Gustine City Council
March 7, 2023

TITLE 1 - GENERAL PROVISIONS
Chapter 1 - CODE ESTABLISHED; PENALTIES
(4) Authorizing or approving any contract, deed, or agreement. (5) Making or approving any appropriation or budget.
(6) Granting any right or franchise.
(7) Providing for salaries or other employee benefits not codified in this Code. (8) Levying, imposing or otherwise relating to taxes not codified in this Code. (9) Adopting or amending the comprehensive plan.
(10) Amending the zoning map or zoning atlas, or rezoning specific property. (11) Dedicating, accepting or vacating any plat or subdivision. (12) Dedicating, establishing naming, establishing, locating, relocating, opening, paving, widening, repairing or vacating any street.
(13) Establishing the grade or any street or sidewalk.
(14) Levying or imposing any special assessment.
(15) Providing traffic or parking regulations for specific locations. (16) That is temporary, although general in effect.
(17) That is special, although permanent in effect.
(18) The purpose of which has been accomplished.
(Code 1966, § 1-1.09)
Sec. 1-1-5.- Amendments to Code; effect of new ordinances; amendatory language. (a) All ordinances adopted subsequent to this Code that amend, repeal or in any way affect this Code may be numbered in accordance with the numbering system of the Code and printed for inclusion in the Code. (b) Amendments to provisions of this Code may be made with the following language: "Section (title, chapter, article, division or subdivision, as appropriate) of the Gustine, California Municipal Code is hereby amended to read as follows:."
(c) If a new section, subdivision, division, article or chapter is to be added to the Code, the following language may be used: "Section (title, chapter, article, division or subdivision, as appropriate) of the Gustine, California Municipal Code is hereby created to read as follows: "
(d) All provisions desired to be repealed should be repealed specially by section, subdivision, division, article, chapter or title number, as appropriate, or by setting out the repealed provisions in full in the repealing ordinance.

Gustine, California, Code of Ordinances

TITLE 1 - GENERAL PROVISIONS
Chapter 1 - CODE ESTABLISHED; PENALTIES
Sec. 1-1-6.- Supplementation of Code.
(a) Supplements to this Code shall be prepared and printed whenever authorized or directed by the city. A supplement to this Code shall include all substantive permanent and general parts of ordinances adopted during the period covered by the supplement and all changes made thereby in the Code. The pages of the supplement shall be so numbered that they will fit properly into the Code and will, where necessary, replace pages that have become obsolete or partially obsolete. The new pages shall be so prepared that when they have been inserted, the Code will be current through the date of the adoption of the latest ordinance included in the supplement. (b) In preparing a supplement to this Code, all portions of the Code that have been repealed shall be included from the Code by the omission thereof from reprinted pages. (c) When preparing a supplement to this Code, the person authorized to prepare the supplement may make formal, nonsubstantive changes in ordinances and parts or ordinances included in the supplement, insofar as necessary to do so in order to embody them into a unified code. For example, the person may:
(1) Arrange the material into appropriate organizational units. (2) Supply appropriate catchlines, headings and titles for chapters, articles, divisions, subdivisions and sections to be included in the Code and make changes in any such catchlines, headings and titles or in any such catchlines, headings and titles already in the Code. (3) Assign appropriate numbers to chapters, articles, divisions, subdivisions and sections to be added to the code.
(4) Where necessary to accommodate new material, change existing numbers assigned to titles, chapters, articles, divisions or sections.

Change the words "this ordinance" or similar words to "this chapter," "this article," "this division," "this section" or "sections (inserting section numbers to indicate the sections of the Code that embody the substantive sections of the ordinance incorporated in the Code). (6) Make other nonsubstantive changes necessary to preserve the original meaning of the ordinances inserted in the Code.

Sec. 1-1-7.- General penalty; continuing violations.
(a) In this section "violation of this Code" means any of the following:
(1) Doing an act that is prohibited or made or declared unlawful, an offense, a violation, an infraction or a misdemeanor by ordinance or by rule or regulation authorized by ordinance. (2) Failure to perform an act that is required to be performed by ordinance or by rule or regulation authorized by ordinance.
(3) Failure to perform an act if the failure is prohibited or is made or declared unlawful, an offense, a violation, an infraction, or a misdemeanor by ordinance or by rule or regulation authorized by ordinance. (b) In this section "violation of this Code" does not include the failure of a city officer or city employee to perform an official duty unless it is specifically provided that the failure to perform the duty is to be punished as Gustine, California, Code of Ordinances

TITLE 1 - GENERAL PROVISIONS
Chapter 1 - CODE ESTABLISHED; PENALTIES
provided in this section.
(c) Except as otherwise provided by law or ordinance, a person convicted of a violation of this Code that is not an infraction shall be punished by a fine of not more than $1,000.00, imprisonment in the city or county jail for not more than six months, or both such fine and imprisonment. (d) A violation of this Code is an infraction only if so stated. A person convicted of a violation of this Code that is an infraction shall be punished by:
(1) A fine not exceeding $100.00 for a first violation; (2) A fine not exceeding $200.00 for a second violation of the same provision within one year; (3) A fine not exceeding $500.00 for each additional violation of the same provision within one year. (e) Except as otherwise provided by law or ordinance:
(1) With respect to violations of this Code that are continuous with respect to time, each day that the violation continues is a separate offense.
(2) With respect to violations of this Code that are not continuous with respect to time, each act constitutes a separate offense.
(f) The imposition of a penalty does not prevent suspension or revocation of a license, permit or franchise or other administrative sanctions.
(g) Violations of this Code that are continuous with respect to time are a public nuisance and may be abated by injunctive or other equitable relief. The imposition of a penalty does not prevent injunctive relief. (Code 1966, 99 1-2.01-1-2.05)
State law reference— Penalties for ordinance violations, Government Code § 36900 et seq.

Gustine, California, Code of Ordinances

TITLE 2 - ADMINISTRATION
Chapter 7 - ADMINISTRATIVE CODE ENFORCEMENT
ARTICLE 1. - IN GENERAL
ARTICLE 1. - IN GENERAL
Sec. 2-7-1. - Declaration of purpose.

Sec. 2-7-2. - Authority.

Sec. 2-7-3. - Code enforcement fund established.

Sec. 2-7-4. - Civil violations, injunctions, and civil penalties.

Secs. 2-7-5, 2-7-6. - Reserved.

Sec. 2-7-1.- Declaration of purpose.
(a) The city council finds that the enforcement of this code and applicable state codes throughout the city is an important public service. Code enforcement is vital to the protection of the public's health, safety, and quality of life. The council recognizes that enforcement starts with the drafting of precise regulations that can be effectively applied in administrative enforcement hearings and judicial proceedings. The council further finds that a comprehensive code enforcement system that uses a combination of administrative and judicial remedies is critical to gain compliance with code regulations. Failure to comply with enforcement actions may ultimately require the city attorney to file litigious action to gain compliance. (b) The city council finds there is a need for an alternative method of enforcement for minor violations of this code and applicable state codes. The council further finds that an administrative citation program is an appropriate alternative method of enforcement for such minor violations. (c) The procedures established in this chapter shall be in addition to criminal, civil, or any other legal remedy established by law which may be pursued to address violations of this code or applicable state codes. (d) The administrative citations process set forth in this title does not apply to continuing violations of this Code that pertain to building, plumbing, electrical, or other similar structural or zoning issues. (Ord. No. 438, 7-1-2008)
Sec. 2-7-2.- Authority.

Any person violating any provision of this Code, or applicable state code, wherein such violation consists of an action or failure to act which if sustained may result in the assessment of a fine, may be issued an administrative citation by the enforcement official as provided in this chapter. (1) The enforcement official shall have the authority and powers necessary to gain compliance with the provisions of this code and applicable state codes. These powers include the power to issue notices of violation and administrative citations, inspect public and private property (when such private property owner or manager has been served notice of being out of compliance), and use whatever judicial and administrative remedies as may be available under this code or applicable state codes. (2) The enforcement official is authorized to enter upon any property or premise to ascertain whether or not the provisions of this code or applicable state codes are being obeyed, and to make any examinations and surveys necessary to the performance of their enforcement duties. These may include the taking of photographs, or collection of samples, or other physical evidence, or the recording of interviews. All such takings, examinations, inspections, gatherings, or surveys shall be done in a reasonable manner. Should a Gustine, California, Code of Ordinances

TITLE 2 - ADMINISTRATION
Chapter 7 - ADMINISTRATIVE CODE ENFORCEMENT
ARTICLE 1. - IN GENERAL
respondent refuse permission to enter to inspect, the enforcement official may seek an administrative inspection warrant pursuant to the procedures provided for in California Code of Civil Procedures (CCCP) §§ 1822.50—1822.59.
(3) Each and every day a minor violation of this code or applicable state code exists constitutes a separate and distinct offense.
(4) A civil penalty shall be assessed by means of administrative citation issued by the enforcement official and shall be payable directly to the city, and shall be deposited to the code enforcement fund established pursuant to section 2-7-3.
(5) Such civil penalty as is assessed in accordance with subsection (2) shall be collected in accordance with the procedures specified in this chapter.
(Ord. No. 438, 7-1-2008)
Sec. 2-7-3.- Code enforcement fund established.

All fees, costs, reimbursements, or monies received pursuant to the provisions of this title shall be placed in a special fund which is created and established for such purposes and which shall be known as the 'code enforcement fund.' Sums collected under this title shall be appropriated and allocated as determined by the city manager for the specific purpose of reimbursement of costs incurred and for continued code enforcement activities first, and may be applied as directed to the city general fund thereafter. (Ord. No. 438, 7-1-2008)
Sec. 2-7-4.- Civil violations, injunctions, and civil penalties.

In addition to any other remedy provided by this code, any provision of this code may be enforced by an injunction issued by the superior court upon a suit brought by the city. As part of a civil action filed to enforce provisions of this code, a court may assess a maximum civil penalty of five hundred dollars per violation of this code for each day during which any person commits, continues to commit, allows, or maintains a violation of any provision of this code.
(Ord. No. 438, 7-1-2008)
Secs. 2-7-5, 2-7-6.- Reserved.

Gustine, California, Code of Ordinances

TITLE 2 - ADMINISTRATION
Chapter 7 - ADMINISTRATIVE CODE ENFORCEMENT
ARTICLE 2. - ADMINISTRATIVE CITATIONS
ARTICLE 2. - ADMINISTRATIVE CITATIONS
Sec. 2-1-7. - Purpose and intent.

Sec. 2-7-8. - Definitions.

Sec. 2-7-9. - Administrative citation specifications.

Sec. 2-7-10. - Manner of service.

Sec. 2-7-7.- Purpose and intent.

This article establishes an enforcement mechanism for all violations of the City Code and appropriate state codes.
(Ord. No. 438, 7-1-2008)
Sec. 2-7-8.- Definitions.

Administrative citation means an official notification, on an appropriate form as established by this article, of violation of any provision of the City Code or appropriately enforced state code. Said citations shall require correction of the violation and impose fines upon the responsible party.

Enforcement official, for purposes of this title, the enforcement official shall be defined as the chief of police, or his/her duly appointed and sanctioned representative.

Responsible party means any person who exercises legal and/or physical control over a property or business premises within the city and/or has the ability to correct City Code or applicable state code violations. (Ord. No. 438, 7-1-2008)
Sec. 2-7-9.- Administrative citation specifications.

Fines for violations of the City Code or appropriate state code will be assessed through an administrative citation, issued by the enforcement official. The citation form shall be in a format approved by the city manager, and shall provide as a minimum:
(1) A header block, declaring the citation to be a city administrative citation. (2) Each citation shall be individually numbered, and no number shall be duplicated on another citation. (3) Each citation shall have an information block, providing for the following information to be entered upon issuance as appropriate:
a. Day, date, and time of issuance.
b. Report number.

C. Location.
d. Name, D.O.B., ID#.

Gustine, California, Code of Ordinances

TITLE 2 - ADMINISTRATION
Chapter 7 - ADMINISTRATIVE CODE ENFORCEMENT
ARTICLE 2. - ADMINISTRATIVE CITATIONS
e. Height, weight, hair, eye, ethnicity/sex.
f. Address, phone.
g. Vehicle license #, year model, month/year of reg., make, color, style. (8) Issuing officer's name and ID number.
(4) A violations block, designating which codes is being cited by code number, violation description, and fine amount. As pre-approved by the chief of police, a percentage of the codes enforced may be pre-designated on the citation, their application to an individual circumstance being indicated by a check box. The violations block shall also include adequate space to enter several non-predesignated violations, (5) A fine summary block, in which the fines indicated in the violations block are totaled as to amount. (6) A payment block, designating where fines shall be paid, within what time period, and what additional penalties may be assessed for failure to meet time constraints. This block shall also include notice as to the appeal process, and shall designate not only the process by which to initiate an appeal, but time limitations therewith as follows, said statement being presented in all caps and boldface type, to wit, "NOTICE!

FAILURE TO REQUEST AN APPEAL WITHIN TEN DAYS OF ISSUANCE OF THIS CITATION WILL BE CONSIDERED A WIAVER OF YOUR RIGHT TO APPEAL."
(7) A service block, indicating by check box if the citation was posted at the scene, personally served, or mailed. Notices that are designated as 'served' shall be deemed to have been served by issuing officer. (8) Citations shall be published as three-part carbon forms, with the top two forms being forwarded upon completion to the chief of police for enforcement administration, and the bottom copy to be served to the offender in a manner prescribed in this title.
(Ord. No. 438, 7-1-2008)
Sec. 2-7-10.- Manner of service.

Citations shall be issued in the following order of preference:
(1) Personal service. The enforcement official personally serves administrative citation on the offending party. When such service occurs, receipt by the individual served is not required, and failure to acknowledge receipt is not a defense, nor will it mitigate penalties assessed (2) Posting on unattended vehicle. When such vehicle is obviously being operated, posting in a conspicuous place (such as under a windshield wiper) shall be considered as service having been affected. (3) Service by mail. When citation is to be issued to the owner of a business or private property where an alleged violation occurred, but the owner is not present, notice may be sent by certified mail to the business address or tax role address respectively. Such posting by certified mail shall be deemed to have been effected service for purposes of this title.
(4) Posting in a conspicuous place. When a property owner is not available, and a verifiable mailing address is not attainable or certified mail has been returned as non-deliverable, posting the citation in a Gustine, California, Code of Ordinances

TITLE 2 - ADMINISTRATION
Chapter 7 - ADMINISTRATIVE CODE ENFORCEMENT
ARTICLE 2. - ADMINISTRATIVE CITATIONS
conspicuous place relative to the alleged offense is acceptable. In such cases, a report specifying attempts to contact the responsible party shall be generated, and forwarded with the citation for processing. (Ord. No. 438, 7-1-2008)
Gustine, California, Code of Ordinances

TITLE 2 - ADMINISTRATION
Chapter 7 - ADMINISTRATIVE CODE ENFORCEMENT
ARTICLE 3. - APPEAL HEARING PROCEDURE
ARTICLE 3. - APPEAL HEARING PROCEDURE
Sec. 2-7-11. - Process of appeal.

Sec. 2-7-12. - Appeals form.

Sec. 2-7-13. - Hardship waiver.

Sec. 2-7-14. - Hearing process.

Sec. 2-7-15. - Right to judicial review.

Secs. 2-7-16, 2-7-17. - Reserved.

Sec. 2-7-11.- Process of appeal.

Any recipient of an administrative citation shall the have the right to challenge the validity of the citation by requesting an appeal.
(1) Appeals shall be made within ten calendar days of the issuance of a citation. If the deadline for filing the appeal falls on a weekend or city holiday, the deadline shall be extended through the next business day. Counted days for appeal shall be considered to have passed for purposes of filing at 5:00 p.m. daily. (2) Appeals must be made in writing on a form provided by the city specifying the basis for the appeal in detail. Details of the form referred-to in this section shall be specified in section 2-7-12. Upon accepting of an appeal request, a photocopy of the appeal form will be immediately returned to the appellant. (3) Appeal requests must be accompanied by a posting in cash, or by certified check or money order, the full amount of any fines and administrative fees potentially to be levied as a result of the issuance of the citation, or a hardship waiver as defined in section 2-7-13 in the alternative. (4) Failure to file for an appeal request within the allotted time will be deemed a forfeiture of appeal rights.
(5) In the event of exigent circumstance, an appellant who fails to meet timeliness requirements may request, and the city manager may grant, an appeal filing extension beyond the normal ten-day limitation.

