE SUBSTITUTED FOR "D" x 6" WYE OR TEE AND 6" HOUSE LATERAL.

3. USE TYPE "D" OR "G" JOINTS CONFORMING TO SPPWC 208-2.

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- 2 2
607

BREAKING INTO EXISTING MANHOLES

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
199

RAISE LETTER
3/16" 3"
24" MIN

ACCESS COVER PLAN

SECTION A-A SECTION C-C
13"
1" 1 3/8"
3/8" 10" 3"7/8"

ACCESS FRAME
13 1/2"
14 1/2" 7/8" 11 3/4" 5/8"
11 1/2"
17" 1 1/4" 1 1/2"
SECTION B-B 26" MIN
18"

ACCESS FRAME & COVER
ACCESS CAP 11" DIA x 1/2"
THICK w/ 3/4" FINGER HOLE

CONSTRUCTION JOINT

SEE DETAIL A
SHEET 2
CAP
EIE
45° ELL
8" WYE 12" MIN 18" MAX 2" MIN 4" MIN 4" MIN D PER PLANS 13" MIN
4" MIN 4" APPROX 8" SEWER

SECTION D-D

A A D D
B B
C C
12" CONCRETE

BLOCK REINFORCED
WITH TWO #4 BARS 4" MIN

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- 1 2
608

TERMINAL CLEANOUT STRUCTURE

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
200

MORTAR, TYPE F

PIPE BELL
CAP
1" 1"

DETAIL A
NOTES:

1. VALUES OF DIMENSION D AND ELEVATION E SHALL BE AS SHOWN ON THE PLANS.

2. PIPE AND FITTINGS, UNLESS OTHERWISE NOTED, SHALL BE OF THE SAME MATERIALS AS THE SEWER, UNLESS APPROVED ADAPTORS ARE USED, AND MAY BE ANY OF THE FOLLOWING:

A. VC PIPE
B. PE PIPE
C. PVC PLASTIC PIPE

3. PIPE AND FITTINGS SHALL BE BEDDED AND ENCASED IN CONCRETE AS SHOWN. CONCRETE SHALL BE CLASS 450-C-2000 (265-C-14). JOIN AND ALIGN PIPE AND FITTINGS BEFORE PLACING CONCRETE. MAINTAIN ALIGNMENT WHILE PLACING AND ALLOWING CONCRETE TO SET.

4. THE ACCESS FRAME, COVER AND CAP SHALL BE CAST IRON. FINGER HOLES MAY BE DRILLED OR BLOCKED OUT PRIOR TO CASTING. FINGER HOLES SHALL NOT BE PUNCHED OUT.

5. THE CONTRACTOR MAY PLACE EITHER CIRCULAR OR SQUARE CONCRETE PIPE WALL SUPPORTS.

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- 2 2
608

TERMINAL CLEANOUT STRUCTURE

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
201

AS NEEDED
1/8 OR 1/16 BEND

AS NEEDED
1/8 OR 1/16 BEND
1/8 BEND
6" WYE
TYPE A

PROFILE
10) NOTE (SEE 45°MAX.

TYPE D

PROFILE
BRANCH

TOP OF CURB
TYPE B

PROFILE

TOP OF CURB
BRANCH

ELEVATION F

ELEVATION E
BRANCH

TOP OF CURB

ELEVATION F

TOP OF CURB CHIMNEY HEIGHT H
6" WYE
BRANCH

CIRCULAR
OR

SQUARE DIA OF BELL SPACE IN CONCRETE CONCRETE ENCASEMENT (265-C-14)
CLASS 450-C-2000

ELEVATION E
TYPE C

PROFILE
45° MAX. 10) NOTE (SEE

ELEVATION F
CAP
CAP 16"

ELEVATION F
Y

LENGTH A

LENGTH A
Y
Y

LENGTH A

LENGTH B Y

LENGTH A

LENGTH B

STREET SURFACE

PROPERTY

LINE UNLESS

OTHERWISE
NOTED

CENTER LINE

OF MAIN
SEWER

CAP UNLESS JOINING
EXISTING HC (SEE NOTE 4)

