Exhibit 1 — Santa Ana City Council, October 21, 2025 (part 3 of 3)

(3) SSOs; or
(4) The FSE is not implementing or complying with BMPs as listed in the rules and regulations.
(5) The FSE(s) shall install grease interceptors within one hundred eighty (180) days after receipt of official notice to install the interceptor unless the FSE obtains a conditional waiver as discussed below.
(d) Conditional waiver of interceptor requirement. The FOG control program manager may provide a written waiver of the requirement to install a grease interceptor, listing the conditions upon which the waiver is granted, upon a finding of one or more of the following conditions set forth in subsections (1 ), (2), and (3) below:
(1) The FSE can substantively demonstrate that it employs an alternative pretreatment technology that is equivalent to or better than a grease interceptor in controlling its FOG discharge.
(2)
SSOs.

There is no potential for FOG from the FSEs to cause or contribute to (3) The FSE discharges of FOG are negligible and do not cause a significant impact to the sewer system.
(4) The FSE may use or may be required to install grease traps in lieu of installation of a grease interceptor when:
(A) Installation of an interceptor cannot physically be accomplished; (B) There is not adequate slope for gravity flow between kitchen plumbing fixtures and the grease interceptor and/or between the grease interceptor and the private collection lines or the public sewer; and
(C) No alternative pretreatment can be installed. Sizing and installation of grease traps shall conform to the current edition of the California Plumbing Code.

Grease traps shall be maintained in efficient operating conditions by periodic removal of their full content, including sewage, FOG, floating materials, sludge, and solids. The maintenance frequency for all FSEs with grease traps is specified in FOG Control Program Rules and Regulations.
(e) Revocation of waiver. The program manager may revoke a waiver upon a determination of one or more of the following:
(1) Quantity of FOG discharge, as measured or as indicated by the size of FSEs based on seating capacity, number of meals served, menu, water usage, amount Ordinance No. NS-2921

Page 46 of 57 ends

of on-site consumption of prepared food, and other conditions, has changed since the granting of the waiver such that the FSE is contributing to FOG discharges. (2) Adequacy of implementation and compliance with BMPs. (3) Change in sewer size, grade, and condition based on visual information. (4) Changes in operations that significantly affect FOG discharge. (5) Failure to comply with any of the conditions set forth in the waiver. (6) Any other condition deemed reasonably related to the generation of FOG discharges by the FOG control program manager.

Sec. 39-56.5. -Same-Grease interceptor requirements.
(a) All interceptors shall be of an approved type and adequately sized in conformance with the current edition of the California Plumbing Code and shall be installed, operated, and maintained as necessary to maintain compliance with the objectives of this section.
(b) Fixtures, equipment, and drain lines located in the food preparation and cleanup areas of FSEs that are sources of FOG discharges shall be connected to the grease interceptor.
(c) Grease interceptors shall be constructed in accordance with the design approved by the FOG control program manager and in accordance with the current edition of the California Plumbing Code design requirements and shall have a minimum of two (2) compartments with fittings designed for grease retention. (d) The grease interceptor shall be installed at a location where it shall be at all times easily accessible for inspection, cleaning, and removal of accumulated grease. (e) Access manholes, with a minimum diameter of twenty-four (24) inches, shall be provided over each grease interceptor chamber and sanitary tee. The access manholes shall extend at least to finished grade and be designed and maintained to prevent water inflow or infiltration. The manholes shall also have readily removable covers to facilitate inspection, grease removal, and wastewater sampling activities.

Sec. 39-56.6. -Same-Grease interceptor maintenance requirements. (a) Grease interceptors shall be maintained in efficient operating condition by periodic removal of the full content of the interceptor. The maintenance frequency for all FSEs with a grease interceptor is specified in the rules and regulations.

Ordinance No. NS-2921

Page 47 of 57 ends

(b) No FOG that has accumulated in a grease interceptor shall be allowed to pass into any sewer lateral, sewer system, storm drain, or public right-of-way during maintenance activities.
(c) FSEs with grease interceptors are required to maintain data and information necessary to establish the maintenance grease interceptors. This documentation shall be provided to the program manager as requested.

Sec. 39-56.7.- Same-Multiple FSEs on same property.

Property owners with more than one FSE located on the same property shall be responsible for the installation and maintenance of a grease interceptor(s) and shall be responsible for compliance of the interceptor(s) with FOG program requirements.

Sec. 39-56.8. -Same-Monitoring for compliance.

In an effort to minimize the discharge of FOG to the sewer system, the FOG control program manager may require the FSE to monitor and/or sample wastewater for compliance with the rules and regulations.

Sec. 39-56.9. -Same-Record keeping requirements.

All FSEs shall be required to keep records in accordance with the rules and regulations established by the city under its FOG control program for no less than two (2) years. Required records include, but are not limited to, grease interceptor/trap maintenance and cleaning logs, employee-training logs, waste hauling manifest, interceptor sampling data, and facility plumbing and mechanical plans. The FSE shall, upon reasonable request, make the records available to the program manager or his designee.

Sec. 39-56.10. -Same-Inspection and sampling conditions. (a) The FOG control program manager or his designee may inspect or order the inspection of and sample the wastewater discharges of any FSE to ascertain whether the FSE is complying with all requirements of this section. The FSE shall allow the city access to the FSE premises, during normal business hours, for purposes of inspecting the FSE's grease control devices or interceptor, or reviewing the manifests, receipts, and invoices relating to the cleaning, maintenance, and inspection of the grease control devices or interceptor. Where a FSE has security measures in force, the FSE shall make necessary arrangements so that representatives of the city shall be permitted to enter without delay for the purpose of performing their specific responsibilities/inspections.
(b) The FOG control program manager or his designee shall have the right to place or order the placement on the FSE's property such devices as are necessary to conduct sampling or metering operations. The FSE shall, without restriction, make Ordinance No. NS-2921

Page 48 of 57 ends

available for inspection and copying by the program manager or his designee all notices, monitoring reports, waste manifests, and records including, but not limited to, those related to wastewater generation, and wastewater disposal. All such records shall be kept by the FSE for a minimum of two (2) years.

Sec. 39-56.11. - Same-Right of entry.

Persons or occupants of premises where wastewater is created or discharged shall allow the FOG control program manager or his designee reasonable access to all parts of the wastewater generating and disposal facilities for the purposes of inspection and sampling during all times the discharger's facility is open, operating, or any other reasonable time. No person shall interfere with, delay, resist, or refuse entrance to city representatives attempting to inspect any facility involved directly or indirectly with a discharge of wastewater to the city's sewer system. If entry is refused, the FOG control manager or his designee shall have recourse to the remedies provided by law to secure entry.

Sec. 39-56.12. -Same-Emergency notification requirements. (a) In the event a FSE is unable to comply with any section condition due to a breakdown of equipment, accidents, or human error, or the FSE has reasonable opportunity to know that its discharge will exceed the discharge provisions of the this section, the discharger shall immediately notify the program control manager. If the material discharged to the sewer has the potential to cause or result in sewer blockages or SSOs, the discharger shall immediately notify the local health department and the city.
(b) Confirmation of this notification shall be made in writing to the FOG control program manager no later than five (5) working days from the date of the incident. The written notification shall state the date of the incident, the reasons for the discharge or spill, what steps were taken to immediately correct the problem, and what steps are being taken to prevent the problem from recurring.
(c) Such notification shall not relieve the FSE of any expense, loss, damage, or other liability which may be incurred as a result of damage or loss to the city or any other damage or loss to person or property; nor shall such notification relieve the FSE of any charges, fees or other liability which may be imposed by this section or other applicable law.

Sec. 39-56.13. - Same-Emergency suspension order.

The city may, by order of the director of public works, suspend sewer service when the director of public works determines that such suspension is necessary in order to stop an actual or impending discharge which presents or may present an imminent or substantial endangerment to the health and welfare of persons, or to the environment; Ordinance No. NS-2921

Page 49 of 57 ends

or may cause SSOs, sewer blockages, or interference to the city's sewer facilities; or may cause the city to violate any state or federal law or regulation. Any discharger notified of and subject to an emergency suspension order shall immediately cease and design the discharge of all wastewater containing FOG to the sewer system.

Sec. 39-56.14. - Same-Nuisance.

Any condition that the FOG control manager determines may result in the discharge of waste, which causes or contributes to any sewer blockage, SSOs, obstruction, interference, damage, or any other impairment to the city's sewer facilities or to the operation of those facilities, shall constitute a threat to the public health, safety, and welfare, and is declared and deemed a public nuisance and may be summarily abated as such.

Sec. 39-56.15. -Same-Violation of other laws.

Any person acting in violation of this section also may be acting in violation of the Federal Clean Water Act or the California Porter-Cologne Water Quality Control Act and other laws and also rnay be subject to sanctions including civil liability. Accordingly, the enforcing attorney is authorized to file a citizen suit pursuant to Federal Clean Water Act Section 505(a), seeking penalties, damages, and orders compelling compliance, and other appropriate relief. The enforcing attorney may notify the Environmental Protection Agency, the California Regional Water Quality Control Board, or any other appropriate state or local agency, of any alleged violation of this section.

Sec. 39-56.16. -Same-Other civil remedies.
(a) The enforcing attorney may file an action for civil damages in a court of competent jurisdiction seeking recovery of:
(1) All costs incurred in enforcement of the section, including but not limited to costs relating to investigation, sampling, monitoring, inspection, administrative expenses, all other expenses as authorized by law, and consequential damages; (2) All costs incurred in mitigating harm to the environment or reducing the threat to human health; and
(3) Damages for irreparable harm to the environment.
(b) The remedies available to the city pursuant to the provisions of this article shall not limit the city's right to seek any other remedy that may be available by law.

Sec. 39-57. - Infiltration and inflow into sewer system.

All city-owned sewer lines and private on-site sewer lines and laterals should be constructed and maintained to prevent water infiltration into the sewer system. Private Ordinance No. NS-2921

Page 50 of 57 ends

on-site sewer lines and public sewer lines shall be used only to convey raw sewage.

Rainfall runoff sources (including but not limited to roof drains, site drains, inlets, uncovered wash area drains, etc.) are prohibited from connecting to any public or private sanitary sewer pipeline.

Sec. 39-58. - Introduction of pollutants prohibited.

No person shall introduce or cause to be introduced any of the following into the city's sewer system:
(a) Pollutants that create a fire or explosion hazard in the sewer collection system or the publicly owned treatment works (POTW), including but not limited to waste streams with a closed cup flashpoint of less than 140° Fahrenheit or 60° Centigrade using the test methods specified in 40 CFR (Code of Federal Regulations) section 261.21.
(b) Pollutants that will cause corrosive structural damage to the sewer collection pipes and structures, but in no case discharges with pH lower than 5.0, unless the sewer system is specifically designed to accommodate such discharges. (c) Solid or viscous substances in amounts which will cause obstruction to the flow in the sewer collection system or the POTW, resulting in interference. (d) Any pollutant, including oxygen demanding pollutants, exerting biological oxygen demand, released in a discharge at a flow rate and/or pollutant concentration which will cause interference with the POTW.
(e) Heat in amounts, which will inhibit biological activity in the POTW resulting in interference, but in no case heat in such quantities that the temperature at the POTW treatment plant exceeds 40° Centigrade (1 04 o Fahrenheit) unless the approval authority, upon request of the POTW, approves alternate temperature limits. (f) Petroleum oil, non-biodegradable cutting oil, or products of mineral oil in amounts that will cause interference or pass through.
(g) Pollutants which result in the presence of toxic gases, vapors, or fumes within the sewer collection system or the POTW in a quantity that may cause acute worker health and safety problems.
(h) Any trucked or hauled pollutants.
(i) Large volume discharges in a short period of time (slug flows) that adversely affect the operational capacity of the sewer.

Sec. 39-59. -Private sewer overflows prohibited.

Ordinance No. NS-2921

Page 51 of 57 ends

(a) No person shall cause or create a condition which causes a private sanitary sewer overflow. When a private sanitary overflow is found to occur, it shall be the responsibility of the private property owner to:
(1) Immediately prevent the continued discharge of wastewater onto the public right-of-way;
(2) Capture and collect any overflowed or spilled wastewater and return it to the appropriate sewer facilities;
(3) Clean and sanitize all affected areas, both within private property and public right-of-way, to the satisfaction of the director of public works; and (4) Comply with all other federal, state, and local health department requirements.
(b) Any private property owner who causes or creates a condition which causes a private sanitary sewer overflow and or fails to satisfy the above mitigation responsibilities will be subject to administrative citations under Santa Ana Municipal Code section 1-21. If city personnel are dispatched to perform any of the actions outlined in this section, for any reason, the city reserves the right to charge the private property owner for staff time, equipment, and material spent. Such charges may be billed directly to the private property owner or his/her designee or added to the owner's sewerage service utility account if one exists.
(c) The remedies available to the city pursuant to the provisions of this article shall not limit the city's right to seek any other remedy that may be available by law.

SECTION 8. Article V of Chapter 39 of the Santa Ana Municipal Code is hereby repealed in its entirety.

SECTION 9. Article V of Chapter 39 of the Santa Ana Municipal Code is hereby reenacted in its entirety as follows:

ARTICLE V. - RESERVED
Sees. 39-80-39-83.5.- Reserved.

SECTION 10. Section 1-18.2 of the Santa Ana Municipal Code is hereby amended such that it reads in its entirety as follows:

Sec. 1-18.2. - Public works agency authority to issue citations.

The executive director of public works agency or his designee has the duty to enforce the provisions of sections 10-26, 10-27, 10-71 and 10-100, 16-1 through 16-4, Ordinance No. NS-2921

Page 52 of 57 ends

16-30, 16-31, 16-33 through 16-37.5, 16-39, 16-48, 18-17,36-148,33-30,33-60, 33-62, 33-152, 33-157, 33-162, 33-188, 33-189 through 33-192, 36-45, 36-46, 39-24, and 39- 106 through 39-111, chapter 17 and provisions of article IV of chapter 18 of this Code.

The executive director of the public works agency or his designee is authorized to arrest persons without a warrant whenever they have reasonable cause to believe that the person to be arrested has committed a violation of said provisions in their presence. In any case in which a person is arrested pursuant to this section and the person arrested does not demand to be taken before a magistrate, said officer or employee making the arrest shall prepare a written notice to appear and release the person on his or her promise to appear as prescribed by Chapter 5C, Title Ill, of part 2 of the Penal Code of the State of California (commencing with Section 853.6).

SECTION 11. Section 16-38 of the Santa Ana Municipal Code is hereby amended such that it reads in its entirety as follows:

Sec. 16-38. - Service charges.
(a) Owners and/or occupants of any improved parcel of real property in the city, as shown on the latest county assessment roll, except any parcel receiving bin or roll-off service exclusively, shall pay to the city a solid waste collection service charge (refuse service charge) in such amounts, at such times, and in such manner as shall be established by resolution of the city council. Such refuse service charge is imposed to provide for the continuing availability of curbside service, and shall be due and payable in accordance with the terms of said resolution regardless of actual use thereof or of any interruptions or delays in such service, except to the extent reductions or refunds may be specifically authorized or directed by the executive director of public works or his/her designee or by the executive director of finance and management services or his/her designee.
(b) For purposes of administrative convenience the city council may establish billing units for payment of the said service charge consisting of one (1) or more occupancies within one (1) or more parcels. The said total refuse service charge reflecting the number of billable units shall be billed as provided in Section 39-20 of this Code as part of the city's regular consolidated municipal utility services account/billing statement, but shall be listed as a separate line item on the municipal utility services account/billing statement.
(c) A penalty of ten (10) percent shall be assessed on all unpaid refuse service charge bills thirty (30) days after the billing date. No penalty, however, will accrue until thirty (30) days after the date that the bill has been presented in accordance with section 39-20 of this Code.
(d) The said refuse service charge and any penalties accrued for failure to make timely payment therefore shall be a civil debt owing to the city.

Ordinance No. NS-2921

Page 53 of 57 ends

(e) In the event the occupant(s) of any property or premises, having registered a municipal utility services account and transferred municipal utility services into their own name as tenant(s), thereafter quit or otherwise vacate the premises, then responsibility for future municipal utility services charges, including refuse charges, shall revert to the municipal utility services account of the property owner in accordance with section 39-16 of this Code.
(f) In addition to all other civil remedies for collection of such indebtedness, in the event that the owner and occupant of the premises or property receiving refuse service are the same, then said civil debt against such customer or person shall be subject to special assessment and lien against said property in the manner provided in Sections 38790.1 and 25831 of the Government Code of the State of California.

Establishment of a lien against the property shall remove said refuse charge(s) from the City's regular consolidated municipal utility services account/billing statement and toll the accrual of additional penalties therefore under this section and section 39-20 of this Code.
(g) The city shall not disconnect water utility service for failure to pay the refuse service charge, unless such failure is accompanied by a customer's failure to pay the water utility service, in which case disconnection of water utility service shall be governed by article II of Chapter 39.
(h) Charges for bin service, roll-off container service or for collection services more frequent or more extensive than that provided in this article for curbside service shall be paid directly to the city's solid waste collection contractor in accordance with such regulations as shall be established by contract or resolution of the city council.

SECTION 12. Section 18-602 of the Santa Ana Municipal Code is hereby amended such that it reads in its entirety as follows:

Sec. 18-602.- Persons obligated.
(a) The municipal utility services customer of record for each property, place or premises located in the City of Santa Ana, or person responsible to be registered for municipal utility services, including sanitation service charges, shall be liable for payment of all charges as set forth in this article, except to the extent reductions or refunds may be specifically authorized or directed by the executive director of public works or the executive director of finance, or their designees. The said sanitation service charges shall be billed as provided in section 39-20 of this Code as part of the City's regular consolidated municipal utility services account/billing statement but shall be listed as a separate line item on the municipal utility services account/billing statement.
(b) In the event the occupant(s) of any property, place or premises having registered a municipal utility services account and transferred municipal utility services into their own name as tenant(s), thereafter quit or otherwise vacate the premises, then Ordinance No. NS-2921

Page 54 of 57 ends

responsibility for future municipal utility services charges, including sanitation service charges, shall revert to the municipal utility services account of the property owner in accordance with Section 39-16 of this Code.

SECTION 13. Section 18-603 of the Santa Ana Municipal Code is hereby amended such that it reads in its entirety as follows:

Sec. 18-603.- Payment of bills and penalties.
(a) Date payment due. Bills for the sanitation charges made pursuant to this article and penalties, if any, are due and payable at the department of finance at the same time and in the same manner as all other parts of the regular consolidated municipal utility services account/billing statement.
(b) Penalties. A penalty of ten (10) percent shall be assessed on all unpaid sanitation charges and/or prior sanitation charge related penalties thirty (30) days after the billing date. No penalty, however, will accrue until thirty (30) days after the date that the bill has been presented in accordance with section 39-20 of this Code. (c) Civil debt. Sanitation service charges and any corresponding penalties accrued for failure to make timely payment therefore shall be a civil debt owing to the city.

SECTION 14. The charges and fees authorized by Section 39-19 of this Code shall be set forth in a fee schedule established by concurrent resolution. Such charges and fees shall be incorporated into, and where appropriate, supersede the City's Uniform Schedule of Miscellaneous Fees for Fiscal Year 2017-18.

SECTION 15. If any section, subsection, sentence, clause, phrase or portion of this ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this ordinance. The City Council of the City of Santa Ana hereby declares that it would have adopted this ordinance and each section, subsection, sentence, clause, phrase or portion thereof irrespective of the fact that any one or more sections, subsections, sentence, clauses, phrases, or portions be declared invalid or unconstitutional.

SECTION 16. Neither the adoption of this ordinance nor the repeal hereby of any ordinance shall in any manner affect the prosecution for violation of ordinances, which violations were committed prior to the effective date hereof, nor be construed as affecting any of the provisions of such ordinance relating to the collection of any such license or penalty or the penal provision applicable to any violation thereof, nor to affect the validity of any bond or cash deposit in lieu thereof, required to be posted, filed or deposited pursuant to any ordinance and all rights and obligations thereunder appertaining shall continue in full force and effect.

Ordinance No. NS-2921

Page 55 of 57 ends

SECTION 17. This ordinance shall become effective thirty (30) days after its adoption.

SECTION 18. The Clerk of the Council shall certify the adoption of this ordinance and shall cause the same to be published as required by law.

ADOPTED this~ day of August, 2017.

APPROVED AS TO FORM:

Sonia R. Carvalho, City Attorney
By: ~~rn~,:t;,J
Jo M. Funk
Assistant City Attorney
AYES: Councilmembers Pulido, Sarmiento, Solorio, Villegas (4) NOES: Councilmembers "'M""a""rt""in"'e"=zcl.(.!..1Ll------------ ABSTAIN: Council members ,N,o'-'ne"-'-'(0"")'---------------- NOT PRESENT: Counci Imembers ....)_______ _
Ordinance No. NS-2921

Page 56 of 57 ends

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, MARIA D. HUIZAR, Clerk of the Council, do hereby attest to and certify the attached Ordinance No. NS-2921 to be the original ordinance adopted by the City Council of the City of Santa Ana on August 1. 2017, and that said ordinance was published in accordance with the Charter of the City of Santa Ana.

Date: _ ___o:"6+/f-.nl.L/,~a.a~1.L?
Ordinance No. NS-2921

Page 57 of 57 ends

APPENDIX F

CITY OF SANT A ANA ST ANDARD PLANS
(FOR SEWER)

APPENDIX G

CITY OF SANT A ANA ST ANDARD SPECIFICA TIONS

OF SEWER CONSTRUCTION

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

SPECIAL PROVISIONS - SANITARY SEWER IMPROVEMENTS

6.01 OPEN TRENCH OPERATIONS, EXCAVATION, BEDDING, AND BACKFILL Open trench operations, excavation, bedding and backfill shall conform to the applicable provisions of Section 306 of the Standard Specifications and these Special Provisions.

All trenches shall be base paved with hot mix or covered with steel traffic plates recessed and fl ushed with existing pavement at the end of each working day. No temporary pavement will be allowed.

Trenching operations shall not be allowed on more than one street at any time. Work shall not be allowed in more than one intersection at any one time.

The third paragraph of Subsection 306 -1.1.1 of the Standard Specifications is hereby deleted and replaced as follows:

Excavation shall include the removal of all excess excavated materials and all water and materials of any nature which interfere with the construction work.

All pavement removals shall be sawcut unless, approved otherwise by the Engineer prior to commencement of work.

All removed pavement and excess excavated material shall be immediately disposed of off the project site at a legal dumpsite at the Contractor's expense.

Pipe bedding:

Unless otherwise secified or shown on the plans, for VCP sewer the pipe bedding material shall be ¾” crushed rock; if installed in high groundwater conditions the bedding material shall be ½” crushed rock wrapped in geofabric (Mirafi 140N or approved equal). For PVC and ductile iron pipe sewers, the pipe bedding material shall be imported SE-30 sand.

Pipe Zone Backfill:

Unless otherwise specified or shown on the plans, for VCP sewer, the pipe zone backfill material shall be ¾” crushed rock; if installed in high groundwater conditions the pipe zone backfill material shall be ½” crushed rock wrapped in geofabric (Mirafi 140N or approved equal.) For PVC and ductile iron pipe sewers, the pipe zone backfill material shall be imported SE-30 sand.

Trench Zone Backfill:

The trench zone backfill shall be Class II aggregate base.

All material tickets (i.e. Sand, Class II Base, Crushed Rock, Asphalt, Concrete, etc.) shall be given to the City Inspector on a daily basis.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

No backfill shall be placed until the sewer pipe laid has been approved by the City Inspector.

Crushed rock products shall be in accordance with subsection 200 -1.2 and Table 200 -

1.2(A) of the Standard Specifications.

The seventh and eighth paragraphs of Subsection 306-1.3.1 of the Standard Specifications are hereby deleted and replaced with the following:

Rocks greater than 4 inches in any dimension will not be permitted in backfill placed between 1 -foot above the top of any pipe an d 1 -foot below pavement subgrade.

Backfill around sewer manhole and structures shall be sand placed a minimum of 2' laterally around structure and backfilled to subgrade.

The following test methods shall be used for determining relative compaction:

California Test 216 (Sand Cone Method)
California Test 231 (Nuclear Gauge Method)
The Contractor will be provided with compaction test at locations deemed necessary by the Engineer.

If compaction fails to meet the Contract Specifications, then the Contractor shall make the necessary adjustments and is responsible for the cost of additional compaction tests until compaction per the specifications is met.

All trench and structure backfill sand, crushed rock and Class II aggregate base and native material shall be compacted to 95% of maximum density at optimum moisture.

If any trench, through the neglect of the Contractor, is excavated below the grade required by the plans and these Special Provisions, it shall be refilled to grade with additional bedding.

6.02 IMPORT BACKFILL MATERIAL
Imported backfill shall conform to the applicable provisions of Section 306 -1.3.7 of the Standard Specifications and these Special Provisions
Imported backfill shall be clean soil, free from organic material, trash, debris, rubbish, broken Portland cement concrete, bituminous materials, or other objectionable substances.

The Contractor shall dispose unsuitable material to an approved facility.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

6.03 EXISTING UTILITIES AND ADJUSTMENTS IN GRADE
All existing utilities shall be protected in place, unless otherwise noted on the plans. The Contractor shall be responsible for any damage to existing utilities as a result of his operations.

The location of existing utilities as shown on the plans was obtained from a search of available records. It shall be the Contractor's responsibility to notify the respective utility owners and Underground Service Alert (811) to determine the exact field location of all utilities shown or not shown on the plans, which may conflict with his operations.

Potholing of existing utilities, points of connection and service connections to determine exact depth and field locations shall be the responsibility of the Contractor.

The Contractor shall determine the location and depth of all utilities including service connections and points of connection, which may affect or be affected by its operation, three (3) weeks in advance. In the event of any conflicts the Engineer shall be immediately notified.

City owned utility frames and covers for survey monuments, water mete r, water valves, traffic signal and street light pull boxes, and manholes within the area to be paved or graded, shall be set to finish grade by Contractor after construction of new pavement. In Portland cement concrete pavement and sidewalk areas, City utility frames and covers shall be adjusted to grade prior to placement of concrete. Contractor shall supply new sewer manhole frame and covers, sewer cleanout frame and covers, concrete rings and water valve pot frame, canister and lids per City of Santa Ana Standard Plans.

Prior to paving, an "I.D. Locator" shall be attached to each valve box or manhole cover.

An "ID Locator" is a rubberized marker approximately 4" high that adheres to the utility cover and pops-up after paving for easy identification and location of the respective valve box or manhole. Contractor shall measure and tie -out locations of manholes and water valves prior to paving.

6.04 LANDSCAPING AND IRRIGATION REPAIR
This section shall conform to Sections 212 and 308 of the Standard Specifications and these Special Provisions.

All lawn and landscaped areas disturbed by the Contractor as part of or as a result of the work shall be prepared/brought to adjacent grade and restored to match existing landscaping. If there are any existing sprinkler heads and irrigation lines in the construction areas, whether on public or private property, they shall be replaced or relocated by the Contractor.

6.05 PORTLAND CEMENT CONCRETE (PCC) CROSS GUTTER
This work shall consist of replacing PCC cross-gutter from the spandrel to street centerline (cold joint to cold joint) to facilitate water main construction. All work shall be

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

accomplished in accordance with City of Santa Ana Standard Plan No. 1109. The replacement areas are clearly indicated on the construction plans.

Concrete shall be high early strength concrete, treated in accordance with section 201-1 to obtain (7) day compressive strength in (3) days.

6.06 TEMPORARY PAVING (WHEN TRENCHING IN PCC STREETS)
In PCC streets, all trenches shall be backfilled and have tem porary pavement installed or covered with steel traffic plates at the end of each working day. All steel plates shall be set flush with adjacent pavement.

Within four consecutive calendar days following installation of the conduit, or after compaction is approved by the Engineer, whichever comes first, steel traffic plates shall be removed and three inches of temporary pavement installed.

Cross streets are to be paved with temporary pavement on the same day that excavation and backfill are completed. Temp orary pavement shall be maintained so that a smooth traversable surface is available at all times for vehicular traffic, free from ruts, depressions, and holes and loose gravel. Temporary paving shall be removed and disposed of by the Contractor before the permanent resurfacing is placed.

The Contractor shall construct temporary asphalt concrete with a slope of 1:1 at the edge of open excavation (remove and reconstruct section) if all the following occur:

1. Clearance between travel lane and open excavation is less than five (5) feet

2. Excavation depth is four (4) inches or deeper, and

3. If open excavation will last more than 24 hours.

6.07 PERMANENT ASPHALT CONCRETE TRENCH PAVEMENT REPLACEMENT This work shall consist of constructing permanent asphalt concrete pavement replacement and shall be accomplished in accordance with the details shown on the Plans, these Special Provisions and the street work permit.

Asphalt concrete construction shall conform to Section 400, 200, 203, and 302 of the Standard Specifications and these Special Provisions.

Tack coat is required and shall be applied and conform to Section 302 of the Standard Specifications. The Contractor shall prevent the tack coat to be applied outside the pavement area.

Course aggregate shall consist of material with at least 75% by weight be crushed particles in lieu of the requirements of Section 400-2.3.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

The asphalt concrete trench pavement replacement for each street shall consist of an asphalt concrete base course and a 2" thick asphalt concrete surface course. The asphalt concrete trench pavement replacement shall be adjusted to match existing street section.

Recommendations are as follows:

Arterial Streets:

Deep lift asphalt concrete pavement consisting of an asphalt concrete Base Course and 2” asphalt concrete Surface Course. Thickness of entire section and base course shall be as shown on plans. In the absence of a detail on the plans, a 12” thick deep lift asphalt concrete pavement consisting of 10” thick asphalt concrete Base Course and 2” asphalt concrete Surface Course shall be constructed.

Local Streets:

Deep lift asphalt concrete pavement consisting of an asphalt concrete Base Course and 2” asphalt concrete Surface Course. Thickness of entire section and base course shall be as shown on plans. In the absence of a detail on the plans, a 6” thick deep lift asphalt concrete pavement consisting of 4” thick asphalt concrete Base Course and 2” asphalt concrete Surface Course shall be constructed.

The required asphalt concrete mix designs shall be as follows:

Base Course III-B3-AR-4000 or PG 64-10
Overlay/Surface Course III-C3-AR-4000 or PG 64-10
Crack Filler III-F-AR-4000 or PG 64-10

6.08 PERMANENT PORTLAND C EMENT CONCRETE (PCC) TRENCH PAVEMENT

AND BUS PAD REPLACEMENT
PCC pavement replacement shall be at least 6 inches thick and shall be 1 inch thicker than the existing pavement.

Existing concrete pavement adjacent to trench operations shall be sawcut and drilled with #4 dowel bars epoxy coated and or approved.

Construction and installation of dowels shall be per City of Santa Ana Standard Plan No . 1428A, the construction plans, and these specifications.

PCC pavement replacement and bus pad replacement shall conform to Sections, 400, 200, 201, and 302 of the Standard Specifications and these Special Provisions.

PCC used for street pavement and bus pad construction shall be minimum class 560 -A- 3250. In addition to these minimum requirements, the concrete shall possess the following characteristics:
• Flexural strength at 28 days: 550 p.s.i. min.
• Flexural strength at 7 days: 430 p.s.i. min.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

• Compressive strength at 7 days: 2500 p.s.i. min.

All cement to be used or furnished on this Project shall be Type II low alkaline Portland cement conforming to ASTM C150.

Prior to the start of construction, the Contractor shall furnish to the Engineer laboratory test data for the particular mix design he will use. The data will include the following:

A. A detailed concrete mix design including the type and amount of cement used; complete gradation and source of the aggregate used; the amount of water used; and any proposed admixtures.

B. Flexural strength test data for the same batch of concrete used in A above showing the compressive strength of the concrete at 3, 7, and 28 days.

Section 302-6.4.2 entitled "Tamping" of the Standard Specifications shall be modified by adding the following:

The outer edge of the gutter shall not be used as a side form for the mechanical tamper except where existing gutter is to remain as shown on the construction plans.

Concrete pavement for bus pads shall be installed monolithic with the curb and gutter and shall be accomplished in accordance wi th City of Santa Ana Standard Plan No. 1108.

Section 302 -6.4.4 entitled "Final Finishing" of the Standard Specifications shall be modified as follows:

Delete all reference to wetted burlap. Final finish of the surface shall be textured by stiff broom process that will produce scoring perpendicular to the centerline of the street, performed at a time and in a manner to produce a hardened surface have a coefficient of friction of not less than 0.38 as determined by California Test 342.

Curing to be applied immediately following broom process.

Joints in the concrete pavement shall be constructed as described in Section 302-6.5 of the Standard Specifications except as modified herein. Sawing of the joints shall begin as soon as the concrete has hardened sufficiently to permit sawing without excessive raveling, usually 4 to 24 hours per Engineer's directions. If necessary, the sawing operations shall be carried on both day and night, regardless of weather conditions.

All joints shall be sawed before uncon trolled shrinkage cracking occurs. A standby saw shall be available in the event of breakdown. All weakened plane joints shall be saw cut to a depth equal to one fourth of the pavement thickness. Longitudinal joint spacing shall be at 10' minimum and 15 ' maximum on either side of centerline joint. Transverse joint spacing shall be at 10' minimum and 15' maximum for pavement, curb and gutter.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

Longitudinal joints shall be aligned such that they will cross manholes and water valves at centerline if possible. Transverse construction joints within 1' shall cross all manholes and water valves. Provide a weakened plane joint around the perimeter of all utility vaults.

The Cleanness Value requirement of Section 200-1.4 shall be replaced with the following:

Tests Test Method Requirements

Cleanness Value California 227
Individual Test 70 min
Moving Average 75 min
The Sand Equivalent requirement of Section 200 -1.5.3 shall be replaced with the following:

Tests Test Method Requirements

Sand Equivalent California 227
Individual Test 70 min
Moving Average 75 min
Evaluation of Sand Equivalent and Cleanness Value results shall conform to the provisions of Standard Specifications Subsection 400-1.4.

Concrete shall be high early strength concrete, treated in accordance with section 201-1 to obtain (7) day compressive strength in (3) days.

Traverse joints shall match those of the adjacent pavement. The concrete pavement shall be immediately barricaded upon its installation and no vehicular traffic will be permitted until and after 3-days of placement and with the approval of the Engineer.

6.09 VITRIFIED CLAY PIPE (VCP) SEWER MAIN
Where indicated on the plans, sanitary sewer pipe shall be extra strength vitrified clay pipe (VCP) with compression j oints conforming to Subsection 207 -8 of the Standard Specifications.

Underground conduit construction shall conform to all applicable Subsections of Section 306 of the Standard Specifications, the Standard Plans and these Special Provisions.

Potholing shal l be considered as part of the excavation necessary for the work. The Engineer shall be given the opportunity to inspect the existing improvement when it is exposed.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

change the plans and order the necessary deviation from the line or grade. Contractor shall not make any deviation from the specified line or grade without approval by the Engineer.

Pipe sections shall not be deflected at any joint, either vertically or horizontally, beyond the limits specified by the manufacturer.

The pipe and fittings shall be lowered into the trench. Do not throw the pipe or fittings into the trench.

If it is determined that bypassing of sewer flow will be required, the bypass pumping system shall have sufficient capacity to pump the peak flow. Sewer bypassi ng shall conform to Section 6-21 of these Special Provisions. The Contractor shall provide bypass piping for the effluent during the construction of the sewer main between manholes. The inlet of the downstream manhole and the outlet of the upstream manhole shall be plugged.

A portable pump shall be installed in the upstream manhole to discharge the effluent from the upstream manhole to the downstream manhole through the bypass piping. Pump and bypass piping shall be of adequate size and capacity to handl e the flow without sewage backup occurring to facilities connected to the sewer.

For sewers 12-inches in diameter and larger, or where deemed necessary by the City, the following shall apply:

All pumps used shall be fully automatic self -priming units. All pumps used must be constructed to allow dry running for long periods of time to accommodate the cyclical nature of effluent flows. The Contractor shall provide the necessary stop/start controls for each pump. The Contractor shall have adequate standby e quipment available and ready for immediate operation and use in the event of an emergency or breakdown. One standby pump for each size pump utilized shall be installed at the mainline flow bypassing locations, ready for use in the event of primary pump fa ilure. The Contractor shall continually monitor all pumping equipment. The Contractor shall perform leakage and pressure tests of the bypass pumping discharge piping suing clean water prior to the actual operation. The Water Resources Division shall be given 24 hours notice prior to testing.