Such requests must be made in writing to the city manager directly, with the justification for requiring a longer than the ten day appeal period specified. Under such circumstances, the appellant will be notified in writing within ten days of a finding of additional time for appeal granted, with a new filing date, or additional time for appeal denied. No explanation of reasoning used in granting or denying the request for appeal extension need be provided by the city manager, and the determination of the city manager is final. (6) Once an appeal request has been accepted, the city shall notify the appellant of the date, time, and location of the appeal hearing within 30 days. Such notification shall be made in a manner as to allow appellant ten days notice prior to the hearing.
(7) The city planning commission shall act as the appeals board. (8) The failure of any person with an interest in sustaining the appeal to receive a properly addressed notice of hearing shall not affect the validity of any proceedings under this chapter. (9) Should a person with an interest in sustaining the appeal fail to be present for the appeal hearing for any reason, such hearing shall be conducted in absentia, and the findings of the hearing panel shall obtain.

Gustine, California, Code of Ordinances

TITLE 2- ADMINISTRATION
Chapter 7 - ADMINISTRATIVE CODE ENFORCEMENT
ARTICLE 3. - APPEAL HEARING PROCEDURE
(10) Failure to file an appeal in accordance with the provisions of this section shall constitute an waiver of rights to contest the accompanying administrative citation and the imposition of the fine. (Ord. No. 438, 7-1-2008)
Sec. 2-7-12.- Appeals form.

On appeal of an administrative citation, assuming appeal is being filed within approved time constraints, the city shall provide an appeals form, which form shall contain the following information:
(1) A heading block, designating said form as an administrative citation appeals form. The heading block shall identify the form as originating from the city and shall provide the city's contact address, phone number, and fax number.
(2) An appellant identifier block which shall include space for the appellant's name, address, phone number, citation number, and date of citation issue.
(3) A "basis for appeal" block, which shall provide room to list each charge being appealed, as well as a detailed explanation of the basis for the appeal. A notation should be made that additional explanation may be attached on a separate sheet if necessary.
(4) A deposit acknowledgement block designated as "For city personnel only", stating that one of two conditions has been met; either a deposit for the full amount of potential fines and fees in cash, certified check, or money order has been accepted and receipted by the city, or a hardship waiver as defined in section 2-7-13 is attached.
(Ord. No. 438, 7-1-2008)
Sec. 2-7-13.- Hardship waiver.

Any recipient of an administrative citation who requests an appeal hearing and is financially incapable of filing the required deposit may file a request with the city manager for a hardship waiver of the advance deposit requirement.
(1) Requests for hardship waivers shall be filed with the request for appeal hearing, and shall be accompanied by a sworn affidavit, together with any supporting documents or materials demonstrating to the satisfaction of the city manager of the person's actual inability to file the required deposit. (2) The city manager shall either grant or deny the request for a waiver within ten calendar days of receipt of such request. Such determination shall be annotated on the waiver request by the city manager as either granted or denied, and returned to the appellant. No explanation of the basis for determination shall be required. The decision of the city manager is final.

If the request for hardship waiver is denied, all required fines and fees shall be deposited within ten days of the date of denial, or 30 days from the date of the issuance of the administrative citation, whichever is later.
(4) If the request for hardship waiver is granted, but the administrative citation is upheld by the planning commission, the fine and all fees must be paid within ten calendar days of completion of the hearing, or additional fines and administrative collection fees may attach.

Gustine, California, Code of Ordinances

TITLE 2 - ADMINISTRATION
Chapter 7 - ADMINISTRATIVE CODE ENFORCEMENT
ARTICLE 3. - APPEAL HEARING PROCEDURE
(Ord. No. 438, 7-1-2008)
Sec. 2-7-14.- Hearing process.

The chairman of the planning commission shall conduct a fair and orderly hearing and accept evidence on which persons commonly would rely in the conduct of their business affairs. (1) At the appeal hearing, the appellant shall be given the opportunity to testify and present evidence, including witnesses, concerning the alleged violation. Any other interested party, including but not limited to a property or business owner being sanctioned or adversely affected by the issue at hand, employees, or neighbors may also he heard.
(2) Appellant may be represented by council at his or her own expense. (3) Appellant or council may not cross examine witnesses, but may ask questions of the hearing board which they, in turn, may use to query principals in the allegations as they see fit. (4) The administrative citation and any additional reports submitted by the issuing officer shall constitute prima facia evidence of the facts contained in these documents. The planning commission may subpoena testimony of the issuing officer at their discretion. (5) The planning commission may take the matter under submission, or may continue the hearing and/or request additional information as pertains.
(6) The planning commission shall by majority vote determine whether to affirm or dismiss the administrative citation. The planning commission may not reduce, waive, or conditionally reduce the fines established by the city.
(7) The chairman of the planning commission shall publish findings based on deliberations conducted relevant to the hearing, clarifying the affirmation or dismissal of the administrative citation and the reasons therefore. The city shall preserve all exhibits submitted by the parties to the hearing for a period of thirty days. Determination of findings shall be advised to appellant in person at the conclusion of the hearing if a determination has been made, and shall be mailed by certified mail within ten days of conclusion of the hearing if determination is taken under consideration. The decision of the planning commission in determining the affirmation or dismissal of the administrative citation is final, without right of further administrative appeal.
(Ord. No. 438, 7-1-2008)
Sec. 2-7-15.- Right to judicial review.

Any person aggrieved by an administrative decision of the appeals board on an administrative citation may obtain review of the administrative decision by filing a petition for review with the municipal court in the city in accordance with the timeliness and other provisions set forth in Government Code § 53069.4. (Ord. No. 438, 7-1-2008)
Secs. 2-7-16, 2-7-17.- Reserved.

Gustine, California, Code of Ordinances

TITLE 2- ADMINISTRATION
Chapter 7 - ADMINISTRATIVE CODE ENFORCEMENT
ARTICLE 4. - PROGRAM ADMINISTRATION
ARTICLE 4. - PROGRAM ADMINISTRATION
Sec. 2-7-18. - Administrative start-up costs.

Sec. 2-7-19. - Budget and operations costs.

Sec. 2-7-20. - Fine schedule.

Sec. 2-7-21. - Payment of fines.

Sec. 2-7-22. - Right of recovery.

Sec. 2-7-23. - Records.

Sec. 2-7-24. - Supplies and support materials.

Sec. 2-7-25. - Citation control.

Sec. 2-7-26. - Program administration:

Sec. 2-7-27. - Report required.

Sec. 2-7-18.- Administrative start-up costs.

The city, with the approval of the city manager, shall seed the code enforcement fund with initial start-up capital of $2,000.00 from the general fund, to be repaid to the general fund upon a declaration of fund solvency by the city manager. This seed money shall be used to print administrative citations, purchase office supplies, and publish documents as required in the initial start-up of the fund. The fund, once solvent, should be self-sustaining.
(Ord. No. 438, 7-1-2008)
Sec. 2-7-19.- Budget and operations costs.

Operating costs for enforcing the administrative citation program shall be drawn from the code enforcement fund, as maintained by the city manager.
(Ord. No. 438, 7-1-2008)
Sec. 2-7-20.- Fine schedule.

The city council shall by resolution approve a fine schedule for violations of City Code and appropriate state codes.
(1) The fine schedule shall specify fines and increases in fines for subsequent violations of the same regulation by the same person within a one-year period. a. A schedule of fines for infractions under state or City Code shall be published specifying amounts associated with specific offenses. Such fines shall double for a second offense, and quadruple for third offenses and for each subsequent offense thereafter within a one-year period.

Where a fine amount is not specified, an assumed fine of $50.00 shall apply. In such cases, a second offense shall within a year shall be $100.00, and third and subsequent offenses within a year shall be $200.00.
b. Fines for misdemeanors enforced under this section shall be $125.00 first offense, $250.00 second offense, and $500.00 third offense or subsequent offenses within a one-year period. (2) The city council shall annually review the fine schedule and make changes as deemed appropriate, at Gustine, California, Code of Ordinances

TITLE 2 - ADMINISTRATION
Chapter 7 - ADMINISTRATIVE CODE ENFORCEMENT
ARTICLE 4. - PROGRAM ADMINISTRATION
a time to be determined by the city manager.
(3) Late payment penalties shall also be determined and specified by resolution of the city council. (Ord. No. 438, 7-1-2008)
Sec. 2-7-21.- Payment of fines.

Payment of fines and assessed fees shall be paid directly to the city within 30 working days from the date of the issuance of the administrative citation unless the citation is appealed, in which case the fine and fees, if any, shall be paid from submitted deposits if the planning commission affirms the citation, or within ten calendar days after such a finding if a hardship waiver has been granted. (1) Payment of a fine under this chapter shall not excuse or discharge any continuation or repeated occurrence of the code violation that is the subject of the administrative citation. (2) Any person who fails to pay any fine imposed pursuant to the provisions of this chapter on or before the date that fine is due shall also be liable for the payment of any applicable late payment penalties as set forth in the fine schedule.
(Ord. No. 438, 7-1-2008)
Sec. 2-7-22.- Right of recovery.

The city shall have the right to impose administrative fees to cover costs of correction or abatement when a public nuisance or other violation of city or applicable state codes is enforced. The city may collect these fees, as well as any past due administrative citation or late payment charges by use of all available legal means, to include but not limited to the withholding of city services or placement of liens pending satisfaction of the debt to the city.
(Ord. No. 438, 7-1-2008)
Sec. 2-7-23.- Records.

It shall be the responsibility of the chief of police to maintain records related to the enforcement of the administrative citation program, with the exception of code enforcement fund records, which shall come under the purview of the city manager. The city manager shall allocate appropriate funding from the code enforcement fund to the chief of police to cover reasonable costs of maintenance of required records. (Ord. No. 438, 7-1-2008)
Sec. 2-7-24.- Supplies and support materials.

The chief of police shall bear the responsibility of maintaining supplies and support materials necessary to the administration of the administrative citation program. Such supplies shall include, but not be limited to the printing of citations and publication of appropriate manuals, forms and public information documents. The city manager shall allocate funding as needed from the code enforcement fund to cover the costs of these expenditures.
(Ord. No. 438, 7-1-2008)
Gustine, California, Code of Ordinances

TITLE 2 - ADMINISTRATION
Chapter 7 - ADMINISTRATIVE CODE ENFORCEMENT
ARTICLE 4. - PROGRAM ADMINISTRATION
Sec. 2-7-25.- Citation control.

Citations shall be accounted-for by number, and a record of issuance of citation by number block shall be maintained by the chief of police. Any citation, which is voided, shall include all parts of the citation, with a short memo to the chief of police explaining the reason for the voiding. (Ord. No. 438, 7-1-2008)
Sec. 2-7-26.- Program administration.

It shall be the responsibility of the chief of police to develop a system for processing citations in a manner as will properly account for providing alleged violators with due process, tracking records, and storing evidence as required. The chief of police shall keep the city manager apprised of the state of operations of the administrative citation program by exception, or at any time as may be requested by the city manager. (Ord. No. 438, 7-1-2008)
Sec. 2-7-27.- Report required.

Any administrative citation which alleges a violation deemed a misdemeanor under city or applicable state codes shall require the generation of an attendant standard police report by the issuing officer. (Ord. No. 438, 7-1-2008)
Gustine, California, Code of Ordinances

TITLE 11 - UTILITIES
Chapter 4 - SEWAGE DISPOSAL
ARTICLE 1. - IN GENERAL
ARTICLE 1. - IN GENERAL
Sec. 11-4-1. - Definitions.

Sec. 11-4-2. - Additional penalties.

Sec. 11-4-3. - Powers and authority of inspectors.

Sec. 11-4-4. - Use of public sewers required.

Sec. 11-4-5. - Discharge permit.

Sec. 11-4-6. - Prohibited discharges.

Sec. 11-4-7. - Damaging and obstructing sewers and drains.

Sec. 11-4-8. - State and federal discharge standards.

Secs. 11-4-9-11-4-40. - Reserved.

Sec. 11-4-1.- Definitions.

The following words, terms and phrases, when used in this chapter, shall have the meanings ascribed to them in this section, except where the context clearly indicates a different meaning:

Apartment means a room or suite of rooms occupied by at least one family doing its cooking therein.

Authorized representative of industrial user means:
(1) A principal executive officer of at least the level of vice-president, if the industrial user is a corporation;
(2) A general partner or proprietor if the industrial user is a partnership or proprietorship, respectively; or
(3) A duly authorized representative of the individual designated above, if such representative is responsible for the overall operation of the facilities from which the industrial waste originates.

Biochemical oxygen demand (BOD) means the quantity of oxygen utilized in the biochemical oxidation of organic matter under standard laboratory procedure in five days at 20 degrees Celsius, expressed in milligrams per liter.

Building drain means that part of the lowest horizontal piping of a drainage system which receives the discharge from soil, waste, and other drainage pipes inside the walls of the building and conveys it to the building sewer, beginning five feet (1.5 meters) outside the inner face of the building wall.

Building sewer means the extension from the building drain to the public sewer; also called House connection.

Club means an association primarily organized for some common nonprofit purpose, including lodges and fraternal orders, but not including groups organized primarily to render a service which is customarily carried on as a business.

Discharger means any person that discharges or causes a discharge to a public sewer. The term "industrial discharge" shall mean any person that discharges waste to a public sewer.

Domestic sewage means waste containing human or animal excreta, and other than industrial waste.

Dwelling group means a group or row of detached or semidetached dwellings occupying a parcel of land in one Gustine, California, Code of Ordinances

TITLE 11 - UTILITIES
Chapter 4 - SEWAGE DISPOSAL
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ownership and having a yard or court in common, including bungalow courts, but not including automobile courts.

Industrial plant means a plant or works producing waste material other than domestic sewage.

Industrial user means any user engaged in the business of processing or manufacturing agricultural products, animals, poultry, goods, wares or other products of sale, resale or redelivery in processed or manufactured form.

Industrial waste means liquid and/or solids contained within a liquid, other than domestic sewage.

Mobile home park means land or premises used, or intended to be used, let, or rented for occupancy by or of trailers or movable dwellings, rooms, or sleeping quarters of any kind.

Motel means a group of two or more detached or semidetached buildings containing guestrooms or apartments, and automobile storage space serving such rooms or apartments provided in connection therewith, which group is designed and used primarily for the accommodation of transient automobile passengers.

Multiple dwelling means a building occupied by three or more families, each living independently as a separate housekeeping unit, including apartment houses, apartment hotels, and flats.

NDES permit means a permit issued pursuant to section 402 of the Federal Water Pollution Control Act, as amended (33 USC 1251 et seq.).

One-family dwelling means a detached building containing only one kitchen and occupied by at least one family exclusively.
pH means the logarithm of the reciprocal of the hydrogen-ion concentration. The concentration is the weight of hydrogen ions, in grams, per liter of solution. Neutral water, for example, has a pH value of seven and a hydrogen-ion concentration of 1/10-?.

Premises means a lot, parcel of land, building, or establishment.

Public sewer means a sanitary sewer controlled by the city, a governmental agency, or public utility.

Recreational vehicle park means land or premises used for occupancy by campers traveling by automobile or otherwise or for occupancy by trailers, tents, or movable or temporary dwellings, rooms, or sleeping quarters of any kind.

Sewage means a combination of liquid or water-carried human waste conducted away from residences, business buildings, and institutions which is known as domestic sewage, together with the liquid or water-carried waste resulting from a manufacturing process employed in industrial establishments, including the washing, cleaning, or drain water from such process and/or establishment which is known as industrial waste.

Slug means any discharge of water or wastewater which, in concentration of any given constituent or in quantity of flow, exceeds for any period of duration longer than 15 minutes more than five times the average 24-hour concentration or flows during normal operation and shall adversely affect the collection system and/or performance of the wastewater facilities.

Gustine, California, Code of Ordinances

TITLE 11 - UTILITIES
Chapter 4 - SEWAGE DISPOSAL
ARTICLE 1. - IN GENERAL
Suspended solid means total suspended matter which either floats on the surface of, or is in suspension in, water, wastewater, or other liquids and which is removable by laboratory filtering as prescribed in "Standard Methods for the Examination of Water and Wastewater," and referred to as nonfilterable residue.

Two-family dwelling means a building occupied by at least two families exclusively, living independently of each other.

Wastewater facilities means the pipelines, structures, equipment, and processes required to collect, carry away, and treat domestic and industrial wastes and dispose of the effluent. (Code 1966, 55 6-3.101-6-3.116, 6-3.117-6-3.125, 6-3.128-6-3.130) Sec. 11-4-2.- Additional penalties.