STREET SURFACE

PROPERTY LINE

UNLESS OTHERWISE
NOTED

CENTER LINE

OF MAIN
SEWER

CAP UNLESS JOINING
EXISTING HC (SEE NOTE 4)

STREET SURFACE

PROPERTY

LINE UNLESS

OTHERWISE
NOTED

CENTER LINE

OF MAIN
SEWER

CAP UNLESS

JOINING

EXISTING HC
(SEE NOTE 4)

STREET SURFACE

PROPERTY

LINE UNLESS

OTHERWISE
NOTED

CENTER LINE

OF MAIN
SEWER

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DRAWING
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- 1 2
609

HOUSE CONNECTION SEWER

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
202
NOTES

1. EXCEPT AS OTHERWISE INDICATED ON THE PLANS, ALL HOUSE CONNECTION SEWERS SHALL 1. BE TYPE "A" AND SHALL BE CONSTRUCTED ON STRAIGHT LINES AND GRADES BETWEEN CONTROL POINTS AND ELEVATIONS.

2. DIMENSIONS:

A. Y = 6' (1.85 m)
B. LENGTHS "A" AND "B" - SEE PLANS
C. HEIGHT "H" - SEE PLANS
D. ELEVATIONS "E" AND "F" - SEE PLANS 3.

3. ALL HOUSE CONNECTION SEWER PIPE SHALL BE 150 mm (6") UNLESS OTHERWISE INDICATED AND MAY BE ANY OF THE FOLLOWING:

A. VC PIPE
B. PE PIPE
C. ABS SOLID WALL PIPE
D. ABS COMPOSITE PIPE
E. PVC PLASTIC PIPE

PROVIDED THAT CHANGES FROM ONE TYPE OF MATERIAL OR SIZE TO ANOTHER SHALL BE MADE ONLY BY MEANS OF SUITABLE ADAPTERS APPROVED BY THE ENGINEER.

4. THE UPPER END OF THE HOUSE CONNECTION SHALL BE SEALED BY INSTALLING A CAP AND SEALING THE CAP WITH 1" THICK TYPE "F" MORTAR AROUND THE CIRCUMFERENCE OF THE CAP.

5. EXCEPT AS CONTROLLED BY ELEVATIONS INDICATED ON THE PROJECT PLANS, THE MINIMUM SLOPE FOR ALL PIPE SHALL BE 2% (S=0.02 MINIMUM).

6. THE FIGURE IN A CIRCLE ON THE PLANS ADJACENT TO A HOUSE CONNECTION SEWER STATION

INDICATES THE DEPTH IN FEET BELOW THE EXISTING TOP OF CURB TO WHICH THE INVERT OF THE UPPER END OF THE HOUSE CONNECTION SEWER SHALL BE CONSTRUCTED. IF NO DEPTH IS INDICATED, THE INVERT OF THE UPPER END SHALL BE THE ELEVATION SHOWN ON THE PROFILE.

WHERE NEITHER DEPTH NOR ELEVATION IS INDICATED, THE INVERT SHALL BE 6' BELOW THE TOP OF THE EXISTING CURB.

7. BRANCHES SHALL BE EITHER TEES OR WYES AND SHALL BE ROTATED UPWARD FROM THE HORIZONTAL TO AN ANGLE OF 22-1/2° TO 45° WHEN TEES ARE USED. BENDS ARE NOT REQUIRED BUT MAY BE USED AT THE OPTION OF THE CONTRACTOR. WHEN THE BRANCH ROTATION DOES NOT

CONFORM TO THE SLOPE OF THE HOUSE CONNECTION SEWER, PULLED JOINTS MAY BE USED FOR ADJUSTMENT.

