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HomeMy WebLinkAboutRES NO 029-15RESOLUTION NO. 029- 1 5 A RESOLUTION OF THE COUNCIL OF THE CITY OF BAKERSFIELD ADOPTING A MAINTENANCE AND OPERATION PLAN FOR THE KERN RIVER LEVEE DISTRICT WHEREAS, in 2000 the Kern River Levee District merged with the City of Bakersfield and established a subsidiary district; and WHEREAS, the City of Bakersfield operates and maintains an earthen levee along the south side of the Kern River from Manor Street to a point west of Allen Road at the City limit boundary; and WHEREAS, at its February 18, 2015 Water Board meeting, the City of Bakersfield Water Board recommended that the Kern River Levee Operation and Maintenance Plan be adopted by the City Council; and WHEREAS, the Federal Emergency Management Agency (FEMA) requires an adopted maintenance and operation plan for the Kern River South Levee from the community Chief Executive Officer (Mayor): NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Bakersfield, as follows: Pursuant to Section 12 of the City Charter, the City Council of the City of Bakersfield adopts the Kern River Levee Operation and Maintenance Plan, attached hereto as Exhibit A. ---- - - - - -- 000---- - - - - -- - Page 1 of 2 Pages - 0 AKF9s U r- 0 ORIGINAL HEREBY CERTIFY that the foregoing Resolution was passed and adopted by the Council of the City of Bakersfield at a regular meeting thereof held on MAR 7 5 20151 by the following vote: THAPES COUNCILMEMBER RIV A MAXWELL, WER, SMITH, HA SON, SULLIVAN, PARR C OUNCILME MBER ABSTAIN: COUNCILMEMBER N ABSENT: COUNCILMEMBER lV - APPROVED MAR 2 5 2015 -�Xd ROBERTA GAFFORD, CM CITY CLERK and Ex Officio Clerk of the Council of the City of Bakersfield APPROVED AS TO FORM: VIRGINIA GENNARO City Attorney �GINIA OENNARO City Attorney Attachment: Exhibit "A" - Page 2 of 2 Pages - o�`�AKF9� U p ORIGINAL.. EXHIBIT "A" OPERATION AND MAINTENANCE MANUAL TY OF BAKERSFI ELD LEVEES HLUNU THE SOUTHERN BANKS OF THE KERN RIVER LOCATED IN KERN COUNTY ADOPTED: Art R. Chianello, P.E. Water Resources Ma f-- m U 9RIGINAI Table of Contents PARTI — INTRODUCTION ......................................................................................................... ............................... 2 OPERATION AND MAINTENANCE REGULATIONS .......................................................... ..............................2 AGENCIES RESPONSIBLE FOR OPERATIONS AND MAINTENANCE ........................... ..............................2 FUNCTIONS OF THE OPERATIONS AND MAINTENANCE ORGANIZATIONS ............... ..............................2 PART II — PROJECT INFORMATION ......................................................................................... ..............................5 GENERAL............................................................................................................................ ............................... 5 PARTIII — OPERATION .............................................................................................................. ..............................6 Chapter1 — Introduction ........................................................................................................... ..............................6 GENERAL............................................................................................................................ ............................... 6 Chapter 2 — Flood- Operation Procedures ............................................................................... ............................... 8 GENERAL............................................................................................................................ ............................... 8 STAGE1 FLOOD ALERT .................................................................................................... ............................... 8 STAGE2 FLOOD ALERT .................................................................................................... ............................... 8 STAGE3 FLOOD ALERT .................................................................................................... ............................... 9 EQUIPMENT AND MATERIAL FOR FLOOD FIGHTING ACTIVITIES ................................ ..............................9 COORDINATION WITH U.S. ARMY CORPS OF ENGINEERS .......................................... ..............................9 PART IV — MAINTENANCE AND INSPECTION ....................................................................... .............................11 Chapter1 — Introduction .......................................................................................................... .............................11 OVERALL MAINTENANCE RESPONSIBILITIES ............................................................. ............................... 11 Chapter 2 — Maintenance Function ....................................................................................... ............................... 11 ROUTINE MAINTENANCE MEASURES ............................................................................ .............................11 NON - ROUTINE MAINTENANCE ........................................................................................ .............................13 EQUIPMENT AND MATERIAL FOR FLOOD FIGHTING ACTIVITIES ............................. ............................... 14 Chapter3 — Inspection Function ........................................................................................... ............................... 14 PERIODICINSPECTIONS .................................................................................................. .............................14 Chapter 4 — Public Interest Function ..................................................................................... ............................... 15 POLICEPROTECTION ....................................................................................................... .............................15 PUBLICHEALTH AND SAFETY ....................................................................................... ............................... 15 Chapter 5 — Project Review Function .................................................................................... ............................... 15 AUTHORIZATION.............................................................................................................. ............................... 15 REVIEWPROCEDURES .................................................................................................. ............................... 15 PROJECTINSPECTIONS ................................................................................................... .............................16 PART V — OPERATION AND MAINTENANCE REPORTS ...................................................... .............................17 Chapter1 — Report Function ................................................................................................... .............................17 GENERAL REPORTING ACTIVITIES ............................................................................... ............................... 17 TYPESOF REPORTS ....................................................................................................... ............................... 17 REPORTORGANIZATION ............................................................................................... ............................... 18 Chapter 2 — Spring Semiannual Reports ............................................................................... ............................... 18 PREPARATIONOF FORMS ............................................................................................. ............................... 18 GENERAL REPORTING ACTIVITIES ................................................................................. .............................19 Chapter 3 — Fall Semiannual Report ..................................................................................... ............................... 