Any failure to comply with any provision of this chapter shall result in an additional charge against the person or premises so failing to comply in the amount of $1,000.00. In addition, such person or premises shall be liable for any damages which occur to the public sewer as a result of such failure to comply with any provision of this chapter. Each such failure to comply and each day on which a failure to comply shall occur or continue shall be deemed a distinct and separate failure, and charges shall be applied accordingly. (Code 1966, § 6-3.401)
Sec. 11-4-3.- Powers and authority of inspectors.
(a) The director of public works and other duly authorized employees of the city, bearing proper credentials and identification, shall be permitted to enter all properties for the purposes of inspection, observation, measurement, sampling, and testing pertinent to discharges to the sewer system in accordance with the provisions of this chapter.
(b) The director of public works or other duly authorized employees are authorized to obtain information concerning industrial processes which have a direct bearing on the kind and source of discharge to the wastewater collection system. The industry may withhold information considered proprietary. The industry shall establish that the revelation to the public of the information in question might result in an advantage to competitors.
(c) While performing the necessary work on private properties referred to in this section, the director of public works or duly authorized employees of the city shall observe all safety rules applicable to the premises established by the company, and the company shall be held harmless for injuries or death to the city employees, and the city shall indemnify the company against loss or damage to its property by city employees and against liability claims and demands for personal injury or property damage asserted against the company and growing out of the gauging and sampling operation, except as such may be caused by negligence or failure of the company to maintain safe conditions.
(d) The director of public works and other duly authorized employees of the city, bearing proper credentials and identification, shall be permitted to enter all private properties through which the city holds a duly negotiated easement for the purposes of, but not limited to, inspection, observation, measurement, sampling, repair, and maintenance of any portion of the wastewater facilities lying within such easement. All entry and subsequent work, if any, on such easement, shall be done in full accordance with the terms of the duly negotiated easement pertaining to the private property involved.

Gustine, California, Code of Ordinances

TITLE 11 - UTILITIES
Chapter 4 - SEWAGE DISPOSAL
ARTICLE 1. - IN GENERAL
(Code 1966, § 6-3.305)
Sec. 11-4-4.- Use of public sewers required.
(a) It shall be unlawful for any person to place, deposit, or permit to be deposited in any unsanitary manner on public or private property within the city, or in any area under the jurisdiction of the city, any human or animal excrement, garbage, or objectionable waste.
b) It shall be unlawful to discharge to any natural outlet within the city, or in any area under the jurisdiction of the city, any wastewater or other polluted water, except where suitable treatment has been provided in accordance with the provisions of this chapter.
(c) Except as otherwise provided in this chapter, it shall be unlawful to construct or maintain any privy, privy vault, septic tank, cesspool, or other facility intended or used for the disposal of wastewater. (d) The owner of any house, building, or property used for human occupancy, employment, recreation, or any other purpose, situated within the city and abutting on any street, alley, or right-of-way in which there is located or may in the future be located a public sanitary or combined sewer of the city, is hereby required, at the owner's expense, to install suitable toilet facilities therein, and to connect such facilities directly with the proper public sewer in accordance with the provisions of this chapter, within 90 days after the date of official notice to do so, provided such public sewer is within 100 feet (30.5 meters) of the property line. (Code 1966, § 6-3.209)
Sec. 11-4-5.- Discharge permit.

Every person having a one-family dwelling with a sewer connection connecting with the sewer system of the city is hereby granted a permit to discharge domestic sewage from such one-family dwelling into the city sewer system. Every person whose premises, other than a one-family dwelling, in the city are now served, or which shall require service, by a connection with the city sewer system whereby the domestic sewage or industrial waste, or both, are disposed of by the city shall obtain from the city manager or authorized representative a permit to discharge such sewage and/or industrial waste. (b) The application for a permit to discharge such domestic sewage or industrial waste shall be in writing and shall contain, among other things, the following information:
(1) The name and address of the applicant;
(2) The proposed location of the connection;
(3) The character of the waste or sewage proposed to be discharged; and (4) Any other information which may be deemed necessary by the city manager. (c) The city manager shall issue a permit to discharge sewage into the city sewer system if he finds and determines the following:
(1) That such sewage and waste will not result in damages to the sewer system; and (2) That the pipeline in which the connection has discharged or is to discharge has sufficient capacity for Gustine, California, Code of Ordinances

TITLE 11 - UTILITIES
Chapter 4 - SEWAGE DISPOSAL
ARTICLE 1. - IN GENERAL
the disposition of such sewage and wastes.
(d) Any person who shall be dissatisfied with the action of the city manager in denying a permit, granting a permit wherein conditions are imposed, or in modifying or revoking a permit, or with any other order of the city manager in which such person may be affected, within 30 days after the date of such action of the city manager, may appeal to the council by giving notice thereof to the city manager and to the city clerk. In the event of such appeal, the city manager shall transfer to the council a report setting forth the reasons for denying the permit, requiring a change in the permit, imposing conditions prior to granting the permit, or modifying or revoking the permit, or the reasons for any other order made by the city manager affecting the person appealing. The council shall have the full power to review any action on the part of the city manager or any order made by him, and the determination of the council shall be final.
(Code 1966, 956-3.301-6-3.304)
Sec. 11-4-6.- Prohibited discharges.
(a) No person shall discharge or cause to be discharged directly or indirectly to a public sewer the following wastes:
(1) Any water or waste having a temperature exceeding 150 degrees Fahrenheit (65 degrees Celsius); (2) Any water or waste having a pH lower than six or higher than nine or having any other corrosive property capable of causing damages or hazards to pipelines, structures, or equipment of the wastewater facilities or to personnel who operate and maintain the system; (3) Any water or waste containing synthetic detergents in sufficient quantity to injure or interfere with any sewage treatment process or create problems in the receiving waters of the sewage treatment plant; (4) Any water or waste containing BOD, suspended solids, fats, oil, or grease of such character and quantity which would harm the wastewater facilities or cause unusual attention or expense to be required to handle such materials at the sewage treatment plant; (5) Any gasoline, benzene, naphtha, solvent, or fuel oil or any liquid, solid, or gas which would cause, or tend to cause, flammable or explosive conditions to result in the wastewater facilities; (6) Any waste containing toxic or poisonous solids, liquids, or gases or pollutants in such quantities which, alone or in combination with other waste substances, may create a hazard for humans, animals, or the local environment, interfere detrimentally with or jeopardize the integrity of the wastewater facilities, cause a public nuisance, cause any hazardous condition to occur in the wastewater facilities or endanger public safety, cause violations of effluent or water quality limitations, or preclude the selection of the most cost-effective alternative for wastewater treatment and sludge disposal; (7) Any solid or viscous substance of such quantity which may cause obstructions to flow in the sewer or be detrimental to proper wastewater facilities operations. Such objectionable substances include, but are not limited to, asphalt, dead animals, offal, ashes, sand, mud, straw, industrial process shavings, metal, glass, rags, feathers, tar, plastics, wood, whole blood, paunch manure, bones, hair and fleshings, entrails, paper dishes, paper cups, milk containers, and other similar paper products, either whole or ground; (8) Any rainwater, stormwater, groundwater, street drainage, subsurface drainage, roof drainage, yard Gustine, California, Code of Ordinances

TITLE 11 - UTILITIES
Chapter 4 - SEWAGE DISPOSAL
ARTICLE 1. - IN GENERAL
drainage, water from yard fountains, ponds, or lawn sprays, cooling water, or any other uncontaminated water;
(9) Any water added for the purpose of diluting wastes which would otherwise exceed applicable maximum concentration limitations;
(10) Any nonbiodegradable cutting oil, commonly called soluble oil, which forms persistent water emulsions;
(11) Any excessive concentration of nonbiodegradable oil, petroleum oil, or refined petroleum product; (12) Any dispersed biodegradable oil or fat, such as lard, tallow, or vegetable oil, in excessive concentrations which would tend to cause adverse effects on the wastewater facilities; (13) Any waste with an excessively high concentration of cyanide; (14) Any substance promoting or causing the promotion of toxic gases; (15) Any waste containing excessive quantities of iron, boron, chromium, phenol, plastic resin, copper, nickel, zinc, lead, mercury, cadmium, selenium, arsenic, or any other objectionable material toxic to humans, animals, the local environment, or to biological or other wastewater treatment processes; (16) Any quantity of radioactive material waste;
(17) Any water or waste containing odor-producing substances exceeding limits established by the city manager;
(18) Quantities of flow or pollutant concentrations, or both, which constitute a slug; or (19) Waters or wastes containing substances which are not amenable to treatment or reduction by the wastewater treatment process employed or are amenable to treatment only to the degree that the wastewater treatment plant effluent cannot meet effluent quality limitations established by the Regional Water Quality Control Board.
(b) If waters or wastes are discharged or are proposed to be discharged to the public sewers, which waters contain the substances or possess the characteristics set forth in subsection (a) of this section and which, in the judgment of the city manager, may have a deleterious effect upon the wastewater facilities, processes, equipment, or receiving waters, or which otherwise create a hazard to life or constitute a public nuisance, the city manager may:
(1) Reject the wastes;
(2) Require pretreatment of an acceptable condition for discharge to the public sewers; (3) Require control over the quantities and rates of discharge; and/or (4) Require payment to cover added capital, operating, and maintenance costs of handling and treating the wastes.

If the city manager permits the pretreatment or equalization of waste flows, the design and installation of the Gustine, California, Code of Ordinances

TITLE 11 - UTILITIES
Chapter 4 - SEWAGE DISPOSAL
ARTICLE 1. - IN GENERAL
plants and equipment shall be subject to the review and approval of the city manager. Where pretreatment or flow-equalizing facilities are provided or required for any water or waste, such facilities shall be maintained continuously in satisfactory and effective operation by the owner at his expense. No statement contained in 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.
(Code 1966, § 6-3.208)
Sec. 11-4-7.- Damaging and obstructing sewers and drains.

It shall be unlawful for any person to place, or permit to be placed, any bulky substance in any sewer opening or in the house connection or drain connecting with any public main or lateral sewer. It shall be unlawful for any person to place, or permit to be placed, any substance having a tendency to obstruct the free flowage of such sewers or to damage them in any way.
(Code 1966, § 6-3.210)
Sec. 11-4-8.- State and federal discharge standards.

State or federal requirements and limitations on discharges shall apply in any case where they are more stringent than the requirements and limitations of this chapter. These shall include federal categorical pretreatment standards for a particular industrial subcategory when promulgated. (Code 1966, § 6-3.308)
Secs. 11-4-9—11-4-40.- Reserved.

Gustine, California, Code of Ordinances

TITLE 11 - UTILITIES
Chapter 4 - SEWAGE DISPOSAL
ARTICLE 2. - CONNECTIONS
ARTICLE 2. - CONNECTIONS
Sec. 11-4-41. - Generally.

Sec, 11-4-42. - Sewer connection fees.

Sec. 11-4-43. - Interceptors for commercial establishments.

Sec. 11-4-44. - Screening sewage.

Secs. 11-4-45-11-4-80. - Reserved.

Sec. 11-4-41.- Generally.
(a) Required. Every house or building shall have a house drain constructed in accordance with the city's lumbing code. Every building shall be connected to the public sewer system by a separate, independent oroperly designed and constructed building sewer. The size, slope, alignment, materials of construction, and methods to be used in excavating, placing of the pipe, jointing, testing, and backfilling the trench shall conform to the requirements of the city's standard plans and specifications, and shall be administered by the city inspector.
(b) Prohibited connections. No person shall make connections of roof downspouts, foundation drains, areaway drains, or other sources of surface runoff or groundwater to a building sewer or building drain which is connected directly or indirectly to the public sanitary sewer system. (c) Time limit. All public buildings, manufacturing places, and private residences shall be connected with the public sewer system, within one month after the date of the acceptance of the sewers by the city council. (Code 1966, §§ 6-3.201, 6-3.203)
Sec. 11-4-42.- Sewer connection fees.

The owners or agents of buildings to be connected with the public sewers shall pay to the city clerk a fee in the amount established by resolution.
(Code 1966, § 6-3.204)
Sec. 11-4-43.- Interceptors for commercial establishments.

All garages and washrooms for automobiles and other vehicles, restaurants, hotels, canneries, packinghouses, creameries, and butcher shops shall be provided with a proper means for intercepting mud, grease, and other things of such character which might clog the sewer system. (Code 1966, § 6-3.202)
Sec. 11-4-44.- Screening sewage.
(a) Domestic. Domestic sewage consisting essentially of human wastes may be passed into the city sewers without screening.

Industrial. Industrial wastes, upon an order of the city manager, shall be screened through the equivalent of a screen with 16 meshes to the linear inch in both directions, with the allowance that if mechanical screens are used, openings in the screen plates shall be of equivalent screen capacity, subject to the approval of the city Gustine, California, Code of Ordinances

TITLE 11 - UTILITIES
Chapter 4 - SEWAGE DISPOSAL
ARTICLE 2. - CONNECTIONS
manager or designated representative.
(Code 1966, § 6-3.207)
Secs. 11-4-45—11-4-80.- Reserved
Gustine, California, Code of Ordinances

TITLE 11 - UTILITIES
Chapter 4 - SEWAGE DISPOSAL
ARTICLE 3. - SERVICE CHARGES
ARTICLE 3. - SERVICE CHARGES
Sec. 11-4-81. - Generally.

Sec. 11-4-82. - More than one business in one building:

Sec. 11-4-83. - Industrial plants.

Sec. 11-4-84. - Payment.

Sec. 11-4-85. - Changes in rates.

Sec. 11-4-86. - Nonpayment.

Secs. 11-4-87-11-4-120. - Reserved.

Sec. 11-4-81.- Generally.

Every person to whom a permit shall have been granted for the discharge of domestic sewage and/or industrial waste into the sewer system of the city shall pay to the city for the use of such facilities a monthly sewer service charge as adopted by the council by resolution at any regular or regularly adjourned meeting. (Code 1966, § 6-3.211)
Sec. 11-4-82.- More than one business in one building.

Persons conducting more than one line of business in the same building, so arranged that the building practically comprises one store with entrances from one department to another, shall be considered as conducting one business and shall pay the sewer service charge which applies to the business carried on therein which is required to pay the highest rate.
(Code 1966, § 6-3.212)
Sec. 11-4-83.- Industrial plants.
(a) In order to facilitate the determination of charges to industrial plants to be made pursuant to the provisions of section 11-4-81, each person who holds an industrial waste connection permit shall submit to the city manager or authorized representative, at the time he calls for the purpose of determining the discharge for the past month, a statement showing the gallonage of waste discharged into the city sewers during the preceding month.
(b) Every person operating an industrial plant and finding it impracticable to attempt to measure the discharge of waste into the city sewers by meter may determine the quantity of such sewage in such manner and by such methods as may be practical in the light of conditions and attendant circumstances of the case. Such determination shall be subject to the approval of the city manager; provided, however, that should the method of measuring the discharge of waste adopted by any person operating an industrial plant not meet with the approval of the city manager, the person operating the industrial plant shall install, at the cost of such person, a meter approved by the city manager which will accurately measure by a recording dial or device the flow into the city sewer system.
(Code 1966, § 6-3.213)
Gustine, California, Code of Ordinances

TITLE 11 - UTILITIES
Chapter 4 - SEWAGE DISPOSAL
ARTICLE 3. - SERVICE CHARGES
Sec. 11-4-84.- Payment.

The sewer service charges shall be charged, collected, and enforced in the same manner, at the same time, and by the same person as are the charges for water furnished by the city. The amount of sewer service charges shall be included in the total amount due for water. All laws, rules, and regulations of the city applicable to the charges, collection, and enforcement of rates for water furnished by the city are hereby made applicable to this chapter.
(Code 1966, § 6-3.214)
Sec. 11-4-85.- Changes in rates.

The city manager from time to time may submit to the council for its consideration or the council may instruct the city manager to submit changes, additions, or amendments to the rate schedule provided for in this article as may be considered necessary and/or desirable. After considering such changes, additions, or amendments, the council may change the rate schedule by resolution adopted by the council at any regular or regularly adjourned meeting.
(Code 1966, § 6-3.215)
Sec. 11-4-86.- Nonpayment.

In the event of any person neglecting, failing, or refusing to pay the sewer service charges established by or pursuant to this article by the tenth day of the month following the month for which the sewer service charges are due, or in the event of any person neglecting, failing, or refusing to comply with any applicable provision of this chapter, any other applicable law, rule, or regulation of the city, or any duly authorized requirement of the city manager, the city manager shall cause the water service to be disconnected by the disconnection of the connection of the premises of such person to the city water system. (b) In the event of the disconnection of any water service because of the failure of the person affected by such disconnection to pay the sewer service charges required by this article, such person shall pay to the city a charge in the amount established by resolution in addition to any and all sewer service charges due, before the premises of such person shall be again connected with the water system and served with city water. (Code 1966, §§ 6-3.216, 6-3.217)
Secs. 11-4-87—11-4-120.- Reserved.

Gustine, California, Code of Ordinances

TITLE 11 - UTILITIES
Chapter 4 - SEWAGE DISPOSAL
ARTICLE 4. - INDUSTRIAL USERS
DIVISION 1. - GENERALLY
DIVISION 1. - GENERALLY
Sec. 11-4-121. - Appeals.

Sec. 11-4-122. - Pretreatment.