The Contractor shall be required to flow monitor for a two week period to assist in sizing the pumps necessary for the sewer work and shall be considered included as part of the work. The Contractor shall prepare, w ith the vendor, a flow monitoring map for key manholes that will provide adequate data for the work subject to review and approval from the Water Resources Division. Flow monitoring shall capture accurate instantaneous depth, velocity and flow data in 15-minute increments or less, or as otherwise approved by the Water Resources Division. The Contractor shall prepare with the vendor a specific, detailed description of the proposed pumping system and submit it and the vendor’s references to the City. The C ontractor shall submit to the City detailed descriptions outlining all provisions and precautions to be taken by the Contractor regarding handling of existing sewage flows. The submittal must be specific and complete, including such items as schedules, capacities of equipment, materials, and all other incidental protection of the access and bypass pumping locations from damage due to the discharge flows.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

The submittal shall include but not be limited to the following:

1. Sewer plugging method and types of plug.

2. Number, size, material, location and method of installation of suction piping.

3. Number, size, material, location and method of installation of discharge piping.

4. Bypass pump sizes, capacity, number of each size to be on -site and power requirements.

5. Calculations of static lift, friction losses, and flow velocity (pump curves showing pump operating range shall be submitted).

6. Standby power generator size.

7. Method of protecting discharge manholes or structures from erosion and damage.

8. Thrust block sizes and restraining lengths of pipes and locations (if necessary).

9. Method of noise control for each pump and/or generator.

10. Any temporary pipe supports and anchoring requirements.

11. Design plans and computations for access to bypass pumping locations indicated on the drawings.

12. Calculations for selection of bypass pumping pipe size.

13. Schedule for installation of and maintenance of bypass pumping piping.

14. Submit a sewer overflow emergency response plan. The plan will dictate backup pumping plans, spill containment proced ures, spill recovery procedures and emergency call out phone numbers.

Provision shall be made by the Contractor for the collection of sewage from cutoff lateral sewers. Lateral sewers shall be reconnected to the main before the termination of every working day.

The text of Subsection 306 -1.6 of the Standard Specifications is hereby deleted and replaced with the following:

Pipe shall be measured along the longitudinal axis between the ends as laid and shall include the actual pipe in place.

6.10 POLYVINYL CHLORIDE (PVC) SEWER PIPE
Installation and construction of PVC sewer main shall conform to all applicable provisions of the ASTM D2321 -05 (or later) “Underground Installation of Thermoplastic Pipe for

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

Sewers and Other Gravity Flow Applications,” Standard Specifi cations and these Special Provisions and the construction plans.

Where indicated on the plans, sanitary sewer pipe shall be Polyvinyl Chloride (PVC) sewer pipe with compression joints conforming to Subsection 207 -8 of the Standard Specifications.

Underground conduit construction shall conform to all applicable Subsections of Section 306 of the Standard Specifications, the Standard Plans and these Special Provisions.

PVC sewer pipe shall be manufactured by JM Eagle or approved equivalent.

PVC gravity sewer pipe and fittings shall conform to ASTM D3034 for diameters from 4" - 15", and ASTM F679 for 18" - 24", with integral bell gasket joints. Rubber gaskets shall be factory installed and conform to ASTM F477.

Pipe shall be made of PVC plastic having a cell classification of 12454B or 12364B as defined in ASTM D1784 and shall have SDR of 26 and minimum pipe stiffness of 115 psi according to ASTM Test D2412.

Pipe shall be installed in compliance with ASTM D2321. Bedding material shall provide adequate and uniform support under the pipe.

Pipe shall not be stored in direct sunlight. Pipe stored outdoors shall be protected from the natural elements by covering it with opaque material such as canvas. The covering shall be placed in such a way as to allow adequate air circulation between the cover and the pipe.

Discolored pipe will not be allowed.

Individual pipe sections shall not be stacked in piles higher than five feet. The pipe shall not be stored next to heat sources or engine exhausts. All gaskets should be protected from heat, oil and grease.

Field cutting of PVC pipe shall be square cut and bevel the end with a beveling tool.

Remove all burrs and raised edges prior to assembly.

Potholing shall be considered as part of the excavation necessary for the w ork. The Engineer shall be given the opportunity to inspect the existing improvement when it is exposed.

Any adjustments in line or grade which will be necessary to accomplish the intent of the plans shall be made. In the event obstructions are encounter ed during the progress of the work which will require alterations to the plans, the Engineer shall have the authority to change the plans and order the necessary deviation from the line or grade. Contractor shall not make any deviation from the specified line or grade without approval by the Engineer.

Pipe sections shall not be deflected at any joint, either vertically or horizontally, beyond the limits specified by the manufacturer.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

The pipe and fittings shall be lowered into the trench. Do not throw the pipe or fittings into the trench.

If it is determined that bypassing of sewer flow will be required, the bypass pumping system shall have sufficient capacity to pump the peak flow. Sewer bypassing shall conform to Section 6-21 of these Special Provisions. The Contractor shall provide bypass piping for the effluent during the construction of the sewer main between manholes. The inlet of the downstream manhole and the outlet of the upstream manhole shall be plugged.

A portable pump shall be installed in the upstream manhole to discharge the effluent from the upstream manhole to the downstream manhole through the bypass piping. Pump and bypass piping shall be of adequate size and capacity to handle the flow without sewage backup occurring to facilities connected to the sewer.

For sewers 12-inches in diameter and larger, or where deemed necessary by the City, the following shall apply:

All pumps used shall be fully automatic self -priming units. All pumps used must be constructed to allow dry running for long periods of time to accommodate the cyclical nature of effluent flows. The Contractor shall provide the necessary stop/start controls for each pump. The Contractor shall have adequate standby equipment available and ready for immediate operation and use in the event of an emergency or breakdown. One standby pump for each size pump utilized shall be installed at the mainline flow bypassing locations, ready for use in the event of primary pump failure. The Contractor shall continually monitor all pumping equipment.

The Contractor shall perform leakage and pressure tests of the bypass pumping discharge piping suing clean water prior to the actual operation. The Water Resources Division shall be given 24 hours notice prior to testing.

The Contractor shall be required to flow monitor for a two week period to assist in sizing the pumps necessary for the sewer work and shall be considered included as part of the work. The Contractor shall prepare, with the vendor, a flow monitoring map for key manholes that will provide adequate data for the work subject to review and approval from the Water Resources Division. Flow monitoring shall capture accurate instantaneous depth, velocity and flow data in 15-minute increments or less, or as otherwise approved by the Water Resources Division. The Contractor shall prepare with the vendor a specific, detailed description of the proposed pumping system and submit it and the vendor’s references to the City. The Contractor shall submit to the City detailed descriptions outlining all provisions and precautions to be taken by the Contractor regarding handling of existing sewage flows. The submittal must be specific and complete, including such items as schedules, capacities of equipment, materials, and all other incidental pro tection of the access and bypass pumping locations from damage due to the discharge flows.

The submittal shall include but not be limited to the following:

1. Sewer plugging method and types of plug.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

2. Number, size, material, location and method of installation of suction piping.

3. Number, size, material, location and method of installation of discharge piping.

4. Bypass pump sizes, capacity, number of each size to be on -site and power requirements.

5. Calculations of static lift, friction losses, and flow velocity (pump curves showing pump operating range shall be submitted).

6. Standby power generator size.

7. Method of protecting discharge manholes or structures from erosion and damage.

8. Thrust block sizes and restraining lengths of pipes and locations (if necessary).

9. Method of noise control for each pump and/or generator.

10. Any temporary pipe supports and anchoring requirements.

11. Design plans and computations for access to bypass pumping locations indicated on the drawings.

12. Calculations for selection of bypass pumping pipe size.

13. Schedule for installation of and maintenance of bypass pumping piping.

14. Submit a sewer overflow emergency response plan. The plan will dictate backup pumping plans, spill containment procedures, spill recovery procedures and emergency call out phone numbers.

Provision shall be made by the Contractor for the collection of sewage from cutoff lateral sewers. Lateral sewers shall be reconnected to the main before the termination of every working day.

The text of Subsection 306 -1.6 of the Standard Speci fications is hereby deleted and replaced with the following:

Pipe shall be measured along the longitudinal axis between the ends as laid and shall include the actual pipe in place.

Following placement and compaction of backfill and prior to the placement o f permanent pavement, all newly constructed PVC sewer mains shall be cleaned and tested for deflection and ovality by either using: a rigid mandrel for smaller diameter pipe; or laser profile technology and/or with an electronic deflect-o-meter for larger diameter piping.

The deflection and or ovality shall not exceed (5%) of the inside diameter of the pipe. If the pipe exceeds this tolerance, it is the responsibility of the contractor to replace and re - test the newly constructed pipe for deflection and ovality.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

If the pipe is to be tested by mandrel, the rigid mandrel shall have a circular cross section having a diameter of at least 95 percent of the specified inside pipe diameter and shall be pulled through the pipe by hand. The minimum length of the cir cular portion of the mandrel shall be equal to the nominal diameter of the pipe. A ¼ -inch diameter nylon line shall be pulled from manhole to manhole and shall be left for use in conducting the CCTV inspection. Obstructions encountered by the mandrel shal l be repaired and the pipeline section shall be retested.

All labor and equipment necessary to conduct these tests shall be furnished by the contractor.

The contractor shall submit all laser profile documents to the Engineer for review and approval no later than (10) days after the test.

6.11 NEW MANHOLE STRUCTURES
Construction of new concrete manhole structures shall be done in accordance with City of Santa Ana Standard No. 1201, details as shown on the plans, the applicable provisions of Sections 201, 303, and 306 of the Standard Specifications and these Special Provisions.

This work shall also include the removal and/or modification of any interfering portions of existing sewer pipes, drop inlets, PCC encasements, etc., necessary to construct each manhole structure complete in place.

Concrete for manhole structures shall be Class 560 -C-3250. All reinforcing steel used in these structures shall be Grade 40 minimum. Fly ash additives and/or substitutes shall not be permitted.

The following is hereby added to Subsection 201-4.1, of the Standard Specification:

Concrete curing compound shall be Type 2.

The following is hereby added to Subsection 303-1.1, of the Standard Specification:

Once any excavation for the construction of a manhole structure is commenced, the Contractor must diligently pursue the completion of the structure, including structure backfill, compaction, and restoration of surface improvements and temporary paving. Open excavations shall be properly barricaded, backfilled or covered with steel traffic plates to the satisfaction of the Engineer at the end of each workday.

For new manholes on large sewer mains, or for manholes with extreme depths of cover, a larger diameter manhole will be required. The design of these larger manholes shall be

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

reviewed with and approved by the Water Resources Division. The larger manhole cover shall be in accordance with Standard Plan No. 1211 and these Special Provisions.

For larger manhole frames and covers, the Water Resources Division may require frames and covers fabricated of fiber reinforced polymer (FRP). These larger FRP manhole frame and cover sets shall be manufactured by GMI Composites, Inc., no equal.

The FRP frame and cover system shall meet the following requirements: contain 45 percent to 70 perce nt fiber reinforcement; thermoset resin with UV inhibitors to prevent photo degredation; minimum strength to weight ratio of 750:1; integrated gasket to minimize traffic shock, abate noise and orders and prevent water entry into manhole; skid slip resistance greater than 0.6 as described in ASTM C1028 Standard; and dimensional tolerance of 1/16-inch.

The FRP frame and cover shall be designed to exceed AASHTO H-20 loading by a factor of 2.5 (125,000 pounds) and shall meet AASHTO EN124 D400 loading (89,924 po und which exceeds AASHTO Proof Load of 50,000 pounds for severe traffic service) proof load on a 250 mm round plate for 30 seconds. Documentation of certified testing results shall be submitted including complete Fatigue Loading Test with no loss of carry ing performance and no visible damage (apply 16,000 pound point load for 2,000,000 cycles).

The FRP frame and cover shall be provided with a five (5) year guarantee.

6.12 REMOVE EXISTING MANHOLE STRUCTURES
Removal of existing manholes shall be accomplished in accordance with the project plans, City of Santa Ana Standards and Design Criteria, the applicable provisions of Section 306 of the Standard Specifications, and these Special Provisions.

The following is added to the third paragraph of Subsection 306 -5 of the Standard Specifications:

The top six inches of backfilled subgrade shall be compacted to a relative compaction of 90%.

6.13 ABANDON EXISTING SEWER MAIN
The Contactor shall abandon existing pipes per Section 306 -5 of the Standard Specifications, as specified herein, and as shown on the construction plans.

The Contractor shall provide traffic control as required and approved by the agency having jurisdiction. Under no circumstances shall the abandonment take place before existing sewers and manholes are out of service and all flow directed to the new or alternate pipes.

The abandon pipes shall be filled with sand cement slurry 1 -sack (941bs) of concrete. In lieu of slurry, the contractor may use low density cellular concrete, Elastizell (EF) or approved equal.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

The Contractor shall demonstrate that the pipe to be abandoned has been completely filled, without voids, by providing volume calculations for each placement of grout and materials strength tests as required by the City.

The Contractor is responsible for the selection methods and material to be used. Pipe abandonment shall be coordinated with the construction sequence. Appropriate plugs shall be installed by the Contractor, and grout shall be injected in an upslope manner to remove trapped air. Samples of the outgoing water (at the exit end) shall be made until the existing grout mix is observed to be similar to the grout being injected at the inlet end. The grouting plan, and grout mix design shall be submitted to the Engineer for review and approval prior to commencement of work.

6.14 ABANDON EXISTING MANHOLE STRUCTURES
The contractor shall abandon existing manhole structures in conformance to the Stand ard Specifications Section 306-5, as specified herein, and as shown on the construction plans and per City of Santa Ana Standard Plan No. 1209.

The contractor shall provide traffic control as required and approved by the agency having jurisdiction. Under no circumstances shall the abandonment take place before existing sewers and manholes are out of service and all flow directed to the new or alternate pipes.

The manhole wall shall be removed to 18-inches below finished surface and be completely removed and properly disposed of, unless otherwise shown.

The manhole base shall be perforated or cored through and filled with sand (SE 30 minimum).

The manhole rim and cover shall be salvaged and delivered to the City of Santa Ana Water Resources Division at 215 S. Center Street.

Existing pipe ends within manholes to be abandoned shall be plugged with concrete and bricks per section 306-5. Concrete shall be Class C and bricks shall be a manhole brick as specified in Section 202-1 of the Standard Specifications.

The contractor shall remove and replace all asphalt, concrete pavement, earthwork, landscaping, or other surface damaged by the abandonment operations per an in conformance with these provisions.

6.15 CONSTRUCT 4” OR 6” HIGH DENSITY POLYETH YLENE (HDPE) SEWER

LATERALS AND CLEANOUTS (PIPE BURST)
This work involves the installation of HDPE Pipe. Method of construction shall be via trenchless pipe replacement installations.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

all points of connection for each new sewer lateral at both ends: the wye at the public sewer main and the private connection point at property line where lateral cleanout will be constructed.” The Contractor shall insert a push camera wi th sounder/locator up the lateral from the main (insertion pit) to mark and locate the point of connection at the property line. All locations points shall be marked in the field prior to installation and construction of new sewer lateral.

Underground conduit construction shall conform to all applicable Subsections of Section 306 and Section 500 of the Standard Specifications, the Standard Plans and these Special Provisions.

High density polyethylene pipe in accordance with these specifications shall be u sed in pipe bursting or trenchless pipe replacement installations.

All piping system components shall be the products of one manufacturer and shall conform to the latest edition of ASTM D1248, ASTM D3350, and ASTM F714.

The HDPE pipe shall be a minimum of SDR 17 or as specified on the plans.

The HDPE pipe shall provide a structurally sound, impermeable, jointless pipe. It shall be the Contractor’s responsibility to comply with OSHA Standards and Regulations pertaining to all aspects of the work.

The HDPE pipe shall be chemically resistant to internal exposure to sewage containing small quantities of hydrogen sulfide, carbon dioxide, methane, mercaptans, kerosene, moisture and diluted sulfuric acid. It shall also be chemically and physically resistant to external exposure of soil, bacteria, roots and chemical attack due to material in the surrounding ground.

The polyethylene resin shall meet or exceed the requirements of ASTM D3350 for PE 3408 material with a cell classification of 345464C, or better.

The maximum allowable hoop stress shall be 800 psi at 73.4 degrees F.

The Hydrostatic Design Basis (HDB) shall be 1600 psi per ASTM D2837.

Material designation shall be PE 3408 following ASTM F412.

Pipe shall be assembled in accordance with ASTM D2657 or as otherwise approved by the Engineer.

Sanitary sewer pipe shall be green in color or contain green striping. Sanitary sewer pipe interior shall have a reflective coating for CCTV inspection.

Contractor shall video laterals prior to pipe bursting in order to identify any features that would disrupt the pipe bursting procedure.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

Construction of sewer lateral and cleanout shall be done in accordance with City of Santa Ana Standard Plan No. 1204A.

Insertion rate of HDPE pipe shall not exceed pipe tolerances any given time. Contractor shall maintain logs verifying pipe tolerances do not exceed pipe limitations. Any HDPE pipe stretched beyond its elastic limit or damaged in any way will be rejected.

Any defect which will affect the integrity or strength of the pi pe discovered during the warranty period shall be repaired at the Contractor’s expense.

The text of Subsection 306 -1.6 of the Standard Specifications is hereby deleted and replaced with the following:

Pipe shall be measured along the longitudinal axis betw een the ends as laid and shall include the actual pipe in place.

Joining of HDPE pipe shall be performed by thermal butt -fusion in accordance with the manufacturer’s recommendations. Internal weld beads formed by the thermal butt -fusion method shall be removed on the bottom 120 degrees of the pipe, minimum. The bead shall be removed to the pipe’s surface, but under no circumstances shall it be below it. The joint must sufficiently cool to ambient temperature before the bead is removed.

Butt-fused joint strength shall be equal to or greater than the strength of the pipe.

Threaded or solvent-cement joints and connections shall NOT be permitted.

A “Y” Branch fitting shall be installed on the sewer main at each lateral connection per City of Santa Ana Standard Plan No. 1204A. In the case where the lateral is to be connected to a sewer main that has been lined, a “Y” Saddle fitting shall be installed. The connection shall conform to the size and shape of the inside diameter of the new connection. Service connection openings shall be free from rough edges or protrusions. CORING OF NEW

SEWER MAIN TO ACCOMMODATE LATERAL CONNECTION SHALL NOT
BE ALLOWED.

At all locations where more than one (1) lateral serves a single parcel, Contractor shall expose existing lateral connection to the existing sewer main and verify that the lateral is active by CCTV inspection. In addition, the Contractor shall insert a pu sh camera with sounder/locator up the lateral from the main (insertion pit) to mark and locate the point of connection at the property line. If CCTV investigation is inconclusive, lateral shall be treated as active and shall be constructed per plan. If lateral is determined to be dead, lateral shall be plugged and abandoned in place.

The Contractor shall connect to the new sewer main and to the existing sewer lateral pipe at property line.

During construction, the Contractor shall make provisions for the c ollection of sewage from cutoff laterals. All sewer laterals shall be reconnected to the main before the termination of each working day.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

The Contractor shall submit all material information for sewer lateral cleanout connections and appurtenances prior to commencing work. The Engineer shall review and upon approval notify the Contractor by a memorandum. Non -approved materials shall not be used.

New submittals shall be required for material substitutions. The Engineer shall review and upon approval notify the Contractor by a memorandum.

All fittings shall be pressure rated and classified the same as adjoining pipe. The inside diameter shall match inside diameter of adjoining pipe and shall be designed for pipe bursting or pipe jacking applications.

Metal in saddles, clamps and appurtenances shall be 302 or 304 stainless steel following ASTM A240.

Elastomeric materials, gaskets, clamps and connectors shall be oil resistant and manufactured following ASTM F477.

The Contractor shall submit certification by the manufacturer of the pipe bursting system to have successfully completed training in operating the bursting head, installing proposed replacement pipe and operation and maintenance of all equipment to be used.

The Contractor shall submit certification by th e manufacturer of the fusing equipment having successfully completed training in handling replacement of pipe materials, butt - fusion of pipe joints and saddle fusion of fittings for service laterals, and operation and maintenance of all equipment to be use d. The Certificate of Training includes at a minimum: Installer’s name, date of issuance and process or product the person/s is/are certified to install. These certifications of training and operation of pipe bursting system shall be submitted prior to commencing pipe bursting work.

The curb and gutter shall be protected in place. If the Contractor damages curb, gutter, it shall be removed and replaced to match existing in accordance with City of Santa Ana Standard Plan No. 1101. This work shall also inc lude removal and replacement of PCC sidewalk, driveway panels and landscaping to facilitate construction of sewer laterals. PCC sidewalk and driveway approach panels shall be replaced to match existing in accordance with City of Santa Ana Standard Plan Nos. 1104 and 1112. Sidewalk replacement shall be from score line to score line, unless the sidewalk panels exceed four feet in length. At no time, shall a sidewalk panel floater be less than four feet from the nearest score line.

Landscaping shall be replaced in-kind.

6.16 CONSTRUCT 4” OR 6” POLYVINYL CHLORIDE (PVC) SEWER LATERALS AND

CLEANOUTS (OPEN TRENCH)
PVC sewer pipe shall be as manufactured by JM EAGLE or approved equivalent.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

Pipe shall be installed in compliance with ASTM D2321. Bedding material shall provide adequate and uniform support under the pipe.

Underground conduit construction shall conform to all applicable Subsections of Section 306 of the Standard Specifications, the Standard Plans and these Special Provisions.

There shall be no pipe joints from the sewer lateral cleanout connection to 20 feet into street right away. No pipe joints shall be allowed in the parkway.

Pipe joints shall not be deflected at any joint, either vertically or horizontally, beyond the limits specified by the manufacturer.

Construction of sewer lateral and cleanout shall be done in accordance with City of Santa Ana Standard Plan No. 1204, the contract plans and these Special Provisions.

A “Y” Branch fitting shall be installed on the sewer main at each lateral connection per City of Santa Ana Standard Plan No. 1204. In the case where the lateral is to be connected to a sewer main that has been lined, a “Y” Saddle fitting shall be installed. The connection shall conform to the size and shape of the inside diameter of the new connection. Service connection openings shall be free from rough edges or protrusio ns. CORING OF NEW

SEWER MAIN TO ACCOMMODATE LATERAL CONNECTION SHALL NOT
BE ALLOWED.

If CCTV investigation is inconclusive, lateral shall be treated as active and shall be constructed per plan. If lateral is determined to be dead, lateral shall be plugged and abandoned in place.

The Contractor shall connect to the new sewer main and to th e existing sewer lateral pipe at the property line. The existing sewer lateral shall be depicted on the construction plans based on the best information available. It is the Contractor’s responsibility to “locate all points of connection for each new sewer lateral at both ends: the wye at the public sewer main and the private connection point at property line where lateral cleanout will be constructed”, prior to installing new wye at the main. The Contractor shall insert a push camera with sounder/locator up the lateral from the main (insertion pit) to mark and locate the point of connection at the property line. All locations points shall be marked in the field prior to installation and construction of new sewer lateral. The new lateral shall be constructed perpendicular to the sewer main.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

The Contractor shall perform pipeline testing as directed by the Engineer in accordance with the applicable provisions of Subsection 306-1.4 of the Standard Specifications.

New submittals shall be required for material substitutions. The Engineer shall review and upon approval notify the Contractor by a memorandum.

During construction, the Contractor shall make provisions for the collection of sewage from cutoff laterals. All sewer laterals shall be reconnected to t he main before the termination of each working day.

The curb and gutter shall be protected in place. If the Contractor damages curb, gutter, it shall be removed and replaced to match existing in accordance with City of Santa Ana Standard Plan No. 1101. Th is work shall also include removal and replacement of PCC sidewalk, driveway panels and landscaping to facilitate construction of sewer laterals. PCC sidewalk and driveway approach panels shall be replaced to match existing in accordance with the City of Santa Ana Standard Plan No. 1104 and 1112. Sidewalk replacement shall be from score line to score line, unless the sidewalk panels exceed four feet in length. At no time, shall a sidewalk panel floater be less than four feet from the nearest score line.

Landscaping shall be replaced in-kind.

6.17 CONNECT SEWER LATERALS
This work shall include reconnecting existing sewer lateral to the new sewer main. This work shall include locating all existing laterals and pipe connection points, furnishing and installing new pipe and connections to the new main in accordance with City of Santa Ana Standard Plan Nos. 1204 and 1204A, replacement of street surface over trench as shown on drawings.

At all locations where more than one (1) lateral serves a single parcel, Contra ctor shall expose existing lateral connection to the existing sewer main and verify that the lateral is active by CCTV inspection. In addition, the Contractor shall insert a push camera with sounder/locator up the lateral from the main (insertion pit) to mark and locate the point of connection at the property line. If CCTV investigation is inconclusive, lateral shall be treated as active and shall be constructed per plan. If lateral is determined to be dead, lateral shall be plugged and abandoned in place.

During construction, the Contractor shall make provisions for the collection of sewage from cutoff laterals. All sewer laterals shall be reconnected to the main before the termination of each working day.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

6.18 CLOSED CIRCUIT TELEV ISION (CCTV) INSPECT ION OF SE WER MAIN AND

LATERALS
Following installation of pipe, CCTV inspection shall be performed on all newly constructed sewer mains and sewer laterals. This work shall also include cleaning of sewer main prior to videoing in accordance with section 500-1.1.4 of the Standard Specifications.

The scope of work includes the cleaning and videoing by means of remote CCTV. If a blockage in the pipe hampers the CCTV work, then the Contractor shall attempt to complete the CCTV work by televising from the opposite manhole (upstream or downstream) of the location. The operator immediately shall notify the Contractor. Then, the Contractor shall notify the Engineer.

CCTV inspections shall be delivered in an electronic format (DVD/USB drive) to the Engineer for review and approval.

A. All Pipe Assessment & Certification Program (PACP) header information shall be completed in accordance with the PACP Guidelines.

B. The documentation for the work shall consist of CCTV reports, database, logs, electronic reports, etc. noting important features during the inspection. The above documentation must be submitted to the City. The speed of travel during the inspection shall not exceed at any time more than 30 feet per minute, except noted otherwise.

C. The camera must be centered to provide accur ate distance measurements and locations of features in the sewer main. All observations shall be displayed and documented on video and identified by audio on PACP log. All video must be continuously metered from the manhole.

D. All lengths of installed sewer main and sewer laterals shall be documented by footage or stationing in the video. Sewer laterals shall be videoed up to the property line. The pipe shall be clean to ensure all defects and observations are logged and documented.

E. During inspection, the ope rating technician shall, in addition to his/her video (with audio) record of conditions, log in writing the location of all laterals, defects, misalignments, and other conditions and data pertinent to the physical condition and operation of the sewer main and sewer laterals.

Cleaning of the sewer main and laterals shall include removal of debris or foreign objects introduced during construction. Such debris shall be vacuumed from the system and shall not be washed or otherwise deposited downstream. Cleaning apparatus shall b e removed prior to insertion of the video camera. Under no circumstances shall cleaning apparatus be used in direct conjunction with video operations.

Under no circumstances will plugging and/or bypassing be permitted without prior approval and presence o f the Engineer. If plugging and/or bypassing are deemed necessary, the Contractor shall be responsible for plugging manhole outlets and/or

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

providing a bypass line for the effluent during videotaping. The sewer mains will be "in service" at the time of the video inspection.

If the video is of poor quality and not suitable for review, the Contractor shall re-video the line and resubmit to the City.

The video technician shall hold a current National Association of Sewer Service Companies (NASSCO) certificati on. Provide operator certification to the engineer for review and approval.

All CCTV work shall conform to the current NASSCO -PACP Standards for sewer main, and sewer lateral and these Special Provisions.

6.19 SEWER FLOW LEVEL MONITORING & ALARMING DEVICE
Contractor shall supply and install a Smart Cover® sewer flow level monitoring and alarming device as manufactured by Hadronex (760-291-1980). The flow level monitoring and alarming system shall be compatible with the existing sewer flow level and monitoring system utilized by the City’s Water Resources Division. Included in this item will be the first year maintenance fee assessed by the ala rming company for all sewer flow level monitoring & alarming devices installed.

6.20 REPAIR COUPLINGS
For sewer repairs, the Contractor shall use a double banded shielded sewer coupling. The coupling shall have excellent resistance to heavy earth loads, shear forces and deflection.

The coupling shall be able to connect similar and dissimilar pipe materials and sizes.

Clamps shall be stainless steel and have stainless steel grade 316 nuts and bolts. The gasket material shall be molded, one-piece elastomeric. The shield shall be heavy-duty, stainless steel. Increasing the band tension shall secure the pipe ends, forming a watertight, root - proof seal, impervious to infiltration and exfiltration. Sealing “O” rings under each clamp prevent the pipe end from slippage, for a reinforced joint seal.

The shielded sewer coupling shall be Flex-Seal®ARC shielded adjustable repair coupling manufactured by Mission Rubber Company or approved equal.

6.21 SEWER FLOW BYPASSING
The Contractor is responsible for the temporary handlin g of sewage, spill prevention and control, and odor control throughout any sewer flow bypass operation. Temporary handling of sewage includes bypass pumping, diversion, bypass piping, plugs, flow - through plugs and other means of handling of sewage flows. Contractor shall provide all materials, labor, supervision, and equipment for temporary handling of flow, including preparation and implementation of a spill prevention, control and countermeasure plan (SPCCP) to facilitate the work. The Contractor shall comply with the Regional Water Quality Control Board, Health Department, and Air Quality Management District permits and regulations.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

Contractor shall prepare a detailed bypass pumping plan for any temporary handling of sewage.

Contractor shall be respons ible for all aspects of the mobilization, set up, operation, management, monitoring, maintenance operation, pressure testing, spill containment, and spill management including clean up. When bypass pumping flows, the Contractor shall have at least one des ignated person on site 24 hours per day to operate, monitor and maintain the bypass pumping system and implement the spill prevention and control procedures.

For manhole bypassing, the Contractor shall install and operate a flow bypass system that shall limit the flow to zero (0) flow within the channel by using a bypass flow through tube for both rechanneling of the manhole base and when connecting to the existing sewer manhole.

The Contractor shall develop a Spill Prevention, Control and Countermeasure Plan (SPCCP) which shall include the following items:
• Identify all equipment, materials and labor necessary to prevent sewage spill in the event there is a sewage leak during bypassing of sewers. • A description of the Contractor’s plan to respond to a sewage spill should it occur. • The plan shall include a step by step procedure on how the equipment, materials and labor will be mobilized and implemented in the event of a spill. • Describe handling of sewage flow during a bypass system failure. • A plan identifying existing storm drains and materials used to block the openings in the event of a spill.
• As a minimum, include the following emergency overflow response equipment: a minimum of 10 -feet of pipe of each size and type used on the bypass system together with matching repair couplings; rubber matting to overlap storm drain inlets by a minimum of 24 -inches on all sides; for inlets in traffic, the grating removed and wrapped with rubber sheeting and reinstalled; a minimum of one 48- inch wide by 36 foot long roll of rubber matting and the equivalent of eight cubic yards of sandbags in a pre -loaded truck ready for use in addition to the materials required to cover storm drain inlets; and temporary sewer and storm drain plugs to manage collection and disposal of any sewage overflows.

The Contractor shall prepare an Odor Control Plan identifying and locating any potential construction activities that might produce odors. The plan shall describe the means of mitigating the odors and identifying all materials, equipment and systems the Contractor is planning to use. Potential nuisance odor areas shall include open manholes, and open sewers where gases may be present or can be released. During bypass pumping, manholes

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

upstream of the pump shall also be considered as potential odor sources due to the blocking off of the airflow in the headspace of sewer.

The Contractor shall submit the following as part of the Sewer Bypass Plan:
• Plans showing the details of each installation site. For bypass pumping, the plans shall include the arrangement of the temporary pumping equipment, location of suction and discharge points, routing of bypass piping, method of protection of equipment and piping from traffic, and whether the piping is buried, exposed or pipe ramps.
• For gravity bypasses, the plans shall include locations of temporary flow -through plugs, sewer plugs and bypass discharge piping.
• A description of how the bypass system will be controlled and operated. Describe the method of control, the procedure and time requirement s for switching to the standby equipment and alarm notification.
• Capacities of pumps, prime movers and standby equipment. Design calculations proving adequacy of the bypass system and selected equipment. • Standby power source for bypass pumping.
• Staffing plan for maintaining equipment for 24-hour continuous, reliable operation on weekdays and/or weekend days.
• Noise and Odor Control Plan.
• Plan showing the existing sewer line and the proposed points of flow interruption and/or flow diversion.
• Construction time schedule showing anticipated times of flow interruption and/or flow diversion.
• Spill Contingency Plan detailing precautions to be implemented to prevent sewage spills including specific responses and control measures to follow during an overflow result ing from breakage or blockage and maintenance and inspection schedules to detect potential problems to mitigate the potential release resulting from overflows, bypass pipe ruptures, and blockages.

The Contractor shall provide temporary pumps, conduits, and other equipment to bypass the sewer flow. Engine -driven pumps shall be equipped with mufflers and/or shall be enclosed to keep the noise level within the City’s Noise Ordinance. Pumps and bypass lines shall be of adequate capacity and size to handle the flows.

Bypass duty and standby pumps shall be designed for raw sewage applications, resistant to ragging, and capable of passing a 3 -inch solid sphere. Pumps shall be self -priming with

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

suction lift sufficient to avoid sewer surcharge. The self -priming system shall allow the pump to start dry and run dry without causing damage. Pumps may be equipped with a vacuum assisted self-priming device. Any orifice designed to discharge air during pump priming shall be connected to a portable activated carbon scru bber. All engines shall be critically silenced for sound control and regardless of noise level, soundproofing shield not less than eight feet high shall be provided around each engine to absorb noise. 100% standby pumping shall be provided. Standby pump shall be sized to match the duty pump.

Standby pumping equipment shall be at the site continuously during bypassing to provide standby pumping capacity.

Above ground bypass piping shall be high density polyethylene (HDPE) pipe, steel or aluminum pipe with grooved couplings. HDPE shall be butt welded and have a minimum wall thickness of SDR 17. For protection against damage, the bypass piping shall be protected in place by barrier or crash cushions when adjacent to traffic. All temporary connections to existing and new manholes shall be properly covered and sealed to prevent nuisance odors from escaping into the atmosphere. When the bypass piping discharges into a manhole, the discharge pipe shall extend into the manhole, ending at the elevation of the center of the trunk sewer. All valves used on the bypass system shall be open port gate, plug or ball valves.

Temporary plugs shall be appropriate for the application. Plugs shall be heavy -duty inflatable type with a steel rod through plug centerline, a retaining plate and an eye-lift on both ends. Plugs shall have a flexible sealing design to compensate for any irregular interior surface of the pipe.

Flow-through plugs shall be appropriate for the application and provided with the required configuration to perform the bypass. The flow-through plug shall consist of a flow-through plug and a flexible hose. The flexible hose shall be rubber coated, heavy duty, nylon hose with and enclosed steel helix coil. The flow-through plug shall attach to the flexible hose using high torque, stainless steel pipe clamps. The flow -through plugs shall be equipped with continuous pressure monitoring.

The Contractor shall take all necessary precautions, including constant monitoring of bypass pumping to prevent sewag e spills due to back -up and/or overflow resulting from breakage or blockage of the bypass system. The Contractor shall provide experienced personnel knowledgeable in the operation of the bypass equipment to monitor each bypass when the bypass is installed and operating. At no time shall the bypass system be left unattended during operation by the designated personnel.

The bypass system (all equipment) shall be fully tested prior to commencing bypass operation, including back-up pumps.