19 APPENDIX A: Excerpt from Title 33 of Code of Federal Regulations APPENDIX B: Kern River South Levee Data Sheet APPENDIX C: Flood Control Works (FCW) Inspection Guide APPENDIX D: Storm Patrol Manual 1 OPERATION AND MAINTENANCE MANUAL CITY OF BAKERSFIELD LEVEES ALONG THE SOUTHERN BANKS OF THE KERN RIVER LOCATED IN KERN COUNTY PART I - INTRODUCTION This manual is intended to guide the operation and maintenance of the flood control levee system located along the southern banks of the Kern River in the City of Bakersfield. This manual specifies the policies and procedures that are part of the responsibilities of the City of Bakersfield Water Resources Department (Department) with regard to the operation and maintenance of these facilities. Also, this manual is developed to meet the requirements of Title 44, Article 65.10 of the Code of Federal Regulations per the National Flood Insurance Program (NFIP) Regulations. Essential instructions are provided in sufficient detail to ensure proper operation of the flood control protective works and maintenance of these facilities in a manner that will assure their continued function. OPERATION AND MAINTENANCE REGULATIONS 1. The south levees of the Kern River, known as the South Levee, were constructed utilizing local funds. Federal monies were not involved. However, in order to comply with Federal requirements implemented by the U.S. Department of Homeland Security, Federal Emergency Management Agency (FEMA) this manual has been developed to meet the requirements of Title 44, Article 65.10 of the Code of Federal Regulations per the National Flood Insurance Program (NFIP) Regulations. 2. Title 33, Article 208.10 of the Code of Federal Regulations regarding maintenance and operation of structures and facilities for local flood protection also applies. An extract has been included in Appendix A of this manual. 3. Facilities are operated in accordance with the Kern River Channel Maintenance Program adopted in 1985. AGENCIES RESPONSIBLE FOR OPERATIONS AND MAINTENANCE 4. The City of Bakersfield Water Resources Department (Department) is the organization responsible for operation and maintenance of the South Levee along the Kern River in the City of Bakersfield. The Department is required to maintain divisions capable of adequately operating and maintaining the project units for flood control. The Department shall appoint an official (referred to "Superintendent" in the basic regulations) who shall be responsible for the inspection, development, and proper functioning of the Department's Operation and Maintenance (O &M) Division in accordance with instructions in this manual. The Operation and Maintenance (O &M) Division is charged with the responsibility for the operation and maintenance of this facility and all other Department facilities. FUNCTIONS OF THE OPERATIONS AND MAINTENANCE ORGANIZATIONS Functions of the division responsible for the operation and maintenance of the flood control system are traditionally divided into two categories: those concerned with operations or use of the flood control facilities, and those involved in the continuing maintenance of the facilities themselves. These functions are detailed in PART III and Part IV of this manual, respectively, and are summarized here. 2 F-- m U r O ORIGINAL a. Operation, as defined in this context, encompasses all uses of the flood control system or any of its components. The principal and overriding purpose of the system is clearly the conveyance of storm - runoff in such a way that the impact of the runoff on urbanized area through which it passes is minimized and the efficient functioning of the project produces the benefits set forth in the project authorization. The operations function, then, is subdivided as follows: The flood operation function includes responsibility for operating the project in accordance with Federal and local flood control regulations. There are several aspects to flood- operation procedures. 1) The Mobilization Function includes responsibility for providing sufficient equipment, material, and trained personnel for adequate operation of the project units in times of flood emergency. 2) The Coordination Function requires that appropriate measures be taken to ensure that the activities of all local organizations connected with the protective works are coordinated with the operating agency during flood periods. 3) The Inspection Function provides for scheduled patrolling of flood control activities during periods of storm runoff in order to detect and correct any condition which endangers the structure. Also included in this function is a complete inspection following each major high water period, to ascertain if any other damage has occurred b. Maintenance includes all activities concerned with ensuring proper and continued functioning of the project units. The aspects of the maintenance function are as follows: i. The Inspection Function requires that such inspections shall be made as are necessary to ensure that the flood control facilities are maintained in a properly functioning condition. ii. The Public Interest function includes the responsibility for providing police protection of the project units and the responsibility for public health and safety in connection with the various flood control facilities. iii. Federal regulations require that no improvement or construction within the project right -of- way or change in any feature of the flood control facilities be made without prior determination by the United States Army Corps of Engineers ( USACE) District Engineer or his authorized representative, and that the improvement or alteration will not adversely affect the structural integrity of the channel and appurtenant facilities and the hydraulic functioning of the flood control facilities, nor violate environmental agreements. This responsibility includes all determinations concerning multi - purpose uses of the project. The regulations also imply a corollary responsibility which requires inspection and supervision of work at all stages of construction to ensure that such work adheres to proper engineering standards. These responsibilities are categorized as the project review function. iv. Use and alteration of Department facilities by others is controlled by an encroachment permit process within the O &M Division and the Engineering Subdivisions Division of Public Works. The Permit section is headed by a Civil Engineer. Encroachment permits for all connections to Department facilities, and /or use of Department property, are issued only if the proposed use will not have an adverse effect, and is compatible with the facilities' intended function. v. Federal regulations require that the O &M Division prepare a semiannual report to the USACE District Engineer covering operation and maintenance of the flood control facilities, together with such supplemental or supporting reports as are required by the USACE District Engineer. F- m v � ORIGINAL_ PART II - PROJECT INFORMATION GENERAL This manual is prepared as a guide for the operation and maintenance of the City of Bakersfield levees along the southern banks of the Kern River located in Bakersfield, CA. The levees along the southern banks of the Kern River, also known as the South Levee, were constructed by private land owners in the late 1800's and early 1900's for flood protection against the Kern River in and around the City of Bakersfield and for irrigation. Before Isabella Dam was constructed by the Army Corp of Engineers in the 1950's Bakersfield suffered from periodic winter and springtime flooding due to erratic and extreme flows from the Kern River caused by rainfall, snowmelt, or a combination of both. With the dam in place, coupled with the levees, flooding occurrences due to the Kern River were minimized. However, in the event of heavy rainfall, high flows would still course through the Kern River in Bakersfield. Although the Isabella Dam reduces the outflow to the Kern River to a minimum from the Isabella Reservoir during high inflows, tributaries to the Kern River downstream of the dam increase flows in the river through Bakersfield. These high flows would cause extensive flooding if the levees were not in place. Up until 1976 the Kern River properties, facilities, and water rights through Bakersfield were under private ownership and operation. In 1976 the City of Bakersfield successfully purchased pre -1914 Water Rights and river properties, and associated facilities. The City owns most portions of the Kern River Channel between Manor St. and Enos Lane. The City of Bakersfield Water Resources Department assumed all responsibilities for the Kern River Levee District in June of 2000. The river and its facilities, excluding the north levee which is maintained by the Kern County Water Agency, is now operated and maintained by the City of Bakersfield Water Resources Department. Since the purchase of the river the City has replaced all existing weirs along the river and has made other significant improvements. The City has constructed and maintains and operates the Kern River Parkway along the South Levee which consists of various parks and most importantly the Bike Path. The Bike Path is a paved road atop of the South Levee that is used for bicycle transportation and as a levee maintenance road. The South Levee generally follows west along the left bank of the Kern River from 24th Street to the extension of Renfro Road. Side slopes of the south levees vary, with a maximum of 2H:1 V. Where warranted by higher than 2 feet per second velocity flows, the levee banks have a revetment consisting of rock riprap. 