Sec. 11-4-123. - Monitoring:

Sec. 11-4-124. - Industrial user fees.

Sec. 11-4-125. - Surcharge.

Secs. 11-4-126-11-4-150. - Reserved.

Sec. 11-4-121.- Appeals.
(a) Any industrial discharger whose discharge has been determined by the city to be unacceptable in accordance with this chapter or who disagrees with any other determination of the city may apply to the city council for a review in accordance with this chapter.
(b) Within 30 days of the notice of determination or order issued under this chapter, the discharger may:
(1) Comply with the conditions of the determination or order; or (2) File with the city council an appeal of the determination or order, and request a public hearing. (c) Within 30 days of the request for a public hearing, the city council shall give notice to the discharger of the time and place for the hearing, at least ten days before the date set for the hearing. At the hearing, the discharger may appear personally or through counsel, cross examine witnesses, and present evidence in his own behalf. The city council shall confirm or revoke the determination or order, following presentation of all evidence.
(Code 1966, § 6-3.501)
Sec. 11-4-122.- Pretreatment.
(a) Any person whose proposed discharge has been determined by the city manager to be unacceptable for discharge to the public sewer according to the provisions of this section may apply to the city for permission to pretreat the discharge. The acceptability of all pretreatment systems or devices shall be determined by the city.

No pretreatment method or device shall be installed or modified without the prior approval of the city. (b) In case pretreatment is required, the application for industrial waste connection permit shall include plans that indicate the method of collection and pretreatment proposed. A permit shall not be issued until such plans have been reviewed and approved by the city manager.
(c) Approval of a pretreatment method shall not relieve the discharger of the responsibility for complying with discharge standards as contained in the industrial waste connection permit. All costs associated with acquisition, installation, operation, maintenance, and repair of pretreatment facilities shall be borne by the discharger. In addition, any extraordinary administrative or investigative expenses incurred by the city as the result of the installation of use of pretreatment facilities shall be charged to the discharger. (Code 1966, § 6-3.307(a))
Gustine, California, Code of Ordinances

TITLE 11 - UTILITIES
Chapter 4 - SEWAGE DISPOSAL
ARTICLE 4. - INDUSTRIAL USERS
DIVISION 1. - GENERALLY
Sec. 11-4-123.- Monitoring.
(a) Periodic measurement of flow rates, flow volumes, BOD, suspended solids and such other wastewater characteristics as deemed appropriate may be required as a condition of the industrial waste connection permit.

All sampling and flow measurement of industrial waste shall be performed by the city. All analysis of industrial waste shall be performed by a state-certified independent laboratory approved by the city manager. All sampling and analysis shall be performed according to appropriate procedures contained in "Standard Methods," or approved by the city manager.

If the request is denied, the city will require the discharger to reduce the quantity and/or strength of its discharge to the limits prescribed in this section. Noncompliance with this requirement may result in the imposition of additional charges by the city as described in section 11-4-124. (Code 1966, § 6-3.307(b))
Sec. 11-4-124.- Industrial user fees.

For the purpose of defraying the costs of the industrial user pretreatment program, the following additional fees shall be assessed of industrial users:
(1) Fees for monitoring, inspection and surveillance of the industrial discharge shall be negotiated at the time an industrial discharge permit is issued, based on the quantity and characteristics of the discharge. (2) An industrial waste connection permit application fee in the amount established by resolution. (3) A charge based on actual costs will be assessed to every applicant for sewerage discharge when the city finds that the proposed discharge requires special studies or the use of consultant services to evaluate issues including, but not limited to: adequacy of the wastewater treatment facility to accept the proposed discharge; the need for, or adequacy of, pretreatment systems; appropriateness of connection fees and capacity fees; and environmental studies. These charges shall not be deemed a part of the sewer connection fee and shall be paid prior to the commencement of any study.

If special studies or consultant services are required, the city shall select the persons by whom the studies or other services will be performed and shall enter into agreements as may be necessary to bring the studies or services to completion.
(Code 1966, § 6-3.218)
Sec. 11-4-125.- Surcharge.
(a) A surcharge of 300 percent of the monthly capacity or loading charge for the amount in excess of the discharge limit will be assessed. Separate surcharges will be assessed for each violated parameter (flow, BOD, suspended solids) and for each occurrence of violation. (b) Surcharge fees are additive to the normal capacity and loading charges which are calculated based on the formulae prescribed by city council resolution.
(c) If an industrial discharger exceeds prescribed discharge limits for the same parameter for two months or more in successive calendar years, such discharger must submit a revised application for industrial waste connection permit requesting revised discharge limits. The city, at its sole discretion, may either approve or Gustine, California, Code of Ordinances

TITLE 11 - UTILITIES
Chapter 4 - SEWAGE DISPOSAI
ARTICLE 4. - INDUSTRIAL USER:

DIVISION 1. - GENERALLY
disapprove the request for revision of discharge limits. (d) If the request is approved, the discharger may purchase additional capacity through payment of a fee established by the city.
(Code 1966, § 6-3.309)
Secs. 11-4-126—11-4-150.- Reserved.

Gustine, California, Code of Ordinances

TITLE 11 - UTILITIES
Chapter 4 - SEWAGE DISPOSAL
ARTICLE 4. - INDUSTRIAL USERS
DIVISION 2. - CONNECTION PERMIT
DIVISION 2. - CONNECTION PERMIT
Sec. 11-4-151. - Required.

Sec. 11-4-152. - Application and issuance.

Sec. 11-4-153. - Contents.

Sec. 11-4-154. - Altering a discharge.

Sec. 11-4-155. - Transferability and successor in interest.

Sec. 11-4-156. - Change of conditions or restrictions.

Sec. 11-4-157. - Time limit.

Sec. 11-4-158. - Suspension or revocation.

Sec. 11-4-151.- Required.

No person shall discharge any industrial waste to sewage facilities of the city without an industrial waste connection permit.
(Code 1966, § 6-3.306(a))
Sec. 11-4-152.- Application and issuance.
(a) Applicants for a permit shall complete an application form available at the office of the city manager. The completed application form, supplementary information, and an application fee must be submitted to the office of the city manager at least 90 days prior to the intended date of initiating discharge for new dischargers.

Existing industrial dischargers shall submit a completed application form to the office of the city manager within 60 days of the effective date of the ordinance codified in this section. (b) Within 30 days of receipt of the completed application, the city manager shall, at his discretion, approve the permit application; approve the permit application with modifications; disapprove the permit application; or notify the applicant that additional information is needed. The city manager may request such information as he deems appropriate in addition to that requested on the permit application form. No application shall be considered complete unless the application fee is included. (c) If the application is approved, the city manager shall sign and date the application form on the appropriate line. A copy of the approved application form, along with any modifications or conditions, shall be returned to the applicant. The approved and signed application form with modifications and conditions shall serve as the industrial waste connection permit until the expiration date shown on the form. (d) An industrial waste connection permit shall be issued by the city manager to any discharger or proposed discharger of industrial wastewater who:
(1) Files an application for industrial waste connection permit as described in this chapter; (2) Agrees to comply with this and all other city ordinances relating to sewerage facilities use and charges; and
(3) Demonstrates to the satisfaction of the city manager that the discharge will not interfere with the safe operation of the public sewer, cause upset of the treatment process, cause the city to violate its NPDES permit, or interfere with reclamation of the treated wastewater effluent or wastewater sludge.

Gustine, California, Code of Ordinances

TITLE 11 - UTILITIES
Chapter 4 - SEWAGE DISPOSAL
ARTICLE 4. - INDUSTRIAL USERS
DIVISION 2. - CONNECTION PERMIT
(Code 1966, § 6-3.306(a), (i))
Sec. 11-4-153.- Contents.

An industrial waste connection permit shall specify the discharger, the discharge location, the expiration date of the permit and the allowable quantity and quality of industrial waste to be discharged to the public sewer. The permit also may require pretreatment of the industrial waste prior to discharge, restriction of peak flow discharges, restriction of waste discharge to certain hours of the day or to certain months during the year, relocation of point of discharge, payment of additional charges to defray increased costs to the city occasioned by the waste discharge, and such other conditions as may be deemed necessary to effectuate the purpose of this chapter.
(Code 1966, § 6-3.306(b))
Sec. 11-4-154.- Altering a discharge.

No person shall discharge industrial waste in violation of the terms and conditions set by the permit. Any discharger desiring to change the nature of the discharge or alter the pretreatment process after a permit has been issued shall obtain a new permit for the altered discharge before making the change. (Code 1966, § 6-3.306(c))
Sec. 11-4-155.- Transferability and successor in interest. (a) Permits are not transferable from one location to another and all discharge of wastes shall be made strictly in accordance with all provisions contained in the permit, and at the location designated by the city in the permit.
(b) The city shall transfer a valid permit to the successor in title or interest of the premises for which the permit was granted if such successor files with the city a written application signed by the successor, agreeing to comply with all conditions of the permit, giving the mailing address of the successor, and such evidence of the transfer or title or interest as the city may require.
(Code 1966, § 6-3.306(d))
Sec. 11-4-156.- Change of conditions or restrictions.

The city may change the conditions or restriction of a permit as conditions require or changes in federal or state statutes or regulations dictate. The city shall specify a reasonable period of time to comply with any changes in the permit required by the city. Dischargers shall comply with changes dictated by federal or state statutes or regulations according to any time limits established by the statute or regulation. (Code 1966, § 6-3.306(g))
Sec. 11-4-157.- Time limit.

The industrial waste connection permit shall be valid for a period not to exceed five years from the date of issuance. Ninety days prior to the expiration date of the permit, the discharger should apply for renewal of the permit or a new permit. The city manager shall review the application, and, at his discretion, renew the old permit, issue a new permit, or deny the application.

Gustine, California, Code of Ordinances

TITLE 11 - UTILITIES
Chapter 4 - SEWAGE DISPOSAL
ARTICLE 4. - INDUSTRIAL USERS
DIVISION 2. - CONNECTION PERMIT
(Code 1966, § 6-3.306(h))
Sec. 11-4-158.- Suspension or revocation.
(a) The city manager may suspend a permit for a period not to exceed 45 days when such suspension is necessary to stop discharge which presents an imminent hazard to the public health, safety or welfare, to the local environment, or to the public sewer. Any discharger notified of suspension of his permit shall immediately cease and desist the discharge. If the discharger fails to comply voluntarily with the suspension order, the city manager shall take such steps as are reasonably necessary to ensure compliance. (b) The council may revoke a permit upon a finding that a discharger has violated any provisions of this chapter or any terms and conditions of the permit. No revocation shall be ordered until a hearing has been held by the council. At the hearing, the discharger may appear personally or through counsel, cross examine witnesses, and present evidence on his own behalf. Notice of the hearing, and a description of the issues to be considered, shall be given to the discharger at least ten days prior to the date of the hearing. (c) Any discharger whose permit has been revoked shall immediately stop all discharges of liquid-carried wastes covered by the permit. The city manager may disconnect or permanently block from the public sewers any discharge whose permit has been revoked if such action is necessary to ensure compliance with the order of revocation. Before any further discharge of industrial waste may be made by the discharger, he must apply for a new permit, pay all charges that would be required upon initial application, and pay all delinquent fees, charges, and penalties he may owe to the city. Costs incurred to the city in revoking the permit and disconnecting the city sewer shall be paid by the discharger before a new permit is issued. (Code 1966, § 6-3.306(e), (f))
Gustine, California, Code of Ordinances

Appendix D

CITY OF GUSTINE

MUNICIPAL CODE
PROPOSED ADDITIONS TO TITLE 11, CHAPTER 4
Sec. 11-4-43 Interceptors Required.

Any type of business or establishment where grease or other objectionable materials may be discharged into a public or private sewage main or disposal system shall be required to provide a grease, oil and sand interceptor when in the opinion of the City one is necessary for the proper handling of liquid wastes, containing grease in excessive amounts, or any flammable wastes, sand and other harmful ingredients. Interceptors shall conform to the following:

A. The size of grease interceptors shall be determined as described in the Uniform Plumbing Code and as approved by the City.

B. Interceptors shall be so installed and connected that they shall be at all times easily accessible for inspection, sample collection, cleaning and removal of grease and other ingredients.

C. Waste discharge from fixtures and equipment in establishments which may contain grease or other objectionable materials including, but not limited to, scullery sinks, pot and pan sinks, dishwashers, food waste disposals, soup kettlers, and floor drains located in areas where such objectionable materials may exist, may be drained into the sanitary waste through the interceptor when approved by the city provided however, that toilets, urinals, wash basins, and other fixtures containing fecal material shall not flow through the interceptor.

D. Discharges entering interceptors shall not exceed one hundred ten degrees Fahrenheit (110° F).

E. Abandoned interceptors shall be emptied and filled as required for abandoned septic tanks.

Sec. 11-4-45 Maintenance of Interceptors.

All grease, oil and sand interceptors shall be maintained by the owner, at his expense, in a continuously efficient operation at all times.

All grease, oil and sand interceptors shall be maintained by periodic removal of the accumulated grease. The use of chemicals to dissolve grease is specifically prohibited. No accumulated grease shall be introduced into any drainage piping or public or private sewer.

The discharger shall develop and maintain a record of periodic maintenance, and pumping of the grease interceptor. Records shall be retained for a period of not less than three (3) years.

A copy of the cleaning record shall be maintained at the facility and made available to the City upon request.

Pumping shall be sufficiently frequent to prevent objectionable odors, surcharge of the removal device causing pass through or interference with the operation of the sanitary sewer system.

When a grease interceptor is cleaned, the removed sediment, liquid and floating material shall be legally disposed of in a manner other than to the City's collection system.

All interceptor owners shall provide immediate access to the interceptor chambers at all times for the purpose of inspection, sampling, cleaning and maintenance. At no time shall any material, debris, obstacles or other obstructions be placed which will prevent immediate access to the interceptor.

Regular inspection of grease interceptors will be conducted by the City, the frequency of which will be determined by the Public Works Director.

Sec. 11-4-46 Maintenance of Sewer Laterals.

Building sewers shall be maintained by the owner of property served hereby, including the sewer laterals all the way to the property line as is the present practice. Repair of damage to sewer laterals caused by City trees will be the responsibility of the City. All properties will be required to have a four inch sewer cleanout or the same size as the lateral sewer installed to City standards at property line and accessible for maintenance crews.

Sec. 11-4-47 Enforcement.

In addition to the enforcement policies and procedures stated in Title 3, Chapter 7, the following shall also apply specifically to enforce regulations as may be necessary for safe, economical and efficient management and protection of the City sewage system, the City sewage treatment and disposal works.

In the event of a violation of any of the laws of the state, the ordinances of the City or rules and regulations so established referring to the discharge of sewage, the City shall notify the person or persons causing, allowing or committing such violation, in writing, specifying the violation and requiring or implementing any of the following actions as determined by the City:

A. Require the user to submit, for approval, a detailed time schedule of specific actions the user shall take in order to correct or prevent said violation.

B. Require user to cease or prevent further violation within five days after the receipt of such notice.

C. Immediately disconnect sewer service.

D. When discharge of wastewater causes an obstruction, damage, or other impairment to public sewerage facilities, the City Manager may assess a charge against the user for work required to clean or repair the facilities and add such charge to the user's charges for use of public sewerage facilities.

E. Any person violating any of the provisions of this chapter shall be liable to the City for any expense, loss or damage occasioned the City by reason of such violation.

Appendix E
SECTION 6
SEWER

6.1 GENERAL
Sewers shall be installed by a Developer or Contractor holding the appropriate license for such work under the provisions of the State of California Business and Professions Code.

6.2 DESIGN SUBMITTALS
Prior to submittal of Improvement Plans for the first stage of construction, a master sanitary sewer plan for the entire development shall be submitted to the City Engineer for review and approval. The plan shall include the following:
• A plan with a scale of 1" to 100' showing the proposed system, préliminary pipe sizes, tributary sub-areas and existing and future tributary areas outside the project area.
• Design flow at major junction points.

A description and preliminary sketch of any pump stations. This information shall include number and size of pumps, wet well volumes and operating levels.

6.3 DESIGN
Unless specific sanitary sewer discharges are required or approved by the City, the following sewage discharges shall be used for design of residential developments:

Residential Development Average Flow
Single Family - Detached 300 gpud
Single Family - Attached 300 gpud
Multi Family - 2-4 Units 250 gpud
Multi Family - 5 Units or More 200 gpuc
gpud = gallons per unit per day
For commercial, industrial and other types of development, anticipated sewage discharges shall be determined using typical discharge information from similar facilities.

Peak flow shall be obtained by multiplying the average flow by the peaking factor.

The peaking factor is 3.0 for commercial flows and 2.0 for industrial flows. 6-1 November 2003
Peaking factors for residential flow shall be selected from the following figure based upon total upstream average flow.
30 30
20 420
10 10
6 4
3 3

PEAK FACTOR -FACTOR
2 PEAK FLOW.
.8
.3 3 4 56 8 10
.3 4.5.681 2.