CITY OF SANTA ANA

APPENDIX I
PROJECT NO.: XX-XXXX

PROJECT TITLE

6.22 SUBMITTALS
Sewer main pipe and appurtenance submittals shall include, but not limited to the following manufacturer information:

1. SDR-26 PVC pipe, VCP pipe, and or other as approved by the Engineer

2. Fittings and Bends

3. Sewer Main Encasement Materials

4. Adapters/Repair Couplings/Gaskets

5. Sewer Bypass Plan and Overflow Plan

6. Sample of proposed backfill material (approximate one gallon bag) Sewer manhole structures shall be in conformance with all City of Santa Ana Standard Plans, the Standard Specifications, and these Special Provisi ons and not limited to the following manufacturer information:

1. Sewer Manhole Structure- Material composition, frame and cover

2. Terminal Cleanout Structure- Material composition, frame and cover

3. Sewer Flow Monitoring and Alarming Device
Sewer laterals shall be in conformance with all City of Santa Ana Standard Plans, the Standard Specifications, and these Special Provisions and not limited to the following manufacturer information:

1. SDR-26 PVC pipe, VCP pipe, HDPE pipe, and or other as approved by the Engineer

2. Cleanout Structure- Material composition, frame and cover

3. Fittings

4. Adapters/Repair Couplings/Gaskets

APPENDIX H

SEWER LA TERAL MAINTENANCE FL YER

SEWER LATERAL MAINTENANCE
City of Santa Ana Public Works Agency
Wastewater from your residence is carried to the City’s sewer main through a sewer lateral pipe. As a property owner you are responsible for the maintenance, operation, cleaning, repair, and reconstruction of your lateral. In some cases, if warranted, the City can assist property owners with sewer lateral repairs or replacement. Read the following FAQs for more information.
sewer lateral repair/replacement support
(714 ) 647-3320
Cleanout
Possible Blockages:

Grease & Roots
Property owner is responsible for entire lateral.

Sidewalk Curb
Property Line
Street
Private Property Sewer Lateral

SEWER LATERAL MAINTENANCE
City of Santa Ana Public Works Agency
What is a private sanitary sewer lateral?
A private sanitary sewer lateral is an underground pipe that is part of your home’s plumbing. It conveys wastewa- ter from your home to the City’s sewer system.

What is a cleanout?
A cleanout is a vertical pipe from an underground lateral to the surface. If your home doesn’t have a cleanout, you may want to add one near your house.

Who is responsible for the maintenance
of the private sewer lateral?
Property owners are solely responsible for maintenance, operation, cleaning, repair and reconstruction for the entire length of the private sewer lateral from their house to the point of connection with the City’s public sewer main.

Does the city have a lateral assistance
program?
The City has established a program that, when possible, allows the City to provide assistance in the replacement or repair of severely damaged private sewer laterals. Where City resources are available, the program uses City crews to repair or replace the portion of your private lateral within the public right-of-way. This can be a significant cost savings to you. For more information about the City’s Sewer Lateral Repair or Replacement Program please call (714) 647-3320.

Who is eligible for the program?
Property owners whose private sewer laterals connect to the City’s sewer system are eligible for the program. How- ever, the lateral must have a cleanout to allow access for inspection equipment. The lateral must also be free of de- bris (roots, grease, etc.) that could prevent City inspection equipment access through the entire length of the lateral.

What do I need to do before I ask the
City for lateral assistance?
Ensure that your lateral has been cleaned (or jetted) by a professional plumber. Ask your plumber to provide evi- dence that lateral was properly cleaned (i.e. CD/DVD).

If an inspection identifies damage to your private lateral (within the public right-of-way) that warrants repairs or replacement, please contact the City at (714) 647-3320 for further assistance. If your plumber provides an inspection video, the City can assist with your review of it.

Why are defective laterals a problem?
Broken sewer laterals can allow roots or debris into the pipe, which may cause blockages, backups, or overflows.

Leaking pipes can also allow wastewater to reach ground- water, which may contribute to water pollution or cause sinkholes. Sewer laterals should be routinely maintained and inspected to assess its condition and identify the need for repairs or replacement. This is not a service provided by the City and is the homeowner’s responsibility.

Why is it important to keep rainwater
from entering sanitary laterals?
Defects and prohibited connections to private sanitary lat- erals allow rain and surface water to enter the City’s sewers.

This extra water increases treatment costs and may over- load the public sewer system causing overflows. Prohibited connections include roof downspouts, groundwater sump
pumps, foundation drains, and drains from window wells, driveways, etc.

How can I protect my property from
a sewer overflow?
Help protect your property and the environment by
following these tips:
• Routinely clear roots, grease, debris, or blockages in the lateral all the way to the connection to the sewer main. • Routinely inspect your lateral to assess its condition and identify the need for repairs or replacement.
• Maintain/repair your private sewer lateral to meet current regulations and area plumbing codes.
• Remove any prohibited storm water connections.
• Know where your cleanout is located for quick access to clear blockages or stop backups.
• Keep your cleanout cap on and in good shape. This keeps out rain and debris that can cause blockages, back-ups or overflows.
sewer lateral repair/replacement support (714 ) 647-3320 CSA.109 0515

APPENDIX I

SAMPLE VIDEO INSPECTION LOG

AND INPSECTION REPORT

Houston & Harris PCS, Inc. 21831 Barton Rd. Grand Terrace, CA 92313Tel: 909-422-8990Fax: 909-422-0841E-mail: [email protected] : Santa AnaInspection ReportDateP/O. No.WeatherSurveyor's NameiWater ID:Section No.Certificate No.Survey CustomerSystem OwnerDate CleanedPre-CleaningSewer CategoryStreetUse of SewerUpstream MHCityDrainage AreaDowstream MHLoc. detailsFlow ControlDir. of SurveyLocation CodeLength surveyedSection LengthPurpose of SurveyJoint LengthYear LaidDia./HeightYear RehabilitatedMaterialTape / Media No.Lining MethodAdd. Information :
5/18/2022 DryMIGUEL1279286U-1220-70400631 Jetting S BRISTOL STSanta AnaSanitary350.12 ftJ08-028K08-010Upstream350.12 ftRoutine Assessment15 inchVitrified Clay Pipe1:855PositionCodeObservationGrade Task 01-0821 // Page: 1

0.00AMHDownstream Manhole, Survey Begins / K08-0100.00MWLWater Level, 20 %of cross sectional area100.53MGPGeneral Photograph132.54TFTap Factory Made, at 11 o'clock, -, within 8inches of joint: YES, 04"139.02TFTap Factory Made, at 01 o'clock, -, within 8inches of joint: YES, 04"186.97TFTap Factory Made, at 01 o'clock, -, within 8inches of joint: YES, 04"199.24TFTap Factory Made, at 11 o'clock, -, within 8inches of joint: YES, 04"200.85MGPGeneral Photograph237.57TFTap Factory Made, at 01 o'clock, -, within 8inches of joint: YES, 04"300.61MGPGeneral Photograph304.62TFTap Factory Made, at 11 o'clock, -, within 8inches of joint: YES, 04"310.72TFTap Factory Made, at 11 o'clock, -, within 8inches of joint: YES, 04"350.12AMHUpstream Manhole, Survey Ends / J08-028 K08-010
0 FT
100.53 FT
200.85 FT
300.61 FTJ08-028QSRQMRSPRMPROPRSPRIMPRIOPRI00000000000000 Houston & Harris PCS, Inc. 21831 Barton Rd. Grand Terrace, CA 92313Tel: 909-422-8990Fax: 909-422-0841E-mail: [email protected] : Santa AnaInspection photosCity :Street :Date :iWater ID :Section No :Santa AnaS BRISTOL ST5/18/20221279286 Task 01-0821 // Page: 2
Photo: 20220518-286-2307.JPG0FT, Water Level, 20 %of cross sectional area Photo: 20220518-286-2308.JPG100.53FT, General Photograph Houston & Harris PCS, Inc. 21831 Barton Rd. Grand Terrace, CA 92313Tel: 909-422-8990Fax: 909-422-0841E-mail: [email protected] : Santa AnaInspection photosCity :Street :Date :iWater ID :Section No :Santa AnaS BRISTOL ST5/18/20221279286 Task 01-0821 // Page: 3
Photo: 20220518-286-2309.JPG200.85FT, General Photograph Photo: 20220518-286-2310.JPG300.61FT, General Photograph Houston & Harris PCS, Inc. 21831 Barton Rd. Grand Terrace, CA 92313Tel: 909-422-8990Fax: 909-422-0841E-mail: [email protected] : Santa AnaInspection ReportDateP/O. No.WeatherSurveyor's NameiWater ID:Section No.Certificate No.Survey CustomerSystem OwnerDate CleanedPre-CleaningSewer CategoryStreetUse of SewerUpstream MHCityDrainage AreaDowstream MHLoc. detailsFlow ControlDir. of SurveyLocation CodeLength surveyedSection LengthPurpose of SurveyJoint LengthYear LaidDia./HeightYear RehabilitatedMaterialTape / Media No.Lining MethodAdd. Information :
1/31/2022 DryMIGUEL1395148U-1220-70400631 Jetting W MC FADDEN AVSanta AnaSanitary331.55 ftK08-008K08-009Downstream331.55 ftRoutine Assessment12 inchPolyvinyl Chloride1:486PositionCodeObservationGrade Task 01-0821 // Page: 1

0.00AMHUpstream Manhole, Survey Begins / K08-0080.00MWLWater Level, 10 %of cross sectional area11.00MWLWater Level, 40 %of cross sectional area67.22MWLWater Level, 20 %of cross sectional area71.59TFTap Factory Made, at 11 o'clock, -, within 8inches of joint: YES, 06"78.27TFTap Factory Made, at 02 o'clock, -, within 8inches of joint: YES, 06"107.00MGPGeneral Photograph111.77TFTap Factory Made, at 11 o'clock, -, within 8inches of joint: YES, 06"118.32TFTap Factory Made, at 02 o'clock, -, within 8inches of joint: YES, 06"153.43MWLWater Level, 40 %of cross sectional area160.92TFTap Factory Made, at 11 o'clock, -, within 8inches of joint: YES, 06"162.74TFTap Factory Made, at 02 o'clock, -, within 8inches of joint: YES, 06"182.96MWLWater Level, 20 %of cross sectional area198.53MWLWater Level, 30 %of cross sectional area202.37MGPGeneral Photograph K08-008
0 FT
107 FT
202.37 FT
Houston & Harris PCS, Inc. 21831 Barton Rd. Grand Terrace, CA 92313Tel: 909-422-8990Fax: 909-422-0841Email: [email protected] : Santa AnaInspection ReportDate :Job number :Weather :Operator :Counter :Section name :Present :Vehicle :Camera :Preset :Cleaned :Rate :1/31/2022 DryMIGUEL148 Jetting 1:486PositionCodeObservationRate Task 01-0821 // Page: 2
206.05TFTap Factory Made, at 11 o'clock, -, within 8inches of joint: YES, 06"214.56TFTap Factory Made, at 02 o'clock, -, within 8inches of joint: YES, 06"252.11TFTap Factory Made, at 11 o'clock, -, within 8inches of joint: YES, 06"263.01TFTap Factory Made, at 02 o'clock, -, within 8inches of joint: YES, 06"294.65TFTap Factory Made, at 11 o'clock, -, within 8inches of joint: YES, 06"318.38TFTap Factory Made, at 02 o'clock, -, within 8inches of joint: YES, 06"331.55AMHDownstream Manhole, Survey Ends / K08-009K08-009 QSRQMRSPRMPROPRSPRIMPRIOPRI00000000000000
Houston & Harris PCS, Inc. 21831 Barton Rd. Grand Terrace, CA 92313Tel: 909-422-8990Fax: 909-422-0841E-mail: [email protected] : Santa AnaInspection photosCity :Street :Date :iWater ID :Section No :Santa AnaW MC FADDEN AV1/31/20221395148 Task 01-0821 // Page: 3
Photo: 20220131-148-1354.JPG0FT, Water Level, 10 %of cross sectional area Photo: 20220131-148-1355.JPG107FT, General Photograph
Houston & Harris PCS, Inc. 21831 Barton Rd. Grand Terrace, CA 92313Tel: 909-422-8990Fax: 909-422-0841E-mail: [email protected] : Santa AnaInspection photosCity :Street :Date :iWater ID :Section No :Santa AnaW MC FADDEN AV1/31/20221395148 Task 01-0821 // Page: 4
Photo: 20220131-148-1356.JPG202.37FT, General Photograph Houston & Harris PCS, Inc. 1655 Riverview Dr San Bernardino, CA 92408Tel: 909-422-8990Fax: 909-422-0841E-mail: [email protected] : SANTA ANAInspection ReportDateP/O. No.WeatherSurveyor's NameiWater IDSection No.Certificate No.Survey CustomerSystem OwnerDate CleanedPre-CleaningSewer CategoryStreetUse of SewerUpstream MHCityDrainage AreaDowstream MHLoc. detailsFlow ControlDir. of SurveyLocation CodeLength surveyedSection LengthPurpose of SurveyJoint LengthYear LaidDia./HeightYear RehabilitatedMaterialTape / Media No.Lining MethodAdd. Information :
9/16/2022 DryNOEL O.1524239U-0721-70402267 Jetting GRAND AVESANTA ANASanitary470.10 ftL11-013L11-014Downstream470.10 ftMaintenance Related18 inchVCP1:1140PositionCodeObservationGrade Task 03-0222 // Page: 1

0.00MWLWater Level, 20 %of cross sectional area0.00AMHUpstream Manhole, Survey Begins / L11-013169.41TBATap Break-In Active, at 10 o'clock, -, within 8inches of joint: YES, 4"185.56TBTap Break-In, at 02 o'clock, -, within 8 inches ofjoint: YES, 6"226.39MGPGeneral Photograph267.90TBTap Break-In, at 02 o'clock, -, within 8 inches ofjoint: YES, 4"273.61TBDM 3Tap Break-In Defective, at 10 o'clock, -, , within8 inches of joint: YES, 4", 4" / DEPOSIT'S IN L/T370.44TBBTap Break-In Abandoned, at 10 o'clock, -, within8 inches of joint: YES, 4"375.02TBBTap Break-In Abandoned, at 03 o'clock, -, within8 inches of joint: YES, 6"460.54TBCM 2Tap Break-In Capped, at 10 o'clock, -, within 8inches of joint: YES, 6"464.88TBTap Break-In, at 10 o'clock, -, within 8 inches ofjoint: YES, 4"470.10AMHDownstream Manhole, Survey Ends / L11-014 L11-013
0 FT
0 FT
226.39 FT
470.1 FTL11-014QSRQMRSPRMPROPRSPRIMPRIOPRI0000312105502.52.5 Houston & Harris PCS, Inc. 1655 Riverview Dr San Bernardino, CA 92408Tel: 909-422-8990Fax: 909-422-0841E-mail: [email protected] : SANTA ANAInspection photosCity :Street :Date :iWater ID :Section No :SANTA ANAGRAND AVE9/16/20221524239 Task 03-0222 // Page: 2
Photo: L11-013-L11-014-0-9162022-041702.JPG0FT, Water Level, 20 %of cross sectional area Photo: L11-013-L11-014-0-9162022-041639.JPG0FT, Upstream Manhole, Survey Begins Houston & Harris PCS, Inc. 1655 Riverview Dr San Bernardino, CA 92408Tel: 909-422-8990Fax: 909-422-0841E-mail: [email protected] : SANTA ANAInspection photosCity :Street :Date :iWater ID :Section No :SANTA ANAGRAND AVE9/16/20221524239 Task 03-0222 // Page: 3
Photo: L11-013-L11-014-226.3902-9162022-042545.JPG226.39FT, General Photograph Photo: L11-013-L11-014-470.0976-9162022-043547.JPG470.1FT, Downstream Manhole, Survey Ends UpstreamMH DownstreamMH PipeLength (ft) Diameter (in) VideoReports Notes CCTVDate CleanJetDate Cleaned by Contractor Clean\Jet Cycle Contractor Clean Date Contractor CCTV Date J08-028 K08-010 350.36 15 1591-08 5/17/2022 18:00 11/30/2024 W 9 5/18/2022 5/18/2022 H09-008 H09-065 170.18 24 Formerly OCSD 5/16/2022 18:00 3/15/2024 NO E 5 5/17/2022 5/17/2022 H09-006 H09-007 228.45 24 Formerly OCSD 5/16/2022 18:00 3/2/2024 NO E 5 5/17/2022 5/17/2022 H09-005 H09-006 219.99 24 Formerly OCSD 5/15/2022 18:00 3/2/2024 NO E 5 5/16/2022 5/16/2022 H09-004 H09-005 321.70 24 Formerly OCSD 5/15/2022 18:00 3/2/2024 NO E 5 5/16/2022 5/16/2022 J09-036 J09-035 396.20 6 1503-05 Line almost overflowed causing leak in 409 W Bishop after hours 3/2/24 Rafael/Ivan 5/12/2022 18:00 6/18/2024 NO E 9 5/13/2022 5/13/2022 H09-001 H09-045 215.00 6 1671-266 5/11/2022 18:00 2/23/2024 NO E 5 5/10/2022 5/12/2022 G10-009 H10-015 308.85 6 1486-16 5/11/2022 18:00 4/20/2024 NO E 6 5/12/2022 5/12/2022 I09-027 J09-037 338.43 6 1503-03 5/11/2022 18:00 6/18/2024 NO E 9 5/11/2022 5/12/2022 I09-028 J09-047 332.48 6 1672-149 5/11/2022 18:00 2/7/2024 NO E 9 5/12/2022 5/12/2022 G09-040 G09-041 139.63 6 1671-381 dead end on upstream side 5/3/2022 18:00 4/12/2024 NO E 6 5/4/2022 5/4/2022 G09-042 G09-043 201.42 6 1671-382 5/3/2022 18:00 4/20/2024 NO E 6 5/4/2022 5/4/2022 G09-041 G09-042 296.19 6 1671-380 5/3/2022 18:00 4/12/2024 NO E 6 5/4/2022 5/4/2022 G09-043 H10-009 234.23 1671-383 5/3/2022 18:00 4/20/2024 NO E 6 5/4/2022 5/4/2022 H09-020 H09-021 218.55 6 1545-06 smart cover alarm/call out 5/2/2022 18:00 3/4/2024 NO E 5 5/3/2022 5/3/2022 H09-018 H09-019 318.29 6 1671-272 Called out for videoing 5/2/2022 18:00 2/13/2024 NO E 5 4/29/2022 5/3/2022 H09-011 H09-012 135.30 8 1671-282 5/2/2022 18:00 2/16/2024 E 5 4/29/2022 5/3/2022 G09-027 G09-028 324.96 15 1671-362 By CCTV Contractor 5/2/2022 18:00 2/16/2024 NO E 5 5/3/2022 5/3/2022 H09-019 H09-020 175.30 8 1545-05 pipe diamiter is 6" not 8" 5/2/2022 18:00 3/2/2024 NO E 5 5/3/2022 5/3/2022 G09-026 G09-027 115.41 15 1671-255 By CCTV Contractor 5/2/2022 18:00 2/16/2024 E 5 5/3/2022 5/3/2022 H09-010 H09-011 502.43 6 1671-283 4/28/2022 18:00 2/16/2024 E 5 4/29/2022 4/29/2022 H09-047 H09-031 203.00 10 1671-220 4/28/2022 18:00 3/15/2024 NO E 5 4/29/2022 4/29/2022 H09-045 H09-046 314.87 10 1671-218 Liner 4/27/2022 18:00 3/15/2024 NO E 5 4/28/2022 4/28/2022 H09-046 H09-047 108.00 10 1671-219 4/27/2022 18:00 3/15/2024 NO E 5 4/28/2022 4/28/2022 G10-040 G10-038 445.81 6 1672-154 Root foaming, August 2018 3/17/2022 18:00 4/20/2024 NO E 6 2/22/2022 3/18/2022 G10-048 G10-049 434.49 6 1484-10 3/17/2022 18:00 4/11/2024 NO E 6 2/22/2022 3/18/2022 H10-031 H10-032 368.00 6 1257-10 3/16/2022 18:00 4/11/2024 NO E 6 3/9/2022 3/17/2022 H11-064 H11-032 295.20 10 1506-20 3/16/2022 18:00 7/6/2024 NO E 6 3/9/2022 3/17/2022 H10-025 H10-026 308.35 10 1541-04 3/16/2022 18:00 4/19/2024 E 6 3/15/2022 3/17/2022 H10-024 H10-025 314.37 10 1541-03 3/16/2022 18:00 4/19/2024 NO E 6 3/15/2022 3/17/2022 I11-020 I11-021 402.03 6 1546-21 3/15/2022 18:00 1/10/2024 NO E 8 3/15/2022 3/16/2022 H10-034 H10-035 328.50 6 1501-01 3/14/2022 18:00 4/15/2024 NO E 6 3/9/2022 3/15/2022 H11-060 H11-059 297.63 10 1506-29 3/14/2022 18:00 7/6/2024 NO E 6 3/9/2022 3/15/2022 H11-065 H10-033 402.99 6 1500-23 3/14/2022 18:00 4/15/2024 NO E 6 3/9/2022 3/15/2022 H10-033 H10-034 333.77 6 1500-25 3/14/2022 18:00 4/15/2024 NO E 6 3/9/2022 3/15/2022 H11-077 H11-068 275.51 10 1500-20 3/10/2022 16:00 4/4/2024 NO E 6 3/9/2022 3/11/2022 H11-064 H11-065 135.01 6 1500-22 3/10/2022 16:00 4/15/2024 NO E 6 3/9/2022 3/11/2022 H11-068 H11-064 309.66 10 1500-21 3/10/2022 16:00 4/11/2024 NO E 6 3/9/2022 3/11/2022 H11-069 H11-070 348.26 6 1545-25 3/9/2022 16:00 4/4/2024 NO E 6 2/28/2022 3/10/2022 H11-069 H11-070 331.40 1545-25 3/9/2022 16:00 4/4/2024 NO E 6 2/28/2022 3/10/2022 H11-070 H11-071 454.51 6 1546-01 3/9/2022 16:00 4/4/2024 NO E 6 2/28/2022 3/10/2022 H10-020 H10-023 325.00 8 1546-27 grease deposits though out pipeline 3/9/2022 16:00 4/19/2024 NO E 6 3/2/2022 3/10/2022 H10-019 H10-020 310.00 8 1500-15 3/9/2022 16:00 4/19/2024 NO E 6 2/28/2022 3/10/2022 H10-061 H10-020 270.00 8 1500-17 3/9/2022 16:00 4/19/2024 NO E 6 2/28/2022 3/10/2022 H10-073 H10-019 310.00 8 1500-14 3/8/2022 16:00 4/4/2024 NO E 6 2/28/2022 3/9/2022 H10-018 H10-073 310.00 8 3/8/2022 16:00 4/4/2024 NO E 6 2/28/2022 3/9/2022 H10-032 H10-063 87.00 6 1540-30 3/8/2022 16:00 4/11/2024 NO E 6 3/2/2022 3/9/2022 H10-030 H10-031 452.00 6 1672-158 3/8/2022 16:00 4/11/2024 NO E 6 3/2/2022 3/9/2022 H11-068 H10-030 452.99 6 1500-18 3/8/2022 16:00 4/4/2024 NO E 6 3/2/2022 3/9/2022 H10-017 H10-018 303.99 8 1500-12 lots of offset joints, big sags 3/8/2022 16:00 4/3/2024 NO E 6 2/28/2022 3/9/2022 H10-063 H10-024 324.76 8 1541-02 3/8/2022 16:00 4/19/2024 NO E 6 7/19/2022 7/20/2022 7:00 H11-080 H11-074 40.40 8 1610-04 3/2/2022 16:00 3/22/2024 NO E 6 3/1/2022 3/3/2022 H11-074 H11-075 310.06 10 1672-102 3/2/2022 16:00 4/3/2024 NO E 6 3/1/2022 3/3/2022 G10-017 G10-018 481.29 6 1484-28 3/2/2022 16:00 3/20/2024 NO E 6 2/25/2022 3/3/2022 H10-072 H10-002 310.00 8 1500-09 3/2/2022 16:00 4/3/2024 NO E 6 2/28/2022 3/3/2022 H11-075 H11-076 276.51 10 1500-08 3/2/2022 16:00 4/4/2024 NO E 6 3/1/2022 3/3/2022 H11-078 H11-075 378.79 6 1456-10 3/2/2022 16:00 4/3/2024 NO E 6 3/1/2022 3/3/2022 H10-001 H10-072 311.00 8 3/2/2022 16:00 4/3/2024 NO E 6 2/25/2022 3/3/2022 H11-076 H11-077 89.82 10 1456-13 3/2/2022 16:00 4/4/2024 NO E 6 3/1/2022 3/3/2022 G10-030 G10-053 243.99 6 1484-13 3/2/2022 16:00 3/14/2024 NO E 6 2/28/2022 3/3/2022 G10-047 G10-048 362.95 6 1672-153 3/1/2022 16:00 4/11/2024 NO E 6 2/25/2022 3/2/2022 H11-073 H11-074 393.67 10 1451-14 3/1/2022 16:00 3/22/2024 NO E 6 3/1/2022 3/2/2022 G11-001 G11-002 440.00 10 1672-103 3/1/2022 16:00 3/21/2024 NO E 6 2/28/2022 3/2/2022 G10-043 G10-044 418.57 8 1500-03 3/1/2022 16:00 3/22/2024 NO E 6 2/28/2022 3/2/2022 G10-044 H11-080 187.87 8 1610-03 3/1/2022 16:00 3/22/2024 NO E 6 2/28/2022 3/2/2022 G10-016 G10-047 350.06 6 1484-08 3/1/2022 16:00 3/20/2024 E 6 2/25/2022 3/2/2022 G11-002 H11-073 379.00 10 1672-104 3/1/2022 16:00 3/22/2024 NO E 6 2/28/2022 3/2/2022 G10-041 G10-040 476.98 6 1484-05 2/28/2022 16:00 3/21/2024 NO E 6 2/28/2022 3/1/2022 G10-053 G10-027 219.79 12 1483-32 undoqumented mh g10-053a 2/23/2022 16:00 3/14/2024 NO E 6 2/24/2022 2/24/2022 G11-004 G10-032 190.19 6 1456-04 starter from custer st 2/23/2022 16:00 3/8/2024 E 6 2/24/2022 2/24/2022 G10-054 G10-053 195.99 12 1483-31 2/23/2022 16:00 3/14/2024 NO E 6 2/24/2022 2/24/2022 G10-056 G10-054 353.96 12 1483-30 2/23/2022 16:00 3/14/2024 NO E 6 2/24/2022 2/24/2022 G10-032 G11-010 360.01 8 1456-05 2/23/2022 16:00 3/8/2024 E 6 2/24/2022 2/24/2022 G10-053 G10-027 225.46 12 1483-32 undoqumented mh g10-053a 2/23/2022 16:00 4/11/2024 NO E 6 G10-015 G10-017 464.88 6 1672-98 2/23/2022 16:00 3/20/2024 NO E 6 2/24/2022 2/24/2022 H09-026 H09-020 215.46 8 1454-08 By CCTV Contractor 2/22/2022 16:00 3/2/2024 NO E 5 1/21/2022 2/23/2022 H10-044 H10-045 373.00 6 1506-01 2/15/2022 16:00 4/23/2024 NO E 6 1/21/2022 2/16/2022 J08-034 J08-033 332.10 15 1591-06 2/8/2022 16:00 11/30/2024 W 9 1/27/2022 2/9/2022 J08-033 J08-028 330.24 15 1591-07 2/8/2022 16:00 11/30/2024 W 9 1/27/2022 2/9/2022 H09-061 H09-036 276.54 6 1671-276 grease pluggage 1/25/2022 16:00 2/26/2024 NO E 5 1/7/2022 1/26/2022 H09-023 H09-062 311.41 6 1671-165 cleaned per supervisor request; debree 1/24/2022 16:00 2/14/2024 NO E 5 1/21/2022 1/25/2022 H09-056 H09-055 374.44 12 1671-234 1/24/2022 16:00 2/13/2024 NO E 5 1/21/2022 1/25/2022 H09-036 H09-035 465.00 8 1671-111 1/24/2022 16:00 3/7/2024 E 5 1/21/2022 1/25/2022 H09-022 H09-023 307.80 6 1671-164 1/24/2022 16:00 2/14/2024 NO E 5 1/21/2022 1/25/2022 H09-017 H09-018 46.00 6 1671-271 1/23/2022 16:00 2/12/2024 NO E 5 1/14/2022 1/24/2022 H09-013 H09-014 443.99 6 1671-156 1/23/2022 16:00 2/21/2024 E 5 1/21/2022 1/24/2022 H09-016 H09-017 210.00 6 1671-270 1/23/2022 16:00 2/12/2024 NO E 5 1/21/2022 1/24/2022 H09-014 H09-015 136.00 6 1671-158 1/23/2022 16:00 2/21/2024 E 5 1/14/2022 1/24/2022 H10-047 H10-048 406.77 6 1501-02 offset joint 37.5 feet down rvp ok 1/21/2022 8:00 4/19/2024 NO E 6 1/19/2022 1/21/2022 309.05 12 1/21/2022 3/2/2024 NO E 5 1/21/2022 1/21/2022 H10-048 H10-049 185.00 6 1501-04 1/21/2022 4/19/2024 NO E 6 1/19/2022 1/21/2022 H10-057 H10-058 456.02 6 1501-05 big sag 145 feet down intruding tap 397 feet down rvp ok bad line 1/21/2022 4/23/2024 NO E 6 1/19/2022 1/21/2022 H09-055 H09-003 307.74 12 1671-235 1/20/2022 16:00 2/16/2024 E 5 1/21/2022 1/21/2022 485.75 12 1/18/2022 8:00 2/14/2024 NO E 5
301.50 12 1/18/2022 8:00 2/14/2024 E 5
H09-052 H09-051 404.01 8 1671-217 8" pvc not 8" vcp 1/14/2022 2/15/2024 NO E 5 H09-053 H09-052 394.00 8 1671-216 1/14/2022 2/15/2024 NO E 5 J09-035 J09-034 460.01 6 1503-06 2 passes, heavy grit/grease 12/9/2021 3/4/2024 E 9 I09-026 I09-024 300.00 8 1503-02 2 passes 11/29/2021 1/24/2024 NO E 9 G10-008 G10-009 309.42 6 1486-14 11/23/2021 3/21/2024 E 6 G10-011 G10-010 310.01 6 1672-159 11/23/2021 3/21/2024 NO E 6 G10-013 G10-012 285.00 6 1484-30 11/23/2021 3/20/2024 NO E 6 G10-012 G10-011 314.76 6 1484-31 11/23/2021 3/20/2024 NO E 6 G10-007 G10-008 314.78 6 1485-06 11/23/2021 3/21/2024 NO E 6 G10-006 G10-007 127.00 6 1485-05 11/23/2021 3/22/2024 NO E 6 F09-041 F09-040 9.18 8 9/3/2021 7:00 1/4/2024 NO E 5
G09-017 G09-059 506.02 6 1654-16 broken pipe, intruding tap 9/3/2021 1/23/2024 NO E 5 G08-005 G08-004 349.01 12 1671-195 9/3/2021 2/9/2024 E 5 G09-053 G09-052 165.07 6 1671-268 multiple sags 9/3/2021 1/31/2024 NO E 5 G08-012 G08-005 348.78 12 1671-194 flat line 9/3/2021 2/9/2024 E 5 F09-040 F09-039 311.26 8 1671-278 9/3/2021 1/4/2024 NO E 5 G09-003 G09-070 238.67 8 1671-241 9/3/2021 1/30/2024 E 5 G09-059 G09-054 337.12 6 1671-385 9/3/2021 2/14/2024 NO E 5 F09-044 F09-043 185.01 6 1671-151 unable to video unable to get tractor in pipe, and unable to access upstream its a c/o 9/3/2021 1/3/2024 NO E 5 H08-019 H08-020 195.49 6 1671-126 9/3/2021 2/28/2024 NO E 5 F09-051 F09-052 400.24 6 1671-258 tap intruding, and pipe angled down at upstream mh unable to access 9/3/2021 4/12/2024 NO E 6 F10-004 F09-054 356.31 6 1486-32 9/3/2021 4/12/2024 NO E 6 G09-002 G09-003 156.74 6 1671-185 pipe going through tap at 128ft 9/3/2021 1/30/2024 G09-032 G09-033 445.12 6 1671-363 8/31/2021 2/12/2024 NO E 5 G09-026 G09-032 320.76 8 1671-261 8/31/2021 2/12/2024 NO E 5 G09-031 G09-032 227.55 6 1671-256 8/31/2021 1/3/2024 NO E 5 G09-010 G09-062 94.78 6 1640-27 multiple sags in line 0ft to 70ft and 87ft to 96ft 8/31/2021 1/10/2024 NO E 5 G09-050 G09-051 63.25 6 1044-07 8/31/2021 1/31/2024 E 5 G09-048 G09-047 42.73 6 1640-28 unable to complete past offset at 2 ft no upstream access 8/31/2021 1/24/2024 NO E 5 F10-015 F10-006 140.76 6 1041-07 8/31/2021 3/19/2024 NO E 6 H08-017 H08-013 288.40 6 8/30/2021 3/23/2024 NO E 5

APPENDIX J
CITY’S SAMPLE SEWER CLEANING REPORT

APPENDIX K
SAMPLE OF THE CITY’S SANIT ARY SEWER

SYSTEM ATLAS MAP

C
!
!(
!(
! !
!(!
!
! !
!( !(
C
!
! ! ! !(
!(
!
!
!(
!
!(
!F
!(
!
!
!
!
!(
!
!
!(
!(
!(
!!!(!
!!
!(
!(
!
!
!
!
!
C
!
!(
!(
!!!!!
!!
!
!
!!!!!!
! ! ! ! !
!
! ! !
! !
!
!
!
!
!
!
! !
!
!
! !
1ST
2ND
PINE
MYRTLE
BAKER
FLOW
ER

BRISTOL

CHESTNUT

SHELTON
ALLEY
CAMILE

GARNSEY
BOOTH
WALNUT
OLIVE
ROSEW
OOD
M

AGNOLIA
PINE
CAMILE
CAMILE

SHELTON
ALLEY
WALNUT
WALNUT
700
722
1001 901
914
724
601
1216
1055
333 324
934
902
1135
124
12151233
920
333
431
510
950
1116
418
816
809
938
1223
421
302
323
1235
422
204
216
400
803
504
1125
719
1136
1113
10281110
442
1112
1124
923947 927949 919
312
915
1043
811
502
1206 1204
1228
301
1039
1238
1227
503
902
218
222
1107
448
910
100210101014
1001
928
1300
308
1117
1131 1127
511
511
409
930 924 918
934
418
502
434
510
426
506
430
422
438
511
412
408
514
1301
1017
418
439
507
423
431
427
438
515
503
435
506
426
502
514
434
422
430
510
927 116
503
431
439
423
507
427
515
435
900 920 914928940 936
1025
946 942
935 933945 921 915
1009
1141
507
502
506
438
434
510
909935 900945947 931 915939 923
1047
926
936
316
430
1010 1002
1050
914
1039 10071043
950
306
950 948 944 940 936
946 944 938
928
936 930
926
926 922 920
924 920 916
941 919927935 915937 931 923945
315
305
417
421
414
408
410
420
316
320
310
806
426
426
1201
1130
1022
921
422
937
925
414
405
1107
210
918
1111
924
317
309
932
306
1127113311351139
1126
1129
1130
314
1136 1134
1104
1128
917 915
318
402
436
1110
1015
11151117
1231
310
1007
1006 1002
410
916
325
939
942946
941945
219
1140
214
406
2181005
916
1106
1234
1008
1237 1233 1229 1225
1001
1221 1217 1213 1209 1205 1201
1143
11231127
1238
1131113511391143
931937
1234
933 929935 913925
1230
12351239
1226
124312471251
1222 1218 1214 1210
1250 1242 12341246 1238
421
12021206
1230
302
407
1142
944
1112
1119
1114
914920926930
402
114
1001
210
1136 11321138
1017
1049
1137 1133
1234 12121238 1214
1134 11281144
1137
1134
1133
1138 1132
1122 11201140 1130
1141
1102
1054
1052
1011
1111
943
910
12021206121012141220122212281232123412381242
1045
1241 12151217 1209 120112251233 12291237 1221 1205
1107
12181222 121012141200
1026 1022 1018 1014 1012
1106
927
949
1241 1237 1235 1231 1227 1223 1219 1213 1209 1205 1201
102110251027 1015
1011
11151117
221
313
1101
401
305
303
309
12181234 1206
1238 121012221226 12141230
1011
1202
1048
1019 10171027
202
1118 11101114
10161040 10341068 1036 1002
1201 1137 1129 1123
1011
110711251133 1103
1119 1115
1027 1025 1021
1116 1112
1245 1233 1223 12131227 12091241 1205
1242
1020
500
1122
1306
1023
1058
1108
1250 1224 12001232 1212121612361246 1242 12201226
1052
503
1043
1015
10711073
1005
1061 103710491079 1055 10291051 10411065 1057 1033
1046 1042 1038 1034 1030 1026 1022 1016 1014 1010 1004
1046 1042 1032 1030 1028 1026 1022 1018 1014 1008 1004 1002 1130
1219
1043 10071033 100110231045 10251029 10151037 1003
1109
1128 1124 1120
1123
1033
1074 1054 1048106410681078 1050 1042
223
1126
1201120512091213121712211225122912331237
1204
939
507
315
1111
336
1141
1060
503
914
1117 1115
1030
1039
1050
1055
10641070
806
1045 1035
10211025
1060
1044
914
1042
1026
506
1048 1026 10241044
10311051 1047 1033
10561060
1043 103110331037
1029
1030
1003
202
1046
1020 1014 101010121018
401
1050
205
114
206
209
711
808810
219
1016
822
10321046
1102
224
10151019 1009
1023
1141
1140
1066
302
1021
1118
411
1114
411
1103
217
923
417
937
908
812
515
427
1053
212
409
513
1050
1310
928
405
1102
1048
401
809
814
514
923
1011
811
1105
1105
10431047 1043
908
10071009
335
11131115
331
311
820
10361048
1000
437
910
808
1024
315
911
307
1108
313
947
307
941
1101
309
939
1309
935
415
10031005
208
1006
911
1008
1310
813
907 901
1028
505
103010381040
1101
1044
912
10461054
1251
1058
1247
1049
10161066
1243
102010681110
1051
10821114
1239
1118
1014
715
1235 1231
114
514
11221124113011341138
519
1202
911
12041210
116
1212
120
1216122012261234
10241026
1236123812401246
517
715
714
1001
519 518
934
712
1200
1213
I08-56
I08-050I08-051
H08-058
I08-055
I08-053I08-054
I08-052
I08-048
I08-045
I08-042
I08-033
I08-031
I08-024I08-023
I08-018I08-017I08-016
I08-015
I08-013I08-012I08-011
I08-009I08-008
I08-007 I08-006 I08-005 I08-004 I08-003 I08-002
H09-033
H08-048
H08-041 H08-040
H08-047 H08-046 H08-045 H08-044 H08-043
H07-032
H07-038
I09-059
H08-057
I09-037
J09-015
J09-006
J09-059
I09-040
I09-039
I09-033 I09-032
H08-013 H08-017 H08-024 H08-042
H08-039
I09-043
I09-038
I09-044
I09-045
I09-035
I09-034
H08-025
H08-015
H08-016
H08-014
I08-049
I08-047
I08-046
I08-044
I08-043
I08-041
I08-040I08-039I08-038I08-037
I08-036
I08-032I08-030
I08-029I08-028
I08-027
I08-026 I08-025
I08-021I08-020
I08-019
I08-014I08-010
VCP1919
6"
PVC1994
8" SS-021
VCP1985
8" SS-002
VCP1972
12"
VCP1968
15" SS026
VCP1922
6"
VCP1920
6"
VCP1968
24" HF27-030
VCP1995
15" SS-021
VCP1968
18" SS026
VCP1924
6"
VCP1950
6"
VCP1920
6" SS-072
VCP1970
6" TR01855
VCP1925
12"
VCP1919
8" SS-002 VCP1919
8" VCP1921
8"
VCP1968
21" HF27-030
VCP1950
6" TR01406
PVC2004
8" SS-072
VCP1952
14" SS-002
PVC1995
12" SS-021
PVC1994
10" SS-021
VCP1922
6" TR01406
VCP1920
6" HF15-019
VCP1952
14" HF07-005
PVC1995
10" SS-021
VCP1955
8"
PVC2008
12"
PVC1994
8" SS-021
VCP1950
6" TR01406
VCP1920
6"
VCP1972
12"
VCP1919
8"
VCP1950
6" TR01406
VCP1920
6"
G07
F07
H07
G08G06
F06 F08
H06 H08Sources: Esri, DeLorme,

NAVTEQ, USGS, NRCAN, METI,
iPC, TomTom
City of Santa Ana
Sewer Atlas
May 27, 2021
G07Atlas Sheet No.