9 PART III — OPERATION Chapter 1 — Introduction GENERAL The term "operation" encompasses all uses of the flood control system or any of its components. Clearly, the principal use of the system, the purpose for which it was designed and constructed, is to collect and convey storm runoff in such a way that its impact on urban areas is minimized. The maintenance program and flood - operation procedures are oriented toward this purpose. 2. One of the guidance for this section of the manual is the Department's Storm Patrol Manual (Appendix D), which presents the guidance and direction of the Department during flood alerts. The Department's manual covers duties and responsibilities, and administration and logistics of each division during the flood events. Included topics are operation and repair of the facilities, patrol, data collection, and data evaluation. The responsibilities for each level of the Storm Center Chain of Command are included in Section 9 of the Storm Patrol Manual and are shown on Figure 1. 3. The Department's Storm Patrol Assignments identify areas (levee reaches) of responsibilities and facilities in those areas and lists potential problem areas in each section. A "Storm Patrol Observations" form is included for use by each patrol. Emergency procedures for operations and maintenance of Department facilities are also contained in the Storm Patrol Manual. C. o``gAKF9� f-- m V r- O ORIGINAL Figure 1 — The Storm Operations Chart CITY OF BAKERSFIELD WATER RESOURCES DEPARTMENT LEVEE MAINTENANCE AND EMERGENCY RESPONSE ORGANIZATIONAL CHART WATER RESOURCES MANAGER ART CHIANELLO I WATER RESOURCES DIRECTOR I JASON MEADORS WATER RESOURCES SUPERINTENDENT DON RICHARDSON AGRICULTURAL WATER KERN RIVER LEVEE INSPECTOR OPERATIONS SUPERVISOR II DOUG PERRY AGRICULTURAL WATER MAINTENANCE SUPERVISOR I RAY WHITMORE I MAINTENANCE CRAFT WORKER I I JIMMY MULLENS I LEVEE MAINTENANCE CREWS i MIKE VRADEN BURG LEVEE MAINTENANCE CREWS Chapter 2 — Flood- Operation Procedures GENERAL The operation program, which specifies flood- operation procedures, consists of 3 Flood Alert stages. Each phase is characterized by a degree of mobilization; a patrol procedure which includes inspection, operation of field facilities such as gates and staff gages, and any immediate maintenance; and a reporting requirement. Pertinent information on these phases follows. The Flood Alert Stage is declared by the Water Resources Manager or his designee. STAGE 1 FLOOD ALERT 4. The Stage 1 Flood Alert is during normal to moderate rain over some or all of the Kern River Watershed area below Lake Isabella. a. Maintenance Crews will patrol all Department facilities (see Storm Patrol Manual, Section 8 - Summary of Maintenance Patrols). Maintenance Crews will report to their Supervisors on the status of all facilities patrolled. b. Maintenance Supervisors will report to the Water Resources Superintendent who will inform the Water Resources Director on the status of the facilities being patrolled by Maintenance Crews. c. The City and County NPDES /Hydrology Sections will collect water quality samples and inspect Department's recording stream and channel gauges. d. Office personnel will function as usual. e. Engineering personnel should consider observing drainage flow patterns in areas where projects are contemplated. STAGE 2 FLOOD ALERT The Stage 2 Flood Alert is during heavy rain over some or all of the Kern River Watershed area below Lake Isabella with local flooding. a. The City's Emergency Operations Center (EOC) may become operational depending on the severity of the event at the discretion of the City Manager. City personnel will work 8 to 12 hour shifts as necessary. b. Maintenance Crews will patrol all Department facilities and will perform emergency repairs and flood fighting on Department facilities as needed (see Storm Patrol Manual, Section 8 - Summary of Maintenance Patrols). Maintenance Crews will report to their Supervisors on the status of all facilities patrolled and any flood fighting efforts being undertaken. Flood fighting efforts should be reported to and coordinated with the Water Resources Manager. c. Maintenance Supervisors will report to the Water Resources Superintendent who will inform the Water Resources Director on the status of the facilities being patrolled and any flood fighting efforts being undertaken by Maintenance Crews. Flood fighting efforts will be coordinated by the Water Resources Manager. d. Patrolling of Department facilities in accordance with Storm Patrol Manual, Section 5 - Summary of Storm Patrol Assignments will be implemented as determined by Shift Managers in coordination with the Water Resources Director. Patrols will be available to respond to public inquiries in their areas and will report to the Shift Manager on the status of projects being patrolled. If a patrol determines the need for a facility to be monitored constantly, this will be communicated to the Shift Manager and A 8 , n F- m U 0 ORIGINAL Water Resources Director. The Water Resources Director will have either a Maintenance Crew, Survey Crew or Construction Inspector sent to the site for ongoing monitoring. e. Shift Manager will report to the Water Resources Director on the status of facilities being patrolled. f. NPDES Hydrology Section will perform daily discharge measurements at various streams. g. Planning Section or Storm Center Phone Personnel will receive all public inquiries /complaints and requests for flooding information. STAGE 3 FLOOD ALERT 6. The Stage 3 Flood Alert is during heavy rain over all of the Kern River Watershed area below Lake Isabella with wide spread flooding. a. The City's EOC begins 24 -hour operation. b. The City's EOC will receive all public inquiries /complaints and requests for flooding information. c. Maintenance Crews will patrol all Department facilities and will perform emergency repairs and flood fighting on Department facilities as needed (see Section 8 - Summary of Maintenance Patrols), Maintenance Crews will report to their Supervisors on the status of all facilities patrolled and any flood fighting efforts being undertaken. Flood fighting efforts should be reported to and coordinated with the Water Resources Manager and Public Works Director. d. Maintenance Supervisors will report to the Water Resources Superintendent who will inform the Water Resources Director on the status of the facilities being patrolled and any flood fighting efforts being undertaken by Maintenance Crews. Flood fighting efforts will be coordinated by the Water Resources Manager. e. Patrolling of Department facilities in accordance with Storm Patrol Manual, Section 5 - Summary of Storm Patrol Assignments will be in 12 hour shifts as needed and as determined by Shift Managers in coordination with the Operations Manager. Patrols will be available to respond to public inquiries in their areas and will report to the Shift Manager on the status of projects being patrolled. If a patrol determines the need for a facility to be monitored constantly, this will be communicated to the Water Resources Director. The Water Resources Director will have either a Maintenance Crew, Survey Crew or Construction Inspector sent to the site for ongoing monitoring. f. Shift Manager will report to the Water Resources Director on the status of facilities being patrolled. g. NPDES /Hydrology Section will perform daily discharge measurements at various streams. EQUIPMENT AND MATERIAL FOR FLOOD FIGHTING ACTIVITIES 7. Equipment and material used for flood fighting activities will be coordinated by the Field Operations Center. The Storm Patrol Manual (see Appendix D) lists the addresses and contact information of the maintenance yard and equipment pools of the Department to be used during the emergencies. It also includes names and phone numbers of staffs in charge of the yards. 