AVERAGE FLOW, IN CU FT PER SEC
Sanitary sewer calculations shall be submitted to the City Engineer for review.

The minimum size pipe used for gravity sanitary sewer mains shall be 6 inches in diameter.

Minimum slopes for sewer lines are as follows:

Diameter Minimum Slope
6-2 November 2003
(inches) (ft/ft)
6 .0049
8 .0034
10 .0025
12 .0019
15 .0014
18 .0011
21 - 0009
24 .0008
The above slopes are intended to provide velocities of not less than 2.0 feet per second when flowing full based on Manning's equation utilizing an "n" value of

0.13. If it is impractical to meet these velocity standards, the minimum slopes can be waived by the City Engineer.

Maximum velocity shall not exceed 10 feet per second. The slope of sewer lines between manholes shall be constant.

The minimum cover for sanitary sewer lines, unless otherwise approved by the City Engineer, shall be 3 feet 6 inches from the existing or planned final grade, whichever is lower, to the top of the sewer pipe. Where the preceding minimum cover cannot be provided, the City Engineer may require submittal of pipe load calculations and structural design.

When crossing a water main, it is desirable that the sewer line be installed below the water main with a minimum clearance of 12 inches. If the desired clearance cannot be maintained, the sewer line shall be designed in accordance with the requirements of the California Department of Health Services for separation between water mains and sanitary sewers. A minimum vertical clearance of at least 3 inches shall be maintained between a sewer line and a storm drain.

At points of convergence of sewer pipes of the same size, the invert of the incoming pipe shall be a minimum of 0.1 feet higher than the outflowing pipe. (This 0.1 foot of elevation difference does not apply for laying of pipe through a manhole.) Under no circumstances shall the crown of the incoming pipe be below the crown of the outflowing pipe.

Sanitary sewer pipes shall be placed within street rights-of-way unless placement in an easement is specifically approved by the City Engineer. Alignment shall be parallel to the street centerline whenever possible.

Permanent easements shall be provided for all mains not located in public rights- of-way. The minimum easement width shall be 15 feet. Wider easements may be required by the Director for any lines over 12 inches in width or with an invert 6-3 November 2003
elevation 5 feet or greater below ground line. The line shall be located in the center of the easement unless otherwise required by the Director.

A minimum horizontal clearance of 10 feet shall be maintained between sewer lines and water mains, unless otherwise approved by the City Engineer. If the 10 foot separation is waived, the requirements of the California State Department of Health Services for separation between water mains and sanitary sewers shall be adhered to.

6.4 PIPE FOR SEWER MAINS
The following standard pipe materials shall be used for gravity sewer construction and shall conform to the latest edition of American Society of Testing Materials standards (ASTM Standards).

Pipe Material Standard
PVC (Std. Wall) ASTM D3034
PVC Large Diameter ASTM F679
PVC Large Diameter Ribbed ASTM F794
Vitrified Clay ASTM C700

6.5 SERVICES
In general, only one sanitary service is allowed per parcel served. Additional services may be approved by the City Engineer in order to eliminate the need for on-site lift stations or monitoring requirements.

The minimum diameter for services (sewer laterals) shall be 4 inches.

A sewer lateral installed concurrently with a main sewer shall be of the same type and class of pipe material as the sewer main except where cover or water main separation require otherwise.

6.6 MANHOLES
Manholes shall be placed at the intersections of all sewer mains and/or laterals 6 inches in diameter or larger and at sections where changes in slope, pipe size, or pipe alignment occur. In addition, manholes shall be installed at the upstream ends of all mains. (Cleanouts may be substituted for manholes at the upstream ends of mains if approved by the City Engineer.)
Manholes shall have a maximum spacing of 350 feet on 6 inch and 8 inch mains and 450 feet on mains 10 inches and larger.
6-4 November 2003
Manholes shall have an inside diameter of 4 feet when the largest pipe entering or exiting the manhole is less than 24 inches in diameter. Where the nominal pipe diameter is 24 inches or larger, the inside diameter of the manhole shall be 5 feet.

Drop manholes shall be provided wherever the invert of the incoming pipe is higher than 2 feet above the invert of the outflowing pipe.

6.7 LIFT STATIONS
Lift stations shall be specifically approved by the City Engineer. The lift station shall be of the wet well - dry well arrangement and shall be provided with fencing, paved access and potable water.

The following criteria shall be used for design:

Wet well capacity shall be adequate to provide a minimum pump cycle time of 10 minutes.

Wet wells shall be reinforced concrete with a polyurethane lining. • A stainless steel debris basket with a stainless steel slide rail system shall be provided on the wet well influent pipe.

Aluminum access frames and covers shall be provided for the wet well.

Dry well shall be Smith and Loveless Custom Series or approved equal with a steel shell. Minimum diameter of the dry well shall be 9 feet.
• Dry wells shall be protected from corrosion through usage of anodes. Number, size and connection details for anodes to the wet well shall be as recommended by a corrosion specialist approved by the City.

Two non-clog sewer pumps, each capable of pumping 100% of the design flowrate, shall be provided.

A TESCO 24-200 LB service pedestal with a Liquitronics III-SL sump level control monitor shall be provided. Contactors for high level alarm and power failure shall be provided in the telemetry portion of the cabinet. Conduits for future telemetry shall be provided from the pedestal to the nearest point of connection to telephone services.
6-5 November 2003
• Manual power transfer switch and a receptacle with closing plug shall be provided to allow connection of an emergency power generator.
• Provide a pole mounted yard light and alarm light.

6.8 FORCE MAINS
Force main piping shall be sized to provide a minimum velocity of 2 feet per second at the design flowrate of the lift station.

The following standard pipe materials shall be used for force main construction and shall conform to the latest edition of applicable AWWA Standards:

Pipe Materials Standard
Ductile Iron AWWA C151
W/Cement Mortar Lining & Seal (std thickness) AWWA C104 Polyethylene Encasement AWWA C105
PVC (iron pipe O.D.) AWWA C900,
DR 18 (Class 150) minimum
There are no slope requirements for force mains. However, inverts and pipe slopes shall be shown on the profile sheet of the Improvement Plans.

Force mains shall enter the gravity sewer system through a manhole. The invert of the force main shall be 1 foot above the flow line of the outflow pipe. Cleanouts or automatic air release valves as required by the City Engineer shall be provided

6.9 TRENCH EXCAVATION
The Contractor shall, prior to beginning construction, obtain from the Division of Industrial Safety the permit required by California Labor Code, Section 6500, and pay any fee charged for such permit. In addition thereto, whenever the work under the Contract involves trench excavation 5 feet or more in depth, the Contractor shall submit for approval to a registered civil or structural engineer representing the City, in advance of excavation, a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation. If such plan varies from the shoring system standards established by the Construction Safety Orders of the Division of Industrial Safety, the plan shall be prepared by a registered civil or structural engineer. Nothing in this section shall be deemed to allow the use of shoring, sloping or other protective system less effective than that required by the Construction Safety Orders. Nothing in this section shall be construed to impose tort liability on the City, City Engineer, or any of their officers, agents or employees.
6-6 November 2003
The pipe trench shall be dug with side walls sloped or otherwise supported in a safe manner in accordance with the Department of Industrial Relations, Division of Occupational Safety and Health Administration regulations pertaining to trenching.

Excavated material shall be placed on only one side of the trench unless otherwise directed. Separation distance between piles of excavated material and trench shall be consistent with the Construction Safety Orders.

The alignment and grade for the bottom of the trench shall be properly established before the trench is excavated and shall be approved by the City before the pipe is laid. Trenches shall be true to line and grade, and the bottom shall be even and free from all objectionable material.

6.10 WATER IN TRENCH
When water is encountered in the trench, it shall be removed by draining or by pumping. Should water get into the trench before the pipe is laid, the laying of pipe for he postponese, the mud or sas dreaterial shay op removed and grade re- established by backfilling and compacting with suitable material as determined by the City.

6.11 LAYING AND JOINTING OF PIPE
Laying and jointing of pipe shall be in accordance with the manufacturer's recommendations and as approved by the City. Joint deflections shall not exceed 80% of the maximum recommendations of the manufacturer.

Where rubber gaskets are used for jointing pipe, a feeler gauge shall be used to check the position of the rubber gasket upon each closure. The interior of the pipe shall be cleared of all debris, and exposed pipe ends shall be closed by a suitable pipe plug when pipe laying is not in progress.

The pipe shall be laid on a trench bottom shaped to provide adequate support of the pipe except at coupling or bell holes. The use of prepared mounds to facilitate laying of the pipe is not approved
Where pipe is to be encased or have concrete bedding, suitable concrete blocks shall be used to support the pipe in the proper location while placing concrete.

6.12 LATERAL CONNECTIONS
Where 4 inch laterals are constructed concurrently with main sewers 15 inches in diameter and less, connections shall be made with a regularly manufactured wye 6-7 November 2003
branch. Connection to mains, 18 inches in diameter or larger, shall be at manholes only, unless otherwise approved by the Director. If approval is granted, a City approved wye or tee saddle shall be used. Saddles shall have a skirt to prevent the saddle from entering the sewer main beyond the inside surface of the main, and shall be located so the invert of the saddle branch is at the same elevation as the crown of the main sewer. A neat opening shall then be cut in the main sewer which shall form a snug fit with the spigot of the saddle. The saddle shall then be installed and secured in accordance with the manufacturer's recommendations and, in addition, shall be attached to the main with a minimum of two stainless steel banding straps. The ends of the lateral shall be securely stopped with plugs or caps which can easily be removed without damage to the pipe end. The end of the lateral shall be marked by imprinting an "S" on the curb face over the sewer lateral. All laterals shall be installed prior to air testing.

Lateral connections to existing sewers shall be made at a manhole or wye branch.

Where, in the opinion of the Director, it is impractical to connect or to install a manhole or wye branch, the connection shall be made by the use of a tee saddle as described above.

6.13 BACKFILL
After the sewers and appurtenances have been properly constructed and inspected, the trench shall be backfilled and compacted as shown on Drawing No. 6-G for flexible walled pipe and as shown on Drawing No. 6-H for rigid walled pipe.

Compaction tests shall be performed by a testing laboratory approved by the City.

The laboratory shall be retained by the Developer and all testing expenses shall be paid by the Developer.

Jetting of backfill will not be allowed except in special cases as approved by the City Engineer.

During the compaction operation, the Contractor must exercise extreme caution so as not to damage or disturb the pipe.

6.14 CLEANING AND FLUSHING
After all backfilling is completed and manhole frames and covers set, but prior to placement of paving material, the Contractor shall clean and flush all sanitary sewer mains.

To clean and flush sewer pipes 12-inches or less in diameter, the Contractor shall furnish and use a heavy rubber ball manufactured for this purpose and approved by the Director. When inflated with air it should have an outside diameter equal to the interior diameter of the pipe to be cleaned. The ball shall be placed in the uppermost structure of the line to be cleaned and then water shall be introduced into the structure 6-8 November 2003
in back of the ball. The ball shall pass through the pipe with only the pressure of the water behind it. The rate at which the ball is allowed to pass through the pipe shall work shall be done in such a manner as to prevent flooding of adjacent properties due to sewage back-up.

Sewer pipes over 12-inches in diameter may be cleaned by means other than the above described ball method, with the approval of the Director.

6.15 INSPECTION
PVC sewer pipe shall be tested after cleaning and flushing using a mandrel or other approved testing device. Maximum deflection shall not exceed 5% of the average inside diameter of the pipe.

For all pipes less than 24-inch (I.D.), a mandrel shall be pulled through the pipe by hand. Prior to use, the mandrel shall be approved by the Director. If the mandrel fails to pass, the pipe will be deemed to be over-deflected.

Any over-deflected pipe shall be re-laid.

Mandrels shall be rigid, nonadjustable, odd-numbering-leg (9 legs minimum), having an effective length not less than its nominal diameter. The minimum diameter of the mandrel at any point along its full length shall be as follows:

Nominal Size Minimum Mandrel
Pipe Material (Inches) Diameter (Inches)
PVC - ASTM D3034 6 5.455
(SDR35) 8 7.282
6-9 November 2003
10 9.085

10.793
15 13.203
PVC - ASTM F679 18 16.748
(T-1 Wall) 21 19.744
24 22.212
27 25.033
PVC - ASTM F794 18 16.768
21 19.713
24 22.325
27 25.175
30 28.025
Mandrels shall be fabricated from steel, fitted with pulling rings at each end, and stamped or engraved on some segment, other than the runner, with the pipe material, specifications, nominal size and mandrel O.D.

For pipes with a nominal diameter of 24 inches or larger, deflections shall be determined by a method submitted to and approved by the Director. If a mandrel is selected, the minimum diameter, length and other requirements shall conform to the dimensions and requirements previously stated.

All sanitary sewer lines shall be pressure tested by a low-pressure air test. Each section of PVC pipe shall be tested in accordance with UNI-B-6. VCP shall be tested in accordance with ASTM C828. Any section of sewer pipe failing the air test shall be repaired and retested until leakage is reduced to acceptable leakage.

6.16 CLOSED CIRCUIT TV INSPECTION
Prior to placing the final street surfacing, the Contractor, will inspect all new sewer systems with a closed circuit television system. This will be done after the pipe has been installed true to the prescribed lines and grades, the trench backfilled and compacted, the manhole and cleanout covers set to proper grade, the roadway subgrade compacted, aggregate subbases and bases placed and compacted, and the sewer system cleaned of all debris.

At the start of each sanitary sewer section, the Contractor shall record the manhole location by street intersections the inspection is beginning and ending at. This information shall appear in typewritten letters on the videotape. A gauge shall be attached to and dragged behind the camera to indicate the depth of any standing water within the line. The gauge shall have a diameter of 10% of the pipe diameter being televised.
6-10 November 2003
Pulling of the camera shall be stopped and locations recorded in typewritten letters on the video tape at the following locations:

The beginning and ending locations of all areas where the depth of standing water exceeds 10% of the pipe diameter.

All wye locations.

Any problem areas.

Camera pulling speed shall not exceed 60 ft. per minute.

Videotapes shall be delivered to the Director for his review. The Contractor shall make all necessary repairs and corrections to the pipeline as required by the Director prior to paving.

6.17 GREASE TRAPS
Grease traps and interceptors shall be constructed by the Developer on private property on the sewer service lateral for any facility whose operation will result in oil, grease, sand or other solids being discharged into the City's sanitary sewer system.

The traps or interceptor shall conform to Section 708 and 711 of the Uniform Plumbing Code and it shall be constructed where it can be easily inspected for proper operation by the City.

For additional information regarding specific requirements of grease traps, contact the Building Official.
6-11 November 2003
SECTION 6 - SEWER
SPECIFICATIONS:

6.1 GENERAL...

6.2 DESIGN SUBMITTALS

6.3 DESIGN

6.4 PIPE FOR SEWER MAINS

6.5 SERVICES

6.6 MANHOLES

6.7 LIFT STATIONS..

6.8 FORCE MAINS ....

6.9 TRENCH EXCAVATION

6.10 WATER IN TRENCH ..

6.11 LAYING AND JOINTING OF PIPE

6.12 LATERAL CONNECTIONS
BACKFILL.......

CLEANING AND FLUSHING
INSPECTION ....

CLOSED CIRCUIT TV INSPECTION
GREASE TRAPS ..... 6-11
DRAWINGS:
6A SANITARY SEWER MANHOLE

SANITARY SEWER DROP MANHOLE

CAST IRON MANHOLE FRAME AND COVER

SANITARY SEWER CLEANOUT
4-INCH SEWER SERVICE
4-INCH SEWER SERVICE CLEANOUT
6G FLEXIBLE WALL PIPE BACKFILL
6H RIGID WALL PIPE BACKFILL
30 30
20 20
10 10
8 6
5 4

PEAK FACTOR FACTOR
FLOW
1 .8 .8
.6 .6
.5
.4
.3
.3 3 4 5 6 8 10
.1 4 .5.6 .8 1

AVERAGE FLOW, IN CU FT PER SEC
-CUT PIPES FLUSH WITH

MANHOLE BARREL SECTION
PLAN
-C.l. RING AND COVER SET

TO FINISH STREET GRADE
_12" 2'-0" -ASPHALT CONCRETE
-GRADE RINGS

CONCRETE COLLAR
VARIES

REINFORCED CONCRETE MANHOLE
TAPER SECTION. (ECCENTRIC CONE

OPTIONAL
4'-0" MIN - RAM-NEK OR APPROVED

EQUAL GASKET

REINFORCED CONCRETE

VARIES MANHOLE SECTION - MINIMUM
LENGTH 1'
#4 BARS @ 12 e.w.-
- APPROVED WATER STOP
6" OF 1 ½" DRAIN ROCK IF REQUIRED FOR PLASTIC PIPE.