Labeled With: Distance from Upstream Manhole
0 110 22055
Feet
Sewer Manhole
! Standard MH
!( Starter MH
C Starter Pot
!F Drop MH
$1 Clean Out
!( OCSD MH
Sewer Pipe Segment
Sewer Main
Force Main
Siphon
Private Main
OCSD
Other Agency Main
OCSD Cooperative Agreement Main
GGSD Cooperative Agreement Main
Sewer Lateral
Sewer Lateral
Private Sewer Lateral
Centerlines
Data displayed on this map is intended for
reference uses only. The data herein is not
purported to be accurate, up-to-date, or
reflective of field conditions.
®
Labeled With: Material, Year installed
Diameter, Plan Number
Please request
sewer lateral
information from
[email protected]

APPENDIX L

THE CITY OF SANT A ANA

FOG CONTROL PROGRAM MANUAL

City of Santa Ana
March 12, 2019

Prepared by
EEC Environmental

Under the Supervision of:

Nabil Saba, P.E.

Fats, Oils, and Grease (FOG)
Control Program Manual

FOG Control Program Manual

i
Tabl e of Contents

1.0 INTRODUCTION................................................................................................. 1

2.0 FOG CONTROL PROGRAM BACKGROUND AND OVERVIEW ............. 2

2.1 Service Area .................................................................................................................. 2

2.2 Sanitary Sewer Overflows ........................................................................................... 2

2.3 Historical FOG Control Activities .............................................................................. 3

2.4 Overview of FOG Control Program ........................................................................... 4

3.0 SEWER LINE – ENHANCED MAINTENANCE LOCATION
PREVENTATIVE MAINTENANCE ................................................................. 4

3.1 Overview of Sewage Collection System and Mapping .............................................. 4

3.2 Routine Sewer Line Cleaning and CCTV .................................................................. 4

3.3 Enhanced Maintenance Location Sewer Line Identification, Prioritization and Cleaning ........................................................................................................................ 5

3.4 Enhanced Maintenance Location Characterization and FOG Source Identification Activities ............................................................................................... 5

3.5 Enhanced Maintenance Location Data Management ............................................... 6

4.0 FSE FOG CONTROL PROGRAM .................................................................... 6

4.1 Legal Authority ............................................................................................................ 6

4.2 Food Service Establishments (FSEs) .......................................................................... 7

4.3 FOG Wastewater Discharge Requirements ............................................................... 7

4.3.1 RULES AND REGULATIONS ................................................................................................. 7

4.3.1.1 Rule 1 - FOG Program Notice .................................................................................................... 7

4.3.1.2 Rule 2 - General Waste Discharge Prohibitions ........................................................................ 7

4.3.1.3 Rule 3 - Kitchen Best Management Practices (BMP) Requirements ......................................... 8

4.3.1.4 Rule 4 – Gravity Grease Interceptor Operation and Maintenance Requirements ....................... 8

4.3.1.5 Rule 5 – Hydromechanical Grease Interceptor (HGI) Operation and Maintenance Requirements .............................................................................................................................. 8

4.3.1.6 Rule 6 - Notification Requirements ........................................................................................... 9

4.3.1.7 Rule 7 - Record Keeping Requirements .................................................................................... 9

4.3.1.8 Rule 8 - Drawing Submittal Requirements ................................................................................ 9

4.3.1.9 Rule 9 - Monitoring Facilities Requirements ............................................................................. 9

4.3.1.10 Rule 10 - Monitoring and Reporting Conditions Requirements ................................................. 9

4.3.2 SPECIFIC REQUIREMENTS...................................................................................................10

4.3.2.1 Grease Interceptor Installation Requirements ............................................................................10

4.3.2.2 Other Requirements or Modifications........................................................................................12

4.4 Grease Interceptors .................................................................................................... 12

4.4.1 OVERVIEW ..............................................................................................................................12

4.4.2 GRAVITY GREASE INTERCEPTORS ...................................................................................12

4.4.2.1 Sizing Reviewed and Approved by City’s Building Division ...................................................13

4.4.2.2 Maintenance Requirements ........................................................................................................14

4.4.3 HYDROMECHANICAL GREASE INTERCEPTORS ............................................................14

4.4.3.1 Sizing Reviewed and Approved by City’s Building Division ...................................................15

4.4.3.2 Maintenance Requirements ........................................................................................................15

4.4.4 GREASE REMOVAL DEVICES .............................................................................................16

4.4.4.1 Sizing Reviewed and Approved by City’s Building Division ...................................................16

4.4.4.2 Maintenance Requirements ........................................................................................................16

4.5 Waste Hauling Requirements ................................................................................... 17

4.6 FSE Education ............................................................................................................ 17

4.7 FSE Inspections .......................................................................................................... 18

4.8 FSE Enforcement ....................................................................................................... 19 FOG Control Program Manual

4.8.1 BMP NON-COMPLIANCE ......................................................................................................20

4.8.2 GRE NON-COMPLIANCE ......................................................................................................20

4.8.3 FOG SOURCE SEWER LINE NON-COMPLIANCE .............................................................20

4.9 FSE FOG Program and Data Management ............................................................ 21

5.0 MULTI-FAMILY HOUSING, AND SINGLE FAMILY HOME FOG
CONTROL PROGRAM .................................................................................... 22

6.0 INDUSTRIAL FOG PROGRAM ...................................................................... 22

Figures:

Figure 2-1: City Service Area ................................................................................................... 2 Figure 1: GCD Requirements Review Guidelines ............................................................... 11 Figure 4-2: Typical Conceptual Gravity Grease Interceptor Design – Side View .................. 13 Figure 4-3: Conceptual Design of a Typical Hydromechanical Grease Interceptor ............... 15 Figure 4-4: Typical Conceptual Grease Removal Device Design .......................................... 16 Figure 4-8: FOG Control Program General Enforcement Response Plan .............................. 19

Appendices

Appendix A: City of Santa Ana Example Section of the Composite Sewer, Enhanced Maintenance Location, and FSE Map
Appendix B: City of Santa Ana Sewer Enhanced Maintenance Location Report Appendix C: City of Santa Ana Food Service Establishment (FSE) List Appendix D: City of Santa Ana FOG Control Rules and Regulations Appendix E: City of Santa Ana FOG Control Example “Notice” Appendix F: Additive Request Form
Appendix G: Grease Interceptor Installation Flow Chart
Appendix H: FOG Program Memorandum Example
Appendix I: Conditional Waiver Approval
Appendix J: Plumbing Segregation Example
Appendix K: Grease Interceptor Standard Plan
Appendix L: New FSE FOG Program Requirements Review Process Appendix M: FOG Program Application Form
Appendix N: Pumping Frequency Variance Request Form
Appendix O: Waste Hauling Documentation Requirements
Appendix P: Certified Grease Waste Hauling Companies
Appendix Q: FSE Record Keeping Logs and Educational Material Appendix R: Inspection Forms
Appendix S: Santa Ana Enforcement/Lateral Evaluation Process Flow Appendix T: Multi-Family Homes and Single Family Home Educational Material

FOG Control Program Manual

1 1.0 INTRODUCTION

City of Sant a Ana’s (City) Fats, Oils, and Grease (FOG) Control Program has been developed to prevent FOG -related sanitary sewer overflows (SSOs) as required by the Santa Ana Regional Water Quality Control Board (SARWQCB) General Waste Discharge Requirements (WDR), Order No. 2006-0003-DWQ. This order was issued in response to a State SSO problem and was issued to all sewer agencies in California with a public sewer system greater than 1 mile , which included local agencies, such as cities and special districts, in the northern and central portions of Orange County.

The FOG Control Program’s goal is to eliminate all FOG -related SSOs . These SSOs are usually attributable to cooking grease in wastewater discharged from Food Service Establishments (FSEs) 1, multi-family housing, and single family homes that create FOG (or grease) blockages in san itary sewer collection systems. These grease blockages, located in either the property owner’s sewer lateral or the sanitary sewerage system, lead to SSOs, which can cause untreated sewage to flow onto streets and travel to storm drains, cre eks, and other surface waters. Untreated sewage on private property or in the street poses an obvious human health risk. If this sewage reaches the ocean, it often results in coastal contamination, b each closures, and the associated potential human health risks.

To achieve this goal of eliminating FOG-related SSOs, the WDR has identified key requirements for a FOG Control Program, which are as follows:

 Limit grease discharges that may cause blockages;
 Prohibit FOG discharges that may cause sewer overflows;  Adopt and enforce a FOG ordinance;
 Require implementation of kitchen best management practices (BMPs);  Require installation of grease removal equipment, as necessary;  Inspect FSEs; and
 Implement so urce control measures for sewer line “ enhanced maintenance locations2”.

These requirements are the key issues that were addressed in the development of the City’s FOG Control Program.

1 Food Service Establishments (FSEs) are those establishments primarily engaged in preparing or serving food to the public such as restaurants, ho tels, commercial kitchens, bakeries, caterers, schools, prisons, correctional facilities, and care institutions.
2 Known problem areas in the sanitary sewer system that requires more frequent cleaning and maintenance.

FOG Control Program Manual

2 2.0 FOG CONTROL PROGRAM BACKGROUND AND OVERVIEW

2.1 Service Area

The City provides water and sewer service to a population of 349,000 customers, and the service area includes approximately 17,400 acres (27.2 square miles ) (Refer to Figure 2-1 for a map of the City service area).

Figure 2-1: City Service Area

2.2 Sanitary Sewer Overflows

The City has, as part of the SSMP, adopted a Sewer System Overflow Emergency Response Plan (SSO ERP) to ensure that any reported spill is responded immediately to protect the public health and safety, and to protect the beneficial uses of the waters of the United States . The SSOERP identifies the response procedures, the notification and reporting requirements, and follow-up requirements for the City associated with SSOs.

FOG Control Program Manual

3 2.3 Historical FOG Control Activities

The City conducted an initial FOG Characterization Study (Study) in 2003 /2004 to provide key information and program recommendations for the development of the City’s FOG Control Program. The Study consisted of four tasks:

 Enhanced Maintenance Location Characterization - identifying and mapping the known problem areas in the sanitary sewer system that require s more frequent cleaning and maintenance (referred to as “ enhanced maintenance locations ”).

Key information was obtained from staff to identify the factors that cause or may contribute to the areas identified as enhanced maintenance locations.  FOG Source Characterization - physically inspecting the enhanced maintenance locations through the use of closed circuit television (CCTV) equipment to further assess the critic al enhanced maintenance location s identified by the City’s staff to confirm known or to identify unknown problems in the sanitary sewer system and to identify potential sources of FOG.
 FSE Characterization - physically inspecting and educating the FSEs. FSEs located within the City’s service area were inspected to identify and classify each FSE’s potential to generate and discharge FOG to the sanitary sewer system.  Data Integration and Program Recommendations - mapping the enhanced maintenance location and FSE locations , development of databases for th e information collected from the FSE Characterization , and for the information collected during enhanced maintenance location and FOG Source Characterization. Correlations and recommendations for the developm ent of the City’s FOG Control Program were then developed utilizing these resources.

The Study ’s preliminary results concluded that FOG Source Characterization (CCTV inspection of enhanced maintenance locations) is extremely beneficial at identifying the potential sources, determining the cleaning effectiveness, defining the contributing issues (e.g., structural issues, roots, other), and assisting in defining the approach for resolving and/or controlling the grease blockage issues for FOG related enhanced maintenance location s. Additionally, the Study concluded that FSE Characterization activities are beneficial in identifying potential grease producing equipment, identifying the removal equipment and maintenance practices, and kitchen best management practices.

The Study recommended inspections to ensure that the grease removal equipment (GRE) is maintained properly and that kitchen best management practices ( BMPs) are followed to minimize the accumulation of grease and blockages in the sanitary sewer system. Additionally, t he Study recommended : cleaning of enhanced maintenance locations be continued and the cleaning effectiveness and frequency be evaluated (through the judicious use of CCTV) on an ongoing basis for City staff and cleaning contractors; and structural repairs that may minimize grease accumulation and potentially resolve the enhanced maintenance location be considered as a factor in prioritizing repairs to the sewer system.

FOG Control Program Manual

4 2.4 Overview of FOG Control Program

The FOG Control Program is based on the City’s FOG Characterization Study activities and the requirements of the W DR. This program integrates various elements into the program to accomplish the goal of preventing SSOs. These key elements of the program are: sewer line maintenance activit ies associated with the FOG-related enhanced maintenance locations; a FOG Control Ordinance and inspection process to minimize the discharge of FOG from FSEs; an educational outreach program to minimize the discharge of FOG from multi-family housing and si ngle family homes ; and the Orange County Sanitation District’s (OCSD) Waste Discharge Pretreatment and Source Control Program for discharge of FOG from industry.

3.0 SEWER LINE – ENHANCED MAINTENANCE LOCATION

PREVENT ATIVE MAINTENANCE

3.1 Overview of Sewage Collection System and Mapping

The City’s sewage collection system consists of a network of sewer mains, manholes, and lift stations, which conveys approximately 36 million gallons per day of sewage generated within the City’s service area to the Orange County Sanitation District’s (OCSD) trunk sewers for treatment at OCSD’s Water Treatment Plants. The City’s system consists of approximately 400 miles of collection system mainline piping ranging in size from 6 inches to 24 inches. The system includes 2 sewage lift stations, 8,200 manholes and approximately 45,000 individual service connections. The City is responsible for repairs to the sewer laterals from the public sewer main to the property line in the public right of way.

Historically the collectio n system was documented with 186 hand -drawn, atlas sheets, which included property and right of way boundaries, sewer mains, manholes and service laterals. Subsequently, the City transferred all of the information contained in the hand-drawn sheets to a single CAD (computer aided design) based map, and then to a Geographic Information System (GIS) based mapping system that can be accessed by maintenance staff and FOG inspectors in the field to evaluate an FSEs proximity to an enhanced maintenance location or recent SSO or FOG blockage.

3.2 Routine Sewer Line Cleaning and CCTV

The entire collection system is cleaned in accordance with the cycle established in the SSMP. The line cleaning operation is accomplished utilizing hydro-combination units, each opera ted by a crew of two trained operators. The general process consists of hydrojetting the sewer line and vacuuming excessive debris from downstream manholes. The program is typically performed in a progressive manner (i.e., the system is cleaned from manhol e to manhole continuing on each successive day at the manhole following the manhole last completed on the p revious day ). If significant FOG is FOG Control Program Manual

5 identified during the line cleaning operation, the area is then evaluated for potential further analysis utilizing closed circuit television (CCTV) inspection.

Visual inspect ion, utilizing CCTV , of the entire collection system is conducted at the frequency established in the SSMP , prioritized on older and more problematic sections of the sewer pipe. Any problems identified during the video inspection are evaluated for repairs, depending on defect severity. Video recordings are made by the contractor and supplied to the City.

3.3 Enhanced Maintenance Location Sewer Line Identification, Prioritization and Cleaning

Specific reaches of sewer mainlines that require more frequent than normal cleaning, based on a history of FOG-related issues or higher than normal risk for a FOG related SSO, are termed “enhanced maintenance locations” . New enhanced maintenance locations are identified during routine collection system maintenance activities by staff when they observe conditions that warrant more frequent cleaning , as well as by City contractors during routine CCTV inspections . Additionally, if necessary, locations experiencing an SSO may be designated as a n enhanced maintenance location and cleaned on a more frequent basis as a precautionary measure . The frequency of cleaning for these enhanced maintenance locations are typically quarterly but can range from bi-monthly to annually depending on the severity of the problem and the cleaning effectiveness. Enhanced maintenance locations are evaluated (through the judicious use of CCTV) on an ongoing basis . Additionally, the list of enhanced maintenance location s are periodically reviewed to assess the necessity to maintain high freque ncy cleaning at each location. Refer to Appendix B for an example enhanced maintenance location Report and Appendix A for an example of a Composite Sewer & Enhanced Maintenance Location Map.

3.4 Enhanced Maintenance Location Characterization and FOG Source Identification Activities

Many issues in the sanitary sewer system can contribute to a n enhanced maintenance location, each with varyin g degrees of severity. Management of this information for each enhanced maintenance location is necessary to identify effective solutio ns and to prioritize resources. Sewer line characterization is the process of classification and prioritization of these enhanced maintenance location s in the City’s sanitary sewer system. It is important to note that while there are many reasons and causes for enhanced maintenance location s in the sanitary sewer system, the focus of the FOG Control Program is the FOG-related locations.

The characterization process consists of collecti ng all known (or perceived) factors associated with each enhanced maintenance location from the sewer maintenance staff to identify the critical information . Factors related to pipe conditions and potential sources are identified , documented and mapped . Relationships between the various FOG Control Program Manual

6 factors are then developed to define each enhanced maintenance location . Visual inspections, utilizing CCTV , of the enhanced maintenance location and the sewer pipe upstream of the enhanced maintenance location is conducted: to confirm known or to identify unknown problems in the sanitary sewer system ; and to identify the potential sources of FOG. This information is critical to the FOG Control Program to enable identification and implementation of the appropriate mitigation solutions.

The potential solutions include the evaluation of structural issues that impact enhanced maintenance locations. The resolution of the structural issue is evaluated to determine if repair may minimize grease accumulation and potentially resolve the enhanced maintenance location. Additionally, the laterals (and associated discharger[s]) identified as potential sources of FOG during these CCTV inspections will be documented and the information will be provided to the FOG Control Program Manager for appropriate source reduction and enforcement activities (refer to Sections 4.7 and 4.8).

Ultimately, this information will help to guide the focus of the FOG Control Program to those enhanced maintenance locations that present the greatest potential for SSOs.

3.5 Enhanced Maintenance Location Data Management

Sewer line enhanced maintenance location cleaning is the responsibility of the Water Maintenance Supervisor and the data management is the responsibility of the FOG Control Program Manager.

The enhanced maintenance location data management process consists of:
 The identification and documentation of enhanced maintenance locations, and employee access to the locations through the City’s computerized maintenance management software . (Refer to the Appe ndix B for an example Enhanced Maintenance Location Report)
 Digital Composite Map displaying the location of the enhanced maintenance locations (Refer to Appendix A for an example section of the Map)

4.0 FSE FOG CONTROL PROGRAM

4.1 Legal Authority

In 2017, the City adopted, Ordinance No. NS -2921 which updates Article III, Chapter 39, Section 39 -56 of the City’s Municipal Code , as well as Grease Control Re gulations adopted by the City Council, to specify appropriate FOG discharge requirements for food service establishments (FSEs) to prevent blockages of sewer lines re sulting from discharges of FOG. The discharge requirement prohibits FSEs from “the discharge into the sewer system of FOG that may accumulate and/or cause or contribute to blockages in the sewer system o r at the sewer system lateral.” Refer to the City’s website www.santa-ana.org, Section 39-56 for Fats, Oils and Grease Control.

FOG Control Program Manual

7 The key elements of these regulations are the requirement of FSEs to:

 Implement best management practices (BMPs); and
 Install, operate and maintain an approved type and adequately sized grease interceptor.

4.2 Food Service Establishments (FSEs)

This ordinance is applicable to all Food Service Establishments, and any commercial entity, operating in a permanently constructed structure such as a room, building, or place, or portion thereof, maintained, used, or operated for the purpose of storing, preparing, serving, or manufacturing, packaging, or otherwise handling food for sale to other entities, or for consumption by the public, its members or employees, and which has any process or device that uses or produces FOG, or grease vapors, steam, fumes, smoke or odors that are required to be removed by a Type I or Type II hood.

The FSEs identified within the City are establishments ranging from sandwich shops to full service restaurants, including major kitchens in retirement home s or hospital facilities. These FSEs are listed in Appendix C.

4.3 FOG Wastewater Discharge Requirements

Pursuant to the ordinance, the City has developed Ru les and Regulations specifying wastewater discharge requirements for FSEs (Appendix D). The City may also impose specific requirements on individual FSEs depending upon unique conditions that exist at that FSE.

4.3.1 RULES AND REGULATIONS

The Rules and Regulations detail the technical requirements of the FOG ordinance .

These requirements are segregated into sections and are summarized as follows (Refer to the City’s website www.santa-ana.org or Appendix D for the Rules and Regulations):

4.3.1.1 Rule 1 - FOG Program Notice

The Notice inform s the FSEs of the requirements of the Ordinance and identif ies any specific requirements that a FSE must follow (Refer to Appendix E for an example Notice).

4.3.1.2 Rule 2 - General Waste Discharge Prohibitions

 Waste discharge of FOG into the sewer system will not accumulate and/or ca use or contribute to a blockage
 Food grinders (garbage disposal units) are prohibited for new FSEs. Existing FSEs are required to remove food grinders.

FOG Control Program Manual

8  No emulsifying additives for the purpose of emulsifying FOG without the written approval of the FOG Control Manger
 No disposal of waste cooking oil into drains
 No discharge of wastewater in excess of 140 degrees Fahrenheit into grease removal equipment
 No biological additives for grease remediation or use as a supplement to interceptor maintenance without approval of FOG Control Manager (Appendix F, Additive Request Form)
 No toilet discharge into grease interceptor
 No waste removed from the interceptor shall be discharged into the sewer system  Dishwashers shall not discharge to , or be connected to , any grease interceptor or grease trap
 Grease interceptors cannot be operated (must be pumped out) with FOG or solids accumulation exceeding 25%

4.3.1.3 Rule 3 - Kitchen Best Management Practices (BMP) Requirements

 Installation of drain screens
 Segregation and collection of waste cooking oils
 Disposal of food waste into trash or garbage, and not into sinks  Employee training and refresher training every 6 months  Frequent cleaning of exhaust filters and appropriate disposal of the waste  Kitchen signage
 Absorbent material placed under areas susceptible to FOG spills  Covered conveyance devices to transport FOG
 Emptying of FOG containers before they are full
 Spill kits

4.3.1.4 Rule 4 – Gravity Grease Interceptor Operation and Maintenance Requirements

 Requirement for the installation of a grease interceptor  Requirement for grease interceptor main tenance (FOG and/or solids cannot exceed 25% of the capacity of the interceptor)
 Frequency of grease interceptor main tenance (minimum quarterly [once every 3 months])

4.3.1.5 Rule 5 – Hydromechanical Grease Interceptor (HGI) Operation and Maintenance Requirements

 Operation in accordance with manufactures requirements  Requirement for HGI maintenance to ensure efficient operation (removal of accumulated FOG, as needed)
 Frequency of HGI maintenance (minimum monthly)
FOG Control Program Manual

9  Frequency of HGI inspections to check for leaking and for proper operation (minimum monthly)
 Dishwashers or food grinders shall not discharge to or be connected to any HGI

4.3.1.6 Rule 6 - Notification Requirements

 Notification of a spill
 Notification regarding planned changes

4.3.1.7 Rule 7 - Record Keeping Requirements

 Logbook of grease control equipment cleaning activities  Logbook of employee training
 Copies of grease control equipment records or waste hauling receipts  Records of sampling data and height monitoring of FOG and solid accumulation in the interceptor

4.3.1.8 Rule 8 - Drawing Submittal Requirements

 Proposed or existing FSEs may be required to submit facility site plans, mechanical or plumbing plans, and other details to identify sewer locations or connections  Drawings may be required to be prepared by a California Registered Civil, Mechanical, or Electrical Engineer

4.3.1.9 Rule 9 - Monitoring Facilities Requirements

 Flow monitoring, constituent monitoring and/or sampling facilities may be required  Location of monitoring and/or sampling facilities subject to approval of City  FSE will provide immediate access to monito ring and/or sampling facilities during regular business hours
 Waste analysis, contingency plans, and other necessary information may be requested by the City to verify compliance
 FSEs shall not increase the use of water to dilute the discharge to achieve compliance

4.3.1.10 Rule 10 - Monitoring and Reporting Conditions Requirements

 FSEs may be required to submit periodic reporting of the status of kitchen BMPs (Rule 3)
 Visual monitoring of the FSEs sewer lateral or downstream sewer lines at the FSEs expense may be required by the City
 Reports for self -monitoring of sewage constituents and FOG characteristics may be required by the City
FOG Control Program Manual

10 4.3.2 SPECIFIC REQUIREMENTS

Specific requirements can be required or authorized by the FOG Control Program Manager for individu al FSEs. These specific requirements can be segregated into two categories: 1) grease interceptor installation requirements for FSEs; and 2) other requirements or Rule modifications.

4.3.2.1 Grease Interceptor Installation Requirements

The requirement for the installation of a grease interceptor is a key requirement of the City’s FOG Regulations. However, this requirement has many options for FSEs that may delay or potentially negate this requirement. The below flow chart generally describes the evaluation process that will be utilized for the grease interceptor installation requirement. A full-sized flow chart is available in Appendix G. Each facility is evaluated by the Water Resources Department and a FOG Program Memorandum is generated for the facility to document the requirement to either install a grease interceptor or receive a waiver from the requirement (Appendix H, FOG Program Memorandum Example) .

FOG Control Program Manual

Figure 1: GCD Requirements Review Guidelines
FOG Control Program Manual

12 Based on the process flow chart, t he majority of existing FSEs that do not have grease interceptors installed have been issued a “Conditional Waiver” from the requirement to install a grease interceptor . However, if the FSE has continued program violations or if the FSE is ide ntified as a significant contributor of FOG (i.e., causes or contributes to blockage or SSO) to the sewer system, the “Conditional Waiver” may be revoked requiring the installation of a grease interceptor. An example Conditional Waiver Approval is available as Appendix I.

4.3.2.2 Other Requirements or Modifications

There are other situations where specific requirements may be required by the FOG Control Program Manager. For example:
 Authorization for the utilization of an additive
 Requirement for increased maintenance frequency of the grease interceptor  Authorization for decreased maintenance frequency of the grease interceptor  Requirement to submit records (grease interceptor maintenance log and waste hauling manifests and other logs) to the City on a semi-annual basis

4.4 Grease Interceptors

4.4.1 OVERVIEW

Grease interceptors are grease collection devices that separate FOG (or grease), solids, and water based on the principle of Stoke’s Law. Stoke’s Law describes the rising or settling of a particle in a fluid (water in this case). Simply put, under non -turbulent conditions in an interceptor , given enough time, particles that are lighter th an water (e.g., grease) will rise to the surface and particles that are heavier than water ( e.g., solids) will settle to the bottom. The facility’s grease waste lines must be separated from the sanitary waste lines (Appendix J, Plumbing Segregation Example, provides an example of the plumbing that is required to be segregated from a grease interceptor.

Facilities receiving cond itional waivers must separate their grease waste lines from the sanitary waste lines in -case a grease interceptor is required to be installed at a future date. The different types of grease interceptors are discussed below.

4.4.2 GRAVITY GREASE INTERCEPTORS

Gravity grease interceptors (GGI) are larger, volume-based grease-control devices that are typically installed outside and underground . GGIs can range in volume from 300 to 15,000 gallons. The flow of water through the GGI is controlled by the baffle tubes; therefore, it is critical that the baffle tubes are installed properly and kept in good condition for the GGI to function properly. A conceptual view or a typical GGI configuration is illustrated in Figure 4 -2, Typical Conceptual Gravity Grease Interceptor Design – Side View, and in Appendix K, Grease Interceptor Standard Plan.

FOG Control Program Manual

13 Figure 4-2: Typical Conceptual Gravity Grease Interceptor Design – Side View

The proper plumbing and placement of baffles will provide the non -turbulent conditions. The proper di mensions and volume of the interceptor will provide sufficient retention time to allow the particles to fully rise or settle before they pass -through to the outlet of the interceptor. Over time, the grease and solids layers thicken and will eventually fill the first chamber if they are not removed. If the grease and solids are not removed regularly, the interceptor no longer functions for its intended purpose, and FOG will be carried into the sewer system. Emulsified or partially emulsified particles will r ise or settle slower, which is why soaps and other emulsifiers may cause some grease or solids to pass -through an interceptor and collect downstream of the interceptor.

Since an interceptor is not self -cleaning or free of maintenance, it is critical that an interceptor be suitably designed with manholes in the right locations to facilitate maintenance and that it be cleaned and pumped at a frequency that maintains its design removal efficiency.

4.4.2.1 Sizing Reviewed and Approved by City’s Building Division

The City’s Building Division will review and approve the sizing and installation of GGIs.

This is accomplished by requirement of the permittee, by the appropriate Building Department, for the City’s approval prior to issuance of the building permit. R efer to Appendix L, New FSE FOG Program Requirements Review Process, for the process utilized to refer the permittee to the City for grease interceptor installation and sizing approval. Appendix M also includes the FOG Program Application Form that a facil ity completes prior to the grease interceptor installation decisions are made.

The Building Division will base the design and sizing of the grease interceptors on the current version of California Plumbing Code. Chapter 10 of the California Plumbing Code

FOG Control Program Manual

14 sizes GGIs based on the number of drainage fixture units within the FSE connected to the grease waste line . The FOG Control Program Manager will also consider the potential for large grease interceptors to become septic (which may create nuisance odors and corrosive conditions) due to excessively long retention times. Thus, the Code will be utilized with the following general considerations:

1) If the California Plumbing Code sizing calculation exceeds 1,500 gallons, the FOG Control Program Manager will use u tilize his/her best judgment based on other factors at the FSE (e.g., cooking equipment, menu, frequency of use of the drainage fixture units) to determine the final size of the interceptor.

2) The floor of the interceptor should not be too deep to allow for proper cleaning and/or the interceptor should not be larger than 3,000 gallons for most installations.

3) An FSE calculation of 375 to 750 gallons should require an interceptor of 750 gallons.

4.4.2.2 Maintenance Requirements

The City requires that GGIs be cleaned (pumped) out completely as required to maintain the GGI’s efficient operation and prevent excessive accumulation of floating FOG and settled solids. A complete pump -out means that all of the contents of the interceptor are removed and no liquids are returned to the interceptor unless specific permission has been granted in writing by the City (Appendix N, Pumping Frequency Variance Request Form) . Some GGIs may need to be pumped out more frequently than once every 90 days if the accumulation of fl oating FOG and settled solids exceeds 25% of the overall capacity of the interceptor (i.e., 25% rule).

4.4.3 HYDROMECHANICAL GREASE INTERCEPTORS

A hydromechanical grease interceptor (HGI) (also known as a grease trap ) is a flow- based grease interceptor that is usually installed in ground or above ground , inside or outside of the facility, and has a typical capacity of less than 250 gallons. FSEs generally prefer HGIs over gravity grease interceptors (GGIs) because HGIs are less expensive to install, can fit in smaller spaces, and can be easier to maintain. A typical conceptual HGI design is illustrated in Figure 4 -3, Conceptual Design of a Typical Hydromechanical Grease Interceptor.

FOG Control Program Manual

15 Outlet
Inlet
Flow Control
Device
Cleanout
Outlet Baffle
Inlet Baffles
Removable Lid
Solids
Air ReliefFats, Oils,
and Grease

Figure 4-3 - Conceptual Design of a Typical Hydromechanical Grease Interceptor

4.4.3.1 Sizing Reviewed and Approved by City’s Building Division

The City’s Building Division will review and approve the sizing and installation of HGIs.

This is accomplished by requirement of the permittee, by the appropriate Building Department, for the City’s approval prior to issuance of the building permit. Refer to Appendix L, New FSE FOG Program Requirements Review Process, for the process utilized to refer the permittee to the City for grease interceptor installation and sizing approval. Appendix M also includes the FOG Program Application Form that a facility completes prior to the grease interceptor installation decisions are made.