8. The list of equipment available for flood fighting activities is updated annually. Currently the available equipment includes dozers (2), dump trucks (22), loaders (15), excavators (1), motor graders (3), backhoes (6) skid steers (3), and a lowbed (1). The equipment is available at the Water Resources Department and the City's Corporation Maintenance Yard. COORDINATION WITH U.S. ARMY CORPS OF ENGINEERS N 9. The operation and maintenance organization is responsible for maintaining close liaison with the Reservoir Regulation Section of the USACE Sacramento District during all flood operations. Exchange of hydrologic and hydraulic data, including precipitation and storm flow data, is useful in the operation procedures of both agencies. Pertinent information on liaison and coordination is given in the flood emergency manual SPL OM 500 -1 -1, titled "Natural Disaster Activities ", published annually by the USACE. This manual also covers flood - emergency assistance procedures. �6AKF9 10 U r"- O ORIGINAL PART IV — MAINTENANCE AND INSPECTION Chapter 1 — Introduction OVERALL MAINTENANCE RESPONSIBILITIES 1. Periodic inspections of the levees need to be conducted to determine if any corrective actions are necessary in order for the facilities to operate as required. Routine inspections are to be conducted semiannually; however, inspections may take place more often after a major storm event. 2. The Data Sheets in Appendix B provides relevant information of significant features for the levee. This information includes reach descriptions; structural information; access roads and ramps to top and toe of levees, bridges, and other pertinent features; and river gage locations and flood level limits. The Code of Federal Regulations, Title 33, Article 208.10, Section (b) states, "The Superintendent shall provide at all times such maintenance as may be required to ensure serviceability of the structures in time of flood." Although the broad scope of this directive allows considerable freedom of interpretation, it clearly implies a responsibility to detect and correct any condition which might adversely affect the functioning of the flood control system. Explicitly defined are the maintenance function, which involves actual repair and restoration procedures; and the inspection function, which includes programs and procedures necessary to detect hazardous or malfunctioning conditions. 4. Implicit in this directive are also several additional functions which are less directly related to the immediate maintenance requirements, but which affect the continued functioning of the system in a manner appropriate to its design purposes. These implicit functions include the public interest, project review, and reporting functions. Chapter 2 — Maintenance Function ROUTINE MAINTENANCE MEASURES The Code of Federal Regulations, Title 33, Article 208.10, Section (b) Levees — (1) Maintenance, specifies in some detail the routine maintenance procedures for various types of flood control facilities. The entire Article is provided below: The Superintendent shall provide at all times such maintenance as may be required to insure serviceability of the structures in time of flood. Measures shall be taken to promote the growth of sod, exterminate burrowing animals, and to provide for routine mowing of the grass and weeds, removal of wild growth and drift deposits, and repair of damage caused by erosion or other forces. Where practicable, measures shall be taken to retard bank erosion by planting of willows or other suitable growth on areas riverward of the levees. Periodic inspections shall be made by the Superintendent to insure that the above maintenance measures are being effectively carried out and, further, to be certain that: i. No unusual settlement, sloughing, or material loss of grade or levee cross section has taken place; ii. No caving has occurred on either the land side or the river side of the levee which might affect the stability of the levee section; iii. No seepage, saturated areas, or sand boils are occurring; iv. Toe drainage systems and pressure relief wells are in good working condition, and that such facilities are not becoming clogged; V. Drains through the levees and gates on said drains are in good working condition; vi. No revetment work or riprap has been displaced, washed out, or removed; 11 vii. No action is being taken, such as burning grass and weeds during inappropriate seasons, which will retard or destroy the growth of sod; viii. Access roads to and on the levee are being properly maintained; ix. Cattle guards and gates are in good condition; X. Crown of levee is shaped so as to drain readily, and roadway thereon, if any, is well shaped and maintained; xi. There is no unauthorized grazing or vehicular traffic on the levees; xii. Encroachments are not being made on the levee right -of -way which might endanger the structure or hinder its proper and efficient functioning during times of emergency. Such inspections shall be made immediately prior to the beginning of the flood season; immediately following each major high water period, and otherwise at intervals not exceeding 90 days, and such intermediate times as may be necessary to insure the best possible care of the levee. Immediate steps will be taken to correct dangerous conditions disclosed by such inspections. Regular maintenance repair measures shall be accomplished during the appropriate season as scheduled by the Superintendent. The Water Resources Superintendent shall provide for periodic repair and cleaning of debris basins, check dams, and related structures as may be necessary. 6. Facilities are operated in accordance with the Kern River Channel Maintenance Program adopted in 1985. 7. Periodic inspections shall also be performed to verify that: a. No undermining of levee revetment, floodwalls, and drainage structures are occurring; b. No cracks of concrete structures are occurring. Any areas of the levee that require maintenance and repairs must be identified during the inspection function, described in Part IV Chapter 3 of this manual. The recommended repair actions are described below. The terms are organized by the terms under which the items on the inspection form are categorized. In case of severe damages on the levee and /or concrete structures, it is important to investigate the cause of the problems as to apply necessary repairs. a. Vegetation — All unwanted vegetation that could reduce the performance of the levee should be removed by mechanical or manual means. b. Depressions and Rutting — Any depressions, ruttings, or settlements in levees that cause a change in grade or cross section should be backfilled and compacted to original line and grade with material similar to the existing levee. This repair would also prevent water from collecting on the top of levee and spilling down along the slopes to cause surface erosions. c. Erosion / Bank Caving — Erosions will first be identified as an occurrence by nature or some other identifiable occurrence. Types of erosion should include both surface erosions at top and side slopes of the levee and toe erosions which may cause undermining of levee toe and structure foundation. After the source has been identified, all corrective measures will take place. Erosions will be backfilled and compacted to the original state with material similar to the existing levee. d. Surficial Slope Stability — For slope stability problems identified after the inspection, the Department maintenance with the assistance of Engineering will take the appropriate action to correct the problem. 