GROUNDWATER PRESENT
POURED IN PLACE CONCRETE. SET
- Adwa COMPACT DISTURBED MATERIAL MANHOLE BARREL IN CONCRETE TO 90% RELATIVE DENSITY DURING PLACEMENT OF BASE.

HANDFORM INTERIOR OF MANHOLE
AND STEEL TROWEL FINISH.

SECTION "A-A"
Server_1\0\Librory \Details\City of Gustine \16 CITY OF GUSTINE IMPROVEMENT STANDARDS - 5:00pm

VIN SANITARY SEWER MANHOLE
1815
Feb 05, 2004 Damnle 6 - A
APPROVED BY:

A
30%
PLAN
-C.I. RING AND COVER SET
2'-0" TO FINISH STREET GRADE

GRADE RINGS
• RAM-NEK OR APPROVED REINFORCED CONCRETE MANHOLE
EOUAL GASKET TAPER SECTION. (ECCENTRIC CONE
OPTIONAL) •
REINFORCED CONCRETE 4'-0" MIN.

MANHOLE SECTION
6" OF 1 ½" DRAIN ROCK -
IF GROUNDWATER PRESENT NOTE:

SEE STANDARD DRAWING 6-

OR ADDITIONAL INFORMATIOI
SECTION "A-A"
\Server_ 1\0\ Library \Details \City of Gustine\/6 - 8.dwg CITY OF GUSTINE IMPROVEMENT STANDARDS 5:00pm

SANITARY SEWER DROP MANHOLE
Feb 05, 2004 -
ONE 22, 04 ORANG NO. 6 - B
APPROVED BY:
•RAISED LETTERS (MINIMUM
LETTER SIZE 1 %")
SEWER
-PICK HOLE
6 " RIBS
1" HOLE-
TOP
PLAN
2'-3"
2'- 1 ½" ¾" 2'-1 ½"

MACHINED SURFACES

SECTION
2'-0" 1" HOLE
3'-0"

SECTION

MANHOLE FRAME DETAIL
5%" RIBS

MINIMUM WEIGHT OF FRAME BOTTOM
AND COVER: Ibs.

C.dwg MANHOLE COVER DETAIL
5:00pm \Sorver__/\\ Library \Details \City of Gustine\16 - CITY OF GUSTINE IMPROVEMENT STANDARDS CAST IRON MANHOLE FRAME AND COVER*
Feb 05, 2004 DRAWING NO.

Dapsale w2204 6 - C
APPROVED BY:

A
2'-0"

CASTING FRAME AND COVER
6" PINKERTON FOUNDRY 2'-0"
NO. A-490 OR EQUAL.
8" PINKERTON FOUNDRY 3'-6"
NO. A-211 OR EQUAL.

PLAN
2-ROWS #4 BARS • OAKUM
BOTH WAY.
3'-6"

STAINLESS STEEL SEWER

REPAIR COUPLING FOR VCP
OR DIP
-RISER-SAME SIZE AND MATERIAL AS MAIN
EXCEPT FOR VCP. MATERIAL SHALL BE DIF
- PROVIDE CONCRETE BEDDING UNDER ⅛
BEND AND UP TO SPRINGLINE OF PIPE.

MINIMUM BEARING AREA 2 S.F. RISER SHALL

NOT BE EMBEDDED IN CONCRETE COLLAR
⅛ BEND

SECTION A-A
\Server__/\D\ Library \Details \City of Gustine\/6 - D.dwg CITY OF GUSTINE IMPROVEMENT STANDARDS 5:00pm

VIN SANITARY SEWER CLEANOUT
1815
Fab 05, AT NOT. 1. DATE LOOK TORAWING NO. 6 - D
APPROVED BY:

CLEANOUT REQUIRED SEE
STAMP "S" ON FACE OF STANDARD DETAIL 6-F

CURB ABOVE LATERAL
- ¼" PER FOOT MIN. SLOPE
-0
N -PROVIDE PLUG. MARK ABOVE WITH
2" × 2" REDWOOD STAKE IF

BACKFILL IS MADE BEFORE HOUSE
LINE IS EXTENDED.

ROTATE WYE SO THAT THE INVERT

OF THE BRANCH IS THE SAME

ELEVATION AS THE CROWN OF THE
MAIN SEWER.

PROFILE
-SEWER MAIN
4" WYE BRANCH MIN.
4" MIN. VCP; PVC ASTM D-3034, SDR-35; OR
PVC C900 CLASS 150
4" ⅛ BEND
PLAN
NOTES:

1. LATERALS SHALL HAVE SAME BEDDING & BACKFILL AS SEWER MAIN. TRENCH WIDTH FOR 4" OR SMALLER LINES SHALL BE SUFFICIENT TO ALLOW MECHANICAL COMPACTION OF BACKFILL AROUND CONDUIT.

2. SEWER SERVICE SHALL HAVE A MINIMUM OF 2' COVER AT PROPERTY LINE HENEVER LATERAL DEPTH AND SERVICE SLOPE OF 4¼" PER FOOT (MIN.) PERMIT

SERVICE SHALL BE DEEP ENOUGH TO SERVE ADJACENT PROPERTY WHEN THE LATERAL SEWER DEPTH IS SUCH THAT 2' COVER AT PROPERTY LINE

CANNOT BE MET, THE LATERAL MUST BE ENCASED IN CONCRETE IN THE TRAVELED RIGHT OF WAY OR PVC PIPE MEETING THE REQUIREMENTS OF AWWA C900 CLASS 150 SHALL BE USED.
(Server__1 \Details \City of Gustine\16 - E.dwg CITY OF GUSTINE IMPROVEMENT STANDARDS CITY
5:00pm
GUSTI 4-INCH SEWER SERVICE
Feb 05, 2004 DATE 27 AGRANTIC NO. 6 - E
APPROVED BY:

STREET LIGHT

FOUNDATION

GAS, ELECTRICAL,

GUTTER TELEPHONE AND
-SIDEWAL PROPERTY LINE_ TELEVISION LINES
CURB 3'-0"
- 3-0 MI
PLAN
CHRISTY F1 CURB VALV

BOX OR EQUAL, LEVE
WITH SIDEWALK.

FINISH GRADE.
-4" TO 6"

SEWER SERVICE
000
• PROPERTY LINE OR 18"

ELEVATION MINIMUM BEYOND SIDEWALK
WHICHEVER IS GREATER.
- Fidng NOTES:

THE RISER SHALL BE TERMINATED APPROXIMATELY 6" BELOW GRADE WITH A SOLVENT

WELD CAP THE CLEANOUT CAP, PLUG AND CURB VALVE BOX SHALL BE INSTALLED WHEN CONNECTION TO THE SEWER SERVICE IS MADE.

CLEANOUT LOCATION IS SHOWN BASED ON ATTACHED CURB AND SIDEWALK.

FOR SEPARATED CURB AND SIDEWALK, INSTALL CLEANOUT 2' BEHIND CURB. \Server_/\D\Library \Details\City of Gustine\/6 CITY CALIFOR CITY OF GUSTINE IMPROVEMENT STANDARDS 5:00pm GUSTHE
4-INCH SEWER SERVICE CLEANOUT
Feb 05, 2004 - INCORPO DRAWING NO.

Baptille ONE 22204 6-F
APPROVED BY:

NOTE

TRENCHES NOT IN PAVED AREAS

SHALL BE RESTORED TO MATCH
EXISTING SURFACE CONDITIONS.
3" ASPHALT
CONCRETE (MIN.) SAWCUT EXISTINC
EXISTING A.C. 6" PAVEMENT IN NEAT

STREET SURFACE PARALLEL LINES
iv NATIVE MATERIAL OR APPROVED
IMPORTED MATERIAL 95% RC

THICKNESS OF AGGREGATE BASE

SHALL BE EQUIVALENT TO

EXISTING PLUS TWO ADDITIONAL

INCHES OF AGGREGATE BASE
95% RC - SUBSEQUENT BACKFILL:

NATIVE MATERIAL OR APPROVED
IMPORTED MATERIAL 90% RC

CLASS I BACKFILL PER
ASTM D2321 - 95% RC
12" MIN.

BELL HOLE

CLASS I BEDDING MATERIAL
PER ASTM D2321
NOTES:
• IF THE BOTTOM OF TRENCH IS SOFT OR UNSTABLE, I
HALL BE OVER-EXCAVATED 1 FOOT BELOW GRADE AN
BACKEILLED WITH APPROVED IMPORTED MATERIAL.
\Server_ 1\0\ Library \Details\City of Gustine|/6 - G.dwg CITY OF GUSTINE IMPROVEMENT STANDARDS 5:00pm
"FLEXIBLE WALL PIPE BACKFILL
Fab 05 2004
6 - G
APPROVED BY:

NOTE

TRENCHES NOT IN PAVED AREAS

SHALL BE RESTORED TO MATCH
EXISTING SURFACE CONDITIONS.
3" ASPHALT
CONCRETE (MIN.) SAWCUT EXISTING
EXISTING A.C. 6" PAVEMENT IN NEAT,

STREET SURFACE MIN PARALLEL LINES

NATIVE MATERIAL OR

APPROVED IMPORTED
THICKNESS OF AGGREGATE MATERIAL 95% RC

BASE SHALL BE EQUIVALENT TO

EXISTING PLUS TWO ADDITIONAL

INCHES OF AGGREGATE BASE
95% RC • NATIVE MATERIAL OR

APPROVED IMPORTED
MATERIAL 90% RC

MANUFACTURED SAND
90% RC
8" MIN
12° MAX.

BELL HOLE
SEE NOTE NO. 1
NOTES:

1. IF THE BOTTOM OF TRENCH IS SOFT OR UNSTABLE, IT SHALL BE VER-EXCAVATED A MINIMUM OF 1 FOOT BELOW GRADE ANI

ACKFILLED WITH APPROVED IMPORTED MATERIAL

2. NATURAL SAND MAY BE SUBSTITUTED FOR MANUFACTURED SAN AS APPROVED BY THE DIRECTOR. SUBSTITUTIONS SHALL BE
REVIEWED ON A CASE BY CASE BASIS. REQUESTS FOR USAGE
OF WHAT IS COMMONLY REFERRED TO AS "BLOW SAND" OR
"HILMAR SAND" WILL NOT BE APPROVED.
/\Server_ 1\0 \ Library \Details \City of Gustine \16 - H.dwg CITY OF GUSTINE IMPROVEMENT STANDARDS 5:00pm GUSTINE САЛІОВИЙ
2004- RIGID WALL PIPE BACKFILL
Feb 05, Captain are 27 pous no. 6 - H
APPROVED BY:

Appendix F

INSERT COPY OF APPROVED RESOLUTION
Appendix G

6.2 SSO CATEGORY 1
58 Water Boards
California Integrated Water Quality System (CIWQS 100.0) - Build Number: mainTrunk.... Page 1 of 3 Navigate to: Menu Hall Lag eur
You are logged-in as: SSO Demo. If this account does not belong to you, please log out, Spill - General Information (2] SSO Menu
Spill Event ID: New Regional Water Board: Region 5S - Sacramento Spill Location Name: Agency: State Water Resources Control Board WDID: 5SS010000 Sanitary Sewer System: Demo South CS
General Info Spill Related Parties Altachments
Spill - General Information, Screen 2
Save Work in Progress Submit Draft Ready to Certity
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Submit Draft On:

Last Updated By: SSO Demo
1 - Spill Type: Category 1
*2 - Estimate Sulll Volumes
a) Estimated spill volume that reached a separate storm drain that flows to a surface gallons water body?
b) Estimated spill volume recovered from the separate storm drain that flows to a gallons surface water body? (Do not include water used for clean-up) c) Estimated spill volume that reached a drainage channel that flows to a surface water o galions body?
d) Estimated spill volume recovered from a drainage channel that flows to a surface gallons water body?
e) Estimated spill volume discharged directly to a surface water body? gallons f) Estimated spill volume recovered from surface water body? gallons g) Estimated spill volume discharged to land? (Includes discharges directly to land, and @ gallons discharges to a storm drain system or drainage channel that flows to a storm water infiltration/retention structure, field, or other non-surface water location.) h) Estimated spill volume recovered from the discharge to land? (Do not Include water galions used for clean-up)
Estimated Estimated Estimated Estimated
Total spill volume Total spill volume Total spill volume Total spill volume to Reach Surface Water to Reach Land Recovered
(a-b+c+e) (b+d+f+h) (a+c+e+g)
*3 - Did the spill discharge to a drainage channel and/or surface water? resivl *4 - Did the spill reach a storm drainpipe that is not part of a combined sewer system? No V ; - If spill reached a separate storm drainpipe, was all of the wastewater fu /Not Applicable • Spill did not reach a separale storm drainpipe v ptured from the separate storm drain and returned to the sanitary sewer syster Physical Location Details
*6 - Spill location name: Test
* 7 - Latitude of spill location: 3B ] deg. 34] min. (54.372 sec. OR 36.58177 | decimal degreos [Map *B - Longitude of spill location: [121 deg. (30 min. [28.512 sec. OR [121.49200 decimal degrees [Map] *9 - County: Sacramento
*10 - Regional Water Quallty Control Board: Region 5S - Sacramento 11 - Spill location description
(Use attachment if location description is more than 2000 charaters http://water24.waterboards.ca.gov/ciwas dev/ssoScreen|Report.isp?action=begin 8/22/2013 California Integrated Water Quality System (CIWQS 100.0) - Build Number: mainTrunk.... Page 2 of 3 Spill Details
*12 - Number Of appearance points:
(ra. Colo sac is aner from to al) Combined Sewer D.I. (Combined CS Only) A Force Main Gravity Mainline
*14 - Spill appearance point explanation:

Required if spill appearance point is "Other" and/or multiple appearance points are selected) 15 - Final spill destinatio Beach ^
old Cirl key to Select Multiple answers from the li Building or Structure Combined Ston Drain (Combined CS only) Y
(screamed pif retains inter :
* 17 - Estimated spill start date/time: / Date Format: MM/DDAY *18 - Date and time santary sewer systom agoncy was notified of or discovered spill:
* 19 - Estimated Operator arrival date/time: /00e Formal: MANY **20 - Estimated spill end date/time:
**21 - Spill cause:
2 - Spill cause explanatio
Required if spill Cause is "Other
**23 - Where did failure occur?
24 - Explanation of Where Failure Occurred:
(Required if Where Failure Occurred is "Olher")
**25 - Was this spill associated with a storm event?
26 - Diameter of sewer pipe at the point of blockage or failure: inches 27 - Materal of sowar pipe at the point of blockage or failure:
28 - Estimated age of sewer asset at the point of blockage or failure:

Cleaned-Up
Mitigated Effects of Spill
Contalned all or portion of splll
(required al rapons series other, use altachmen if the tax is more than 1700 ** 31 - Spill response completion date: t000 pe Formal: DANY * 32 - Spill corrective action take
lold Crl key to Select Multiple answers from the li:

Enforcement action against FOG source
(race sal or eil core are taken:
** 34a - Is there an ongoing investigation?
34b - Reason for ongoing Investigation?
35 - Visual Inspection results from Impacted receiving water:
**36 - Health warnings posted?
**37 - Did the spill result In a beach closure (If YES, answer questions 38)? **38 - Name of impacted beach(es) (enter NA it None):

20. a a of hame or nut ane to eater unbany reling exace wher body is un-named):
http://water24.waterboards.ca.gov/ciwqs dev/ssoScreen1Report.isp?action=begin 8/22/2013 California Integrated Water Quality System (CIWQS 100.0) - Build Number: mainTrunk.... Page 3 of 3 **40 - Water quallty samples analyzed fo
old Ctri key to Soloct Multiple answers from the list
41 - Explanation of water quality samples analyzed for:
(Required if water quality samples analyzed for is "Other chemical indicators)". "Biological indicator(s)", or "Other*)
County Health Agency
Rier spely downly Control Board
Other (specify below)
- Explanation of water quallty sample results reported 1 equired if water quality sample results reported to is "Other Notification Details
145-Cret or alony Bee 0 Monitoring and Reporting Program Raquiremants):
(Repured or ly - Monitoring and Reporting Program Requirements): ]tu/0ovl:00 Date Format: MM/DD/Y * 47(a) - Name and Title (Contact person who can answer specific questions about this * 47(b) - Contact Person Phone Number
Save Work in Progress Submit Draft Ready to Certify
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6.3 SSO CATEGORY 2
62 Water Boards
California Integrated Water Quality System (CIWQS 100.0) - Build Number: mainTrunk.... Page 1 of 2 Navigate to:

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Spill - General Information 7]
Spill Event ID: Regional Water Board: Region 5S - Sacramento Spill Location Name: Stale Water Resources Control Boar WDID: 5SSO10000 Sanitary Sewer System: Demo Soulh Cs
General Into Spill Related Parties Allachments
Spill - General Information, Screen 2
Save Work in Progress Submit Draft Ready to Certify
You have 59:57 minutes to save your report before your session expires.