8. THE MAXIMUM DEFLECTION AT EACH JOINT FOR 4" AND 6' VITRIFIED CLAY PIPE HOUSE CONNECTION SEWERS SHALL BE 4°, WHICH IS EQUAL TO A PULL OF 9/16" FOR A 6" PIPE AND 3/8" FOR A 4" PIPE. (PULL IS DEFINED AS THE SEPARATION OF THE ABUTTING PIPE ENDS ON THE CONVEX SIDE OF THE CURVE MEASURED AT THE OUTSIDE PIPE BARREL).

9. CONNECTION OF A BUILDING SEWER SMALLER THAN 6" TO A 6" HOUSE CONNECTION SEWER SHALL BE MADE USING AN APPROVED INCREASER TEE OR AN INCREASER FOLLOWED BY A TEE.

10. ALL HOUSE CONNECTION SEWERS OR PORTIONS THEREOF CONSTRUCTED ON A SLOPE EXCEEDING 45° SHALL BE ANCHORED PER SPPWC 221.

11. HOUSE CONNECTION SEWERS CONSTRUCTED PURSUANT TO A HOUSE CONNECTION PERMIT SHALL CONFORM TO ALL APPLICABLE STATUTES AND ORDINANCES.

12. FOR HOUSE CONNECTION REMODELING, REFER TO SSPWC STANDARD PLAN 223-3.

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---- 2 2
609

HOUSE CONNECTION SEWER

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
203
NOTES:

1. REPLACEMENT SECTION FOR ASPHALT CONCRETE PAVING SHALL BE NOT LESS THAN 4" OF ASPHALT CONCRETE ON NOT LESS THAN 6" OF CLASS 2 AGGREGATE BASE (CALTRANS SPEC.). IF THE EXISTING SECTION EXCEEDS THESE VALUES, MATCH EXISTING THICKNESSES. IF EITHER SAW CUT LINE IS WITHIN 4' OF

THE EDGE OF GUTTER, ALL PAVEMENT BETWEEN THE EDGE OF GUTTER AND THE FARTHER SAW CUT LINE SHALL BE REMOVED AND REPLACED.

2. BACKFILL UNDER EXISTING OR PROPOSED PAVING, INCLUDING SIDEWALKS, SHALL BE CEMENT SLURRY CLASS 100-E-100 (1 SACK/CUBIC YARD). IN OTHER LOCATIONS, BACKFILL SHALL BE PER SECTION 306-1.3.1 WITH MAXIMUM SIZE OF ROCKS BEING 2-1/2" IN ANY DIMENSION.

3. BEDDING MATERIAL SHALL BE COMPOSED OF SAND CONFORMING TO SUBSECTION 200-1.2 WITH 1/2" MAXIMUM GRADATION. BEDDING SHALL BE COMPACTED TO NOT LESS THAN 90% RELATIVE DENSITY. IF NATIVE

MATERIAL IS SAND, GRAVEL OR SANDY-GRAVEL, AND IF APPROVED BY THE ENGINEER, BEDDING NEED NOT EXTEND BELOW THE PIPE.

4. IF THE FOUNDATION IS FOUND TO BE EXPANSIVE OR ORGANIC MATERIAL, SAID MATERIAL SHALL BE REMOVED UNTIL SUITABLE MATERIAL IS FOUND. THE REMOVED MATERIAL SHALL BE REPLACED WITH MATERIAL MEETING THE REQUIREMENTS FOR BACKFILL.

EXISTING BASE

TRENCH WIDTH
PIPE O.D. +16"

BACKFILL
JOIN EXISTING A. C. PVMT.

WITH SMOOTH BUTT JOINT
(NO FEATHERING) SANITARY SEWER COVER DEPTH AS SHOWN ON THE PLANS 6"-12" INITIAL BACKFILL BEDDING ZONE FOUNDATION PER SEC. 306-1.2.1 & .13
(SEE NOTES)
THICKNESS = (E)AC +1" · 5" MIN THK
· 8" THK MIN @ ALAMO