12 �gAKF9 > m F- r v O ORIGINAL e. Deep Seated Slope Stability — For deep seated slope stability problems identified after the inspection, the Department maintenance with the assistance of Engineering will take the appropriate action to correct the problem. Cracking — Cracking on grouted stone revetment and concrete floodwalls needs to be repaired. Continued development of crack patterns and increase in size are evidence of stress and possible loss of integrity in the levee structure. Large cracks greater than 6 inches deep should be sealed to prevent penetration of the structure by water and migration of backfill material through the cracks. If cracking_is identified during the inspection of levee, the Department maintenance will review the problem and, if a field determination cannot be made to correct the problem, will ask for the assistance of Engineering to evaluate the condition and recommend repairs. g. Animal Burrows — All levees will be monitored for any and all rodent activity during the course of the year. Animal burrows can lead to seepage and slope stability problems of the levee structure. Appropriate measures will be taken to determine the need for proper rodenticides for any infestation identified. Burrows and runways formed within the levees should be opened and backfilled with material similar to the existing levee through compaction. h. Encroachments — Levees will be monitored throughout the year for any encroachments. Proper signing will be maintained and any access gates will be secured. i. Revetments and Banks — All riprap and grouted stone revetments on banks of the levees will be maintained annually. Any deficiencies will be repaired in kind with the appropriate type of material and /or hardware. This would include replacing deteriorated or displaced riprap and grouting due to storm damages and wear and tear on the structure due to the age. Closure Structures — Closure Structures will be checked for proper operation and an assurance will be made that all devices function as intended. The devices will be opened during the maintenance to remove any debris accumulation inside outlets and check the conditions of culverts. All culverts will be maintained to assure they drain properly and that all culverts are in good operational condition. Under - seepage and Relief Wells — Levees with sub drains and toe drains will be cleaned and flushed as needed to function properly. Any vegetation obstructing these drains will be removed as needed. Water Seepage will be monitored and a determination will be made on the corrective action to be taken. Maintenance and Emergency Accesses — Maintenance and emergency roads and ramps will be clear of obstructions and in good conditions. Fence gates will be secured and regularly adjusted for ease of operation. NON - ROUTINE MAINTENANCE 9. Certain maintenance procedures, which are not explicitly described as routine by the sections of referenced Title 33, are implied by the directive to ensure serviceability in times of flood. Such procedures would include repair of any damage caused by earthquake, storm runoff, maintenance of the embankment roadway and the right -of -way fencing (so as to provide unimpeded access to the project units at all times), restoration of subdrain system, and other such required maintenance which occurs on an irregular basis. 10. Following a significant earthquake in the region, the Department should perform inspection of the levees with consultation from an experienced geologist or seismologist. After the inspection, the Special Report is required to be submitted to the USACE District Engineer (See Part V, Chapter 1). Data regarding a seismic event (magnitude, peak ground acceleration, etc.) can be found at the internet site www.earthquake.usgs.gov /eqcenter /. The seismic events that would require the inspection of the levees are as follows: 13 a. A magnitude 5.5 or greater earthquake with an epicenter located within a 50 mile radius of the levee. Any seismic event that generates a peak ground acceleration of 0.20g or greater in the proximity of the levee. c. Any seismic event that causes ground cracking or subsidence in the vicinity of the levee alignment. EQUIPMENT AND MATERIAL FOR FLOOD FIGHTING ACTIVITIES 11. Equipment and material used for flood fighting activities will be coordinated by the Field Operations Center. The Storm Patrol Manual (see Appendix D) lists the addresses and contact information of the maintenance yard and equipment pools of the Department to be used during the emergencies. It also includes names and phone numbers of staff in charge of the yards. 12. The list of equipment available for flood fighting activities is updated annually. Currently the available equipment includes dozers (2), dump trucks (22), loaders (15), excavators (1), motor graders (3), backhoes (6) skid steers (3), and a lowbed (1). The equipment is available at the Water Resources Department and the City's Corporation Maintenance Yard. Chapter 3 — Inspection Function PERIODIC INSPECTIONS 13. Inspections shall be made immediately prior to the beginning of the flood season, immediately following each major high water period, and otherwise at intervals not exceeding 90 days, and at such intermediate times at such may be necessary to ensure the best possible care of the protective works. 14. The purpose of these inspections is to determine whether or not the flood control system is in a properly functioning condition. This responsibility involves locating and recommending repairs for any damage which may have been caused by storm runoff or the action of other natural forces, ensuring that access to all project units is maintained at all times, and preventing unauthorized encroachment on or access to the project right - of -way. The Code of Federal Regulations is quite specific on this point; Title 33, Article 208.10, Section (a)(4) states: No encroachment or trespass which will adversely affect the efficient operation or maintenance of the project works shall be permitted upon the rights -of -way for the protective facilities. 15. Inspections of the levee system will be made by qualified staff who are familiar with the design, construction, and maintenance of small dams and levees. Personnel from the Department will use information included in this manual as well as the publication "Levee Owner's Manual For Non - Federal Flood Control Works" prepared by the US Army Corps of Engineers (March 2006) as guidance for levee inspection. The inspection reports will be reviewed by a registered Civil Engineer of the State of California. 16. The Data Sheets in Appendix B of this report provide the criteria for locating and recommending repairs. They define each reporting feature, and briefly summarize the features' pertinent design criteria. This information provides the inspection personnel with a design background to assist in determining recommended repair measures. The Data Sheets in Appendix B provide a complete listing of reporting features. 17. The results of the periodic inspection are noted in the appropriate semiannual report; these results provide the basis for the maintenance program as a whole. P, K, 9q 14 > �` r U O ORIGINAL Chapter 4 — Public Interest Function POLICE PROTECTION 18. The operation and maintenance division is responsible for providing police protection for the project units, obtaining adequate ordinances protecting the units, and obtaining limited police authority for the operation and maintenance organization. Adequate policing will minimize litter and damage due to malicious mischief. The City of Bakersfield Recreation and Parks Department and the Water Resources Department are responsible for removing litter and repairing any such damage. PUBLIC HEALTH AND SAFETY 19. The operation and maintenance department should develop liaison with organizations responsible for public health in order to prevent the accumulation of waste discharges, insect - breeding areas, and other menaces in the flood control rights -of -way. 20. Unimpaired access to all flood control facilities by authorized personnel must be provided at all times. However, this access must be restricted to prevent trespassing or uses which might interfere with flood control. The facilities may be regarded as an attractive nuisance, and adequate fencing must be provided to prevent unauthorized persons, especially children, from gaining access to the right -of -way and harming either themselves or the facilities. However, security provisions must consider recreational uses, where applicable. Chapter 5 — Project Review Function AUTHORIZATION 21. The basic authorization of the Project Review Function derives from the Code of Federal Regulations, Title 33, article 208.10, section (a)(5), which reads in part as follows: No improvement shall be passed over, under, or through the walls, levees, improved channels or floodways, nor shall any excavation or construction be permitted within the limits of the project right -of way, nor shall any change be made in any feature of the works without prior determination by the District Engineer of the Department of the Army or his authorized representative that such improvement, excavation, construction, or