Note: Questions with "he are required to be answered for 'Save Work in Progress.

Questions with *** are required to be answered for 'Submit Draft" Questions with **** are required to be answered for Ready to Certify Submit Draft On:

Last Updated By: SSO Demo
1 - Spill Type: Category 2
*2 - Estimate Splll Volumes
water boated spill volume that reached a separate storm daln that flows to a surface gallons b) Estimated spill volume recovered from the separate storm drain that flows to a gallons surface water body? (Do not include water used for clean-up) c) Estimated spill volume that reached a drainage channel that flows to a surface water gallons body?
d) Estimated spill volume recovered from a drainage channel that flows to a surface gallons water body?
e) Estimated spill volume discharged directly to a surface water body? gallons 1) Estimated splll volume recovered from surface water body? gallons g) Estimated spill volume discharged to land? (Includes discharges directly to land, and 1000 7 gallons discharges to a storm drain system or drainage channel that flows to a storm water infiltration/retention structure, field, or other non-surface water location.) h) Estimated spill volume recovered from the discharge to land? (Do not Include water 5 I gallons used for clean-up)
Estimated Estimated Estimated Estimated
Total spill volume Total spill volume Total spill volume Total spill volume to Reach Surface Water to Reach Land Recovered
(a-b+c+e) (b+d+f+h) (a+c+e+g)
1000 1000
*3 - Did the spill discharge to a drainage channel and/or surface water? [No |vl *4 - Did the spill reach a storm drainpipe that is not part of a combined sewer system? No V Not Applicable - Spill did not reach a separate stom drainpipo. v care on he pastor made angiet me l of entary ser system? Physical Location Details
*6 - Spill location name: Test
*7 - Latitude of spill location: 38 ]dog. (34 min. 54.372 sec. OR 3858177 decimal degrees [Map l *8 - Longitude of spill location: -121 deg. |30 min. /28.512 sec. OR -121.4920g decimal degrees *g - County: Sacramento
*10 - Reglonal Water Quallty Control Board: Region 5S - Sacramento 11 - Spill location description
Use attachment if location description is more than 2000 charaters http://water24.waterboards.ca.gov/ciwqs dev/ssoScreen1Report.isp?action=begin 8/22/2013 California Integrated Water Quality System (CIWQS 100.0) - Build Number: mainTrunk.... Page 2 of 2 (Spill Detalls
*12 - Number Of appearance points:

Combined Sewer D.I. (Combined CS Only) A
13 - Spill appearance poin Force Main
Hold Cirl key to Select Multiple answers from the lis /Gravity Mainline 14 - Spill appearance point explanatio
equired if spill appearance point is "Other" and/or multiple appearance points are selecte Beach
(Hos l key pose Mutil answers from the is)
ilding or Structi
mbined Storm Drain (Combined CS only)
- Explanation of final spill destinati
quired if final spill destination is "Othe
*17 - Estimated spill start datetime:
* 18 - Date and time sanitary sewer system agency was notified of or discovered spill:
*19 - Estimated Operator arrival date/time: /0:00 Date Formal: MM/DDNY **20 - Estimated spill end date/time:
**21 - Spill cause:
- Spill cause explanati
quired if spill Cause is "Oth
•*23 - Where did failure occur?
**25 - Was this spill associated with a storm event?
26 - Diameter of sewer pipe at the point of blockage or failure: inches 27 - Matarial of sower pipe at the point of blockage of failure:
28 - Estimated age of sewer asset at the point of blockage or failure:
29 - Spill response activiti Cleaned-Up
old Ctri key to Select Multiple answers from the li Mitigated Effects of Spill Contained all or portion of spill
30 - Explanation of spill response activitles:
(Required If spill response activities is "Olher", use altachment if the text is more than 1700 characters)
** 31 - Spill response completion date:
32 - Spill corrective action take Added sewer to preventive maintenance program ^ old Ctri key to Select Multiple answers from the li djusted schedule/method of preventive maintenance Enforcement action against FOG sourc
** 34a - Is there an ongoing investigation?
* 36(a) - Name and Tittle (Contact person who can answer specific questions about this sSO)
*36(b) - Contact Person Phone Number
Save Work in Progress Submit Draft Ready to Certify
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6.4 SSO CATEGORY 3
65 Water Boards
California Integrated Water Quality System (CIWQS 100.0) - Build Number: mainTrunk.... Page 1 of 2 Menu | Help| Log out
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Spill - General Information F SSO Menu
Spill Event ID: Regional Water Board: Region 5S - Sacramento Spill Location Name: State Water Resources Control Board 5SSO10000 Sanitary Sower Syatom:: Demo South CS
Goneral Info Spill Related Parties Attachments
Spill - General Information, Screen 2
Save Work in Progress Submit Draft Ready to Certify
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Note: Questions with "** are required to be answered for 'Save Work in Progress Questions with ** are required to be answered for 'Submit Draft".

Questions with ***' are required to be answered for 'Ready to Certify.

Submit Draft On:

Last Updated By: SSO Demo
1 - Spill Type: Category 3
*2 - Estimate Spill Volumes
waterboated spill volume that reached a separate storm drain that nows to a surface gallons gallons
c) Estimated spill volume that reached a drainage channel that flows to a surface water D gallons body?
d) Estimated spill volume recovered from a drainage channel that flows to a surface gallons water body?
e) Estimated spill volume discharged directly to a surface water body? gallons f) Estimated spill volume recovered from surface water body? gallons g) Estimated spill volume discharged to land? (Includes discharges directly to land, and f • gallons lischarges to a storm drain system or drainage channel that flows to a storm water nflltration/retention structure, field, or other non-surface water locatlon.) he forced sell volume recovered fram the dacharge to land? (Do not include water gallons Estimated Estimated Estimated Estimated
Total spill volume Total spill volume Total spill volume Total spill volume to Reach Surface Water to Reach Land Recovered
(a-b+c+e) (b+d+f+h) (a+c+e+g)
*3 - Did the spill discharge to a drainage channel and/or surface water? *4 - Did the spill reach a storm drainpipe that is not part of a combined sewer system? Not Applicable - Spill dia not reach a separale storm drainpipe v as real he separate a drin let me lore way eter system
Physical Location Details
*6 - Spill location name: [Test
*7 - Latitude of spill location: 38 ]deg. 34 min. 54.372 soc. OR |38 58177 decimal degrees [Map | *8 - Longitude of spill location: [121 ]deg.(30 min. 28.512 sec. OR [121.4920E decimal degrees [Mapl *g - County: Sacramento
*10 - Regional Water Quallty Control Board: Region 5S - Sacramento (va stil mentin dator descripion is more than 2000 charaters) http://water24.waterboards.ca.gov/ciwqs dev/ssoScreen1Report.isp?action=begin 8/22/2013 California Integrated Water Quality System (CIWQS 100.0) - Build Number: mainTrunk... Page 2 of 2 [Spill Detalls
*12 - Number Of appearance points:

For Me Sover Di. (Combined Ol) an Force Main
Gravity Mainline
14 - Spill appearance point explanatior
equired if spill appearance point is "Other" and/or multiple appearance points are selecte Beach
^
Building or Structure
Combined Storm Drain (Combined CS only) V
*17 - Estimated spill start date/time:
*18 - Date and time sanitary sewer system agency was notfied of or discovered spill:
*19 - Estimated Operator arrival date/time:
-20 - Estimated spill end dateltime: / bate Forma: MODATY **21 - Spill cause:
**23 - Where did failure occur?
**25 - Was this spill associated with a storm event?
25 - Diameter of sewer pipe at the point of blockage or failure: inches 27 - Matrial of sowar pipe at the point of blockage or fallure:
28 - Estimated age of sewor asset at the point of blockage or failure:
* 30(a) - Name and Tittle (Contact person who can answer specific questions about this *30(b) - Contact Person Phone Number
Save Work in Progress Submit Draft Ready to Certify
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CITY OF GUSTINE

SPILL DETAILS
COLLECTION SYSTEM RESPONSE FORM •Forced Main • Lateral
Spill Appearance Point
• Gravity Mainline • Manhole
Name of First Responder • Lateral Cleanout • Pump Station location of spill Final Spill Destination • Storm Drain • surface Water •Paved Surface • street/Curb and Gutter
Is the spill greater than 1,000 gallons • NO •Storm Drain Percolation Pond • Unpaved Surface OYES • NO Spill Start Date/Time
Leath ail recha storm drain, Date: Time:

Spill Cause [L Debri from Construction • Pump Station Failure - Power Date and Tone out rival time to scene be exace. • Grease (FOG) •Pump Station Failure - Program Time: • Fiow Exceeded Capacity • Pump Station Failure - Mechanical Debri - Rags •Root Intrusion
•Pipe Structual Problem •vandalism
Spill End Date and Time Date: Time: Explanation of Where Failure Occurred
Spill Volume Recovered Spill Volume
Estimated spill volume that reached gallons Estimated spill volume recoved gallons a storm drain that flows to a surface from a storm drain that flows Where did the failure occur • Force Main L Pump Station water body. to the surface water body •Gravity Mainline • other gallons gallons • Manhole
Estimated spill volume discharged Estimated spill volume recoved • Lateral to land from the discharge to land
Estimation Methodology for Spill Volume
Spill Response Activities I Cleaned l
Pock at en Hore Mend ] Mitigated Effects of Sp
•Restored Flow
METHOD 1: EYEBALL ESTIMATE METHOD AND KICK THE BUCKET •Returned all spill to sanitary Sewer imagine the amount of water that would spill from a bucket or barrel. This method is only useful for small spills Sizeof bucket(s) How many Multiplier Total
Catergory 1
or barrels volume
1 ga water jug X 1 Category 2
5 ga bucket x5
32 ga barrel X 32 Category 3
55 ga drum X 55 OES SWOCB WATER DIVISION
Total Volume of Spill 1-800-852-7550 559-445-5116 559-447-3300

6.1 NO SPILL CERTIFICATION
68 Water Boards
California Integrated Water Quality System (CIWQS 100.0) - Build Number: mainTrunk... Page 1 of 1 Navigate to: | Menu | HelLog out
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SSO - No Spill Certification F SSO Menu
Regional Water Board: Region 5S - Sacramento
Agency: State Water Resources Control Board
Sanitary Sewer System: Demo South CS
WDID: 5SSO10000
No Spill Certification:
accurate, and complete. I am aware that there are significant penalities for submitting false i Certa button below the easily era aloof this report and my understanding in Month/Year Without Spills:* /June ~ 2013
Certifier Name:* est
Certifier Title:* Test
Executed On:" 07724/2013
Executed At:* (SWRCE
Certity
Provost submited No Shal i Made for hiManion"
No Spill Certificate for the Month Entered Date/Time Certified Certified UserlD Name
2362863 February 2013 2013-7-19.13.39. 26. 0 SSO Demo d 2362859 January 20132013-7-17.14.51, 11.0 SSO Demo tesl 2306210 September 2011 2011-11-10.9.34.37.0 SSO Demo
Test
2294930 January 20112011-7-15.11.57. 2011-7-15.11.57.22.0 SSO Demo 2253851 July 2010 2010-8-19.8.59. 38. 0 SSO Demo
2247649 June 2010 2010-7-7.13.43. 35.0 SSO Demo
2239286 April 2010 2010-4-29.11.10. 18. 0 SSO Demo
2212902 December 2009 2009-11-9.8.19. 48. 0 SSO Demo
821795 December 200920094-9.7.47. 6. 0 SSO Demo
2199725 August 20092009-8-31.7.18. 2009-8-31.7.18.33.0 SSO Demo 2186309 July 2009 2009-7-13.10.4. 36. 0 SSO Demo
2186308 July 2009 2009-7-13.9.47. 7. 0 SSO Demo
829411 June 2009 2009-5-27.16.9. 12. 0 SSO Demo
821794 April 2009 2009-4-9.7.42. 29.0 SSO Demo
826402 March 2009 2009-5-11.8.26. 15. 0 SSO Demo
821793 March 2009 2009-4-9.7.41. 39, 0 SSO Demo
821792 March 2009 2009-4-9.7.28. 7.0 SSO Demo
803308 November 20082008-111215.717.0 SSO Demo
803281 Oclober 2008 2008-11-12 10.16. 34. sso Demo
803282 October 2008 2008-11-12.10.18. 7. O SSO Demo
821791 April 2008 2009-4-9.7.25. 16. 0 SSO Demo
2182154 February 2008 2009-7-1.10.40. 39. 0 sSO Demo
803303 January 2008 | 2008-11-12.14.1. 34. 0 SSO Demo
2174848 December 2007 2009-6-22.13.7. 40. 0 SSO Demo
2232727 January 2007 2010-3-8.11.33. 49.0 SSO Demo
2248328 August 2006 2010-7-12.9.40. 51. 0 ssO Dema
491397 February 2006 2007-4-10.9.41. 34. 0 IsSO Demo
© 2012 State of California. Conditioris of Use Privacy Policy http://water24.waterboards.ca.gov/mrp sso/ssoNoSpillCertification.isp?module=15&csID.. 7/24/2013 Pick and Vent Hole Estimation Chart
Estimated Flows thru Manhole Cover Vent Holes and Pick Holes for SSO estimating Hole Dia. Area Coeff.of Vel. Coeff. Of Cont. Water Ht Water Ht Water Ht Q Q Q Inches sq. ft. Cv CC Cv x Cc Inches inches feet cfs gpm gph Formula: Formula:
=0.785 Ax* Formula: Formula: Formula: Formula:
=|x*449 =Gx/12 QRT(2'32. =|x*449 =Jx*60
Ax/144
2"Hx))
Vent Hole
0 50 0 00136 0 945 0.70 0 662 0 063 0 005 0 0005 0.23 14

0.50 0.00136 0,945 0.70 0.662 0.125 0.010 0.0007 0.33 20 0,50 0.00136 0.945 0.70 0.662 0.250 0.021 0.0010 0.47 28

0.50 0.00136 0 945 0.70 0.662 0.500 0.042 0.0015 0.66 40

0.50 0.00136 0 945 0.70 0.662 0.750 0.063 0.0018 0.81 49 0 50 0 00136 0 945 0 70 0.662 1 000 0.083 0.0021 0 94 56 0 50 0.00136 0 945 0 70 0 662 1.250 0 104 0 0023 1.05 63

0.50 0.00136 0 945 0.70 0.662 1 375 0 115 0 0024 1 10 66 0 50 0 00136 0 945 0 70 0 662 1 500 0 125 0.0026 1 15 69

0.50 0.00136 0.945 0.70 0.662 1.625 0. 135 0.0027 1.20 72

0.50 0.00136 0.945 0.70 0.662 1,750 0.146 0.0028 124 74 0 50 0 00136 0 945 0.70 0 662 2,000 0 167 0 0030 1.33 80 0 50 0 00136 0.945 070 0,662 2,250 0 188 0.0031 141 84
0 50 000136 0 945 0.70 0.662 2 500 0.208 0.0033 148 89
0 50 0 00136 0945 0 70 0 662 2 750 0229 0 0035 156 93

0.50 0.00136 0.945 0.70 0.662 3,000 0.250 0.0036 97

1.62 0.50 0.00136 0.945 0.70 0.662 3.250 0.271 0.0038 1.69 101

0.50 0.00136 0 945 0.70 0.662 3,500 0.292 0.0039 1.75 105 0 50 0 00136 0,945 0 70 0 662 3750 0313 0 0040 1 82 109 0 50 0 00136 0945 0 70 0,662 4 000 4 000 0.333 00042 188 113 Vent Hole
075 0.00307 0,956 0,640 1/16 th 0.063 0.005 0 0011 31

0.75 0.00307 0955 0 640 1/8 th 0.125 0.010 0.0016 13

0.75 0.00307 0,955 0.640 0.250 0.021 0.0023 61
0 75 0.00307 0955 0,640 0,500 0042 0.0032 87