PINTADO ALISAL RD

INITIAL SAW CUT
TRENCH WIDTH + 2' MIN
CLASS 2 AGGREGATE BASE

FINAL SAW CUT
EXISTING A.C. PVMT.
1' MIN 1' MIN
1 2
3 4

ASPHALT CONCRETE

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610

SANITARY SEWER TRENCH

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
204
PIPE
A
A
B
B

SURFACE OVER PIPE

PIPE BEDDING

SECTION B-B
SECTION A-A 12" MIN 12" MIN
12" MIN

UNDISTURBED EARTH
8" MIN4"
4"
4" 4"
4"
4 - #4 BARS
4"
8" MIN

FOR SLOPING TRENCH WALL FOR VERTICAL TRENCH WALL

TRENCH WIDTH

OPTIONAL CONST JOINT
L
L
Z
PIPE

ANCHORS
Y
I

SURFACE OVER PIPE

ANCHORS
PIPE
SLOPE (%)
Y:1(100)
100
67 50
40 33
L

DISTANCE
(MAX)
Z

DISTANCE
(MAX)
12'
14'
16'
18'
20'
4'
8'
12'
18'
20'

TABLE A

ELEVATION

PIPE ANCHORS
NOTES:

1. ANCHORS SHALL BE CLASS 450-C-2000 (265-C-14) CONCRETE.

2. FOR CLAY PIPE, ANCHORS SHALL NOT BE PLACED WITHIN 6" OF THE PIPE JOINT.

3. TRENCH SHALL BE BACKFILL PER NOTE 4 ON SHEET 2.

4. SPACING OF ANCHORS FOR PIPE SLOPES BETWEEN VALUES SHOWN IN TABLE "A" MAY BE PROPORTIONED.

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- 1 2
611

PIPE ANCHORS AND

BACKFILL STABILIZERS

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
205
C
C
GROUND
SLOPE X:1
1:1

TABLE B

Y (MAX)
5'
1 1/2:1
2:1
2 1/2:1
3:1
9'
12'
16'
20'

TABLE B

STABILIZERS
℄
TRENCH
PIPE
2 REDWOOD
BOARDS
4"X4" REDWOOD POST
OR 2" GALV PIPE

TRENCH WALL

EMBED IN ANCHOR OR

PRE-EMBEDDED SLEEVE

CONCRETE ANCHOR
PIPE
ALTERNATE 1
ALTERNATE 2

ELEVATION

BACKFILL STABILIZERS

SECTION C-C

BACKFILL

STABILIZERS
PIPE

GROUND LINE
1 X
Y
Y
NOTES:

1. REDWOOD BOARDS SHALL BE 2" x 12" WHERE DEPTH OF COVER OVER PIPE PERMITS, OTHERWISE USE 2" x 10".

2. REDWOOD BOARDS SHALL BE PLACED ON THE HIGH GROUND SIDE OF THE POSTS. EACH REDWOOD BOARD SHALL BE FASTENED BY USING 2-16d NAILS TO EACH REDWOOD POST OR A 3/8" BOLT AND NUT WITH WASHERS TO EACH GALVANIZED PIPE. ALL HARDWARE SHALL BE GALVANIZED.

3. TRENCH BACKFILL SHALL BE CONSOLIDATED BY MECHANICAL COMPACTION. IN LIEU OF MECHANICALLY COMPACTION, SOIL CEMENT MAY BE USED; HOWEVER, THE TOP 12" OF BACKFILL SHALL BE NATIVE SOIL, MECHANICALLY COMPACTED.

4. SPACING OF STABILIZERS FOR GROUND SLOPES BETWEEN VALUES SHOWN IN TABLE "B" MAY BE PROPORTIONED.

5. THE CONTRACTOR MAY, AT ITS OPTION, SUBSTITUTE DOUGLAS FIR FOR THE REDWOOD PROVIDED IT HAS BEEN TREATED WITH PRESERVATIVES.