alteration will not adversely affect the functioning of the protective facilities. Such improvements or alterations as may be found to be desirable and permissible under the above determination shall be constructed in accordance with standard engineering practice. Advice regarding the effect of proposed improvements or alterations on the functioning of the project and information concerning methods of construction acceptable under standard engineering practice shall be obtained from the District Engineer or, if otherwise obtained, shall be submitted for his approval. Drawings or prints showing such improvements or alterations as finally constructed shall be furnished the District Engineer after completion of the work. 22. These specifications apply to the Project review for all federally- constructed flood control facilities. REVIEW PROCEDURES 23. Federal regulations assign the responsibility for providing an interface between the general public and the U.S. Army Corps of Engineers project review to the Local Sponsor. Applications for permits are submitted to the Local Sponsor, which requests comments from the USACE and then issues or denies a permit. This procedure applies to all facilities for which reports are made to the Corps of Engineers, but does not apply on those units for which reports are not made. 15 24. The review procedures adopted by the USACE in the Sacramento District are detailed in the "Flood Control Projects Manual ". 25. The project review by the Department includes responsibility for engineering evaluation of any improvement or alteration. In most cases, such improvements are part of the purpose for which the flood control right -of- way was obtained, such as street or utility crossings and side drain connections. In some cases, however, an evaluation must be made to determine if the proposed work will adversely affect the functioning of the flood control facilities. Any future utility or pipe crossing that will be installed on the levees are required to be reviewed through full engineering analyses, plans and specs, and permit process and approved by the Department and the USACE. 26. The USACE maintains "as permit constructed" plans which reflect all changes or modifications in the project units. Maintenance of current plans requires drawings or prints of all proposed work and a completion notice to indicate that a project is finished. 27. An important part of the project review procedure is the requirement that an appropriate block - letter channel station number visible from invert, access ramps, or embankment roadway be placed wherever possible to identify the location of a reporting feature for inspections or maintenance work. On vertical channel or spillway walls the block - lettering should be at a height above the invert which is convenient for lettering and readily visible. On grouped or ingratiate stone side slopes, the lettering should be applied on flush mortared pad areas. This identification is the responsibility of the operation and maintenance organization. Where initial stationing was placed as a part of the construction contract, the local sponsor is responsible for maintaining the markings. PROJECT INSPECTIONS 28. The Department will inspect project construction to ensure that improvements or alterations do not interfere with the proper functioning of the project and that the construction follows acceptable standard engineering practice. These inspections will also verify locations to ensure the "as- permit constructed" plans accurately reflect the actual condition of the project unit. o``0AKF9� 16 i-- m r � o ORIGINAL. PART V — OPERATION AND MAINTENANCE REPORTS Chapter 1 — Report Function GENERAL REPORTING ACTIVITIES The basis for the report function is given in the Code of Federal Regulations, Title 33, article 208. 10, section (a)(6) which reads as follows: It shall be the duty of the superintendent to submit a semiannual re -port to the District Engineer covering inspection, maintenance, and operation of the protective works. Although the Department is required to submit several types of operation and maintenance reports to the USACE District Engineer, all reporting activities must be oriented toward the submittal of two basic reports each year. These semiannual reports are then supplemented by additional reports as necessary. 3. The following sections of this chapter define the required reports, report organization, and reporting terminology. The reports can be narrative letter reports or summarized on a form designed by the City. The suggested forms included in this document have been used on other projects and are included as examples. The only requirement is that the information identified be included in the reports. TYPES OF REPORTS 4. SEMIANNUAL OPERATION AND MAINTENANCE REPORT. The semiannual reports, which are the basic communication on the functioning of the flood control system, are prepared in two phases: the spring phase, which indicates the maintenance requirements of the project units at the end of the flood season; and the fall phase, which indicates the ability of those units to accommodate storm runoff after the summer maintenance. The two phases, with the supporting reports which may accompany the basic reports, give a successively revised picture of the operation and maintenance of the project from the start of one flood season to the start of the next. 5. QUARTERLY OPERATION AND MAINTENANCE INSPECTION. Federal regulations require a complete inspection at least every 90 days to determine the need for temporary or permanent maintenance and to initiate the necessary maintenance for the project units. However, because two such quarterly inspections coincide with the two phases of semiannual reports, the requirements for quarterly reports are as follows: January ................A separate report is required on a rapid inspection to determine maintenance needs. A copy of this report is also included with the spring semiannual report. April .....................The April quarterly inspection is for the sole purpose of determining whether conditions exist that would interfere with the detailed inspection required for the spring phase of the semiannual report. A separate report is not required, since the results of the April inspection are indicated on the semiannual report form. July .....................The July quarterly inspection is essentially a progress report on summer maintenance. A separate report is not required, although a copy must be included in the fall semiannual report. October ................Maintenance work performed during the summer is repeated in the fall phase of the semiannual report; a separate report for the quarterly inspection is not required. The required reports need only be very brief summary descriptions of maintenance needs and the status of the project units. 17 STORM FLOW OPERATION REPORT. A supporting report which accompanies the spring phase of the semiannual report is the storm flow operation report, which contains the log of operations during those periods in which storm runoff is above the staff gage reading indicated on the Data Sheets in Appendix B. The log report form shall be the responsibility of the operation and maintenance division. SPECIAL REPORTS. Special reports are prepared to describe any unusual occurrence which affects the flood control system; such phenomenon may include large flood flows or unusual damage from storm runoff, earthquakes, or other causes. A Special Report is to be transmitted to the USACE District Engineer within one week of the occurrence. A copy is to accompany the next following semiannual report. MANUAL REVISION REPORT. The revision report should include comments, suggestions, and additional data from those directly concerned with operation and maintenance, as well as policy- making, administration, funding, and programming information. The Department is particularly concerned with maintaining the accuracy of this manual. REPORT ORGANIZATION TIME OF SUBMITTAL. The spring phase of the semiannual report shall be submitted to the USACE District Engineer on or before June 1ST and the fall phase on or before December 1ST. Included with these reports are any quarterly reports, storm flow reports, and manual revision reports. Special reports are transmitted as indicated previously. 