0.75 0.00307 0.955 0.640 0.750 0.063 0.0039 106

0.75 0.00307 0955 0.640 1.000 0 083 0.0045 122

0.75 0.00307 0.955 0.640 1,250 0 104 00051 137

0.75 0.00307 0.955 0,640 1,375 0 115 0.0053 144

0.75 0.00307 0 955 0,640 1,500 0125 0.0056 150

0.75 0.00307 0.955 0.640 1.625 0.135 0.0058 156

0.75 0.00307 0955 0.640 1,750 0.146 0.0060 162

0.75 0.00307 0.955 0,640 2,000 0.167 0.0064 173

0.75 0 00307 0,955 0.640 2.250 0188 0.0068 184

0.75 0.00307 0955 0,640 2,500 0.208 00072 194

0.75 0.00307 0.955 0.640 2,750 0.229 0.0075 203

0.75 0.00307 0.955 0,640 3.000 0.260 0.0079 212

0.75 0.00307 0.955 0.640 3.250 0.271 0.0082 221

0.75 0.00307 0,955 0.640 3.500 0,292 0.0085 229

0.75 0.00307 0.955 0,640 3.750 0.313 0.0088 237

0.75 0.00307 0.955 0.640 4,000 0.333 0.0091 245
Vent Hole

1.00 0.00545 0.960 0.65 0.624 1/16 th 0.063 0.005 0.0020 0.88 53

1.00 0.00545 0.960 0.65 0.624 1/8 th 0,125 0.010 0.0028 1,25 75 1,00 0.00545 0,960 0.65 0.624 1/4 th 0.250 0.021 0.0039 1.77 106

1.00 0.00545 0.960 0.65 0.624 one half 0.500 0.042 0.0056 2.50 150

1.00 0.00545 0.960 0.65 0.624 3/4 ths 0.750 0 063 0.0068 3.06 184

1.00 0.00545 0,960 0.65 0 624 1 inch 1,000 0.083 0.0079 3.54 212

1.00 0.00545 0.960 0 65 0.624 1 1/4 * 1,250 0 104 0.0088 396 237

1.00 0.00545 0 960 0.65 0 624 13/8" 1,375 Q 115 0.0092 4.15 249

1.00 0.00545 0.960 0.65 0.624 1 1/2" 1.500 0.125 0.0097 4.33 260

1.00 0.00545 0.960 0.65 0.624 1 5/8" 1.625 0.135 0.0100 4.51 271

1.00 0.00545 0.960 0.65 0 624 1 3/4" 1.750 0146 0.0104 4.68 281

1.00 0.00545 0.960 0 65 0 624 2 inches 2,000 0 167 00111 5.00 300

1.00 0.00545 0.960 0.65 0.624 2 1/4" 2250 0188 0.0118 5.31 318 1,00 0.00545 0 960 0 65 0.624 21/2" 2.500 0 209 00125 5.59 336

1.00 0.00645 0,960 0.65 0.624 2 3/4" 2.750 0.229 0.0131 5.87 352 100 0.00545 0.960 0.65 0.624 3 inches 3.000 0,250 00136 6.13 368 Appendix H

CITY OF GUSTINE

SEWER SYSTEM MANAGEMENT PLAN

CHANGE LOG

DATE SSMP DESCRIPTION OF CHANGE/REVISION MADE AUTHORIZED BY

ELEMENT

SECTION
Revised Goals
Jan-23 1 Incuded monitoring and reporting requirements Jesus Chavez Updated contact list
Jan-23 2 Incuded monitoring and reporting requirements Jesus Chavez Added equipment list module
Jan-23 4 Incuded monitoring and reporting requirements Jesus Chavez Added sewer overflow volume estimation module
Jan-23 6 Included monitoring and reporting requirements Jesus Chavez Added SSO categories module
Jan-23 6 Added reporting procedures module Jesus Chavez Jan-23 8 Included monitoring and reporting requirements Jesus Chavez Jan-23 9 Included monitoring and reporting requirements Jesus Chavez ITEM NO. 14
GUS СІТУ САІРОВНІЙ
1915 COUNCIL AGENDA ITEM
MARCH 7, 2023
PREPARED BY: Anna Nicholas, City Manager
SUBJECT: Approve Resolution accepting Local Transportation Funds to be received from the Merced County Association of Governments

BACKGROUND/DISCUSSION
At the December 9, 2022, Merced County Association of Governments (MCAG) Board of Directors Meeting, the Board approved the distribution of $1,234,325 in Local Transportation Funds (LTF) to be allocated to all member jurisdictions. The LTF funds were the results of an exchange with Transit Joint Powers Authority (TJPA) for Coronavirus Response and Relief Supplemental Appropriations Act of 2021 (CRRSAA) funds that were allocated to TJPA by the MCAG Governing Board in September. The MCAG governing board approved the distribution of funds based on a formula with a base of 25% (allocated to all member jurisdictions) and the remaining amount by population.

Of the $1,234,325, the City of Gustine will receive $63,556 (as per Exhibit B). These funds can be used similar to other LTF funds and spent on items such as local streets and roads expenses; pedestrian and bicycle projects; or other expense claims pertaining to items such as passenger rail. The City of Gustine has the greatest need for assistance with local streets and roads expenses and will submit a claim accordingly in order to receive the LTF funds that have been approved for allocation.

To claim and accept the LF funds from MCAG, a resolution is required to submit with the claim form.

FISCAL IMPACT
The City will obtain $63,556 in LTF funds.

RECOMMENDATION
City Council adopts the resolution approving the LF claim to be filed with the Merced County Association of Governments for the CRRSAA swap.

EXHIBIT(S)
A) Resolution 2023-XXXX
B) LTF Distribution by Agency
AA
APPROVED BY:

Anna Nicholas, City Manager
RESOLUTION 2023-XXXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GUSTINE

APPROVING THE ANNUAL LOCAL TRANSPORTATION FUND (LTF) CLAIM TO

BE FILED WITH THE MERCED COUNTY ASSOCIATION OF GOVERNMENTS (MCAG) FOR CRRSAA SWAP
WHEREAS, under the Transportation Development Act (TDA) of 1971, Local Transportation Fund (LTF) monies are available to cities for public transportation, construction and maintenance of local streets and roads, and for pedestrian or bicycle facilities under certain circumstances; and
WHEREAS, the City of Gustine meets all requirements to qualify for said apportionment allocated through the Merced County Association of Governments (MCAG), as the designated local transportation and planning agency; and WHEREAS, the annual allocations of LTF monies to each jurisdiction have been calculated by population; and
WHEREAS, the City of Gustine has LF monies available to claim in the amount of $63,556 for Fiscal Year 2021-2022; and
WHEREAS, the city's proposed expenditures of LTF monies are in conformity with the Regional Transportation Plan as prepared by MCAG; and WHEREAS, the city has submitted a certified fiscal audit within 180 days after the end of the fiscal year, except where an extension (90-day maximum) was granted by MCAG;
NOW, THEREFORE, BE IT RESOLVED that the city council of the City of Gustine does hereby authorize the filing of the annual LF claim for CRRSAA Swap in the amount of $63,556.

BE IT FURTHER RESOLVED it is deemed in the best interest of the City of Gustine that the City Manager and the City Finance Director be authorized to sign the LTF claim form for CRRSAA Swap, and to submit said claim to MCAG for processing.

THE FOREGOING RESOLUTION of the City Council of the City of Gustine was passed by the City Council at a regular meeting held on the 7th day of March, 2023, and the resolution was adopted by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

APPROVED:

Patrick Nagy, Mayor
City of Gustine
ATTEST:

Melanie Correa, Deputy City Clerk
City of Gustine

LTF DISTRIBUTION OPTIONS
TOTAL ALLOCATION: BASE @ 25% TOTAL BY POP (75%)|
OPTION D: 25% BASE $ 1,234,325.00 $ 308,581.25 $ 925,743.75 Jurisdiction Base 25% Jurisdiction Population 7% of The County Population Population (Share @ 75%) Total Allocation Atwater 44,083 31,652 11113% S 103,052 $ 147,135
Dos Palos $ 44,083 5,715 2.01% 5 18,607 $
Gustine 62,690
uner 44,083 5,981] 2.10% s 19,473 $ 63,556
Livingston 44,083 14,410| 5.07% S 46,916$ 90,999
Los Banos 44,083 46,639 16.40% 5 151,847 $
195,930
City Of Merced in us us 44,083 89,058l 31.32% 5 289,954 $ 334,037 County Merced 44,083 90,883l 31.96% 5 295,896 $ 339,979 Total $ 308,581 284,338l 100.00%$ 925,744 5 1,234,325
AE CITY ITEM NO. 15
GUSI

COUNCIL AGENDA ITEM
MARCH 7, 2023
PREPARED BY: Anna Nicholas, City Manager
SUBJECT: Gouveia Engineering Task Orders for continued Waste Water Treatment Facilities Operations and Public Works Department Support

BACKGROUND/DISCUSSION
In March of 2022, the City Council approved a task order with the contracted City engineering firm, Gouveia Engineering, to provide Waste Water Treatment Facility (WWTF) Operator services. The City of Gustine (City) owns, operates, and maintains a WWTF located at the east end of Carnation Road. Operation of the WWTF is monitored by the Regional Water Quality Control Board, Central Valley Region, of the State of California. The City of Gustine Waste Water Treatment Facility is a Class 1 facility (conventional treatment pond system), and the Chief Plant Operator must be licensed as a Grade I, or higher, wastewater operator.

Due to an unsuccessful recruitment of a Waste Water Operator last year, the City entered into an agreement with Gouveia Engineering to add the task order onto the existing agreement for contracted engineering services that would provide additional services of a Waste Water Treatment Operator and related services. The City has a need to continue these services and is seeking to extend the task order beyond the current expiration date of March 31, 2023, through approval of the attached task order 2023-001. The City continues to work on training one employee in-house through this task order for a successful transition of most Waste Water Operator duties; however, there continues to be a significant need for additional staffing in all areas of Public Works.

In addition, with the recent departure of the Public Works Director, the City has a need to add an additional task order for assistance with varied Public Works Department support. While every effort is made to retain many of these duties and responsibilities, there are many high-level duties and responsibilities, such as reporting to the state and other entities that require certain technical expertise. In addition, there are certain tasks and operations that arise that require industry technical expertise that is typically satisfied by the Public Works Director. Due to the extremely limited staffing resources in the City, Gouveia Engineering is able to assist the City during the interim period and fill the need through an executed task order.

FISCAL IMPACT
Fund 060 (Water) and Fund 061 (Sewer) will be the paying funds for the associated task order expenses.

RECOMMENDATION
Staff recommendation is to approve Task Order 2023-001 and Task Order 2023-002.

EXHIBIT(S)
A) Task Order 2023-001
B) Task Order 2023-002
APPROVED BY:

Anna Nicholas, City Manager
No. 2023-001

CITY OF GUSTINE THAT BIT BAITOES
PO BOX 16 - 352 5TH STREET
GUSTINE CA 95322
OFFICE (209) 854-6381 - Fax (209) 854-2998
www.cityofgustine.com

TASK ORDER
Consultant: Gouveia Engineering, Inc.

Project: Wastewater Treatment Facilities Operation
THIS TASK ORDER entered into on the Ist day of April, 2023 between the City of Gustine (hereinafter called Client) and the Consultant, Gouveia Engineering, Inc. (hereinafter called Consultant) for services in connection with Wastewater Treatment Facilities Operation.

The Client and Consultant rights, duties and obligations hereunder will be performed in accordance with the terms and conditions of the Agreement for Professional Engineering Services between Client and Consultant which is fully incorporated herein by reference.

1. Scope of Services
The Consultant shall provide the following:
• Train up to two (2) Operators-In-Training (OITs)
• Serve in the capacity of Chief Plant Operator if requested by the City • Influent and effluent water quality sampling
• Prepare and submit regulatory compliance documents and reports • Daily logs
• Clean bar screen a minimum of twice a week
Weed spraying, including monthly usage form
• Update signage throughout the plant
Mark and label all monitoring wells
• Troubleshooting and systems evaluation
• Make recommendations to the Public Works Director
• Be a liaison with State regulator
II. Consultant's Compensation
In consideration for the Consultant providing the services noted above, the Client agrees to compensate the Consultant as follows:

The cost for completion of items of services shall be as follows:
ll Page
930.10
No. 2023-001
• Up to 32 hours per week (working days/business days) at $100.00 per hour.

IN WITNESS WHEREOF, the parties hereto have accepted, made and executed this agreement upon the terms, conditions and provisions above stated, the day and year first above written.

CONSULTANT: CLIENT:

GOUVEIA ENGINEERING, Inc. CITY OF GUSTINE
By: By:

Name: Mario B. Gouveia, P.E. Name: Anna Nicholas
Title: President Title: City Manager
Address: 456 Sixth Street
Address: 352 5*h Street
Gustine, California 95322 Gustine, California 95332
2 | Page
930.10
No. 2023-002

CITY OF GUSTINE SHINE CITY CALIF
PO BOX 16 - 352 5TH STREET
GUSTINE CA 95322
OFFICE (209) 854-6381 - Fax (209) 854-2998
www.cityofgustine.com

TASK ORDER
Consultant: Gouveia Engineering, Inc.

Project: Public Works Department Support
THIS TASK ORDER entered into on the day of , 2023 between the City of Gustine (hereinafter called Client) and the Consultant, Gouveia Engineering, Inc. (hereinafter callec Consultant) for services in connection with Public Works Department Support.

The Client and Consultant rights, duties and obligations hereunder will be performed in accordance with the terms and conditions of the Agreement for Professional Engineering Services between Client and Consultant which is fully incorporated herein by reference.

I. Scope of Services
The Consultant shall provide the following:
• Assist Acting Public Works Director and Public Works Department with:
• State Reporting for Water and Wastewater
• Other Reporting
Daily/Weekly routine tasks and operations
Il. Consultant's Compensation
In consideration for the Consultant providing the services noted above, the Client agrees to compensate the Consultant as follows:
• Time and Materials
IN WITNESS WHEREOF, the parties hereto have accepted, made and executed this agreement upon the terms, conditions and provisions above stated, the day and year first above written. (Signatures on the following page)
1 Page
925.04
No. 2023-002
CONSULTANT: CLIENT:

GOUVEIA ENGINEERING, Inc. CITY OF GUSTINE
By: By:

Name: Mario B. Gouveia, P.E. Name: Anna Nicholas
Title: President Title: City Manager
Address: 456 Sixth Street
Address: 352 5th Street
Gustine, California 95322 Gustine, California 95332
2| Page
925.04
ITEM NO. 16

GUSTINE CITY

COUNCIL AGENDA ITEM
MARCH 7, 2023
PREPARED BY: Melanie Correa, Administrative Services Director SUBJECT: Consider Appointing Applicant to Gustine Airport Commission

BACKGROUND/DISCUSSION
The Gustine Airport Commission is comprised of 5 commissioner seats and one ex-officio. The Airport Commission has operated with a vacant seat since January 2023, after Commissioner Julie Anderson's term expired. The City has received an application from an individual who is interested in being appointed to the Airport Commission.

The application from applicant Darry Hardmon is attached to this staff report. The vacant seat's term will be effective from the time of appointment through December 2024. The City's Municipal Code § 10/2/52(a) specifies that Airport Commissioner terms of appointment shall be set at 2-year increments.

Pursuant to Gustine Municipal Code § 10-2-52(b) Airport Commissioners shall be appointed by the City Council. Both a nomination and approval must occur for the appointment to be

FISCAL IMPACT
None.

RECOMMENDATION
Staff recommends that Council make a nomination to appoint the applicant to the Airport Commission, and consider a motion to approve the nomination.

EXHIBIT(S)
A) Airport Commission application (Hardmon)
APPROVED BY:

Anna Nicholas, City Manager

THE CITY CALIFO

CITY OF GUSTINE
PO BOX 16 - 352 5TH STREET
GUSTINE CA 95322
OFFICE 209) 854-6471 - Fax (209) 854-2127
www.cityofgustine.com

APPLICATION FOR APPOINTMENT TO AIRPORT COMMISSION
Airport Commission meetings are held once monthly at 6:30 pm and generally fall on the second Tuesday of every month, subject to availability. Meetings are conducted at the City Council Chambers, City Hall, 352 5th Street, Gustine, California.

The Airport Commission is also subject to special meetings as necessary.

NAME DARRY HARDMON
ADDRESS HIP 5tH St. APT 8 GUstINe CA.

HOMEPHONE (069 3059184 BUSINESS PHONE SAME
CELL PHONE 669 305 9104 EMAIL ADDRESS EXPRESS 2222099,MaN CoM OCCUPATION Retired
EDUCATION (List highest year completed and all degrees received.) High Echool 1s Years AvIatioN Forthill Cellege
I have Flist traiNing in Piper Tomahawk and warrior
EXPERIENCE AVIAtION FLight training, And groond School
8D houRs of Fligt training, 30 hoves ground school
STATE YOUR INTEREST IN THIS COMMISSION Improve Gustine Asport, UP Keep RuNwAys, CheckiNg the iONditioN of hangeRs aNd
BuldiNg, Getting togeher with pilots to hear thier coNceRNs What If the security of the AiR poRt Are aplanes suse
meeting wart with the proper authoritize.

Please attach a written statement outlining your pertinent education and experience as it applies to this appointment or any documents you believe would be helpful in reviewing your application.

Larry /tard non 2/15/23

SIGNATURE DATE