FOR SLOPING TRENCH WALL FOR VERTICAL

TRENCH WALL
6"
12" MIN 4'
12" MIN 6"

FOR SLOPING TRENCH WALL FOR VERTICAL
TRENCH WALL 12" MIN 12" MIN
12" MIN
O.D. 2 +6"

DO NOT SCALE

DRAWING
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- 2 2
611

PIPE ANCHORS AND

BACKFILL STABILIZERS

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
206
NOTES:

1. INFLOW INTO TANK SHALL BE SO CONSTRUCTED THAT NO DISCHARGE WILL BE MADE ABOVE THE WATER SURFACE ELEVATION.

2. DISCHARGE LINE AND TANK SHALL BE VENTED.

3. TANK SHALL BE DESIGNED WITH TWO BARRIER WALLS. FLOW TO BE UNDER THE FIRST AND OVER THE SECOND BARRIER. FIRST BARRIER SHALL EXTEND DOWN TO A MINIMUM OF 2/3 OF THE WATER DEPTH. SECOND BARRIER SHALL

BE SMOOTH AND FLAT ACROSS THE TOP AND IT'S ELEVATION SHALL PROVIDE FOR THE MAJOR PORTION OF THE TANK'S WATER SURFACE ELEVATION TO BE FOUR (4) INCHES ABOVE THE WATER SURFACE ELEVATION, OVER THE DISCHARGE POINT INTO MAIN SEWER SYSTEM.

4. CONSTRUCTION MATERIAL SHALL BE OF PORTLAND CEMENT CONCRETE, STAINLESS STEEL, HEAVY GAGE STEEL WITH A PERMANENT BITUMINOUS COATING, OR ALUMINUM. THE STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED AS A PERMANENT INSTALLATION AND FOR NOT LESS THAN THE SAME LIFE AS THE CONNECTED BUILDING. THE STRUCTURE SHALL BE CAPABLE OF SUPPORTING (H-20) VEHICLE LOADS WHEN PLACED IN ANY VEHICLE ACCESS POINT.

5. EACH CELL OF TANK SHALL HAVE AN EXTERIOR ACCESS FOR EASY INSPECTION, MAINTENANCE, AND CLEANING.

ACCESS OPENING SHALL BE A MINIMUM OF 24" DIAMETER OR 20" SQUARE. THE STRUCTURE SHALL BE OF WATER-TIGHT CONSTRUCTION AND LIMIT THE ENTRANCE OF DRAINAGE AND GROUND WATER.

ACCESS OPENINGS
24"Ø OR 20" SQUARE
WATER

SURFACE

VENT VENT
VENT
FLOW
D 2/3 D 4" 14" MIN 14" MIN 14" MIN

TIE TO BUILDING VENT
2"Ø MIN

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- 1 1
612

GREASE TRAP

CITY OF SOLVANG - STANDARD DETAILS

APPROVED BY PUBLIC
WORKS DIRECTOR:

MATT VAN DER LINDEN, PE
207

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DRAWING
DATE:REVISED:

DRAWING NUMBER
05-28-2014
X-X-2014
CHECKED BY:MK

CITY OF SOLVANG

SEWER MAIN REPLACEMENT DETAILS
SR-1

SPOT REPAIR
208

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DATE:REVISED:

DRAWING NUMBER
05-28-2014
X-X-2014
CHECKED BY:

CITY OF SOLVANG

SEWER MAIN REPLACEMENT DETAILS
SR-2 CURED IN PLACE PIPE (CIPP)
209

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DRAWING
DATE:REVISED:

DRAWING NUMBER
05-28-2014
X-X-2014
CHECKED BY:

CITY OF SOLVANG

SEWER MAIN REPLACEMENT DETAILS
SR-3

OPEN CUT
210

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DATE:REVISED:

DRAWING NUMBER
05-28-2014
X-X-2014
CHECKED BY:

CITY OF SOLVANG

SEWER MAIN REPLACEMENT DETAILS
SR-4
1 OF 2

PIPE BURSTING
211

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DATE:REVISED:

DRAWING NUMBER
05-28-2014
X-X-2014
CHECKED BY:

CITY OF SOLVANG

SEWER MAIN REPLACEMENT DETAILS
SR-4

PIPE BURSTING
2 OF 2 212

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REVISED:

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CITY OF SOLVANG - MANHOLE REHAB DETAILS 01-4-2013
X-X-2013
CHECKED BY:

INSTALLATION OF LINER IN

EXISTING MANHOLE
213

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REVISED:

DRAWING NUMBER
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CITY OF SOLVANG - MANHOLE REHAB DETAILS 01-4-2013
X-X-2013
CHECK BY:

RAISE MANHOLE - UNPAVED AREAS
214

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DATE:

REVISED:

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3 3 OF 5
CITY OF SOLVANG - MANHOLE REHAB DETAILS 01-4-2013
X-X-2013
CHECK BY:

RAISE MANHOLE - ROADWAY AREAS
215

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DATE:

REVISED:

DRAWING NUMBER
4 4 OF 5
CITY OF SOLVANG - MANHOLE REHAB DETAILS 01-4-2013
X-X-2013
CHECK BY:

RAISE CLEANOUT
216

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REVISED:

DRAWING NUMBER
5 5 OF 5
CITY OF SOLVANG - MANHOLE REHAB DETAILS 01-4-2013
X-X-2013
CHECK BY:

MK
REPLACE MANHOLE #191
P.I. EQ. 60+14 BK.
60+18 AH.

P.I. 59+68 MH 191
MH 190A 1
49 RT.
11 RT.
3 2
4 CONSTRUCTION NOTES:

INSTALL NEW 48" DIA. MANHOLE PER CITY OF SOLVANG STANDARD DETAIL 602. BACKFILL AROUND NEW MANHOLE SHALL BE A 2-SACK SLURRY UP TO 3 FEET BELOW RIM.

INSTALL NEW 8" PVC SEWER MAIN IN OPEN TRENCH PER CITY OF SOLVANG STANDARD DETAIL 607.

REMOVE EXISTING EUCALYPTUS TREES, STUMPS AND INTERFERING ROOTS AS NECESSARY FOR SEWER MAIN INSTALLATION.

REMOVE MANHOLE COVER, CONE SECTION, AND ANY INTERFERING

PORTIONS OF EXISTING SEWER LINES, AND PLUG AND ABANDON
REMAINING MANHOLE AND PIPE IN PLACE.
4 3
2 1
1 1. EXACT LOCATIONS OF MANHOLES SHALL BE DETERMINED BY CITY AT THE TIME OF INSTALLATION (MH STATIONING MAY VARY)

2. REMOVAL OF BRUSH, TREES AND SHRUBS SHALL BE PERFORMED PRIOR TO INSTALLATION

3. INSTALLATION SHALL ADHERE TO THE REQUIREMENTS OF THE CITY OF SOLVANG STD DETAIL 601

4. BACKFILL SHALL SHALL BE WITH NATIVE MATERIAL, AND SHALL BE COMPACTED TO AT LEAST 90%

5. BYPASS PUMPING PLAN SHALL BE SUBMITTED TO THE CITY, REVIEWED, AND APPROVED PRIOR TO

INSTALLATION
GENERAL NOTES:
1 P.I. 59+68MH 190A
P.I. EQ. 60+14 BK.60+18 AH.MH 191
2 S=0.0036
EL 420.40
EL 420.50
4 1
352'
333' 46'
8" PVC
EL 420.15
EL 420.25
217
Spill Emergency Response Plan
Rev. 4
City of Solvang
Sewer System Management Plan
6-1
SECTION 6. Spill EMERGENCY RESPONSE PLAN

6.1 Introduction
This section of the SSMP is intended to provide an overview of the City’s sewer system Spill Emergency Response Plan. This Spill Emergency Response Plan has been developed pursuant to State Water Resources Control Board guidelines requiring all public wastewater collection system agencies in California be regulated under General Waste Discharge Requirements. The City’s sanitary sewer Spill response procedures provide a standardized course of action for Wastewater Collection and Environmental Programs staff to follow in the event of an SSO.

The City SSO response and reporting requirements have been revised to adhere to the December 6, 2022 Statewide General Waste Discharge Requirements for Sanitary Sewer System (SSS WDRs).