The sizing requirements for HGIs are established in Chapter 10, section 1014.2 of the California Plumbing Code. Regardless of the sizing method, HGIs are sized based on flow rate and the pounds of FOG that they can store. Typically, HGIs have a flow capacity of 20 to 50 gallons per minute (gpm), store 40 to 100 pounds of FOG, and are 15 to 60 gallons in volume. Flow-control fittings/devices must be installed upstream of HGIs to control the wastewater flow to match the certified flow rate of the HGI. If this flow - control device is not installed, the HGI may not perform properly when the flow exceeds the certified flow rate.

HGIs are tested and certified to ASME A112.14.3 or PDI -G101 standards at the HGI’s specified maximum flow rate. The City requires that HGIs be certified to these standards before HGIs can be approved for use in the City’s service area. Plan -check approvals are required to ensure that one or more HGIs are connected to the significant grease -waste drains (e.g., pot sink, pre-rinse sink, work station).

4.4.3.2 Maintenance Requirements

HGIs should be cleaned before the accumulation of floating FOG a nd settled solids exceeds 25% of the HGI’s overall capacity (this is known as the 25% rule). In order to prevent excessive accumulation, daily to weekly cleaning of the HGI by kitchen staff or pumping contractors may be required. At a minimum, HGIs must be cleaned monthly. If FOG Control Program Manual

16 cleaning is performed by kitchen staff, solids and FOG should be dewatered (e.g., mixed with cat litter) and discarded in the trash. All FSEs with HGIs must keep logs of the maintenance events. Log sheets are provided to each FSE durin g the initial or follow -up inspections.

4.4.4 GREASE REMOVAL DEVICES

Grease removal devices (GRD) are HGIs which automatically remove the floating FOG contents of the device. GRDs are typically installed indoors and connect to one to four sinks in the kitche n. Floating FOG is separated from the water within the GRD and is discharged into a relatively small tank connected to the side of the GRD. The containers are then emptied into a designated container. If space is available, a 55 gallon drum can replace the small tank in order to eliminate the need to empty the container on a daily basis. A typical conceptual GRD design is illustrated below in Figure 4 -4, Typical Conceptual Grease Removal Device Design.

Inlet
Flow Control Device
(Internal or External)
Outlet
Access Covers
Outlet Baffle
Skimmer Heating Element
Inlet Baffle
Removable
Solids Strainer
Basket

Figure 4-4 - Typical Conceptual Grease Removal Device Design

The GRD shown in Figure 3 has a skimmer wheel which skims the floating FOG into the small container. Other styles of GRDs are available without the skimmer wheel and use hydrostatic pressure or pumps to remove the floating FOG from the device. So me FSEs prefer GRDs without the skimmer wheel because there are fewer moving parts requiring maintenance. It is important that the FSEs understand how their GRD works and what maintenance is required for their device. Proper GRD maintenance is further disc ussed in Section 3.6.2.

4.4.4.1 Sizing Reviewed and Approved by City’s Building Division GRDs are sized to the same standards as HGIs which was previously discussed in Section

4.4.3.1. They are sized according to the established sizing criteria in Chapter 10 Section 1014.2 of the California Plumbing Code. Flow control devices must be installed inside FOG Control Program Manual

17 and outside the GRDs to control the wastewater flow in order to match the certified flow rate of the GRD.

4.4.4.2 Maintenance Requirements
In order to functi on properly, GRDs may require quarterly, monthly, weekly and sometimes, even daily maintenance. The solids basket must be emptied daily and the solids must be disposed of with the trash. The FOG waste container, which collects the skimmed oils, must be emptied into a larger FOG waste container for proper disposal or recycling. Because many GRDs have heaters and skimmers and other critical mechanical equipment, they must be maintained by the FSE and cleaned or replaced, as needed.

The entire device should be emptied and cleaned thoroughly at least once every 90 days to remove the silt and sediments which can accumulate within the device.

4.5 Waste Hauling Requirements

Proper disposal of waste grease collected either from interceptors or through kitchen practices is essential to a successful FOG control program. To ensure that FSEs properly dispose of their waste FOG and that haulers and disposal/recycling sites are properly operated, the City requires that all hauler documentation be completed and that the hauler provide the FSE a copy prior to departing the FSE. The FSE is required to maintain copies of the hauling documentation. The minimum information requirements to be documented on the hauler’s record are (Refer to Appendix O for copy of the City’s Waste Hauling Documentation requirements) (Refer to Appendix P for a list of certified grease waste hauling companies):

 Name of hauling company
 Name and signature of operator performing the pumpout  Documentation of full pumpout with volume of water and FOG removed (e.g., 1500 gallons)
 Documentation of the level of floating FOG and Settled Solids (to determine if volume exceeds 25% capacity of the grease removal equipment)  Documentation if repairs to the grease interceptor are required  Identification of the facility where the hauler is planning to dispose of the waste

4.6 FSE Education

The City has developed FSE FOG Control educ ational material for the FSEs. The initial education to the FSEs was through FOG Characterization Study inspections conducted in 2003 and 2004 and continue via mailings and ongoing inspection activities. In this process, FSE s are provided the General Requirements, a Kitchen BMP Poster, Record Keeping Logs a nd other Educational Material. This information , in addition to a digital training video, a re also available to FSEs by downloading it from the City’s website www.santa-ana.org. Refer to Appendix Q for examples of Kitchen BMP Signage, Record FOG Control Program Manual

18 Keeping Logs, and other Educational Material. Currently, educational materials are provided to FSEs during Initial Inspections immediately after the FSE is opened , and as requested during routine FSE FOG inspections.

4.7 FSE Inspections

To ensure compliance with the FOG Control Program requirements, the City has developed a few types of FSE Inspections. These inspections and their purpose are as follows:

Initial Inspections These inspections are conducted to identify and classify each FSE’s potential to generate FOG and its potential to discharge the FO G to the sanitary sewe r system. If not adequately controlled, this FOG can lead to sewer blo ckages and,
potentially, SSOs. The inspection identif ies the type of food, equipment, and kitchen practices that contribute to FOG discharges and the equipment (e.g., grease interceptors , grease traps) that may reduce the discharge of FOG to the sewer. These initial inspections also provides the opportunity to educate the FSEs on the impact of their grease discharges, what they can do to minimize grease discharges, and how the City’s Regu lation could potentially impact them. Refer to Appendix R for an example of the inspection form.

BMP Inspections These inspections are conducted to evaluate compliance with the facility’ s best mana gement practices requirements. Refer to Appendix R for an example of the inspection form.

GRE Inspections These inspections are conducted to evalua te compliance with the facility’ s grease removal equipment requirements. Refer to Appendix R for an example of the inspection form.

Compliance Inspections These insp ections are conducted where it is determined by the FOG Control Program Manager that a follow -up inspection is required for a Non -Compliance issue that has been
identified in previous BMP, GRE or FOG Source Sewer Line Inspections.

Enforcement Inspections These inspections are conducted when elevated enforcement of the Ordinance requirements are required or when the
revocation of the FSE ’s grease interceptor installation Conditional Waiver, Waiver or Variance is required.

The inspection strategy is to focu s the City’s resources on FSEs in the vicinity and upstream of enhanced maintenance location s and on FSEs that have been identified FOG Control Program Manual

19 with a greater potential to generate FOG and discharge FOG to the sanitary sewer system. Generally, BMP and GRE inspections are conducted on an annual basis.

4.8 FSE Enforcement

The City has developed a n enforcement response plan to respond to Non -Compliance issues identified during the inspect ion processes. The enforcement response will be based on the severity of the non -compliance and the history of non-compliance at the FSE. The general approach utilized is displayed below in Figure 4-8. Appendix S, Sample Enforcement Letter, provides an example of a n enforcement letter that can be sent to facilities for non-compliances.

Figure 4-8: FOG Control Program General Enforcement Response Plan

Possible Contributor
to Downstream
Sewer Blockage
Administrative Fines, Administrative
Compliance Order, Revocation of
Grease Interceptor Waiver, Loss of
Authorization to Discharge
Wastewater
Administrative
Warning Notice
Non-Compliance
Problem Noted
during Routine
Inspection
Severity of Violation, Non-
Responsive, Remaining in
Violation
Severity of Non-
Compliance, Non-
Responsive, Remaining in
Non-Compliance
Third Tier
(Assessment of
Penalties)
Second Tier
First Tier
Directly Responsible
for Blockage,
Repeated Incidents
Possible Contributor
to Blockage
Problem, Violation Action Taken
Violator
FOG Control Program Manual

20 4.8.1 BMP NON-COMPLIANCE

Issues identified as deficient during the BMP inspection process will be documented and the FSE will be issued a Notice of Non -Compliance. The Notice will identify the area of non-compliance and the required action. Issues identified as deficient during the inspection will compromise the effectiveness of the FOG BMP Program, which will increase the FSEs potential to discharg e FOG into the sanit ary sewer. Therefore, the overall impact of each of the deficient issues will need to be evaluated individually and in relationship to the other reported deficiencies to determine the projected impact and severity of the combined deficient issues. Generally, for a single deficient issue (not considered as a serious non-compliance individually), no further enforcement action will be taken after correction of the deficiency . For multiple deficient issues , a n Administrative Warning Notice and/or an Administrative Fine are issued.

For FSE’s th at repeatedly fail to comply, the enforcement process may become more severe: For example, a repeated non -complaint FSE may no longer receive an Administrative Warning Notice and be directly issued an Ad ministrative Fine; further, the FSE’s Conditional Waiver may be revoked.

4.8.2 GRE NON-COMPLIANCE

Issues identified as deficient during the GRE inspection process will be documented and the FSE will be issued a Notice of Non -Compliance. The Notice will identify the area of non-compliance and the required action. The majority of the issues on the GRE inspection form, if identified as deficient, will compromise the effectiveness of the GRE and would likely have resulted in a direct discharge of FOG into the sanitary sewer.

Therefore, for these items it is considered a serious non -compliance issue and a n Administrative Warning Notice with the potential assessment of an Administrative Fine may be issued.

For FSE’s that repeatedly fail to comply, the enforcement process may become mor e severe: For example, a repeated non -complaint FSE may no longer receive an Administrative Warning Notice and be directly issued an Administrative Fine; further , the potential loss of the FSE’s right to discharge wastewater into the City’s sewer collection system.

4.8.3 FOG SOURCE SEWER LINE NON-COMPLIANCE

FSEs identified as sources of FOG to the City’s sewer system during FOG Source Sewer Line inspections will be iss ued Notices of Non -Compliance. This Notice will inform the FSE that FOG discharg es from their l ateral has impacted the City’s sewer line. This is considered a serious non -compliance issue and an Administrative Warning Notice and/or an Administrative Fine may be issued.

FOG Control Program Manual

21  If the FSE does not have a grease interceptor, the FSE will be informed that the y have been identified as a significant FOG discharger , that a likely cause is that their BMP practices do not appear to be effective and that more stringent adherence to BMPs is required . Additionally, they will be informed that if their facility is identified as a source of FOG to the City’s sewer during any future FOG Source Sewer Line inspections, the FSE’s grease interceptor “Conditional Waiver” may be revoked requiring the installation of a grease interceptor.

 If the FSE has a grease interceptor, the FSE will be informed that they have been identified as a significant FOG discharger, and that the likely cause is that the maintenance of their grease inter ceptor has not been effective. The FSE may be required to : 1) pump their grease intercept or on a mo re frequent basis; 2) conduct a functional integrity test of their grease interceptor; and/or 3) have their kitchen drain lines dye tested to ensure that the appropriate drains are connected to the interceptor.

For repeated non -compliance, the enforcement process may involve increased f ines and/or termination of the FSE’s right to discharge wastewater into the City’s sewer collection system. Appendix S, Santa Ana Enforcement/Lateral Evaluation Process Flow, provides an example of the enforcement flow for sewer line non-compliances.

4.9 FSE FOG Program and Data Management

The FOG Control Program is managed by the FOG Control Program Manager and the inspection and enforcement activities are conducted by City staff or by outside contractors under his/her supervi sion. The program is well integrated with the collection system maintenance program, specifically the enhanced maintenance location sewer cleaning and video inspection activities.

The FSE data management process consists of:
 Database that is utilized to identify the FSEs in the FOG Control Program and the specific details and inspection history of each facility. (Refer to Appendix C for a report of FSEs in the Program)
 Composite Map displaying the location of the FSEs (Appendix A)

Additionally, the City utilizes their internal Customer Service Records, business licenses, Orange County Health Care Agency’s (OCHCA) website, building departments ’ new construction or tenant improvement reviews for commercial or industrial property, and input from City field personnel to identify new FSEs or modifications to existing FSEs.

FOG Control Program Manual

22 5.0 MUL TI-FAMIL Y HOUSING , AND SINGLE FAMIL Y HOME FOG

CONTROL PROGRAM

The multi -family housing, and single family home FOG Control Program will utilize education as the primary method for controlling the discharge of the FOG to the sewer system. Educational information concerning FOG will be provided periodically in the City’s Newsletter, and FOG education brochures will be maile d with utility bill s on an annual basis to educate City customers. Additionally, FOG education videos will be televised periodically during the City’s Community Access television broadcast.

For areas identified as potential upstream sources of FOG in the sewer system, more frequent mailing of FOG brochures will be conducted. Additionally, FOG brochures and other educational material will be provided to multi -family housi ng for posting in common areas. Refer to Appendix T for FOG educational material.

6.0 INDUSTRIAL FOG PROGRAM

Orange County Sanitation District’s source control program is utilized to regulate the wastewater discharged from Industrial users into the City’s sewer collection system. The City will coordinate with OCSD for regulation and enforcement for those i ndustrial discharges that are identified as significant FOG discharges.

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX A

City of Santa Ana Example Section of the
Composite Sewer, Enhanced Maintenance Location, and FSE Map

MACARTHUR
M
AIN

HUTTON CENTRE

FIRST AMERICAN
IM

PERIAL PROM
ENADE

SANDPOINTE
MURPHY
STATE HWY 55

FIRST AMERICAN
IM

PERIAL PROM
ENADE

MACARTHUR
3 3
9 3
3 102
3 4
3 7
9 201
102
102
201
101
3300
3400
102
3620
151
441
130
3414
101
3200
110
3701
105
101

QUIZNOS

PASCAL'S
CAFE 201

TORN DOWN

E'S MARKET

THAI SPICE
JUICE IT UPTOGOS EATERYPALAZZO CAFÉ

WASABI SUSHI

FRESH GRILLER

SUBWAY SANDWICH

STARBUCKS COFFEE

RUBIO'S BAJA GRILL

KELLYS COFFEE & FUDGE

COURTYARD MARRIOTTKITCHEN

DOUBLETREE HOTEL/ORANGE COUNTY
S10-020
S10-025
S10-016
S10-010
S10-007S10-006
R10-014
R10-013
R10-012R10-011
R10-010 R10-009
R10-008
R10-007R10-006R10-005
R09-047
R09-043
R09-041
R09-042
R09-040
R09-039
R09-036
R09-035
STATE HWY 55
S09-049
Legend
All FSEs
Grease Removal Equipment
FSE GRE Relationship
Sewer Pipe GREASE
Unknown
Grease
Heavy
Medium
Light
None
Frequency
Frequency
Every 3 Mo
Monthly
Quarterly
Weekly
FOG and Siphon
PipelineType, Grease
<Null>, Heavy
<Null>, Light
Abandoned
Gravity Main
Cooperative Agreement Main, Heavy
Cooperative Agreement Main, Light
Cooperative Agreement Main, Medium
FORC, <Null>
Gravity MED
Gravity Main, Heavy
Gravity Main, Light
Non Santa Ana
Siphon 1 inch = 125 feet

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX B

City of Santa Ana Sewer Enhanced Maintenance Location Report OBJECTID Diameter Notes Text OperatedBy Material PipelineID UpstreamManhole DownstreamManhole 879 8" J. Rodriguez Vitrified Clay H10‐052 H10 ‐053
1417 8" EML caused by slope issues. Look into redesign, alot of hair and alot of grease A. Morales Vitrified Clay N08‐024 N08 ‐025 1425 12" J. Rodriguez Vitrified Clay N09‐022 N09 ‐020
1426 12" J. Rodriguez Vitrified Clay N09‐065 N09 ‐022
1794 8" J. Rodriguez Vitrified Clay N09‐042 N09 ‐043
1907 4" Roots Roots G. Montez Vitrified Clay C10‐076 C10 ‐075 2361 8" alot of debrea J. Rodriguez Vitrified Clay E10‐001 E10 ‐002 2371 6" ‐owner problem at1712 n. spurgeon J. Rodriguez Vitrified Clay E10‐011 E10 ‐010 2980 8" 90% sag from 270 to 290 feet intruding taps J. Rodriguez Vitrified Clay F08‐005 F08 ‐006 3018 6" Sag at 322' downstream of MH F09‐013 causes EML, Grease Cleared J. Rodriguez Vitrified Clay F09‐013 F09 ‐014 3941 6" J. Rodriguez Vitrified Clay H10‐056 H10 ‐052
3960 6" EML caused by hard change in pipe slope. Design issue. Need to look into relaying run.,heavy grease J. Rodriguez Vitrified Clay H11‐007 H11 ‐014 4654 6" bad sag hole in lateral red flag J. Rodriguez Vitrified Clay J09‐050 J09 ‐049 5120 6" J. Rodriguez Felt Liner K09 ‐032 K09 ‐031
5121 6" lined around 10/29/2010 J. Rodriguez Felt Liner K09 ‐033 K09 ‐032 5169 6" multipule cracks in line grease and debris; pushed debris to Mcfadden J. Rodriguez Vitrified Clay K10‐038 K10 ‐037 5177 6" Sag in pipe or flat line at intersection of McFadden causes FOG accumulation J. Rodriguez Vitrified Clay K10‐051 K10 ‐050 7339 6" Very flat line, almost reverse slope. Need to raise starter and redesign segment / severe sag in pip J. Rodriguez Vitrified Clay N08‐032 N08 ‐021 8964 8" USED GRENADE AND FORWARD SPINNER HEAD ,large sag in line near dwnstrm mh used vactor to reduce water J. Rodriguez Vitrified Clay C08‐030 C08 ‐029 8975 6" sag in line at ~174' downstream of starter causes EML J. Rodriguez Vitrified Clay H08‐016 H08 ‐057 8979 8" Heavy FOG accumulation from FSEs. J. Rodriguez Vitrified Clay J08‐027 J08 ‐028 8980 6" J. Rodriguez Vitrified Clay H08‐057 H08 ‐014
9334 6" J. Rodriguez Vitrified Clay J09‐055 J09 ‐054
OBJECTID Diameter Notes Text OperatedBy Material PipelineID UpstreamManhole DownstreamManhole 118 10" O. Moriel Vitrified Clay UNK O04 ‐031
1021 8" O. Moriel ABS J02 ‐009 J02 ‐008
1117 8" O. Moriel Vitrified Clay K03 ‐016 K03 ‐017
1153 8" O. Moriel Vitrified Clay K07 ‐031 K07 ‐004
1209 8" cleaned 12‐29‐2011 O. Moriel Vitrified Clay L05 ‐048 L05 ‐047 1210 8" cleaned 12‐29‐2011 O. Moriel Vitrified Clay L05 ‐047 L05 ‐046 1517 12" forward thrust O. Moriel Vitrified Clay O04 ‐032 O04 ‐033 1518 12" O. Moriel Vitrified Clay O04 ‐031 O04 ‐032
3312 8" O. Moriel Vitrified Clay G04 ‐020 G04 ‐021
3313 8" O. Moriel Vitrified Clay G04 ‐021 G04 ‐022
3766 10" O. Moriel Vitrified Clay H05 ‐015 H05 ‐032
3797 6" J. Rodriguez Vitrified Clay H06 ‐033 H06 ‐032
3799 6" O. Moriel Vitrified Clay H06 ‐035 H06 ‐034
3800 6" O. Moriel Vitrified Clay H06 ‐036 H06 ‐035
3806 8" J. Rodriguez Vitrified Clay H06 ‐062 H06 ‐043
3813 8" white milky colloidal solids O. Moriel Vitrified Clay H06 ‐052 H06 ‐069 3824 6" O. Moriel Vitrified Clay H07 ‐007 H07 ‐008
4849 8" dirt O. Moriel Vitrified Clay J03 ‐017 K03 ‐017 4885 8" O. Moriel Vitrified Clay K04 ‐010 K04 ‐011
5709 8" O. Moriel Vitrified Clay M07 ‐059 M07 ‐056
5712 8" O. Moriel Vitrified Clay M07 ‐062 M07 ‐059
5993 8" O. Moriel Vitrified Clay O04 ‐023 O04 ‐026
5994 8" grease from pie factory A. Agosto Vitrified Clay O04 ‐028 O04 ‐027 5995 8" O. Moriel Vitrified Clay O04 ‐026 O04 ‐027
5996 8" O. Moriel Vitrified Clay O04 ‐029 O04 ‐028
5997 8" O. Moriel Vitrified Clay O04 ‐027 O04 ‐030
6280 8" O. Moriel Vitrified Clay O04 ‐030 P04 ‐018
6281 8" O. Moriel Vitrified Clay P04 ‐018 P04 ‐019
6282 8" forward thrust O. Moriel Vitrified Clay P04 ‐019 P04 ‐020 6331 8" . O. Moriel Vitrified Clay Q07 ‐034 P07 ‐013
6496 12" I O. Moriel Vitrified Clay Q03 ‐011 Q03 ‐010
6497 12" O. Moriel Vitrified Clay Q03 ‐012 Q03 ‐011
6498 12" O. Moriel Vitrified Clay Q03 ‐013 Q03 ‐012
6499 10" O. Moriel Vitrified Clay Q03 ‐019 Q03 ‐013
7617 8" O. Moriel Vitrified Clay H06 ‐022 H06 ‐063
7618 8" flate line O. Moriel Vitrified Clay H06 ‐063 H06 ‐062 7809 8" forward thrust O. Moriel ABS J02 ‐008 J02 ‐007 7836 12" used forward thrust head to push to macarthur O. Moriel Vitrified Clay Q03 ‐010 Q03 ‐006 8649 8" O. Moriel Vitrified Clay E07 ‐003 E07 ‐005
8683 12" heavy grease along trough O. Moriel Vitrified Clay L05 ‐069 L05 ‐073 8684 12" heavy grease unable to video high flow O. Moriel Vitrified Clay L05 ‐073 L05 ‐074 8687 12" O. Moriel Vitrified Clay L05 ‐074 L05 ‐025
9051 8" yearly O. Moriel Vitrified Clay I06 ‐001 I06 ‐002 9053 6" O. Moriel Vitrified Clay I06 ‐002 I06 ‐004
9057 6" multiple passes unable to completely remove grease unable to complete cctv inspection O. Moriel Vitrified Clay I06 ‐004 I06 ‐013 9282 8" call out on bad smell O. Moriel Vitrified Clay E07 ‐005 E07 ‐007 9283 8" J. Rodriguez Vitrified Clay E07 ‐007 E07 ‐008