10. FISCAL STATEMENTS. Information on cost of operation and maintenance is required as part of the semiannual report. Actual costs are to be given when possible. Estimates may be used for items where actual costs are not available. Operation and maintenance costs for any work performed or paid for by the operation and maintenance organization are to be shown irrespective of the source of funds. Costs for work performed by other agencies and not reimbursed by the Department are not required. 11. Inclusions in Semiannual Report. a. The list of reports which may be included in the spring submittal is given below: i. Spring phase of the semiannual operation and maintenance report (including the April inspection). ii. Copy of the January quarterly report. iii. Storm flow operation reports. iv. Manual revision reports. v. Special reports (the originals of which were previously submitted). b. The list of reports which may be included in the fall submittal is given below. all phase of the semiannual operation and maintenance report (including the October inspection) ii. July quarterly report. Chapter 2 — Spring Semiannual Reports PREPARATION OF FORMS 12. FORMS TO BE USE. The reporting agency has the option to use either Appendix C: Flood Control Works (FCW) Inspection Guide from the Levee Owner's Manual for Non - Federal Flood Control Works ( USACE o� 0AKF9� 18 v o ORIGINAL 2006) or a similar form specifically developed for the levee facility. A copy of the FCW Inspection Guide is included in Appendix C of this report. 13. REPORTING FEATURES. For each levee segment, all the possible reporting features are identified in the Data Sheets of Appendix B. These are the minimum features that have to be covered in the report, and any future improvements or conditions that warrant reporting should be included in the report. 14. RATED ITEMS. Rated items are presented in the FCW Inspection Guide. Using these items, each of the reporting features will be rated: a. Acceptable b. Minimally Acceptable; Maintenance is required c. Unacceptable d. Not Applicable 15. If more than one reporting features is needed to be discussed for each reporting item, a third column under " Location /Remarks /Recommendations" needs to be used to elaborate the findings. If any issue arises that is not covered under the rated items, additional papers should be used to report them. GENERAL REPORTING ACTIVITIES 16. SPRING HOUSECLEANING. Effective inspection and maintenance requires physical and visual accessibility to all reporting features. Debris and vegetation should be cleared away, although meticulous neatness is not required. The guiding principle should be that to the general public the appearance of the project units reflects on the competency and adequacy of the flood control facilities. A specific task to be performed is the removal of debris obscuring inspection or hindering maintenance. Accumulations on bridge piers should be removed, and debris on toe blocks and invert slabs should be windrowed lengthwise along the invert to permit inspection and maintenance and to prevent ponding. Vegetation obscuring inspection of channel condition should be removed, eradicated, or trimmed, as applicable. 17. RELATIONSHIP TO APRIL QUARTERLY REPORT. As previously stated, the April quarterly report is made for the sole purpose of determining whether conditions exist that would interfere with the detailed inspection required for the spring phase of the semiannual reports. A separate April quarterly report is not necessary; the results of this inspection are noted on the semiannual report. 18. CLEANING DEFERRAL. If the reconnaissance indicates that cleaning maintenance may reasonably be performed at intervals longer than one year, the inspector should give his reasons for recommending deferral in a similarly lettered note on an applicable backup page. However, cleaning should not be deferred if debris or vegetation accumulation might be objectionable, and in no event shall such maintenance be phased over a period of more than five years or deferred for more than a year. Approval of phasing or deferral by the operation and maintenance organization must also be indicated in the note and the year that the maintenance will be performed should be recorded. 19. The spring semiannual report should be reviewed by the Water Resources Superintendent for signature. The reports are then used to make at least two copies of the entire report, one copy of which is filed for reference by the operation and maintenance division and another of which is submitted to the USACE District Engineer as indicated in the "Report Organization" subsection of "Report Functions" in this Part. The reports are then filed by the operation and maintenance organization for use in preparing the fall semiannual report. Chapter 3 — Fall Semiannual Report 20. The fall semiannual report describes the final inspection of repairs and project construction scheduled for completion before the start of the flood season. It also serves to verify that the project units are ready for storm flow. 19 21. The fall semiannual report should be reviewed by the Water Resources Superintendent for signature. The reports are used to make at least one copy, which is forwarded to the USACE. 20 �gAKF9 o `nn v 4 ORIGINAL APPENDIX A EXCERPT FROM TITLE 33 OF CODE OF FEDERAL REGULATIONS Appendix A Pt. 208 (d) Enforcement policy. Every means at the disposal of the Army Corps of Engineers will be utilized to monitor and enforce these regulations. (1) To identify vessel operating com- panies that should be reporting water- borne commerce data, The Corps will make use of, but is not limited to, the following sources. (i) Data on purchase and sale of ves- sels. (ii) U.S. Coast Guard vessel docu- mentation and reports. (iii) Data collected at Locks, Canals, and other facilities operated by the Corps. (iv) Data provided by terminals on ENG Form 3926. (v) Data provided by the other Fed- eral agencies including the Internal Revenue Service, Customs Service, Maritime Administration, Department of Transportation, and Department of Commerce. (vi) Data provided by ports, local fa- cilities, and State or local govern- ments. (vii) Data from trade journals and publications. (viii) Site visits and inspections. (2) Notice of violation. Once a report- ing violation is determined to have oc- curred, the Chief of the Waterborne Commerce Statistics Center will notify the responsible party and allow 30 days for the reports to be filed after the fact. If the reports are not filed within this 30 -day notice period, then appro- priate civil or criminal actions will be undertaken by the Army Corps of Engi- neers, including the proposal of civil or criminal penalties for noncompliance. Typical cases for criminal or civil ac- tion include, but are not limited to, those violations which are willful, re- peated, or have a substantial impact in the opinion of the Chief of the Water- borne Commerce Statistics Center. (3) Administrative assessment of civil penalties. Civil penalties may be as- sessed in the following manner. (i) Authorization. If the Chief of the Waterborne Commerce Statistics Cen- ter finds that a person or entity has failed to comply with any of the provi- sions specified herein, he is authorized to assess a civil penalty in accordance with the Class I penalty provisions of 33 CFR part 326. Provided, however, 33 CFR Ch. II (7 -1 -12 Edition) that the procedures in 33 CFR part 326 specifically implementing the Clean Water Act (33 U.S.C.. 1319(8)(4)), public notice, comment period, and state co- ordination, shall not apply. (ii) Initiation. The Chief of the Water- borne Commerce Statistics Center will prepare and process a proposed civil penalty order which shall state the amount of the penalty to be assessed, describe by reasonable specificity the nature of the violation, and indicate the applicable provisions of 33 CFR part 326. (iii) Hearing requests. Recipients of a proposed civil penalty order may file a written request for a hearing or other proceeding. This request shall be as specified in 33 CFR part 326 and shall be addressed to the Director of the Water Resources Support Center, Casey Building, Fort Belvoir, Virginia 22060- 5586, who will provide the requesting person or entity with a reasonable op- portunity to present evidence regard- ing the issuance, modification, or rev- ocation of the proposed order. There- after, the Director of the Water Re- sources Center shall issue a final order. (4) Additional remedies. Appropriate cases may also be referred to the local U.S. Attorney for prosecution, penalty collection, injunctive, and other relief by the Chief of the Waterborne Com- merce Statistics Center. [56 FR 13765, Apr. 4, 19911 PART 208 —FLOOD CONTROL REGULATIONS Sec. 208.10 Local flood protection works; mainter nance and operation of structures and fa- cilities. 