6.2 Regulatory Requirements for the Spill Emergency Response Plan Section
The requirements for the Operations and Maintenance Program section of the SSMP are:

GWDR (Element 6 - Spill Emergency Response Plan) Requirement:

The GWDR requirements for the Spill Emergency Response Plan are the following:

The Plan must include an up to date Spill Emergency Response Plan to ensure prompt detection and response to spills to reduce spill volumes and collect information for prevention of future spills. The Spill Emergency Response Plan must include procedures to:
• Notify primary responders, appropriate local officials, and appropriate regulatory agencies of a spill in a timely manner;
• Notify other potentially affected entities (for example, health agencies, water suppliers, etc.) of spills that potentially affect public health or reach waters of the State; • Comply with the notification, monitoring and reporting requirements of this General Order, State law and regulations, and applicable Regional Water Board Orders; • Ensure that appropriate staff and contractors implement the Spill Emergency Response Plan and are appropriately trained;
• Address emergency system operations, traffic control and other necessary response activities;
• Contain a spill and prevent/minimize discharge to waters of the State or any drainage conveyance system;
• Minimize and remediate public health impacts and adverse impacts on beneficial uses of waters of the State;
• Remove sewage from the drainage conveyance system;
• Clean the spill area and drainage conveyance system in a manner that does not inadvertently impact beneficial uses in the receiving waters; • Implement technologies, practices, equipment, and interagency coordination to expedite spill containment and recovery;
• Implement pre-planned coordination and collaboration with storm drain agencies and 218
Spill Emergency Response Plan
Rev. 4
City of Solvang
Sewer System Management Plan
6-2
other utility agencies/departments prior, during, and after a spill event; • Conduct post-spill assessments of spill response activities; Document and report spill events as required in this General Order; and • Annually, review and assess effectiveness of the Spill Emergency Response Plan, and update the Plan as needed.

6.3 SSO Notification Procedure
The Requirement: Notify primary responders, appropriate local officials, and appropriate regulatory agencies of a spill in a timely manner;
Notify other potentially affected entities (for example, health agencies, water suppliers, etc.) of spills that potentially affect public health or reach waters of the State; Comply with the notification, monitoring and reporting requirements of this General Order, State law and regulations, and applicable Regional Water Board Order.

Section 2.3.2 of this SSMP introduces the process and individuals responsible for reporting and notification of a sanitary sewer overflow. Table 2-1 provides contacts and phone numbers for City Staff who need to be notified of SSO’s. Figure 2-2 depicts the chain of communication for responding to SSO’s.

Any type of wastewater infrastructure failure or overflow triggers an immediate response by the Wastewater Division to isolate and correct the problem. Once a call is received the appropriate Wastewater Collection staff member(s) are notified.

For any SSO, the ON CALL Operator immediately notifies the Wastewater Supervisor. In the absence of the Wastewater Supervisor (after hours), Operators are responsible to respond as required for collection system and wastewater treatment plant emergencies. A situation may occur where an Operator will need specialized equipment, physical assistance, and (or) technical advice. If needed, Operators may call in water system operators, other employees, and/or contractors for assistance during an emergency. Operators are instructed to contact the Wastewater Supervisor in case of any emergency. If the Supervisor cannot be reached, operators are instructed to contact the Utility Director. If the Utility Director is not available, contact the City Manager. The Lead Operator is acting supervisor when the WWTP Supervisor is not present.

For any Category 1 SSO greater than or equal to 1,000 gallons that results in a discharge to a surface water or spilled in a location where it probably will be discharged to surface water, either directly or by way of a drainage channel or MS4, the Wastewater Supervisor shall, as soon as possible, but not later than two hours after (A) the enrollee has knowledge of the discharge, (B) notification is possible, and (C) notification can be provided without substantially impeding cleanup or other emergency measures, notify the California Office of Emergency Services (Cal EOS), (800) 852-7550 and obtain a notification control number. If the Wastewater Supervisor is not available, then staff is directed to call Cal OES.

Solvang City CouncilAugust 10, 2026

Solvang City Council
August 10, 2026