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX C

City of Santa Ana Food Service Establishment (FSE) List Street Address Name
509 W 17TH ST 17TH & ROSS
2800 N MAIN PKWY STE 938 BASKIN ROBBINS
1802 N MAIN ST BOWERS MUSEUM KIDSEUM
2800 N MAIN ST STE 908 CHARLEYS PHILLY STEAKS^
3647 W MCFADDEN AVE CHEF'S PHO & RESTURANT
922 S LYON ST CONFETTI PARTY RENTALS
8 MACARTHUR PL COURTYARD MARRIOTTKITCHEN
14211 EUCLID ST STE E DIEN ANH COFFEE SHOP
602 N FLOWER ST DOWNTOWN STADIUM GRILL
2800 N MAIN ST STE FC17 FRESH HEALTHY CAFE^ WAREHOUSE ‐ SF1C4 14291 EUCLID ST UNIT D101 HOA AN QUAN LLC
1215 N ROSS ST ILLUMINATION FOUNDATION SANTA ANA CHILDRENS RESOURCE CENTER 691 MAIN ST 90 JAMBA JUICE #161^
2327 S BRISTOL AVE LA MICHOACANA PREMIUM DE SANTA ANA^ 14291 EUCLID ST STE D102 LIEN HUE FOOD TO GO #1
14291 EUCLID ST STE D116 MON AMI CAFE RESTAURANT
3960 S MAIN ST UNIT D NATES KORNER BREAKFAST BURRITOS HOAGIES^ 500 W SANTA ANA BLVD NOVA ACADEMY EARLY COLLEGE HIGH SCHOOL ^ 2800 N MAIN ST STE 100 PARADIS ^
2428 N GRAND AVE STE L SANTIAGO CREEK COMMUNITY SCHOOL 2800 N MAIN ST SEES CANDY SHOP INC
14211 N EUCLID ST STE D SMOKING RIBS, THE
1722 W 1ST ST SUPER SALE
2800 N MAIN ST STE 308 SWEETNESS DELIGHT^
1441 W MACARTHUR BLVD STE C TAPIOCA EXPRESS^
630 S EUCLID ST STE C TAQUERIA LA MEXICANA^
117 W 4TH ST THE PIZZA PRESS
601 W 17TH ST STE C VEGGIE LEAVES INC ‐ PLAN CHECK PENDING 2609 W 5TH ST VISTA HERITAGE CHARTER MIDDLE SCHOOL
431 E FIRST ST STE 4F WABA GRILL ^
CHUNK N CHIP^ 4TH STREET MARKET Cookies
2429 N TUSTIN AVE ADALBERTOS
2210 E 1ST ST ADVANCED REHAB CTR OF TUSTIN
1425 E EDINGER AVE ALBERTO'S MEXICAN FOOD
625 S SANTA FE ST ALLEN FOODS INC
2729 N BRISTOL ST STE B1 ALOHA HAWAIIAN BBQ
3814 S BRISTOL ST STE B ALOHA HAWAIIAN BBQ
1008 S HATHAWAY ST STE N ALVAROS TACOS LLC
801 N MAIN ST AMBROSIA
1404 N GRAND AVE AMERICAN LEGION POST #131
1804 N TUSTIN AVE STE C AMI SUSHI
2221 W 2ND ST ANAS
2317 W 1ST ST STE A ANITA'S RESTAURANT
210 W 1ST ST STE 111 ANTOJITO'S CLEMENTE
1611 W SUNFLOWER AVE ANTONELLO RISTORANTE
751 S HARBOR BLVD ARSENIO'S MEXICAN FOOD
3601 W SUNFLOWER AVE ART INSTITUTE OF CALIFORNIA
2350 PULLMAN ST ARYZT A
715 N HARBOR BLVD STE 106 ASIA SANWICHES AND CAFETERIA 207 W 2ND ST B P O ELKS #794^
3664 S BRISTOL ST BAJA FISH TACOS
202A 204 W 4TH ST BAR MODA RESTAURANT
1640 E FIRST ST STE A BARI PASTA/PIZZA
324 W 4TH ST STE B BARREL ROOM, THE
2500 N MAIN ST BEAN SPROUTS
1501 MACARTHUR BLVD STE A BELLA COCINA
3940 S BRISTOL ST STE 114 BELLA CUBA CUBAN CUISINE
630 N BROADWAY ST STE 318 BELLA'S KITCHEN TOO!
1828 N TUSTIN AVE BENJIE'S RESTAURANT
2700 HOTEL TER BEST WESTERN ORANGE COUNTY
901 S EUCLID ST BETHEL BAPTIST CHURCH & SCHOOL
1320 W 1ST ST BIG K'S BURGERS DRIVE IN
2800 N MAIN ST STE 2140 BILLY BEES RESTAURANT
404 N GRAND AVE STE A BIRRERIA JALISCO
1628 S STANDARD AVE BIRRIERIA NOCHISTLAN
1840 S STANDARD AVE STE 101 BK'S DONUTS
2800 N MAIN ST STE 196B BLAZE PIZZA MAIN KITCHEN
802 E WASHINGTON BLINKING OWL DISTILLERY LLC
1620 E 1ST ST STE A BORREGO SAGRADO 2
2800 N MAIN ST STE 1038 BOUDIN SF
1724 W 17TH ST BOY'S HAMBURGERS #6
3940 S BRISTOL ST STE 111 BRASA ROSTISSERIE
2 HUTTON CENTRE DR STE 204 Bright Night
122 E 17TH ST STE 101 BRITOS TAQUERIA & RESTAURANT
122 E 17TH ST STE 104 BRIZIO PIZZA
2262 E 17TH ST BRUEGGERS BAGEL BAKERY/Z PIZZA
2841 W MACARTHUR BLVD STE 3E BRUEGGER'S BAGELS
3811 S BRISTOL ST BUFFALO WILD WINGS
120 S HARBOR BLVD STE H BUN BO HUE
1766 E MCFADDEN AVE BURGER KING
2850 S BRISTOL ST BURGER KING #2253
701 N MAIN ST BURGER KING #4309
601 E DYER RD BURGER KING #4552
200 N HARBOR BLVD BURGER KING #4991
2800 N MAIN ST STE FC6 BURGER LAB
200 N BROADWAY C4 DELICATESSEN
3130 S HARBOR BLVD STE 120 CAFE 201
1 E MACARTHUR PL CAFE 201
420 S HARBOR BLVD STE D CAFE 365
324 W 4TH ST STE A CAFE CALACAS
2800 N MAIN ST STE FC9 (916) CALIFORNIA PLATE
2102 W CHESTNUT AVE CALIFORNIA SAUSAGES
123 S HARBOR BLVD CALIFORNIA TERIYAKI
1504 W EDINGER AVE CALIFORNIA TERIYAKI GRILL
3800 S FAIRVIEW ST CALVARY CHAPEL OF COSTA MESA
3835 W 1ST ST Cancun Juice
2302 S BRISTOL ST STE D CANCUN JUICE
1026 S MAIN ST CAPRICHOS JUICE
1800 OLD TUSTIN AVE CAREHOUSE HEALTHCARE CENTER
1809 E EDINGER AVE CARL'S JR #123
1720 E DYER RD CARL'S JR #132
3325 S HARBOR BLVD CARL'S JR #245
1943 E 17TH ST CARL'S JR #277
1830 N BRISTOL ST STE 18 CARL'S JR #628
2511 S BRISTOL ST CARLS JR/GREEN BURRITO (#77)
402 W 17TH ST CARNITAS SAHUAYO
2106 W 5TH ST CARNITAS URUAPAN
2120 W EDINGER AVE CARR INTERMEDIATE SCHOOL
230 W WARNER AVE STE 101 CASA DEL REY
2929 S HALLADAY ST CATER TOTS, INC
3522 W 1ST ST CAY DUA
2900 W EDINGER AVE CENTENNIAL EDUCATION CENTER
2677 N MAIN ST STE 115 CENTER CAFE^
140 S GRAND AVE CHARLIE'S BEST
5401 W 1ST ST CHELO'S BAKERY
1301 E CHESTNUT STE A CHICHARRONES J & J
3332 S BRISTOL ST CHICKEN MAISON
3601 S BRISTOL ST CHICK ‐FIL‐A
2800 N MAIN ST STE 1140 CHICK ‐FIL‐A
2343 W 1ST ST CHICO LANDIA
3420 S BRISTOL ST CHINA OLIVE
1714 E MCFADDEN AVE STE F&G CHINA RUN
2050 N GRAND AVE STE 109 CHINATOWN EXPRESS # 26
2413 S FAIRVIEW ST STE S CHINESE FOOD EXPRESS
629 S HARBOR BLVD CHIPOLTLE
1945 E 17TH ST STE 109 CHIPOTLE
2773 N MAIN ST CHIPOTLE
3705 S BRISTOL ST CHIPOTLE MEXICAN GRILL
1212 S BRISTOL ST STE 1 CHRISTY'S DONUTS
2800 N MAIN ST STE 568 CINNABON #165
124 W MACARTHUR BLVD CLEMENTE SEAFOOD RESTAURANT
3751 HARBOR BLVD STE F CLEVER LEAF ^
2701 S BRISTOL ST COASTAL COMMUNITIES HOSPITAL
130 N FAIRVIEW ST COLIMA MEXICAN
2050 N GRAND AVE #110 CONDE CAKES & BAKERY
1111 S MAIN ST CONTINENTAL BAKERY
1621 W SUNFLOWER AVE STE D50 CORNER BAKERY
2789 N MAIN ST CORNER BAKERY CAFE
800 W 17TH ST COSTA AZUL
2401 S FAIRVIEW ST COSTA AZUL RESTAURANT
719 N MAIN ST COUNTRY GARDEN CATERERS
1209 HEMLOCK WAY COUNTRY VILLA PLAZA
3002 S HARBOR BLVD COURTYARD BY MARRIOTT SANTA
1720 S GRAND AVE COWGIRL'S CAFE
426 N HARBOR BLVD COZY CORNER DRIVE IN
700 CIVIC CENTER DR CRAIGS CAFETERIA‐COURTHOUSE
410 W 4TH ST CRAVE
312 W 4TH ST CREM DE LA CREAM
2800 N MAIN ST STE 9100 CREPE MAKER
2701 HOTEL TERRACE DR CW SUITES
511 N HARBOR BLVD STE AD K'S DONUTS
1002 E 17TH ST STE F D.F.'S BAKERY
1611 W SUNFLOWER AVE DARYA RESTAURANT
2300 N TUSTIN AVE DEL TACO #130
1740 E DYER RD DEL TACO #169
3329 S HARBOR BLVD DEL TACO #172
2900 S MAIN ST DEL TACO #26
2841 W WARNER AVE DEL TACO #72
2701 S GRAND AVE DEL TACO #731
2320 E 4TH ST DEL TACO #9
2530 S BRISTOL ST DENNY'S
5126 WESTMINSTER AVE DINH THIENG RESTAURANT
2217 W 1ST ST DINOS BURGERS #2
2610 W EDINGER AVE STE A DK'S DONUTS
901 W CIVIC CENTER DR STE 150 DO LUNCH DELI
2800 N MAIN ST STE 197 DOG HAUS
1015 S MAIN ST STE B DOMINO'S PIZZA
934 S HARBOR BLVD DOMINO'S PIZZA
2841 W MACARTHUR BLVD STE B DOMOYA GRILL AND SUSHI
2710 W EDINGER AVE STE D DON CHEPES MEXICAN FOOD
2413 S FAIRVIEW ST STE H DON JACINTO POLLO GRILL
1601 S MAIN ST DONUT STAR
902 W 1ST ST DONUT STAR
404 N GRAND AVE STE E DONUT STAR
2509 S HARBOR BLVD DONUT STAR & STAR WOK EXPRESS
1430 E MCFADDEN AVE DONUT STAR & STAR WOK EXPRESS
801 N FAIRVIEW ST DONUT VILLA
3119 S MAIN ST DONUTS DEPOT
201 E 4TH ST STE 139 DOS CHINOS @ 4TH STREET MARKET
7 HUTTON CENTER DR DOUBLETREE CLUB HOTEL
201 E MACARTHUR BLVD DOUBLETREE HOTEL/ORANGE COUNTY
600 W ALTON AVE DOUGLAS MACARTHUR SCHOOL
701 S HARBOR BLVD STE B DRAGON BOWL
2307 S BRISTOL ST STE A DUCKS DONUTS
2900 W WARNER AVE DUKE'S CHARBROILER
313 N BUSH ST EAT CHOW RESTAURANT
733 S MAIN ST EL AMANECER CAFE
1307 S MAIN ST EL BORREGO SAGRADO
1604 W FIRST ST EL CABRITO
819 S MAIN ST EL CANGREJO NICE
803 S MAIN ST EL CARBONERO RESTAURANTE
2026 W 5TH ST EL CARNAVAL
1459 S MAIN ST EL CHARRITO MEAT MARKET
2217 N FAIRVIEW ST EL CHILANGO # 1
1904 S MAIN ST EL CHILE PICANTE
2202 W EDINGER AVE EL COMEDOR
1442 S BRISTOL ST EL GALLO GIRO
1502 W 5TH ST EL INDIO
3317 W 1ST ST EL MESTIZO RESTAURANT
838 E 1ST ST EL METATE FOODS RESTAURANT
1338 W 1ST ST EL METATE PANADERIA
1220 N BRISTOL ST STE DE L MICHOACANO RESTAURANT
809 N FAIRVIEW ST EL MOCTEZUMA RESTAURANT
3622 W 5TH ST EL NUEVO ENSENADA SEAFOOD RESTAURANT
601 N HARBOR BLVD EL NUEVO MONTEREY
716 E 1ST ST EL NUEVO PERICO
1840 S STANDARD AVE STE 109 EL PANADERO BAKERY
2223 W 5TH ST STE F G HE L PICANTE
901 W 17TH ST EL PICO DE GALLO
1241 W MEMORY LN EL PIRATA SEAFOOD AND GRILL^
1909 N MAIN ST EL POLLO LOCO
2501 S BRISTOL ST EL POLLO LOCO #5327
1702 E 17TH ST EL POLLO LOCO #5550
1720 E EDINGER AVE EL POLLO LOCO #5982
1327 E 1ST ST EL POLLO NORTENO
1525 W 1ST ST STE AE L POLLO NORTENO
413 W 17TH ST STE 107 EL PORTIJO GRILL
1717 S MAIN ST EL SAHUAYO MEXICAN FOOD
1214 E POMONA ST EL SALMERON'S EL TAPATIO
3700 W MCFADDEN AVE EL SUPER
2445 S BRISTOL ST EL SUPER
3700 W WARNER AVE STE BE L TAPATIO GRILL
1338 W 1ST ST EL TORO TORTILLERIA
2509 W MCFADDEN AVE STE A ELIANA'S BAKERY
1325 E DYER RD EMBASSY SUITES HOTEL
903 S BRISTOL ST STE D ESMERALDA BAKERY
3950 S BRISTOL ST EURO CAFFE
2800 N MAIN ST STE FC12 (932) EXPRESS JAPAN
419 N FAIRVIEW ST FAIRVIEW CHAR‐BROILER
2610 W EDINGER AVE STE D FANTASTIX
2205 E 17TH ST FARMER BOY
1640 E 1ST ST STE G FASAI THAI CUISINE
3502 W 1ST ST FAVORI RESTAURANT
224 E 3RD ST FESTIVAL RESTAURANT
1 FIRST AMERICAN WAY FIRST AMERICAN FINANCIAL CORP
122 E 17TH ST STE 103 FLAME BROILER
3322 S BRISTOL ST FLAME BROILER
1538 E WARNER AVE STE A FLAME BROILER
2031 E 1ST ST STE B FLAME BROILER, THE
1212 S BRISTOL ST STE 18 19 FLOR DE MEXICALI
3412 W WESTMINSTER AVE STE W‐16 FONDA LOS HERMANOS MATA SWAP MALL 1212 S BRISTOL ST STE 13 FONDA MANZO MEXICAN FOOD
2140 S BRISTOL ST FOOD 4 LESS #340
1749 CARNEGIE AVE FOOD 4 THOUGHT
600 E WASHINGTON AVE FRENCH PARK CARE CENTER
2502 WESTMINSTER AVE STE F FRIEND'S DONUTS
2096 S GRAND AVE GAIL'S GRAND AVE. LUNCH CO.
2321 E 4TH ST STE AG D BRO BURGER
2800 N MAIN ST STE 1040 GENKI SUSHI
3732 S BRISTOL ST GEORGE'S THAI BISTRO
1526 S FLOWER ST GIOVANNI'S PIZZA
3002 W CENTENNIAL RD GODINEZ HIGH SCHOOL
1590 E ST GERTRUDE PL GOLD COAST BAKING COMPANY
2800 N MAIN ST STE 284 GOLDEN CORRAL RESATURANT
423 E 1ST ST STE 3B GOLDEN GATE CHINESE FAST FOOD
2217 S GRAND AVE GOURMET CATERERS
1704 S GRAND AVE GRAND SUB
2222 S GRAND AVE GREAT WALL CHINESE FOOD
2035 N MAIN ST GREEN PARROT VILLA
6 HUTTON CENTER DR STE 150 GRIFFIN GRILL
125 N BROADWAY STE D GYPSY DEN, THE
2771 N MAIN ST STE C HABIT BURGER
4504 W 1ST ST HAI KY MI GIA
2158 S BRISTOL ST HAPPY BUFFET
2927 S GREENVILLE ST HEART OF JESUS RETREAT CETNER
409 N BROADWAY ST HECTORS ON BROADWAY
1111 W CIVIC CENTER DR HEROES ELEMENTARY SCHOOL
2525 W WESTMINSTER AVE STE H HIEN VUONG RESTAURANT
1008 E 17TH ST HOMETOWN BUFFET #806
2015 W 1ST ST STE C HONG KONG EXPRESS RESTAURANT INC
HON'S WOK
5423 W 1ST ST HUONG QUAN
2717 W MCFADDEN AVE HUSKY BOY
3001 S BRISTOL ST I HEART PANCAKES
3361 S BRISTOL ST IN N OUT BURGER #133
3930 S BRISTOL ST STE 107‐108 INKA MAMAS
1740 E EDINGER AVE INTERNATIONAL HOUSE OF PANCAKES
400 N BROADWAY IRENIA
2704 W EDINGER AVE J&J BAKERY COOKIES BOUQUET
720 E DYER RD JACK IN THE BOX
1502 S MAIN ST JACK IN THE BOX #157‐1
820 N HARBOR BLVD JACK IN THE BOX #3158
601 N MAIN ST JACK IN THE BOX #3180
1300 W EDINGER AVE JACK IN THE BOX #3198
2502 S HARBOR BLVD JACK IN THE BOX #3241
3710 S BRISTOL ST JACK IN THE BOX #3527
1730 E EDINGER AVE JACK IN THE BOX #3545
719 N BRISTOL ST JACK IN THE BOX #397
1021 S FAIRVIEW ST JAX DONUTS
1303 N MAIN ST JIMENEZ MARKET
611 W CIVIC CENTER DR JOES PLACE
2029 E 1ST ST JOHHNY'S BURGERS
1700 E SAINT ANDREW PL JOHNSON & JOHNSON VISION
1231 W MEMORY LN STE I1 JUAN POLLO #24
2003 W 1ST ST STE A JUGO'S ACAPULCO
307 E 1ST ST STE B JUGO'S ACAPULCO
1312 W 1ST ST STE B JUGO'S VALLARTA
120 S HARBOR BLVD STE D JUGOS VALLARTA RESTAURANT
3855 S BRISTOL ST KAITEN^
2102 S MAIN ST KD'S DONUTS
1345 S MAIN ST KENTUCKY FRIED CHICKEN
2600 S BRISTOL ST KFC
1325 E 17TH ST KFC LONG JOHN SILVERS
762 S HARBOR BLVD KFC/A & W
1901 N COLLEGE AVE KINDRED HOSPITAL
1801 E CHESTNUT AVE KNOWLWOOD CAFE
633 S MAIN ST KONAN HAWAIIAN BBQ
1606 S STANDARD AVE STE 101 LA BAHIA ACAPULCO MARKET # 2 2429 W MCFADDEN AVE STE 109 LA BAHIA DE ACAPULCO MARKET 519 S MAIN ST LA CEMITA POBLAMA
906 E WASHINGTON AVE LA CHIQUITA RESTAURANT
3321 W 1ST ST LA COPA DE ORO (TORTILLERIA)
2513 W EDINGER AVE LA PACHANGA CANTINA & GRILL
2429 W MCFADDEN AVE STE 116 LA PIZZA LOCA
300 E 4TH ST STE 103 LA PIZZA LOCA
1228 E EDINGER AVE LA POBLANA
3047 S BRISTOL ST LA PRADERA CARNICERIA
4406 W 5TH ST LA RANCHERITA
2709 WESTMINSTER AVE STE BL A RANCHERITA BAKERY
1959 S MAIN ST LA REYNA
2029 W 1ST ST STE 107 LA REYNA SNACK BAR
2031 E 1ST ST STE A4 LA TORTA LOCA
1633 S STANDARD AVE LA VAQUITA
1722 W 1ST ST STE G LANTERN GRILL
2736 N BRISTOL ST LAS 3 PRINCESAS BAKERY
1524 S FLOWER ST LAS BRISAS DE APATZINGAN
719 E 1ST ST STE A LAS BRISAS OSTIONERIA
312 N BUSH ST LAS CASUELAS RESTAURANT
230 W WARNER AVE STE 107 LAS GUERITAS
3350 S BRISTOL ST STE A LEE'S SANDWICHES
710 E DYER RD LFP
1730 E 17TH ST STE A1 LITTLE CAESARS #5739
1442 S BRISTOL ST STE 2C LITTLE CAESAR'S #5747
804 S HARBOR BLVD LITTLE CAESAR'S #5761
431 E 1ST ST STE 3A LITTLE CAESARS PIZZA
423 E 1ST ST STE 3A LITTLE CAESAR'S PIZZA #5796
110 W MACARTHUR BLVD LITTLE ONION ENTERPRISES
3760 W MCFADDEN AVE STE A LOADED CAFE
451 E 1ST ST STE B LOADED CAFE
1414 W EDINGER AVE LOS ARCOS RESTAURANT
2629 W WESTMINSTER AVE STE B LOS CORALES
1638 S STANDARD AVE LOS CRISTALES COCKTAIL LOUNGE
1400 W MCFADDEN AVE STE 5 LOS PORTALES
2800 N MAIN ST STE 2160 LUCILLES SMOKEHOUSE BAR B QUE
2509 W MCFADDEN AVE STE F LUCKY CHINESE FOOD
401 S MAIN ST LUCKY GUYS BURGERS
2729 N BRISTOL ST STE B4 LUV'N DONUTS
1421 W MACARTHUR BLVD STE D LUV'N DONUTS
410 N BRISTOL ST STE E LUV'N DONUTS
806 S MAIN ST MAIN CHARBROILED BURGER
5015 W EDINGER AVE STE V MAJESTY RESTAURANT
1821 N GRAND AVE MARIE CALLENDER #40
1180 S BRISTOL ST STE 108 MARISCOS "EL CAMERON LOCO"
1714 E MCFADDEN AVE MARISCOS CENTENARIO
315 W 17TH ST MARISCOS EL CALAMAR
1801 S MAIN ST MARISCOS HECTOR
1701 E MCFADDEN AVE STE K MARISCOS HECTOR GRILL & NIGHTCLUB^ 1208 E MCFADDEN AVE MARISCOS HECTOR SPORTS GRILL
515 S MAIN ST MARISCOS LA SIRENA
1515 E 1ST ST MARISCOS PUERTO NUEVO
1128 S STANDARD AVE STE A MARISCOS VALENCIA
3701 W MCFADDEN AVE STE H MARISCOS ZAMORA
2 HUTTON CENTER DR STE 103 MASALA CRAFT
1202 W EDINGER AVE MATER DEI HIGH SCHOOL (STUDENT CAFETERIA) 2701 S RAITT ST MC FADDEN JUNIOR HIGH SCHOOL
1100 S GRAND AVE MCDONALDS
301 E 1ST ST MCDONALD'S
2300 S MAIN ST MCDONALD'S
3810 S BRISTOL ST MCDONALD'S
1526 W EDINGER AVE MCDONALD'S
2701 W MACARTHUR BLVD MCDONALD'S
666 S HARBOR BLVD MCDONALDS #5806
3600 W MCFADDEN AVE MCDONALD'S (INSIDE WALMART)
2216 S GRAND AVE MEGA SUBS
2000 N BRISTOL ST MENDEZ INTERMEDIATE SCHOOL
1851 E 1ST ST STE A METRO BEAN CAFE
2323 W 1ST ST MEXICANISIMO
4412 W 5TH ST MICHOACAN RESTAURANT
3220 HALLADAY ST STE B MIDNIGHT MUNCHIES
320 W 5TH ST MIL JUGOS
312 S MAIN ST MILL BAKERY
116 W MACARTHUR BLVD MILL BAKERY
2370 N TUSTIN AVE STE C MINI CAFE
2800 N MAIN ST STE 924 MIXABOWL^
5111 W EDINGER AVE MOM SUPERMARKET
2218 S GRAND AVE MOMS DONUTS
1641 W SUNFLOWER AVE MORTONS THE STEAKHOUSE
1933 W 17TH ST MOS 2
221 S GRAND AVE MOS 2
151 E MEMORY LN MOTHER'S MARKET
2800 N MAIN ST STE 672 MRS FIELD'S COOKIES
2901 W MACARTHUR BLVD MURASAKI SUSHI
2775 N MAIN ST MUSCLE MAKER GRILL
3960 S MAIN ST STE C NATES KORNER
4419 W REGENT DR NEWHOPE ELEMENTARY
4411 W 1ST ST NEWPORT SEAFOOD CHINESE
2031 E 1ST ST STE A2 NIKI'S INDIAN FOOD
318 W 5TH ST NINJAS WITH APPETITE^
3500 W MOORE AVE STE AN O LONGER A FSE
2801 S BRISTOL ST NO LONGER FSE
1382 E EDINGER AVE STE C NORDIC PRINCESS CHEESECAKE
102 E 17TH ST NORMS RESTAURANT
1010 S MAIN ST NORTH GATE MARKET
770 S HARBOR BLVD NORTHGATE #18
230 N HARBOR BLVD NORTHGATE GONZALEZ #9
1120 S BRISTOL ST NORTHGATE MARKET
1623 W 17TH ST NORTHGATE MARKET #7
1010 W 17TH ST NOVA ACADEMY
1206 S STANDARD AVE NUNO BROS. MARKET
1214 S STANDARD AVE NUNO BROS. TORTILLERIA &
320 S MAIN ST OHH WAA LA TACOS
136 W MACARTHUR BLVD OLE! SPAIN DELISHOP
204 E WARNER AVE STE 101 OLI'S BAKERY
2710 W EDINGER AVE STE G ONO SEAFOOD MARKET
825 N BROADWAY ST ORANGE COUNTY EDUCATION ARTS ACADEMY 1001 N TUSTIN AVE ORANGE COUNTY GLOBAL MEDICAL CENTER
1010 N MAIN ST ORANGE COUNTY HIGH SCHOOL OF THE ARTS
3301 S HARBOR BLVD STE 111 ORANGE GRILL 2
100 S MAIN ST ORIGINAL MIKE'S
1180 S BRISTOL ST STE 107 PACIFIC BAKERY
2521 W MCFADDEN AVE STE E2 PALETERIA Y NIEVERIA RESTAURANT 1701 E MCFADDEN AVE STE J PALOZA BAKERY
227 E 17TH ST PAN DULCE BAKERY
2230 W EDINGER AVE PANADERIA LA CHAPINA
2130 S BRISTOL ST STE B PANDA EXPRESS #696
2270 E 17TH ST PANDA EXPRESS #860 (2270‐2272)
1601 W 17TH ST # I PANDA EXPRESS ^
802 S HARBOR BLVD PANDA STIX
3941 S BRISTOL ST STE H I PANERA BAKERY
2726 S GRAND AVE PANINI (INSIDE HOLIDAY INN)
2810 N MAIN ST STE 1180 PANINI CAFE
3316 S BRISTOL ST PAPA JOHN'S PIZZA
3770 W MCFADDEN AVE STE A PAPA JOHN'S PIZZA
111 E OXFORD ST PASTELERIA RANCHO LA ILUSION
1331 E 1ST ST STE A PASTELES PANDERIA
413 W 17TH ST STE 101 PEKING KITCHEN CHINESE RESTAURANT 2435 N GRAND AVE PERYAM AND KROLL MARKETING
1804 N TUSTIN ST STE B PHILLYS BEST
2801 W MACARTHUR BLVD STE A‐2 PHILLY'S BEST
120 S HARBOR BLVD STE M PHO & CHE CALI RESTAURANT BAKERY 2709 WESTMINSTER AVE STE I PHO CO HA NOI
3037 S BRISTOL ST PHO CRYSTAL NOODLE HOUSE
3708 WESTMINSTER AVE Pho Moc
3610 W 1ST ST STE C PHO TAU BAY L T T
1610 S STANDARD AVE PICANTE'S
2801 W MACARTHUR BLVD STE D PICK UP STIX #7107
3017 S HARBOR BLVD PINEHILL SANDWICHES
2003 W 1ST ST STE B PIZZA HUT
1036 S MAIN ST STE 104 PIZZA HUT
3317 S BRISTOL ST PIZZA HUT #116037
2390 N TUSTIN AVE PIZZA HUT #705421
715 N HARBOR BLVD STE 104 PIZZA HUT #705426
806 W 17TH ST PIZZA HUT #705428
2541 S FAIRVIEW ST PIZZA HUT #705434
1714 E MCFADDEN AVE STE O PIZZA HUT INC
3605 S BRISTOL ST STE D PIZZA REV
220 E 4TH ST STE 102 PLAY GROUND
600 W SANTA ANA BLVD STE 103 PLAZA CAFE & DELI
3941 S BRISTOL ST STE F1 POKE BOMB
2800 N MAIN ST SPC 1048 POKE ‐RIA
2 HUTTON CENTRE DR STE 203 Poketeria
1180 S BRISTOL ST STE 105 POLLO AMIGO
1227 W 1ST ST STE A POLLO RANCHERO RESTAURANT
3825 W 1ST ST POPEYES
112 E 9TH ST POP'S CAFE
1003 S BRISTOL ST POTZOLCANO
1734 W 1ST ST STE D PRONTO PIZZA
1236 W CIVIC CENTER DR STE FP T MARIPOSAS^
1225 W 17TH ST PUERTO MADERO MARKET
128 W MACARTHUR BLVD RAFAELS PIZZA
2008 S YALE ST RASPADOS ESTILO GUERRO
420 E DYER RD RED HILL CAFE
1307 W SUNFLOWER AVE RED ROBIN BURGER & SPIRITS
1819 S MAIN ST RESTAURANT MARY
902 W MCFADDEN AVE REYNA'S MARKET
3500 W MOORE AVE STE K RICHARD JONES BBQ CTRNG
3500 W MOORE AVE STE L RICHARD JONES PIT BBQ CATERING
3401 W SEGERSTROM AVE RICHS
1421 W MACARTHUR BLVD STE G RITTERS STEAM KETTLE COOKING 413 N BROADWAY ST STE A RIVAS FOOD
1800 W 22ND ST RIVER VIEW GOLF SNACK SHOP
207 W 2ND ST UNIT B ROBBINS NEST WINE BAR & BISTRO
1945 E 17TH ST STE 104 ROCKFIRE GRILL
2231 W 5TH ST STE A B ROSARIOS BAKERY
1011 S FAIRVIEW ST ROSA'S BAKERY
2810 N MAIN ST STE 1100 ROUND 1
2860 S BRISTOL ST STE C ROUND TABLE PIZZA
1621 W SUNFLOWER AVE STE D53 ROYAL KHYBER
2521 W MCFADDEN AVE R ‐RANCH MARKET
2 HUTTON CENTER DR STE 200 RUBIO'S BAJA GRILL
2841 W MACARTHUR BLVD STE A RUBIO'S COASTAL GRILL
2220 E 17TH ST RUBIOS RESTAURANT
2802 S FLOWER ST SADDLEBACK HIGH SCHOOL
165 W POMONA ST SAHUAYO TAQUERIA
2800 N MAIN ST STE 1030 SAIGON DE PHO RESTAURANT
1706 W 5TH ST SAN ANTONIO BAKERY
3940 S BRISTOL ST STE 112 SANKAI JAPANESE RESTAURANT
2421 S BROADWAY ST SANTA ANA CATERING (32 TRUCKS)
1216 W 1ST ST SANTA ANA FOOD MARKET
520 W WALNUT ST SANTA ANA HIGH SCHOOL
2321 S BRISTOL ST SANTA BUFFET
1021 N NEWHOPE ST SANTA CLARA DAY NURSERY CENTER
2218 W 5TH ST SARINANA'S TAMALE FACTORY
1200 S STANDARD AVE SAVY DONUTS
940 S HARBOR BLVD SAVY DONUTS
2800 N MAIN ST STE FC15 (940) SBARRO
1945 E 17TH ST STE 108 SHABU SHABU BAR
1406 S FAIRVIEW ST SHAKEY'S PIZZA PARLOR
1701 E MCFADDEN AVE STE B SINALOA LIQUOR MARKET
1308 W EDINGER AVE SMART & FINAL EXTRA
1530 W 17TH ST SODEXHO SERVICES (SANTA ANA COLLEGE)
132 E DYER RD SOHO TACO
610 E 1ST ST SOLTANI RESTAURANT
1180 S BRISTOL ST STE 103 SOMBOON THAI FOOD
3531 S FAIRVIEW ST SONIC DRIVE‐IN
1030 W WARNER AVE SOUTH COAST ACUTE CARE
1180 S BRISTOL ST STE 101 SOUTH COAST PIZZA
2800 N MAIN ST STE 900 SPICE TRADERS INDIAN KITCHEN
3314 S BRISTOL ST SPICY NOODLE HOUSE
2601 HOTEL TER SPOONS RESTAURANT
2701 W 5TH ST SPURGEON INTERMEDIATE SCHOOL
730 S EUCLID ST ST BARBARA SCHOOL CAFETERIA
1929 N FAIRVIEW ST ST EDNA SUBACUTE REHABILITATE
2630 W EDINGER AVE STATER BROS MARKET #29
1230 E MCFADDEN AVE STATER BROS. MARKET #38
4600 W MCFADDEN AVE STEPHEN R FITZ SCHOOL
4600 MCFADDEN AVE STEPHEN R FITZ SCHOOL
201 E 4TH ST STE 138 STOCKYARD SANDWICH COMPANY
4041 GARRY AVE STOUFFER'S BAKERY
3305 S BRISTOL ST SUPER ANTOJITOS
1002 E 17TH ST UNIT A SUPER ANTONIO'S MEXICAN GRILL
1720 E 17TH ST SUPERIOR SUPER WAREHOUSE
1720 S MAIN ST SUPERIOR SUPER WAREHOUSE
2610 S HARBOR BLVD SUZY'S CAFE
2720 W EDINGER AVE TACO BELL
2910 S BRISTOL ST TACO BELL #19344
411 E 1ST ST TACO BELL #3434
2246 S GRAND AVE TACO BELL PIZZA HUT EXPRESS
1714 E MCFADDEN AVE STE J TACO PRONTO
2330 W EDINGER AVE STE A TACOS Y BIRRIA EL GUERO
5015 W EDINGER AVE STE G TAN HOANG HUONG FOOD TO GO
3940 S BRISTOL ST STE 111A TANDORI INDIAN CUISINE
2002 N MAIN ST TANGATA
1441 W MACARTHUR BLVD TAPIOCA EXPRESS RESTAURANT
2709 WESTMINSTER AVE STE E TAQUERIA ACAPULCO
2429 W MCFADDEN AVE STE 108 TAQUERIA ACAPULCO
1118 W 1ST ST TAQUERIA CARNICERIA TAPATIA
2610 W EDINGER AVE STE B TAQUERIA DE ANDA
902 N HARBOR BLVD TAQUERIA DE ANDA
1029 E 4TH ST TAQUERIA DE ANDA
415 N GRAND AVE TAQUERIA EL GORDITO
1013 S FAIRVIEW ST TAQUERIA EL JACALITO
2502 WESTMINSTER AVE STE B TAQUERIA EL TRIUNFO
903 S BRISTOL ST STE H TAQUERIA EL TRIUNFO
1840 S STANDARD AVE STE 107 TAQUERIA EL TRIUNFO
925 W WARNER AVE TAQUERIA EL ZAMORANO
305 E 4TH ST STE 101 TAQUERIA GUADALAJARA #4
938 S HARBOR BLVD TAQUERIA GUERRERO
1200 W WARNER AVE STE A TAQUERIA JALAPENO
1180 S BRISTOL ST STE 106 TAQUERIA LA FIESTA
630 S EUCLID ST TAQUERIA LA MEXICANA
1736 W 5TH ST TAQUERIA LOS GRANDES
202 S BRISTOL ST TAQUERIA TAPATIA
3121 S MAIN ST STE A TAQUERIA ZAMORA #3
2056 S MAIN ST TAQUITOS SAHUAYO
1441 W 17TH ST TARGET #1936
3300 S BRISTOL ST TARGET STORES #250
1330 E 17TH ST TARGET STORES #286
3930 S BRISTOL ST STE 109 TASTY ZONE
1224 E WARNER AVE TEXTRON CAFETERIA
413 N EUCLID ST THANH NOI RESTAURANT
1500 W MACARTHUR BLVD THE BOILING CRAB
2302 S BROADWAY ST THE BURGER STOP
114 E 5TH ST THE FIRST AMERICAN CORPORATION
930 S MAIN ST THE HOUSE BURGER
3611 S BRISTOL ST STE C THE KICKIN CRAB
3503 S HARBOR BLVD THE OBSERVATORY
231 E DYER RD STE A THE PUMPER PICKLE
2031 E 1ST ST STE A3 THE SANDWICH SOCIETY
1325 E DYER RD THE SWEET SPOT
207 W 2ND ST STE A THE VOLSTEAD
3650 S BRISTOL ST THE VONS COMPANIES INC #1626
1804 N TUSTIN AVE STE A THE WOK EXPERIENCE
1502 E 1ST ST TIERRA BLANCA SPORT BAR FAMILY RSTAURANT 701 N HARBOR BLVD TITO'S LA ESPECIAL
503 W 17TH ST TITO'S LA ESPECIAL
1725 COLLEGE AVE TIVOLI TERRACE HACIENDA
3751 S HARBOR BLVD STE B TOMMY PASTRAMI NY DELI (TOMMY PASTRAMI ) 1431 W WARNER AVE TORI NICK RESTAURANT
222 E WARNER AVE TORTAS & BIONICOS NICE
701 S HARBOR BLVD STE A2 TORTAS SINALOA
555 E MEMORY LN TOWN AND COUNTRY MANOR
4401 W 1ST ST TRIEU CHAU RESTAURANT
1473 S MAIN ST TRIO PIZZA
1808 N TUSTIN AVE TUTTO FRESCO
2525 W WESTMINSTER AVE STE I UNO FREE PIZZA
201 N SULLIVAN ST USA CANNING FOOD
1801 S GREENVILLE ST VALLEY HIGH SCHOOL
416 W 4TH ST VELVET LOUNGE^
709 N BRISTOL ST STE J VICTORIA BAKERY
2345 W 1ST ST VIEN DONG SEAFOOD MARKET
2720 S HARBOR BLVD STE B WABA GRILL
1215 E WARNER AVE WABA GRILL
1703 E MCFADDEN AVE Waba Grill
3750 W MCFADDEN AVE STE B WABA GRILL
431 E 1ST ST STE 4F WABA GRILL
1268 E 17TH ST STE A WABA GRILL TERIYAKI HOUSE
1130 W WARNER AVE WABA GRILL^
3600 W MCFADDEN AVE WAL ‐MART
2430 CAPE COD WAY WEST LAKE FOOD CORP
2723 N BRISTOL ST STE D3 WHAT A LOT A PIZZA
752 E DYER RD WIENERSCHNITZEL
1401 W MACARTHUR BLVD WIENERSCHNITZEL #348
1700 E MCFADDEN AVE WIENERSCHNITZEL #710
1342 N ROSS ST WILLARD INTERMEDIATEKITCHEN
3017 W 5TH ST WILLOWICK COFFEE SHOP
2801 W MACARTHUR BLVD STE C WING STOP
1411 N BROADWAY ST WISE PLACE
305 E 4TH ST STE 106 WURSTHAUS
1430 E EDINGER AVE YELLOW BASKET
2860 S MAIN ST YELLOW BASKET OF SANTA ANA
1701 N BROADWAY ST STE C YES DONUTS & YOGURT
2639 W EDINGER AVE YO! SUSHI
2413 S FAIRVIEW ST STE R YOGI'S TERIYAKI
1701 N BROADWAY ST STE A YOSHINOYA BEEF BOWL #153
2441 N TUSTIN AVE STE A YUM YUM DONUTS
2735 W EDINGER AVE YUN KATZ TORTILLERIA
3941 S BRISTOL ST STE F2 ZPIZZ A

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX D

City of Santa Ana FOG Control Rules and Regulations
1 FATS, OILS AND GREASE (“FOG”) CONTROL PROGRAM

RULES AND REGULATIONS APPLICABLE TO FOOD SERVICE ESTABLISHMENTS

OF THE

CITY OF SANTA ANA
Public Works Agency
220 S. Daisy Avenue
Santa Ana, CA 92703

Effective December 15, 2004, the City of Santa Ana adopted Ordinance Number NS 26-70 amending Chapter 39 of the Santa Ana Municipal Code adding fats, oils and grease (FOG) control regulations applicable to Food Service Establishments (FSEs). The ordinance requires all new and remodeled FSEs to install and maintain grease interceptors. Existing FSEs without grease interceptors will be issued a conditional waiver and routinely inspected to evaluate the effectiveness of their grease control measures. Existing FSEs that discharge FOG and are out of compliance with the Ordinance provisions will be required to install grease interceptors. All FSEs must implement Kitchen Best Management Practices (BMPs) to remove FOG from the waste stream entering the sewer system.

Violations of the FOG Control Program Regulations may result in the issuance of warnings, correction notices, and/or Administrative Citations. Administrative Citations carry a penalty of up to $500 per occurrence.

Any person acting in violation of this code section also may be acting in violation of the Federal Clean Water Act or the State Porter-Cologne Act and other laws and also may be subject to enforcement procedures pursuant to said statutes.

Pursuant to Ordinance Number NS 26-70 the Executive Director of the Public Works Agency hereby establishes the following Rules and Regulations related to the FOG Control Program. Said Rules and Regulations shall take effect immediately.

The Executive Director of the City of Santa Ana may add, modify or delete these Rules and Regulations.

Food Service Establishments (FSEs) must conform to these Rules and Regulations. 2 TABLE OF CONTENTS

RULE NO. TITLE PAGE NO.

1 FOG Program Notice and Conditional Waiver……………………………………….. 3 2 General Waste Discharge Prohibitions……………………………………………….. 4 3 Kitchen Best Management Practices (BMP) Requirements.......................……….. 5 4 Grease Interceptor Operation and Maintenance Requirements..............…………. 7 5 Grease Trap Operation and Maintenance Requirements.......................………….. 8 6 Notification Requirements..........................................................................……….. 9 7 Record-Keeping Requirements...............................................................…………. 11 8 Drawing Submittal Requirements...............................................................……….. 12 9 Monitoring Facilities Requirements...........................................................………… 13 10 Monitoring and Reporting of Conditions Requirements............................………… 14

3 RULE NO. 1

FOG Program Notice and Conditional Waiver

FOG Program Notice:

All FSEs will be issued a FOG Program Notice. The notice will contain the current FOG Control Program Rules and Regulations as well as site specific requirements for each FSE. The FSE is required to comply with all of the applicable Rules and Regulations as well as site specific requirements.

Conditional Waiver of Interceptor Requirement:

Existing FSEs that do not have a grease interceptor installed will be issued a Conditional Waiver.

The Conditional Waiver will specify requirements that the FSE must comply with to operate without an interceptor. The City’s FOG Control Program Manager will continually review FSE compliance with the Conditional Waiver requirements. A Conditional Waiver may be revoked at any time for any of the following reasons:

o Quantity of FOG discharge as measured or as indicated by the size of FSEs based on seating capacity, number of meals served, menu, water usage, amount of on-site consumption of prepared food and other conditions have changed since the granting of said waiver such that the FSE is contributing to FOG discharges. o
Identification of the FSE as a significant cont ributor of FOG into the Sewer System, which is based on inspection or sampling of the FOG discharged from the FSE’s sewer lateral to the Sewer System.
o Adequacy of implementation and compliance with Kitchen Best Managements Practices (BMPs).
o Change in sewer size, grade, and condition based on visual information. o Changes in operations that significantly affect FOG discharge. o Failure to comply with any of the conditions set forth in the waiver. o Any other condition deemed reasonably related to the generation of FOG discharges by the FOG Control Program Manager.

4 RULE NO. 2

General Waste Discharge Prohibitions

All FSE’s are prohibited from the following:

1. The discharge into the sewer system of FOG that may accumulate and/or cause or contribute to blockages in the sewer system or at the sewer system lateral except as provided herein.

2. The iInstallation of food grinders in the plumbing system of new constructions of FSEs. All existing food grinders shall be removed from FSEs by June 15, 2005.

3. The introduction of any additives into a FSEs wastewater system for the purpose of emulsifying FOG, unless a specific written authorization from the FOG Control Program Manager is obtained.

4. The disposal of cooking oil into drainage pipes. All waste cooking oils shall be collected, stored and labeled properly in receptacles such as barrels or drums for recycling or other acceptable methods of disposal.

5. The discharge of wastewater from dishwashers to any grease trap or grease interceptor.

6. The discharge of wastewater with temperatures in excess of 140 ˚F to any grease control device, including grease traps and grease interceptors.

7. The use of biological additives for grease remediation or as a supplement to interceptor maintenance, without prior authorization from the FOG Control Program Manager.

8. The discharge of waste from toilets, urinals, washbasins, and other fixtures containing fecal materials to sewer lines intended for grease interceptor service.

9. The discharge of any Waste including FOG and solid materials removed from the grease control device to the sewer system. Grease removed from grease interceptors shall be waste hauled periodically as part of the operation and maintenance requirements for grease interceptors.

10. Dishwashers and food waste disposal units shall not be connected to or discharged into any grease trap.

11. Operation of grease interceptors with FOG and solids accumulation exceeding 25% of the design hydraulic depth of the grease interceptor (25% rule).

5 RULE NO. 3

Kitchen Best Management Practices (BMP) Requirements

Kitchen Best Management Practices (BMPs) Requirements

All FSEs shall be required, at a minimum to implement and comply with the following Kitchen BMPs, whenever applicable:

1. Drain screens shall be installed on all drainage pipes in food preparation areas.

2. All waste cooking oil shall be collected and stored properly in recycling receptacles such as barrels or drums. Such recycling receptacles shall be maintained properly to ensure that they do not leak. Licensed waste haulers or an approved recycling facility must be used to dispose of waste cooking oil.

3. All garbage and food waste shall be disposed of directly into trash bins or containers, and not in sinks. Double-bagging food wastes that have the potential to leak in trash bins is highly recommended.

4. Employee Training:

Employees of the FSEs shall be trained by June 15, 2005 and twice each calendar year thereafter in the following areas:

a) How to “dry wipe/scrape” pots, pans, dishware and work areas before washing to remove FOG.

b) How to properly dispose of garbage, food waste and solids in enclosed plastic bags prior to disposal in trash bins or containers to prevent leaking and odors.

c) The location and use of absorption products to clean under fryer baskets and other locations where FOG may be spilled or accumulated.

d) How to properly dispose of FOG from cooking equipment into a FOG receptacle such as a barrel or drum without spilling.

Training shall be documented and employee signatures retained indicating each employee's attendance and understanding of the practices reviewed. Training records shall be available for review at any reasonable time by the FOG Control Program Manager, Orange County Health Care Agency (OCHCA) or their designees.

5. Exhaust filters shall be maintained in good operating condition utilizing frequent cleaning practices. The sewage generated from cleaning the exhaust filter shall be disposed properly.

6. Kitchen BMP and “NO GREASE” signs, posters or similar information in appropriate language(s) shall be prominently displayed in the food preparation and dishwashing areas at all times.

6 7. Absorbent materials (e.g., kitty litter or paper towels) shall be placed under the fryers or other areas where FOG typically or frequently drips or spills.

8. Covered conveyance devices shall be used in order to transport FOG without spilling.

9. FOG containers shall be emptied before they are full to avoid accidental or incidental spills.

10. “Spill Kits” (e.g., absorbent materials, kitty litter) shall be created and shall be well marked and readily accessible in the event a spill does occur.

7 RULE NO. 4

Grease Interceptor Operation and Maintenance Requirements

All existing and newly constructed grease interceptors shall be operated in accordance with the manufacturer’s specifications.

The maintenance frequency for all FSEs with a grease interceptor shall be determined in one of the following methods:

1. Grease Interceptors shall be maintained in efficient operating condition by periodic removal of the full content of the interceptor. Grease interceptors shall be fully pumped out and cleaned at a frequency such that the combined FOG and solids accumulation does not exceed 25% of the design hydraulic depth of the Grease Interceptor. This is to ensure that the minimum hydraulic retention time and required available volume is maintained to effectively intercept and retain FOG.

2. ALL FSEs with a grease interceptor shall fully pump out contents of the grease interceptor at a minimum quarterly frequency (at least once every 3 months) unless the frequency is changed based on procedures described in 3. and 4. below.

3. The FOG Control Program Manager or his/her designee may mandate a more frequent cleaning schedule if it finds that the FSE is not maintaining a grease interceptor in a manner in compliance with 1. above. The maintenance frequency may be adjusted when sufficient data has been obtained to establish an average frequency that will ensure compliance with 1. above. Based on the actual generation of FOG from a FSE, the maintenance frequency may increase or decrease; however, the minimum pumping frequency shall be 6 months.

4. A FSE may submit a request at any time to the FOG Control Program Manager requesting a change in the maintenance frequency of its grease interceptor. The FSE has the burden of responsibility to demonstrate that the requested change in frequency reflects actual operation conditions based on the average FOG accumulation over time and meets the requirements described in 1. above and that it is in full compliance with Santa Ana Municipal Code, Section 39-56.8 and the FOG Control Program. Upon determination by the FOG Control Program Manager that the requested revision is justified, the FSE shall be notified in writing of the revised maintenance frequency.

5. If the grease interceptor, at any time contains FOG and solids accumulation that does not meet the requirements described in 1. above, the FSE shall be required to have the grease interceptor serviced as soon as possible, but not more than 24 hours later, such that all FOG, sludge, and other materials are completely removed from the grease interceptor.

8 RULE NO. 5

Grease Trap Operation and Maintenance Requirements

1. A FSE may use or may be required to install grease traps, in lieu of installation of a grease interceptor when (1) installation of an interceptor can not physically be accomplished, (2) there is not adequate slope for gravity flow between kitchen plumbing fixtures and a proposed grease interceptor and/or between the grease interceptor and the private collection lines or the public sewer and (3) no alternative pretreatment can be installed. Sizing and installation of grease traps shall conform to the current edition of the California Plumbing Code.

2. Grease traps shall be operated in accordance with the manufacturer’s specifications.

3. Grease traps shall be maintained in efficient operation conditions by removing accumulated grease on an as needed basis, or the frequency specified by the manufacturer, but no less than on a weekly basis.

4. Grease traps shall be maintained free of all food residues and any FOG waste removed during the cleaning and scraping process.

5. Grease traps shall be inspected periodically, but in no event less than once a month, to check for leaking seams and pipes, and for effective operation of the baffles and flow-regulating device. Grease traps and their baffles shall be maintained free of all caked-on FOG and waste. Removable baffles shall be removed and cleaned during the maintenance process.

6. Dishwashers and food waste disposal units shall not be connected to or discharged into any grease trap.

9 RULE NO. 6

Notification Requirements

A FSE shall comply with notification requirements:

1. Notification of Spill and/or SSOs

a. In the event a FSE is unable to comply with Santa Ana Municipal Code Section 39-56 and/or the FOG Control Program due to a breakdown of equipment, accidents, or human error or the FSE has reasonable belief that its discharge will violate Chapter 39-56 and/or the FOG Control Program, the FSE or its representative shall immediately notify the FOG Control Manager by telephone at:

FOG Control Manager (714) 647-3380

b. If the material discharged has the potential to cause or results in sewer blockage or a Sanitary Sewer Overflow (SSO), the FSE shall immediately notify the Orange County Health Care Agency (OCHCA) and the FOG Control Program Manager by telephone at:

FOG Source Control Manager (714) 647-3380
OCHCA (714) 667-3600

c. Confirmation of this notification shall be made in writing to the FOG Control Program Manager no later than five (5) workings days from the date of the incident at the following address:

FOG Control Program Manager
City of Santa
Public Works Agency
220 S. Daisy Ave.

Santa Ana, CA 92703

The written notification shall state the date of the incident, the reasons for the discharge or spill what steps were taken to immediately correct the problem and what steps are being taken to prevent a recurrence.

d. Such notification shall not relieve the FSE of any expense, loss, damage or other liability that may be incurred as a result of damage or otherwise arising out of a violation of Section 39-56 of the Santa Ana Municipal Code or any other chapter of the Santa Ana Municipal Code, or other applicable law.

2. Notification Regarding Change in Operations

The FSE shall notify the FOG Control Manager in writing at least 60 days prior to any facility expansion and/or Remodeling or process modifications that may result in new or substantially increased FOG discharges or a change in the nature of the discharge. The FSE shall submit any information requested by the FOG Control Program Manager for evaluation of the effect of such expansion and/or Remodeling or process modifications on the FSEs FOG discharge to the sewer system.

The address to use to notify the FOG Control Program Manager is as follows:
10 FOG Control Program Manager
City of Santa Ana
Public Works Agency
220 S. Daisy Ave.

Santa Ana, CA 92703

The written notification shall state the FSE name, name the title of the FSEs contact person or person most knowledgeable concerning the facility expansion and/or remodeling or process modifications, address and telephone number of the FSE, date of the proposed facility expansion and/or Remodeling or process modifications and the reasons for the same.

11 RULE NO. 7

Record-Keeping Requirements

The following records shall be maintained for no less than two (2) years and the FSE shall make them available to FOG Control Program Manager, OCHCA, or their designees:

1. A record or logbook of grease interceptor or grease trap cleaning and maintenance practices and activities. The record or logbook shall include:

a. Dates inspected;

b. Name of inspector;

c. Inspector’s observations concerning the effectiveness of the grease interceptor or grease trap in controlling FOG;

d. Dates cleaned; and

e. Dates and nature of maintenance.

2. A record or logbook of Kitchen BM Ps being implemented including employee training as described more fully in Rule 2.

3. Any other information deemed appropriate by the FOG Control Program Manager to ensure compliance with Section 39-56 of the Santa Ana Municipal Code and the FOG Source Control Program.

For FSEs with Grease Interceptors:

4. Copies of records and manifests of waste hauling grease interceptor contents, which will include:
 Name of hauling company
 Name and signature of operator performing the pumpout  Documentation of full pumpout with volume of water and FOG removed (e.g., 1500 gallons)
 Documentation of the level of floating FOG and Settled Solids (to determine if volume exceeds 25% capacity of the grease removal equipment)  Documentation if repairs to the grease interceptor are required  Identification of the facility where the haul er is planning to dispose of the waste

5. Records of sampling data and/or sludge vs. slug height monitoring for FOG and solids accumulation in the grease interceptors.

6. Records of any spills and/or cleaning of the lateral or sewer system.

12 RULE NO. 8

Drawing Submittal Requirements

Upon request by the Fog Control Program Manager or his designee:

1. A proposed or existing FSE may be required to submit facility site plans, mechanical and plumbing plans, and other details to show the sewer locations and connections for its facility or premises. The submittal shall be in a form and content acceptable to the City for review of an existing or proposed grease interceptor, grease trap, monitoring facilities, metering facilities, and operating procedures. The review of the plans and procedures shall in no way relieve a FSE of the responsibility of modifying the facilities or procedures in the future, as necessary to meet the requirements of Section 39-56, the FOG Control Program or any requirements of other Regulatory Agencies.

2. The City may require drawings to be prepared by a California Registered Civil, Mechanical, or Electrical Engineer.

13 RULE NO. 9

Monitoring Facilities Requirements

1. The City may require a FSE to construct and maintain in proper operating condition at a FSEs sole expense, flow monitoring, constituent monitoring and/or Sampling Facilities.

2. The location of the monitoring or metering facilities shall be subject to approval by the FOG Control Program Manager.

3. FSEs shall, during regular business hour s provide immediate and safe access to the FOG Control Program Manager, OCHCA, or their designees to the FSEs’ monitoring and metering facilities.

4. FSE shall, upon request submit to the FOG Control Program Manager waste analysis plans, contingency plans, and other necessary information to verify it is in compliance with Section 39-56 of the Santa Ana Municipal Code and this FOG Control Program.

5. No FSE shall increase the use of water or in any other manner attempt to dilute a discharge as a way of achieving compliance with Section 39-56 of the Santa Ana Municipal Code and the FOG Control Program.

14 RULE NO. 10

Monitoring and Reporting of Conditions Requirements

1. The FOG Control Program Manager may require periodic reporting of the status of implementation of the Kitchen BMP (Rule 3), in accordance with the FOG Control Program.

2. The FOG Control Program Manager may require visual monitoring at the sole expense of the FSE to observe the actual conditions of the FSEs sewer lateral and sewer lines downstream.

3. The FOG Control Program Manager may require reports for self-monitoring of sewage constituents and FOG characteristics of the FSE needed for determining compliance with any conditions or requirements as specified in Section 39-56 of the Santa Ana Municipal Code and the FOG Control Program. The FOG Control Manager shall in a manner and form approve monitoring reports of the analyses of sewage constituents and FOG characteristics. Failure by the FSE to perform any required monitoring or to submit monitoring reports required by the FOG Control Program Manager constitutes a violation of Section 39-56. The FSE shall be responsible for any and all expenses of the City in undertaking such monitoring analyses and preparation of reports required of the FSE.

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX E

City of Santa Ana FOG Control Example “Notice”

MAYOR
Miguel A. Pulido

MAYOR PRO TEM
Claudia c. Alvarez

COUNCILMEMBERS
David Benavides
Carlos Bustamante
Michele Martinez
Vincent F. Sarmiento
Sal Tinajero

CITY OF SANTA ANA
PUBLIC WORKS AGENCY M-85
P.O. Box 1988
Santa Ana, California 92702

CITY MANAGER
David N. Ream

CITY ATTORNEY
Joseph W. Fletcher

CLERK OF THE COUNCIL
Patricia E. Healy

TO: Owners and Managers of Food Service Establishments

FROM: FOG Control Program Manager

DATE: August 22, 2006

SUBJECT: FOG Control Program and Issuance of Notice

IMPORTANT ANNOUNCEMENT

The City of Santa Ana (City) is responsible for keeping the sewer system in Santa Ana functioning properly and has implemented a Fats, Oils, and Grease (FOG) Control Program to prevent blockages in the sewer lines that can cause overflows and spills. This program is required by the State of California and was initiated in the spring of 2005.

City inspectors have visited the food service establishments (FSEs) in the City during this past year to inform personnel of the program requirements, review the facility’s Food Service Establishment Wastewater Discharge Notice (identifying FOG Program requirements), and to provide education material. The City would like to thank all of the FSEs for cooperating with the City inspectors and for the efforts that have been taken to make the program a success.

To verify the effectiveness of the FOG program and as required by the State of California, the City will continue inspecting FSEs to ensure that they are in compliance with the requirements of the program.

These inspections will include adherence to Kitchen Best Management Practices (BMPs), proper maintenance of grease removal devices, as appropriate, and review of FOG Program records. All FSE documents/records, which may be located in a binder, must be readily available for review by the inspector during the inspection. Additionally, the Orange County Health Care Agency (OCHCA) inspectors will also be reviewing a portion of the FOG Program requirements during their inspections to verify compliance. Food service establishments that are identified as non-compliant with the FOG program requirements during these inspections will be re-educated on the requirements of the FOG Program and will also have enforcement actions initiated, which may result in significant fines for non- compliance.

Your cooperation and assistance in this vital program is greatly appreciated. If you have questions please call me at (714) 647-3317, or visit the City’s website at www.santa-ana.org for the following information:

Municipal Code Chapter 39
Rules and Regulations
Program Resources (poster, brochures, record-keeping forms, etc.)

Sincerely,

Ray Burk
City Principal Civil Engineer/FOG Control Program Manager

MAYOR
Miguel A. Pulido

MAYOR PRO TEM
Claudia c. Alvarez

COUNCILMEMBERS
David Benavides
Carlos Bustamante
Michele Martinez
Vincent F. Sarmiento
Sal Tinajero

CITY OF SANTA ANA
PUBLIC WORKS AGENCY M-85
P.O. Box 1988
Santa Ana, California 92702

CITY MANAGER
David N. Ream

CITY ATTORNEY
Joseph W. Fletcher

CLERK OF THE COUNCIL
Patricia E. Healy

A: Dueños y Encargados de los Establ ecimientos del Servicio de Alimento

DE: Encargado De Programa De Control de FOG

FECHA: Agosto 22, 2006

TEMA: Programa de Control y Emisión del Aviso FOG

AVISO IMPORTANTE

La Ciudad de Santa Ana es responsible de que el sistema de alcantarilla este funcionando adecuadamente y ha implementado un programa del control de Aceites y Grasas (FOG), para prevenir obstrucciones en las lineas de alcantarilla que pueden causar desbordamientos y derramamientos. Este programa es requerido por el Estado de California y fue iniciado en 2005.

Durante este ultimo año, inspectores de la ciudad han visitado establecimientos de servicio de comida para informar al personal de requisitos del programa, revisar el Aviso del Desperdicio de agua de el establecimiento de servicio de comida, y para proveer material educativo. La ciudad quisiera agradecerle a todos los establecimientos de servicio de comida por cooperar con los inspectores de la ciudad y por los esfuerzos que han tomado para que el program sea un exito.

Para verificar la efectividad de el programa de aceites y grasas (FOG), y por requisitos de el Estado de California, la Ciudad continuara inspeccionando establecimientos de servicio de comida para asegurar que se mantengan conforme a los requisitos de el programa. Estas inspecciones incluiran adherencia a las practicas mejores en el manejo de la cocina, mantenimiento correcto de los aparatos de eliminacion de grasa. Adicionalmente, los inspectores de la Agencia de Salud de el Condado Orange también estaran revisando una porción de los requisitos del programa de aceites y grasas (FOG) durante inspecciones para verificar cumplimiento. Establecimientos de servicio de comida que no están en cumplimiento con los requisitos del programa de aceites y grasas (FOG) durante estas inspecciones seran re-educados sobre los requisitos de el programa y acciones de aplicación seran iniciadas, cual puede dar lugar a multas significantes por el incumplimiento.

Su cooperación y ayuda en este programa vital se aprecia grandemente. Si usted tiene preguntas favor de Llamar al (714) 647-3317, o visitar el Web site de la ciudad en www.santa-ana.org para la información siguiente:

Capitulo Municipal Del Codigo 39
Reglas y Regulaciones
Recursos del programa (cartel, folletos, formas del mantenimiento de Registros, etc.)

Sinceramente,

Ray Burk
Encargado De Programa Civil Principal De Control De la Ciudad Engineer/FOG

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX F

Additive Request Form
Revision Date: April 30, 2007

WASTEWATER ADDITIVE USE VARIANCE REQUEST FORM

CITY OF SANTA ANA
Fats, Oils, and Grease (FOG) Control Program

City of Santa Ana’s (City) Fats, Oils, and Grease (FOG) Control Regulations, (Article III, Chapter 39, Section 39-56 of the City’s Municipal Code ) - prohibits the introduction of additives into a Food Service Establishment’s (FSE) wastewater system for the purpose of emulsifying FOG, for grease remediation, or as a supplement to interceptor maintenance unless sp ecific written authorizati on from the City’s FOG Control Program Manager is obtained. ANY REQUEST WILL BE DENIED IF THE FSE IS FOUND

TO BE, OR HAS BEEN, IN VIOLATION OF ANY FOG PROGRAM REQUIREMENTS WITHIN THE 12 MONTH PERIOD PRIOR TO THE DATE OF THE REQUEST.

Food Service Establishment Requesting Variance:

Permit No:________________ Rev No: ________ Business License No:_________________ Facility Name:_____________________________________________________________________ Facility Address: ___________________________________________________________________ Owner Name:_______________________ Authorized Agents Name:_________________________

Additive:

Product Name: _____________________________________________________________________ Product Description:_________________________________________________________________ Product Key Constituents (attach a copy of the MSDS): _____________________________________ __________________________________________________________________________________

Product Supplier/Distributor Information
Company Name: ________________________________________________________ Contact Name:__________________________________________________________ Contact Phone No.: ______________________________________________________

Purpose for additive use: _____________________________________________________________ __________________________________________________________________________________ __________________________________________________________________________________

Justification for Request for Variance:

Note – statement must include discussion of product’ s potential impact to th e City’s sewer system (including potential FOG accumulation a nd hydrogen sulfide concentrations [H 2S]), potential impact
to the Orange County Sanitation Dist rict’s Wastewater Reclamation Facility, and potential impact to the waters of the State of California.
__________________________________________________________________________________ __________________________________________________________________________________ __________________________________________________________________________________ __________________________________________________________________________________ __________________________________________________________________________________ __________________________________________________________________________________

I request a variance for the use of the aforementioned additive and certify that all information contained in this request is true:

Signature: ________________________________ Date: ________________________ Printed Name: _____________________________

Submit Variance Request to: FOG Control Program Manager, City of Santa Ana 220 South Daisy Avenue, Santa Ana, California 92702

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX G

Grease Interceptor Installation Flow Chart
Remodeling or
Change In Operation
Does FSE
Employ High FOG Risk
Equip/Practices? (1)
Is FSE

EML/SSO
Related?
Is Space/
Slope Available
For GGI?
Is Food Being
Cooked?
Conditional
Waiver, No GCD
Required
GCD Required
No
No No
Yes
Yes
Yes
GCD Requirements Review Guidelines
03/24/2015
GGI Required
HGI Required
No
Yes
(1) High FOG Risk Equip/Practices
• Broiler
• Char Broiler
• Char Broiler w/Grease Burner
• Deep Fryer
• Griddle
• Grill
• Kettle
• Rotisserie
• Skillet
• Smoker
•S t o v e
• Tilt Skillet
•W o k
EML = Enhanced Maintenance Location
(Hot Spot)
FSE = Food Service Establishment
FOG = Fats, Oil, Grease
GCD = Grease Control Device
GGI = Gravity Grease Interceptor (large, outdoor)
HGI = Hydro-mechanical Grease Interceptor
(small, indoor)
LFP = Limited Food Preparation
Tennant
Improvements
Change in
Ownership
Plumb For Future
Any Kitchen
Improvements?
Yes
No
Prepare Forms

1. Standard Memo

2. Notice and Conditional Waiver
with Signatures
Prepare Forms

1. Standard Memo

2. Notice and Regular Permit
with Signatures
New Construction

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX H

FOG PROGRAM MEMORANDUM EXAMPLE

GREASE INTERCEPTOR MEMORANDUM

To: Date:

From:

Location:

The above referenced food service establishment (FSE) must comply with the FOG Control Program Rules and Regulations established in Ordinance NS-2921 and as follows:

A gravity grease interceptor is required at this FSE for the following reason(s):

This is a new FSE, or;

This is an existing FSE undergoing remodeling, or;

This is an existing FSE involving a change of ownershi p that will result in an increase of FOG discharged to the sewer system or is likely to continue discharging a high level of FOG.

C/c: Water Resources Division
Planning & Building Agency
OC Health Care Agency
Public Works Agency (Development)
EEC Environmental
Applicant

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX I

CONDITIONAL WAIVER APPROVAL

Page 1 of 2 ends

CITY OF SANTA ANA

FOOD SERVICE ESTABLISHMENT

WASTEWATER DISCHARGE NOTICE

AND CONDITIONAL WAIVER

FSE ID: Effective Date:

FSE Owner:

FSE Name:

FSE Address:

FSE City, State, Zip:

FSE Owner/Rep Email: FSE Owner/Rep Phone:

A gravity grease interceptor is NOT required at this FSE:

Effective August 1, 2017 , the City of Santa Ana adopted Ordinance Number NS 2 921 amending Chapter 39 of the Santa Ana Municipal Code adding fats, oils and grease (FOG) control regulations applicable to Food Service Establishments (FSEs). The ordinance requires all new and remodeled FSEs to install and maintain grease interceptors. FSEs without grease interceptors and that meet certain criteria are hereby issued a conditional waiver under the terms of this Notice and Conditional Waiver.

FSEs will be routinely inspected to evaluate the effectiveness of their grease control measures. Existing FSEs that discharge FOG and are out of compliance with the Ordinance provisions will be required to install grease interceptors. All FSEs must implement Kitchen Best Management Practices (BMPs) to remove FOG from the waste stream entering the sewer system.

Program Rules and Regulations

The City has established Rules and Regulations for the FOG Program. Refer to the C ity website at http://www.santa-ana.org/pwa/fog/documents/fog_rules_and_regulations.pdf or contact the FOG Control Program Manager at (714) 647-3320 for copies of the Rules and Regulations . Also refer to these sources for the Fats, Oils, and Grease Control Regulations (Section 39-56 of the City’s Municipal Code) and for copies of forms and educational material.

Conditional Waiver

A Conditional Waiver to the requirement to install a grease interceptor is hereby granted. This waiver may be revoked at any time upon a determination of one or more of the following:

1. Quantity of FOG discharge as measured or as indicated by the size of the FSE based on seating capacity, number of meals served, menu, water usage, amount of on -site consumption of prepared food and other conditions have changed since the granting of said waiver such that the FSE is contributing to FOG discharges.

2. Any tenant or facility modification, addition or alteration of cooking or food preparation equipment

3. Identification of the FSE as a significant contributor of FOG into the Sewer System, which is based on inspection or sampling of the FOG discharged from the FSE’s sewer lateral to the Sewer System.

4. Adequacy of implementation and compliance with Kitchen Best Management Practices (BMPs).

5. Change in sewer size, grade, and condition based on visual information.

6. Failure to comply with any of the specific requirements set forth below in this Conditional Waiver.

7. Any other condition deemed reasonably related to the generation of FOG discharges by the FOG Control Program Manager.

Page 2 of 2 ends

Specific Conditional Waiver Requirement(s)

 The developer/owner shall install a Hydro -mechanical Grease Interceptor (HGI), i n accordance with the UPC and with the Orange County Health Care Agency requirements.  The developer/owner shall design the plumbing system to separate all kitchen drains, floor drains and fixtures from other domestic drain fixtures to facilitate the future installation of a grease interceptor.

FOR HGI Installations

1. The HGI is installed pursuant to all manufacturer requirements including flow control devices and proper space for maintenance access;

2. The HGI is maintained pursuant to all manufacturers recommendations including, but not limited to:
a. Under no circumstances will the settled solids and/or floating fats, oils and grease (FOG) contained in the HGI exceed 25% of the hydraulic depth of the device; b. The full contents of the unit(s) are removed prior to settled solids and/or floating FOG reaching 25% of the hydraulic depth of the device, or at maximum, on a quarterly basis (whe n in use) c. A log is maintained of all HGI service and maintenance activities;

Notice and Conditional Waiver Amendment Notice

The Developer/owner acknowledges that no tenant improvements that include change of kitchen equipment, expansion of dining area, and or change in type of operations or use, are being performed at this time. The developer/owner has been notified that any improvements, that include what is mentioned above, will result in the revocation of this waiver to install a grease interceptor . The City may amend this Notice and/or Conditional Waiver at any time. Compliance with the requirements contained in this Notice and Conditional Waiver does not relieve the FSE of its obligation to comply with the Fats, Oils, and Grease Control Regulations, any applicable pretreatment regulations, standards or requirements under local, State, and Federal laws, including any such regulat ions, standards, requirements or laws that may become effective during the term of this Conditional Waiver. Non -compliance with any term or condition of this Notice and Conditional Waiver constitutes a violation of the Fats, Oils and Grease Control Regulat ion and may result in revocat ion of the Conditional Waiver.

BY signing, FSE owner agrees to all terms and conditions of this Notice and Conditional Waiver.

_____________________________
Nabil Saba, P.E.

Water Resources Manager

Print Name (FSE Owner/Representative) Sign Name (FSE Owner/Representative) Date

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX J

PLUMBING SEGREGATION EXAMPLE

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX K

GREASE INTERCEPTOR STANDARD PLAN
Gravity Grease Interceptor Installation Specifications

Installation Requirements:
 New construction
 Remodel/change in operation
 Under-slab plumbing
 Causing or contributing to an accelerated line maintenance location  Interceptors are not intended for the introduction of domestic sewage  Sample Box Required
 Manhole lid access over each baffle tube required
 Interceptor located in an area subject to traffic must be HS-20 traffic rated  Alternative materials considered (e.g., HDPE or fiberglass)  Interceptor must have IAPMO approval
 Use of cast iron pipe for grease interceptor applications is prohibited  Installed on exterior of building
o Avoid drive-thru lanes
o Accessible for inspection and maintenance
o Minimum 2% gravity flow

Maintenance Requirements:
 At a frequency to meet the 25% Rule
 Quarterly pump-out (more frequently/less frequently when appropriate)  Full pump-out of 100% of the contents required
 Additives that supplement pumping requirements are prohibited

Required Fixture Connections:

Fixture Typical Location Typical DFU
per CPC
Potential for
FOG
Pretreatment
Connection
3-Compartment Sink Dish Wash Area 3-6 High Required
Pre-rinse Sink Dish Wash Area 2-4 High Required
Floor Sinks/Floor
Drains/trench drains
Dish Wash Area 2-4 Moderate Required
Trench Drain Cooking Area (Kettles) 2-4 High Required
Floor Sinks Cooking Area (Woks) 2-3 High Required
Mop Sink Anywhere 3-6 Moderate Required
Commercial Dishwasher Dish Wash Area 3-6 Moderate or Low Not Recommended
Prep-Sinks Food Prep/Cooking
Area
2-4 Moderate or Low Optional
Floor Sinks/Floor Drains Food Prep/Cooking
Area
2-3 Moderate or low Optional
Hand Sinks Anywhere 2-3 Low Not necessary
Drains for Ice Machines Anywhere 1-2 Low Not necessary
Toilets and Hand Sinks Restrooms N/A N/A Never

DFUs (Max) GGI Volume (Gallons)
8 500
21 750
35 1,000
90 1,250
172 1,500
216 2,000
307 2,500
342 3,000
428 4,000

CPC Table 1014.3.6

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX L

NEW FSE FOG PROGRAM REQUIREMENTS REVIEW PROCESS
Process Flow – FOG Program Review
OC Health Care
Agency
Business Tax
Office
Planning &
Building
Agency
Water Resource Div.Customer/
Developer
FSE
Proposed
Zoning
Review
Process
Complete
Business License
Application
Complete COO
Application
Final
Inspection?
Prepare
Final COO
Begin Operations
FSE Plan
Submittal
Building Plan
Review
Process
Prepare GI MemoFOG Approval?
FOG
Program
Review
Process
Construction
Process
COO
Application
Process
BL
Application
Process
Building
Permiting
Process
Building
Inspection
Process
COO
Inspection
Process
FOG Program
Inspection
HCA Plan
Review
Process
GI Memo
FOG Plan
Corrections
Plan Revisions
Yes
Yes
No
No

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX M

FOG PROGRAM APPLICATION FORM

CITY OF SANTA ANA
220 S. Daisy Ave ● (M-85) Santa Ana, California
92703 714-647-3320
www.santa-ana.org

PUBLIC WORKS AGENCY
 THE FOLLOWING INFORMATION TO BE PROVIDED BY FOOD SERVICE ESTABLISHMENT APPLICANTS:

1. THE FOOD SERVICE ESTABLISHMENT’S (FSE) NAME:

2. THE FOOD SERVICE ESTABLISHMENT’S ADDRESS , UNIT #, AND ZIP CODE:

3. THE OWNER / APPLICANT/ REPRESENTATIVE’S NAME:

4. THE OWNER / APPLICANT/ REPRESENTATIVE PHONE NUMBER:

FOOD SERVICE ESTABLISHMENT FATS, OILS, GREASE APPLICATION FORM

CITY OF SANTA ANA
220 S. Daisy Ave ● (M-85) Santa Ana, California 92703
714-647-3320
www.santa-ana.org

PUBLIC WORKS AGENCY

5. PLEASE CHECK WHICH OF ONE THE FOLLOWING STATEMENTS APPLY:

THIS IS A NEW FSE.

THIS IS AN EXISTING FSE GOING THROUGH CHANGE OF OWNNERSHIP.

THIS IS AN EXISTING FSE GOING THROUGH REMODELING.

THIS IS AN EXISTING FSE GOING THROUGH CHANGE OF USE.

THIS IS AN OUT OF SERVICE FSE, GOING TO BE REUSED.

6. CHECK THE FOOD SERVICE ESTABLISHMENT TYPE THAT BEST REPRESENTS YOUR FACILITY?
American-Burger
Bagel
Bakery
Barbecue
Cafeteria/Buffet
Chicken
Chinese
Coffee Shop
Cookie
Deli/Sandwich
Doughnut
French
Greek
Ice Cream
Indian
Italian
Japanese/Sushi
Korean
Meat/Carniceria
Mexican
Pizza
Seafood
Steakhouse
Vegetarian
Vietnamese
Other________
*Note: If a tenant improvement or other remodeling/improvements are planned, include a digital copy of the facility plans with this application.

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX N

PUMPING FREQUENCY VARIANCE REQUEST FORM

Revision Date: February 22, 2007

GREASE INTERCEPTOR PUMPING-INTERVAL-REQUIREMENT INCREASE REQUEST FORM

CITY OF SANTA ANA
Fats, Oils, and Grease (FOG) Control Program

City of Santa Ana’s (City) Fats, Oils, and Grease (FOG) Control Regul ations, (Article III, Chapter 39, Section 39-56.8 of the City’s Municipal Code) – states that grease interceptors shall be maintained in efficient operating condition by periodic removal of the full content of the in terceptor. Food Service Estab lishments (FSEs) shall fully pump out and clean grease interceptors within a pu mping interval such that the combined FOG and solids accumulation does not exceed 25% of the design hydraulic dept h of the grease interceptor. This is to ensure that the minimum hydraulic retention time and required available volume is maintained to effectivel y intercept and retain FOG.

All FSEs with a grease interceptor shall fully pump out co ntents of the grease interceptor at a minimum quarterly pumping interval (at least once every 3 months) unless the interval is increased based on procedures described below.

The pumping interval may be adjusted when sufficient data has been obtained to establish an acceptable interval that will ensure compliance with the 25% rule. Based on the actual generation of FOG from an FSE the pumping interval may be increased; however, the maximum pumping interval shall be no greater than 6 months. An FSE may submit this request form to the FOG Control Program Manager requesting a change in the pumping interval of its grease interceptor. ANY REQUEST WILL BE DENIED IF THE FSE IS FOUND TO BE, OR HAS BEEN,

IN VIOLATION OF ANY FOG PROGRAM REQUIREMENTS WITHIN THE 12 MONTH PERIOD PRIOR TO THE DATE OF THE REQUEST. The FSE has the burden of responsibility to demonstrate that the requested change in its pumping interval reflects actual operation conditions based on the typical FOG accumulation over time without exceeding the 25% rule, and that it is in full compliance with Santa Ana Municipal Code, Section 39-56.8 and the FOG Control Program. Upon determination by the FOG Control Program Manager that the requested increase is justified, the FSE shall be notified in writing of the revised pumping interval.

Procedures for variance request:

1. FSE shall fill out and return this form.

2. A review of the FSEs program compliance history will be conducted. a. If the FSE is found to be, or has been, in violation of any FOG program requirements within the 12 month period prior to the date of the request, the request will be denied.

3. Once contacted by a City Inspector, the FSE shall coordinate an inspection schedule with the City Inspector. a. Inspection schedule may include a monthly, exhaustive inspection of the grease interceptor for a 3 to 6 month period.

4. As required by Article III, Chapter 39, Section 39-56 of the City’s Municipal Code, the FSE shall maintain all records and receipts of service regarding the grease interceptor.

NOTE: Once an FSE is granted an increase of its grease interceptor’s pumping interval, if at any time the FSE is found to be in violation of any FOG program requirements, the pumping interval shall revert to its prior length of time.

Food Service Establishment Requesting Variance:

Permit No:_______________ Rev No: ________ Business License No:____________________ Facility Name:_________________________________________________________________________ Facility Address: _______________________________________________________________________ Owner Name:___________________________ Authorized Agents Name:_________________________ Contact Phone Number:_____________________ Current pumping interval:_______________________

Justification for Request of pumping interval requirement increase:
_____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ I request an increase in my grease interceptor’s pumping interval requirement and certify that all information contained in this request is true:

Signature: _____________________________________________ Date: __________________________ Printed Name: _____________________________

Submit Request to: FOG Control Pr ogram Manager, City of Santa Ana 220 South Daisy Avenue, Santa Ana, California 92702

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX O

WASTE HAULING DOCUMENTATION REQUIREMENTS

WASTE HAULER RECEIPT

DOCUMENTATION REQUIREMENTS

The minimum information requirements to be documented on the hauler’s receipt are:

 Name of hauling company

 Name and signature of operat or performing the pumpout

 Documentation of full pumpout with volu me of water and FOG removed (e.g., 1500 gallons)

 Documentation of the level of floati ng FOG and Settled Solids (to determine if volume exceeds 25% capacity of the grease removal equipment)

 Documentation if repairs to t he grease interceptor are required

 Identification of the fac ility where the hauler is planning to dispose of the waste

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX P

CERTIFIED GREASE WASTE HAULING COMPANIES

Service Providers
Interceptor/Trap
Pumping?
Recyclable
Grease Pick‐Up
A-1 Septic Pumping (714) 779-0775 5452 S. Mountain View Yorba Linda, CA Yes No Co-West Commodities (909) 383-8341 2586 Shenandoah Way San Bernardino, CA Yes Yes CSC Construction Services (714) 210-3609 913 E. 4th Street, Santa ASanta Ana, CA Yes No Darling International Inc (323) 583-6311 2626 E 25th St Los Angeles, CA yes yes Darling International Inc. (714) 556-7867 2624 S. Hickory Drive Santa Ana, CA Yes Yes Eco Fry Solutions (714) 547-2508 1415 E. McFadden #H Santa Ana, CA No Yes Grease Company (Baker Commodities Inc.) (323) 268-2801 4020 Bandini Boulevard Los Angeles, CA Yes Yes Harbor Bio (714) 204-5393 12851 Nelson St., Garden Grove, CA Yes Yes Inland Pumping Co. (951) 734-8816 341 N. Grant Corona, CA Yes No J N Grease Svc (951) 343-1221 6227 Rutland Ave Riverside, CA Yes Yes Jimini Systems, Inc. (949) 770-7654 11161 Jeffery Rd., Irvine Irvine, CA Yes No LSW Enterprises (714) 240-1141 1215 N. Grove Anaheim, CA No Yes Major Cleanup Inc (800) 669-2783 1963 Mt. Vernon Pomona, CA Yes Yes MC Nottingham Company, Inc. (714) 953-6700 2926 W. First Street Santa Ana, CA Yes No Orange County Pumping (714) 505-9662 630 S. Hathaway Santa Ana, CA Yes Yes Orange County Vacuum Lift (714) 744-8912 442 S. Montgomery Way Orange, CA Yes No Shoemaker’s Enviro-Tech (661) 296-2394 14111 Soledad Canyon RSanta Clarita, CA Yes No Southern California Biofuel (888) 888-4121 1006 E. South St., Anaheim, CA Yes Yes Southwest Processors Inc (323) 269-9876 4120 Bandini Blvd Los Angeles, CA Yes Yes Tony’s Waste Cooking Oil Recycling (714) 401-6870 13331 Montagne Drive Santa Ana, CA No Yes Triple A Pumping Svc (949) 855-7836 P.O. Box 3655 Mission Viejo, CA Yes Yes This listing is for information only, and does not constitute endorsement of service provider.

Grease Service Companies

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX Q

FSE RECORD KEEPING LOGS AND EDUCATIONAL MATERIAL

A N IS T AY TT IN OU NOC DI E SG TRN IA CR TO

P TR NO ETE MNC OTI RN IG V N T EE H
Orange County
Sanitation District
to questions about...

Background The Orange County Sanitation District (OCSD) is the third largest publicly owned wastewater treatment agency west of the Mississippi River. OCSD treats an average of 243 million gallons of sewage per day from 2.5 million people and approximately 1,000 businesses and industries in central, north and west Orange County.

OCSD operates two treatment plants, one in Fountain Valley and one in Huntington Beach, California.

In OCSD’s 471 square mile service area, sewage from 21 cities, three special districts and some unincorporated areas of Orange County are transported to OCSD through 12,000 miles of sewer pipelines.

When large volumes of fats, oils or grease (FOG) enter sewer pipes, they solidify and accumulate, resulting in narrowing of the pipe’s internal opening. Eventually the inside of the pipe can become completely clogged, causing sewage to back up into homes and businesses, or onto the streets and into storm drains that lead to the ocean.

Such spills are unhealthy, harm the environment, and can be expensive to clean up.

In the case of food service establishments such as restaurants, they can also lead to fines and business closures.

The problem is simply that people have been putting fats, oils and grease down their drains and garbage disposals. That has to stop. The drain is not a dump.

The State of California’s
Regional Water Quality Control Board for the Santa Ana Region has issued an order (No. R8-2002-0014) to local cities and sewer districts to begin controlling the release of fats, oils and grease (FOG) into the sewer system from food service establishments, homes and businesses.

This FOG Public Education Outreach Program is a joint effort undertaken by 22 cities and districts to inform food service establishments, residents and businesses about the problems fats, oils and grease can cause in the sewer system, and to teach better ways to dispose of these materials. The Orange County Sanitation District coordinated the production of the educational materials.

City of Anaheim City of Newport Beach
City of Brea City of Orange
City of Buena Park County of Orange
City of Cypress Orange County Sanitation District
El Toro Water District City of Placentia
City of Fullerton Rossmoor/Los Alamitos Area Sewer District Garden Grove Sanitary District City of Santa Ana
City of Huntington Beach City of Seal Beach
Irvine Ranch Water District City of Stanton
City of La Habra City of Yorba Linda
Midway City Sanitary District Yorba Linda Water District Problem
FOG Public Education Outreach Program
Program Participants:

W e protect public health
and the environment
by providing effective
wastewater collection,
treatment, and recycling.

Mission –
10844 Ellis Avenue
Fountain Valley, CA
92708-7018
for more information
call (714) 962-2411
or visit our web site
www.ocsd.com
OCSD/021508/FOG_factsheet.cdr page 1
Fats, Oils and Grease (FOG)
Public Education Outreach Program
...continued on other side
Restaurants and other food service establishments are the primary sources of fats, oils and grease in the sewer system. There are two preferred ways for food service establishments to collect fats, oils and grease:
large underground devices connected to the outgoing sewer system.

When full, they must be emptied and cleaned by permitted waste pickup and disposal companies.

Installation of a grease interceptor ranges from $8,000 for new construction to $10,000 to $15,000 for a retrofit.
covered barrels for higher quality cooking grease are collected by commercial companies for recycling. This solution alone may not adequately prevent grease from entering the sewer system from sinks unless other kitchen best management practices are followed.

Residential sewer users, not just restaurants, are also sources of FOG problems, especially residents in multifamily buildings. That’s why this FOG education program addresses residents as well as businesses.

Residents can avoid such sewer problems by mixing fats, oils and grease with absorbent materials such as paper towels or kitty litter and putting them where they belong—in the trash.

Please ,
@ocsd.com.

Orange County Sanitation District
General FOG information.

Orange County Grand Jury
An April 25, 2001 grand jury report shows what the relationship between FOG and sewer spills was thought to be at that time.

Orange County Health Care Agency,
Ocean Water Protection Program
Information on sewer spills and beach closures, and annual reports on ocean and bay water quality.

Orange County Health Care Agency,
Food Protection Program
Information on restaurant closures.

United States Environmental Protection Agency
The “home page” for sewer spill information but also data on discharge permits, etc.

California Regional Water Quality Control Board,
Santa Ana Region
Information on our Region 8’s water quality control board.

Food Service Establishments
Grease Interceptors –
Grease Barrels –
General Public
Resources/Links:
www.ocsd.com
www.ocgrandjury.org/reports.asp
www.ocbeachinfo.com/downloads/index.htm
www.ocfoodinfo.com/closures.htm
http://cfpub1.epa.gov/npdes/home.cfm?program_id=4
www.waterboards.ca.gov/santaana/
For More Information contact Ingrid Hellebrand Senior Public Information Specialist with the Orange County Sanitation District, at (714) 593-7115 or ihellebrand page 2OCSD/021508/FOG_factsheet.cdr
The drain is not a dump.

Put fats, oils and grease where they belong.

Mix them in your trash with absorbent waste like paper, co? ee grounds or kitty litter.

CITY OF SANTA ANA
PUBLIC WORKS AGENCY M-85
P.O. Box 1988
Santa Ana, California 92702
Kitchen Best Management Practices (BMP’s)
Sinks and Drains
Drain Screens
 Be installed on all drains
 Have openings between 1/8” and 3/16”
 Be removable for ease of cleaning
 Be frequently cleaned (dispose of the screened solids to the trash) Grease Container Usage
 Pour all liquid oil and grease from pot s, pans, and fryers into a waste grease container
 Prior to washing, scrape solidified fats and grease from pots, pans, fryers, utensils, screens, and mats into a container
 Use recycling barrels or bins with co vers for onsite collection of grease and oil
 Empty grill top scrap baskets or boxes into a container Dishwashing
 Use rubber scrapers, squeegees, or towels to remove food and all visible fats, oils and grease from cook and serving ware prior to dishwashing  Dry wipe remaining food and fats, oils and grease into trash can prior to dishwashing
Spill Prevention and Clean-up
Proactive Spill Prevention and Clean-Up Procedure BMPs
 Develop and post spill procedures
 Develop schedule for training employees about procedures  Designate a key employee who monitors clean-up
Spill Prevention BMPs
 Empty containers before they are full to avoid accidental spills  Provide proper portable container to transport materials without spilling  Use a cover to transport grease materials to a recycling barrel

Spill Clean-up BMPs
 Block off sink and floor drains near the spill
 Clean spills with towels and absorbent material
 Use wet cleanup methods only to remove trace residues Absorbent Materials and Towel Usage
 Use disposable absorbent materials to clean areas where grease may be spilled or dripped
 When using paper towels, use food grade paper to soak up oil and grease under fryer baskets
 Use towels to wipe down work areas
 Use absorbent materials under colander s in sinks when draining excess meat fat
Food Waste Disposal/Recycling
 Used or spent oil and grease generated from fryers and other cooking equipment can be recycled through a rendering or recycling company.

Food Grinders
 Food grinders should not be used in FSEs because the resulting large volume of food solids may clog drain pipes and/or fill grease traps and interceptors.

Em
ployee Education
 An Education Program on the BMPs should be implemented consisting of:
 New employee training program
 Frequent refresher training program
 Kitchen BMP signage

CITY OF SANTA ANA
PUBLIC WORKS AGENCY M-85
P.O. Box 1988
Santa Ana, California 92702
Practicas Mejores en el Manejo de la Cocina
Fregaderos y Desague
Coladeras del Desague
 Deben ser instaladas en todos los desagues.
 Deben tener aberturas dentro de 1/8” and 3/16”
 Deben ser removidas para facilitar limpieza.
 Deben ser limpiadas frecuentemente ( deseche los residuos de comida visibles en el bote de basura.)
Uso del Contenido de Grasa
 Heche todo aceite liquido y grasa de la s ollas, cazuelas, y freidoras en un recipiente de grasa .
 Antes de lavar, raspe la manteca y grasas de las ollas, cazuelas, utensilios, coladeras, y tapetes en un recipiente.
 Use barriles de reciclar con tapas cuando colecta para colectar grasas y aceites.
 Vacie los restos de las canastas o cajas de las parrillas en un recipiente.

Lavando los Trastes
 Use raspadores de jebe, enjugadores, o t oallas para quitar la comida y toda la grasa, aceite y manteca que es visible en los trastes y de servir antes de lavarlos.
 Usando una toalla seca, limpie los residuos de comida y de grasas, aceites, y manteca en un bote de basura antes de lavarlos.

Prevención de Derrames y Lim
pieza
Prevención Proactiva de Derrames y Procedimiento de Limpieza  Desarrolle un procedimiento de limpieza de derrames y pongalo en un lugar visible.
 Desarolle un programa de entrenamient o para los empleados acerca de los procedimientos.
 Designe un empleado quien supervise la limpieza.

Prevención de Derrames
 Vacíe los recipientes antes que se llenen para evitar derrames accidentales.
 Proveer recipientes adecuados y portables para transportar materiales sin derramar.
 Use una tapa para transportar materiales de grasa al barril de reciclo.

Limpieza de Derrames (BMP’s)
 Tape el fregadero y los desagues del piso cerca del derrame.  Limpie los derrrames con toallas y materiales absorbentes.  Use métodos de limpieza con agua solo para quitar los residuos.

Uso de Materiales Absorbentes y Toallas
 Use materiales absorbentes y desechabl es para limpiar areas donde la grasa puede ser derramada o puede gotear.
 Cuando use toallas de papel, use papel de grado para comidas para absorber la grasa debajo de las canastas de freir.
 Use toallas para limpiar areas de trabajo.
 Use materiales absorbentes debajo de colanderas en fregaderos cuando exprima el exceso de grasa de las carnes.

Deshaciendose de los Residuos de Com
ida/Reciclar
 Aceites usados y grasa generada de los aparatos de freir y otros aparatos de cocina pueden ser reciclados a traves de una compañia recicladora.

Moledores de Com
idas
 Moledores de comidas no deben ser usados en los establecimientos de servicios de comida ya que el gran volumen de comidas solidas pueden obstruir las cañerias del desague o llenar los interceptores y bloqueadores de grasa.

Educación de los Em
pleados
 Un Programa de Educación en las Mejo res Practicas en la Cocina debe ser implementado.
 Programa para entrenar a nuevos empleados.
 Programa frecuente de repaso, de entrenamiento.
 El cartel indicando las reglas de las Mejores Practicas en la Cocina.

EMPLOYEE BMP TRAINING LOG

EMPLOYEE NAME INITIAL TRAINING DATE REFRESHER TRAINING
FACILITY NAME: LOCATION:

RECYCLABLE GREASE (YELLOW GREASE)

PICKUP / DISPOSAL LOG
DATE PICKED UP BY WHOM SERVICE COMMENTS (volume collected, etc.) FACILITY NAME:

Disposal
Site
(if known)

SERVICE COMMENTS
(volume pumped, problems,
etc.)
FACILITY NAME: LOCATION:

GREASE TRAP / INTERCEPTOR

MAINTENANCE LOG

DATE SERVICED BY WHOM

TYPE OF SERVICE
(pumping/hauling,
repair, etc.)
Volume
Pumped

TYPE OF SERVICE SERVICE COMMENTS
(rodding, jetting, repair, etc.) (problems, observations, etc.)

LATERAL SEWER LINE

MAINTENANCE LOG

DATE SERVICED BY WHOM
FACILITY NAME: LOCATION:

WASTE HAULER RECEIPT
DOCUM

ENTATION REQUIREMENTS
The minimum information requirements to be documented on the hauler’s receipt are:

Name of hauling company
 Name and signature of operator performing the pumpout  Documentation of full pumpout with volu me of water and FOG removed (e.g., 1500 gallons)
 Documentation of the level of floating FOG and Settled Solids (to determine if volume exceeds 25% capacity of the grease removal equipment)  Documentation if repairs to the grease interceptor are required  Identification of the facility where the hauler is planning to dispose of the waste

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX R

INSPECTION FORMS

Page 1 of 4 ends

Food Service Establishment
Survey Inspection Form

Inspector Name _____________________________ Date ___________________________

Inspector Signature _______________________________

Interviewee Name _________________________ Interviewee Title ____________________

Comments/Notes/Potential Concerns:
_____________________________________________________________________________ _____________________________________________________________________________

I. Establishment Information

Facility Name ___________________________________
Street Address _______________________________________________________________ City ______________________________________________ Zip Code__________________ Doing Business As (DBA) _______________________________ Facility Phone Number ___________________ Facility Fax Number _____________________ Email_________________________________

Facility Owner

Owner Name _________________________ Owner Phone Number _____________________ Owner Address _______________________________________________________________ City ______________________________________________ Zip Code __________________ Email_________________________________

Property Owner

Operation

Mon Wed Fri Sun
Tue Thurs Sat

Time Open
4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 :30
Time Close
4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 :30
24 hours/day
III. Photos

Front of Facility
Image #___________
Greatest Grease Producing Kitchen Equipment
Image #___________
Grease Trap
Image #___________
Grease Interceptor or Suitable Location
Image #___________
Other
Image #___________

Page 2 of 4 ends

IV. Location

Information

Location Information
(Check One)
Specialty Type
(Check One)
Seating
(Check One)
Catering
Hospital
Hotel
Mall/Food Court
Nightclub/Bar
Prison
School
Stadium/Amusement Park
Stand-alone Restaurant
Strip-Mall/Attached
Supermarket
Other_________________

American-Burger
Bagel
Bakery
Barbecue
Cafeteria/Buffet
Chicken
Chinese
Coffee Shop
Cookie
Deli/Sandwich
Doughnut
French
Greek
Ice Cream
Indian
Italian
Japanese/Sushi
Korean
Meat/Carniceria
Mexican
Pizza
Seafood
Steakhouse
Vegetarian
Vietnamese
Other________

Sit-down
Take-out
Combo

Chain Status(Check
One)
Chain

Independent
V. FOG Sources VI. UPC

Oils
(One or More)
Butter
Lard
Margarine
Peanut Oil
Shortening
Vegetable Oil
Meats
(One or More)
Beef
Chicken
Pork
Seafood

Inside Seating Capacity ______________
Outside Seating Capacity_______________________
During Peak Hours: # of Meals Served per Hour ______
# of Employees working _______
Non-Disposable Dish Usage Yes No
Significant Use of Pots and Pans Yes No

VII. Lateral Line

Clean Out
Lateral Cleanout Location _____________________________________________

Additives Used
Is an additive being used? Yes No Type: Biological Chemical Unknown If Yes, List product name ______________________________________MSDS Yes No Purpose (One or More): Odor Control Line Cleaning Grease Interceptor Other____________

Laterals
Lateral Cleaning Frequency Twice a month Monthly Quarterly Semi-Annually Annually Other________________
Contractor Name ____________________________________________________

VIII. Yellow Grease Disposal (Waste Hauling)

Recycler Name _____________________________________________ Drum Bin 5 Gallon Container Other________________________________ Approximate Gallons <55 56-150 >150 Pick-up Frequency Twice a month Monthly Quarterly Semi-Annually

Yellow Grease Disposal Documentation
Date of Last Pick-up __________________________________________

Page 3 of 4 ends

IX. Kitchen Equipment
Type Quantity Catch Pan for Grease
Deep Fryers 1 2 3 4____ Yes No N/A
Char Broiler 1 2 3 4____ Yes No N/A
Char Broiler w/Grease Burner 1 2 3 4____ Yes No N/A
Griddles 1 2 3 4____ Yes No N/A
Grills 1 2 3 4____ Yes No N/A
Kettles 1 2 3 4____ Yes No N/A
Oven 1 2 3 4____ Yes No N/A
Rotisserie 1 2 3 4____ Yes No N/A
Stoves 1 2 3 4____ Yes No N/A
Woks 1 2 3 4____ Yes No N/A
Other ___________________ 1 2 3 4____ Yes No N/A

X. Fixtures
Type Screen Compartm
ents Pipe Diameter
Direct Plumbing/
Floor Sink/Shared
Floor Sink
Connected
To Grease
Trap
Hand Sink ____ Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No Hand Sink ____ Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No Mop Sink ____
Floor Mounted
Yes No
Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No
Mop Sink ____
Floor Mounted
Yes No
Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No
Pot Sink ____
Grinder
Yes No
Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No
Pot Sink ____
Grinder
Yes No
Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No
Prep-Sink ____ Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No Prep-Sink ____

Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No
Pre-Rinse ____
Sink
Grinder Yes No
Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No
Other
___________
Yes No 1 2 3 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No
Commercial ___
Dishwasher
Yes No 3/4” 1” 1¼” 1½” 2” DP FS SFS Yes No

Hoods

Qty. _ __ Cleaned By Cleaning Method Clean Freq Water Disposal Maint Documented?
Yes No
Date of Last Cleaning
__________________
FSE
Contractor
Contractor Name:
_________________
Wash
Solvent
Other_______
Monthly
Quarterly
Annually
Other________
Mop Sink
General Drain
Off Site Disposal
Other*

Page 4 of 4 ends

Floor Sinks With Cooking Equipment
Type Location Qty / Qty Missing Screens
Floor Sinks With Wok(s)

Cooking Area ______/_____
Floor Sinks With Kettle(s)

Cooking Area ______/_____
Floor Sinks With Other
Cooking Equipment
Cooking Area ______/_____

Floor Drains and Other Floor Sinks
Type Location Qty / Qty Missing Screens
Common Drains Food Prep/Rinse/Dish-wash Area ______/_____ Common Drains Cooking Area ______/_____
Floor Sinks without Equip Food Prep/Rinse/Dish-wash Area ______/_____ Floor Sinks without Equip Cooking Area ______/_____ Floor Sinks without Equip Other Areas ______/_____

X. Grease Removal Devices

Grease Interceptor Yes No If not, is there space available? Yes No Interceptor Shared with (FSEs):__________________________________________________ Distance from kitchen area _______________________________________________ Location______________________________________________________________ Manufacturer __________________________________________________________ Model ________________________________________________________________ Size (Gallons) _________________________________ Estimated Documented Dimensions (Inches): Length _____ Width _____ Fluid Depth _____ Access Depth (grade to interceptor base) _____
Date Installed __________Number of Lids (Excluding Sample Box Lid) 1 2 3 4 Sample Box Yes No Baffle Tees Checked Yes No Pumper Name _____________________________________________ Pumping Frequency Monthly Quarterly Semi-Annually Annually Other_______

Grease Trap Yes No If not, is there space available? Yes No Passive Automatic Fixtures Connected _________________________________________ Location_______________________________________________________________ Manufacturer _____________________Model ________________________________________ Size (Gallons) ________________________________________________________ Dimensions (Inches): Length___________ Width ____________ Fluid Depth___________ Date Installed __________________________________________________________ Baffle Tees Checked Yes No Baffle Tees Screened Yes No Pumping Frequency Weekly Semi- month Monthly Quarterly Semi-Annually Other___________
Serviced by Employee Yes No
If Yes, how is grease disposed? Brown Grease Barrel Yellow Grease Barrel Trash Other___________________

XII. Closing
Requests
Request a copy of the facility menu, inspection logs, training logs, and manifests.

Request a copy of the water bill if available, ideally from the months of January or February, to determine water usage.

Interviewee Information
Primary Language English Spanish Chinese Japanese Vietnamese Other ______ Perceived Language Comprehension Fluent Partial Unsure How successful was the communication with the Interviewee? (1-10) ____________________

Revised 28/12/2006

City Of Santa Ana
FSE Best Management Practices (BMP) Inspection Report
Permit No: ____________ Inspection Date: __________
Name of Facility: ________________________________ Inspection Type: __________ Address: ______________________________________ Inspector: _______________ ______________________________________________ Citation Type: ____________ Name and Title of Facility Contact: ____________________________________________________________

FACILITY INSPECTION

1. Removal of food grinder Installation/usage prohibited per ordinance

2. Drain Screens Installed/Maintained Must be present and in working condition

3. Kitchen Signage (BMP Poster) posted BMP Poster visible in food prep/dishwashing areas

4. Scraping practices Pots, pans, and plates to be scraped of food debris prior to washing

5. Food Waste Practices Food waste to be placed in plastic bags for trash, not in sink(s)

6. Emergency Spill Response Materials Grease absorbent materials present and accessible in event of a spill

7. Utilization of Additives Additives for emulsifying or biological/chemically treating Fats, Oils, and Grease (FOG) prohibited – unless approval by FOG Control Program Manager

8. Waste cooking oil and properly stored Waste cooking oil not disposed of in drains; and waste grease container present, not leaking, and properly labeled

9. Grease Collection Log Maintained Must be kept current and accessible at all times

10. Employee Training Log Maintained Must be kept current and accessible at all times

11. Lateral Cleaning and Spill Log Maintained Must be kept current and accessible at all times Comments: __________________________________________________________________________________________ ____________________________________________________________________________________________________ ____________________________________________________________________________________________________

INSPECTION RESULTS

Facility is in COMPLIANCE. No corrective action is required at this time.

NOTICE OF NONCOMPLIANCE
Facility is in noncompliance Required corrective action includes Y N of the items checked below: any or all of the following:

Food grinder (garbage disposal) installed Remove food grinder (garbage disposal) Drain screens missing/damaged/clogged Install/repair/clean drain screen(s) BMP poster missing/obscured/damaged, etc. Post/repair/replace BMP poster Employees observed not following scraping practices Train employees on scraping practices Food waste in sink(s) and not in Train employees on proper disposal of food waste enclosed plastic bag or garbage
Missing/inadequate or inaccessible Make available/accessible grease absorbent grease absorbing materials material for spills
Additives utilized without approval of FOG Program Manager Discontinue Additive use or obtain approval Grease container leaking, not Provide, properly label, & maintain waste grease present, or improperly labeled container
Evidence of waste cooking oils in drains Train employees on proper disposal of FOG Grease Collection Log missing or not current Make available/accessible and update Grease Collection Log
Employee Training Log missing or not current Train employees on all BMPs & update Training Log Lateral Cleaning and Spill Log missing or not current Make available/accessible and Lateral Cleaning and Spill Log
Other:____________________________________________ Other:____________________________________

The above checked item(s) must be corrected within _____________ days of receipt of this Notice of Noncompliance.

AKNOWLEDGEMENT OF RECIEPT OF BMP INSPECTION REPORT
______________________________________ ________________ Signature of Facility Contact Date
______________________________________ ________________ Signature of Inspector Date
____________________________________________________________________________________________________

FOR OFFICE USE ONLY

Hotspot ID:

Hotspot Source:

Last Citation Date:

Revised 12/28/2006

City of Santa Ana
FSE Interceptor/Trap Inspection Report

Permit No: ____________ Inspection Date: __________
Name of Facility: ________________________________ Inspection Type:__________ Address: ______________________________________ Inspector: _______________ ______________________________________________ Photo #: ________________ Required Pumping Frequency: Citation Type: ____________ Name and Title of Facility Contact: _________________________________________________ Interceptor/Trap Location: ________________________________________________________ Interceptor Liquid Depth: ______inches

FACILITY INSPECTION: Grease Removal Equipment (GRE)

1. Floating Fats, Oils, and Grease (FOG) Layer -(FF) Thickness: _____ inches

2. Settable Solids (SS) Thickness: ______ inches

3. Total FF and SS Thickness: ______ inches % Accumulated FOG and SS: _____%

4. Last cleaning/pump-out date: __________

5. Mechanical Condition: See Results for Deficiencies

6. GRE Pumping Record Keeping: See Results for Deficiencies Comments: ________________________________________________________________________________ ________________________________________________________________________________________ __ __________________________________________________________________________________________

INSPECTION RESULTS

Facility is in COMPLIANCE. No corrective action is required at this time

NOTICE OF NONCOMPLIANCE
Y N Facility is in noncompliance Required corrective action includes of the items checked below: any or all of the following:

Interceptor/Trap is inaccessible for inspection Promptly remove obstructions that do not allow access to interceptor/trap
Interceptor/Trap FOG and settable solids Pump out Interceptor/Trap completely capacity exceeded
Excessive FOG in the sample box Pump out sample box completely when GRE is serviced Discharge (Effluent Line) restricted Clean effluent line (Hydro-jet) Baffle tubes plugged, submerged, Repair or replace baffle tubes damaged or missing
Insufficient GRE record keeping Maintain GRE records (log and/or hauling/pumping records) Pumping Frequency not within required interval Pump interceptor/trap within required frequency interval Other ______________________________________ Other __________________________________________ ______________________________________ __________________________________________

The above checked item(s) must be corrected within _____________ days of receipt of this Notice of Noncompliance.

AKNOWLEDGEMENT OF RECIEPT OF INTERCEPTOR INSPECTION REPORT ______________________________________ ________________ Signature of Facility Contact Date
______________________________________ ________________ Signature of Inspector Date
____________________________________________________________________________________________________

FOR OFFICE USE ONLY
Hotspot ID:

Hotspot Source:

Last Citation Date:

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX S

SANTA ANA ENFORCEMENT /

LATERAL EVALUATION PROCESS FLOW

Customer
Request
SSO Event
Mainline CCTV
Findings
LD Res or
Non-FSE
Comm?
FSE?
HD Residential
Process Flow
No
LD Residential or
Non-FSE
Commercial
Process Flow
Yes
No Lateral
Impacted
By FOG?
Yes Preliminary
Assessment
Complete?
Request Clean/CCTV
from Customer (Verbal)
Provide education (flyer)
to Customer
No
Lateral
Repair/Replace
Required?
Yes
Issue CW
Revocation Warning
Letter/Schedule
Follow-up
CCTV (2-3 mos)
Follow-up
CCTV
Impacted
By FOG?
No Further
Action
Required
Yes
No
No
Issue Letter Requiring
Routine Lateral
Maintenance (3-6mos)
Continue to Monitor
Repeat CCTV Impacted
By FOG?
No
Yes
Issue CW
Revocation Letter
Requiring Grease
Interceptor
Installation
Yes
No
Perform Lateral
Repair/Replace
Process Flow
FOG Compliance
Inspection
Non-Compliance
Identified?
Warnings/NOVs/
Citations
Repeated
NOVs
Yes
Continue Routine
FOG Inspections
Yes
No No
Yes
Santa Ana Enforcement/Lateral Evaluation Process Flow – Draft 7/15/2009
Repair/Replace
Required?
Perform Lateral
Repair/Replace
No
Yes
Continue to
Monitor?
No
Yes
SSO Response
Process Flow Public SSO?
Issue Corrective
Actions Letter to
Private Property
Owner(s)
Follow-up/
Characterization
Process Flow
No
Yes

City of Santa Ana EEC
FOG Control Program Manual
Revised February 1, 2019

APPENDIX T

MULTI-FAMILY HOMES AND SINGLE FAMILY HOME

EDUCATIONAL MATERIAL

ATTENTION!!!
Toilet Papers do not clog the
sewer system but Flushable Wipes
DO!!!
To avoid sewer overflows due to
clogging of sewer pipes, do not
flush the flushable wipes into the
toilet; instead, place them in a
trash can.
¾ Flushable wipes are not dispersible products
“Dispersible” means products
dissolve in the water and become
part of water flow. Toilet paper is
dispersible.
Personal Cleansing products, such as
flushable wipes are not “flushable”
or “dispersible.”
Instead, they will clog your toilets.
¾ Never FLUSH the flushable wipes. Place
them in a trash can.
¾ Following items belong in the trash can:
Cleaning wipes (“disposable” wipes
or flushable wipes, facial wipes, baby
wipes, moist towelettes, disinfecting
wipes), etc.
Condoms, Cotton balls, Swabs and
pads, Dental Floss, Tampons and
Applicators, Maxi‐pads, Paper
Towels, etc.
Flammable or explosive substances
such as paints, turpentine, nail polish
and polish remover, motor oil,
transmission fluids, etc.

What NOT to Flush!
Toilet is NOT a Trash Can!!
What Happens Without
Your Help
¾ If you flush non‐dispersible
items down the toilet, you may
unintentionally cause a messy
sewer overflow in your house,
your neighborhood, or
someone else’s neighborhood.
¾ During stormy weather, the
wipes can clog the sewer
pumps and a sewer overflow
could result.
¾ Your health.. Money…??
For more information, please visit
the website:
www.ci.santa‐ana.ca.us
(or)
Call: 1‐xxx‐xxx‐xxxx

The Drain Is
Not A Dump

ATTENTION:

Your Neighborhood has been identified as requiring additional sewer maintenance due to blockages. Please read the information below for ways that you can help prevent future sewer blockages in your neighborhood.

Cut Out the dumping of Fats, Oils and Grease (FOG) into the sinks and drains in your home.

Pouring cooking oil and grease into kitchen sinks, floor drains or toilets can be costly to homeowners, City of Santa Ana, and the environment. Oil and grease is generated by the
preparing and cooking of food. When it is rinsed down
plumbing systems it can build up and eventually block the entire pipe causing a sewer back-up or overflow.

What You Can Do:
 Never pour fats, oils and grease (FOG) down the drain or garbage disposal.
 Use paper towels or a rubber scraper to remove FOG from pots, pans, and dishware before washing.
 Dispose of food waste directly into the trash
 Take your accumulated FOG to Orange Coast College at
2701 Fairview Road for recycling. If you can’t recycle your FOG waste, mix FOG with absorbent material like shredded newspaper or cat litter and place in trash.

What Can Happen If You Don’t:
 Raw sewage overflowing into your home or neighbor’s home.  Potential contact with disease causing organisms.
 Raw sewage flowing into parks, yards and beaches.
 Increased sanitation fees to you as a result of higher sewer maintenance costs.

For more information please call (714) 647-3317.

The Drain Is Not A
Dump
Scrape Fats Oils and
Grease Into the Trash

APPENDIX M

A COLLECTION OF REGULA TIONS AND LOGS WHICH
SUPPORT THE CITY’S FOG CONTROL PROGRAM

Kitchen Best Management Practices (BMP’s)

Sinks and Drains
Drain Screens
 Be installed on all drains
 Have openings between 1/8” and 3/16”
 Be removable for ease of cleaning
 Be frequently cleaned (dispose of the screened solids to the trash)

Grease Container Usage
 Pour all liquid oil and grease from pots, pans, and fryers into a waste grease container  Prior to washing, scrape solidified fats and grease from pots, pans, fryers, utensils, screens, and mats into a container
 Use recycling barrels or bins with covers for onsite collection of grease and oil  Empty grill top scrap baskets or boxes into a container

Dishwashing
 Use rubber scrapers, squeegees, or towels to remove food and all visible fats, oils and grease from cook and serving ware prior to dishwashing
 Dry wipe remaining food and fats, oils and grease into trash can prior to dishwashing

Spill Prevention and Clean-up
Proactive Spill Prevention and Clean-Up Procedure BMPs
 Develop and post spill procedures
 Develop schedule for training employees about procedures  Designate a key employee who monitors clean-up

Spill Prevention BMPs
 Empty containers before they are full to avoid accidental spills  Provide proper portable container to transport materials without spilling  Use a cover to transport grease materials to a recycling barrel

Spill Clean-up BMPs
 Block off sink and floor drains near the spill
 Clean spills with towels and absorbent material
 Use wet cleanup methods only to remove trace residues

Absorbent Materials and Towel Usage

 Use disposable absorbent materials to cl ean areas where grease may be spilled or dripped
 When using paper towels, use food grade paper to soak up oil and grease under fryer baskets
 Use towels to wipe down work areas
 Use absorbent materials under colanders in sinks when draining excess meat fat

Food Waste Disposal/Recycling

 Used or spent oil and grease generated from fryers and other cooking equipment can be recycled through a rendering or recycling company.

Food Grinders

 Food grinders should not be used in FSEs because the resulting large volume of food solids may clog drain pipes and/or fill grease traps and interceptors.

Employee Education
 An Education Program on the BMPs should be implemented consisting of:
 New employee training program
 Frequent refresher training program
 Kitchen BMP signage

Practicas Mejores en el Manejo de la Cocina

Fregaderos y Desague

Coladeras del Desague
Deben ser instaladas en todos los desagues.
Deben tener aberturas dentro de 1/8” and 3/16”
Deben ser removidas para facilitar limpieza.
Deben ser limpiadas frecuentemente (deseche los residuos de comida visibles en el bote de basura.)

Uso del Contenido de Grasa

Heche todo aceite liquido y grasa de las ollas, cazuelas, y freidoras en un recipiente de grasa .
Antes de lavar, raspe la manteca y grasas de las ollas, cazuelas, utensilios, coladeras, y tapetes en un recipiente.
Use barriles de reciclar con tapas cuando colecta para colectar grasas y aceites.
Vacie los restos de las canastas o cajas de las parrillas en un recipiente.

Lavando los Trastes

Use raspadores de jebe, enjugadores, o toallas para quitar la comida y toda la grasa, aceite y manteca que es visible en los trastes y de servir antes de lavarlos.
Usando una toalla seca, limpie los residuos de comida y de grasas, aceites, y manteca en un bote de basura antes de lavarlos.

Prevención de Derrames y Limpieza

Prevención Proactiva de Derrames y Procedimiento de Limpieza Desarrolle un procedimiento de limpieza de derrames y pongalo en un lugar visible.
Desarolle un programa de entrenamiento para los empleados acerca de los procedimientos.
Designe un empleado quien supervise la limpieza.

Prevención de Derrames
Vacíe los recipientes antes que se llenen para evitar derrames accidentales.
Proveer recipientes adecuados y portabl es para transportar materiales sin derramar.
Use una tapa para transportar materiales de grasa al barril de reciclo.

Limpieza de Derrames (BMP’s)
Tape el fregadero y los desagues del piso cerca del derrame. Limpie los derrrames con toallas y materiales absorbentes. Use métodos de limpieza con agua solo para quitar los residuos.

Uso de Materiales Absorbentes y Toallas

Use materiales absorbentes y desec hables para limpiar areas donde la grasa puede ser derramada o puede gotear.
Cuando use toallas de papel, use papel de grado para comidas para absorber la grasa debajo de las canastas de freir.
Use toallas para limpiar areas de trabajo.
Use materiales absorbentes debajo de colanderas en fregaderos cuando exprima el exceso de grasa de las carnes.

Deshaciendose de los Residuos de Comida/Reciclar

Aceites usados y grasa generada de los aparatos de freir y otros aparatos de cocina pueden ser reciclados a traves de una compañia recicladora.

Moledores de Comidas

Moledores de comidas no deben ser us ados en los establecimientos de servicios de comida ya que el gran volumen de comidas solidas pueden obstruir las cañerias del desague o llenar los interceptores y bloqueadores de grasa.

Educación de los Empleados

Un Programa de Educación en las Mejores Practicas en la Cocina debe ser implementado.
Programa para entrenar a nuevos empleados.
Programa frecuente de repaso, de entrenamiento.
El cartel indicando las reglas de las Mejores Practicas en la Cocina.

Limpie con una toallita
las ollas, cazuelas, y
en el desague.
1 2 2
3 3
4 4
1 Dispose of food
Deseche los
Clean mats inside
Limpie los tapetes de
THETHE
La Forma Incorrecta La Forma Correcta
ManagingManaging
FATS, OIL and and GREASE
“It’s Easier than YOU Think!” “It’s Easier than YOU Think!” Wipe pots, pans, and
work areas prior to
washing.
areas de trabajo antes
de la varlos.

Do not
Do not dispose
of food waste into the
garbage disposal.

No ponga desperdicios de
comida en el triturador de
comida.

Do not pour waste oil
directly into the drain.

No ponga desperdicio de
aceite directamente en el
desague.

Do not wash floor
mats where water will
run off directly into
the storm drain.

No lave tapetes de piso en un
lugar donde el agua corra
hacia el desague.
pour cooking pour cooking
residue directlyesidue directly
into the drain.into the drain.

No vierta residuos de
cocinar directamente
waste directly into
the trash.
desperdicios de comida
en el bote de basura.
over a utility sink.
piso detro de un lavabo
o fregador.

Collect waste oil
and store for recycling.

Junte el desperdicio de
aceite y guardelo para
que sea reciclado.

RIGHT WAY WRONG WAY
California R estaurant A ssociation and the City of S anta A na For more information (para mas informacion llame a) (714)647-3320

RECYCLABLE GREASE (YELLOW GREASE)

PICKUP / DISPOSAL LOG
DATE PICKED UP BY WHOM SERVICE COMMENTS (volume collected, etc.) FACILITY NAME:

TYPE OF SERVICE SERVICE COMMENTS
(rodding, jetting, repair, etc.) (problems, observations, etc.)

LATERAL SEWER LINE

MAINTENANCE LOG

DATE SERVICED BY WHOM
FACILITY NAME: LOCATION:

Disposal
Site
(if known)

SERVICE COMMENTS
(volume pumped,
problems, etc.)
FACILITY NAME: LOCATION:

GREASE TRAP / INTERCEPTOR

MAINTENANCE LOG

DATE SERVICED BY WHOM

TYPE OF SERVICE
(pumping/hauling,
repair, etc.)
Volume
Pumped
Date Date Date Date

EMPLOYEE BMP TRAINING LOG

EMPLOYEE NAME INITIAL TRAINING DATE REFRESHER TRAINING
FACILITY NAME: LOCATION:

Santa Ana City CouncilOctober 21, 2025

Santa Ana City Council
October 21, 2025