208.11 Regulations for use of storage allo- cated for flood control or navigation and/ or project operation at reservoirs subject to prescription of rules and regulations by the Secretary of the Army in the in- terest of flood control and navigation. 208.19 Marshall Ford Dam and Reservoir (Mansfield Dam and Lake Travis), Colo- rado River, Tex. 208.22 Twin Buttes Dam and Reservoir, Mid- dle and South Concho Rivers, Tex. 208.25 Pensacola Dam and Reservoir, Grand (Neosho) River, Okla. 208.26 Altus Dam and Reservoir, North Fork Red River, Okla. 208.27 Fort Cobb Dam and Reservoir, Pond (Cobb) Creek, Oklahoma. 106 A -1 o� 6 A K,699 i-- m v ORIGINAL Appendix A Corps of Engineers, Dept. of the Army, DoD 208.28 Foss Dam and Reservoir, Washita River, Oklahoma. 208.29 Arbuckle Dam and Lake of the Ar- buckles, Rock Creek, Okla. 208.32 Sanford Dam and Lake Meredith, Ca- nadian River, Tex. 208.33 Cheney Dam and Reservoir, North Fork of Ninnescah River, Kans. 208.34 Norman Dam and Lake Thunderbird, Little River, Okla. 208.82 Hetch Hetchy, Cherry Valley, and Don Pedro Dams and Reservoirs. AUTHOR=: Sec. 7, 58 Stat. 890; 33 U.S.C. 709. §208.10 Local flood protection works; maintenance and operation of structures and facilities. (a) General. (1) The structures and fa- cilities constructed by the United States for local flood protection shall be continuously maintained in such a manner and operated at such times and for such periods as may be necessary to obtain the maximum benefits. (2) The State, political subdivision thereof, or other responsible local agency, which furnished assurance that it will maintain and operate flood con- trol works in accordance with regula- tions prescribed by the Secretary of the Army, as required by law, shall ap- point a permanent committee con- sisting of or headed by an official here- inafter called the "Superintendent," who shall be responsible for the devel- opment and maintenance of, and di- rectly in charge of, an organization re- sponsible for the efficient operation and maintenance of all of the struc- tures and facilities during flood periods and for continuous inspection and maintenance of the project works dur- ing periods of low water, all without cost to the United States. (3) A reserve supply of materials needed during a flood emergency shall be kept on hand at all times. (4) No encroachment or trespass which will adversely affect the effi- cient operation or maintenance of the project works shall be permitted upon the rights -of -way for the protective fa- cilities. (5) No improvement shall be passed over, under, or through the walls, lev- ees, improved channels or floodways, nor shall any excavation or construc- tion be permitted within the limits of the project right -of -way, nor shall any change be made in any feature of the § 208.10 works without prior determination by the District Engineer of the Depart- ment of the Army or his authorized representative that such improvement, excavation, construction, or alteration will not adversely affect the func- tioning of the protective facilities. Such improvements or alterations as may be found to be desirable and per- missible under the above determina- tion shall be constructed in accordance with standard engineering practice. Advice regarding the effect of proposed improvements or alterations on the functioning of the project and informa- tion concerning methods of construc- tion acceptable under standard engi- neering practice shall be obtained from the District Engineer or, if otherwise obtained, shall be submitted for his ap- proval. Drawings or prints showing such improvements or alterations as fi- nally constructed shall be furnished the District Engineer after completion of the work. (6) It shall be the duty of the super- intendent to submit a semiannual re- port to the District Engineer covering inspection, maintenance, and operation of the protective works. (7) The District Engineer or his au- thorized representatives shall have ac- cess at all times to all portions of the protective works. (8) Maintenance measures or repairs which the District Engineer deems nec- essary shall be promptly taken or made. (9) Appropriate measures shall be taken by local authorities to insure that the activities of all local organiza- tions operating public or private facili- ties connected with the protective works are coordinated with those of the Superintendent's organization dur- ing flood periods. (10) The Department of the Army will furnish local interests with an Oper- ation and Maintenance Manual for each completed project, or separate useful part thereof, to assist them in carrying out their obligations under this part. (b) Levees —(l) Maintenance. The Su- perintendent shall provide at all times such maintenance as may be required to insure serviceability of the struc- tures in time of flood. Measures shall be taken to promote the growth of sod, 107 A -2 Appendix A § 208. 10 exterminate burrowing animals, and to provide for routine mowing of the grass and weeds, removal of wild growth and drift deposits, and repair of damage caused by erosion or other forces. Where practicable, measures shall be taken to retard bank erosion by plant- ing of willows or other suitable growth on areas riverward of the levees. Peri- odic inspections shall be made by the Superintendent to insure that the above maintenance measures are being effectively carried out and, further, to be certain that: (i) No unusual settlement, sloughing, or material loss of grade or levee cross section has taken place; (ii) No caving has occurred on either the land side or the river side of the levee which might affect the stability of the levee section; (iii) No seepage, saturated areas, or sand boils are occurring; (iv) Toe drainage systems and pres- sure relief wells are in good working condition, and that such facilities are not becoming clogged; (v) Drains through the levees and gates on said drains are in good work- ing condition; (vi) No revetment work or riprap has been displaced, washed out, or re- moved; (vii) No action is being taken, such as burning grass and weeds during inap- propriate seasons, which will retard or destroy the growth of sod; (viii) Access roads to and on the levee are being properly maintained; (ix) Cattle guards and gates are in good condition; (x) Crown of levee is shaped so as to drain readily, and roadway thereon, if any, is well shaped and maintained; (xi) There is no unauthorized grazing or vehicular traffic on the levees; (xii) Encroachments are not being made on the levee right -of -way which might endanger the structure or hinder its proper and efficient functioning during times of emergency. Such inspections shall be made imme- diately prior to the beginning of the flood season; immediately following each major high water period, and oth- erwise at intervals not exceeding 90 days, and such intermediate times as may be necessary to insure the best possible care of the levee. Immediate 33 CFR Ch. II (7 -1 -12 Edition) steps will be taken to correct dan- gerous conditions disclosed by such in- spections. Regular maintenance repair measures shall be accomplished during the appropriate season as scheduled by the Superintendent. (2) Operation. During flood periods the levee shall be patrolled continu- ously to locate possible sand boils or unusual wetness of the landward slope and to be certain that: (i) There are no indications of slides or sloughs developing; (ii) Wave wash or scouring action is not occurring; (iii) No low reaches of leave exist which may be overtopped; (iv) No other conditions exist which might endanger the structure. Appropriate advance measures will be taken to insure the availability of ade- quate labor and materials to meet all contingencies. Immediate steps will be taken to control any condition which endangers the levee and to repair the damaged section. (c) Flood walls —(1) Maintenance. Peri- odic inspections shall be made by the Superintendent to be certain that: (i) No seepage, saturated areas, or sand boils are occurring; (ii) No undue settlement has occurred which affects the stability of the wall or its water tightness; (iii) No trees exist, the roots of which might extend under the wall and offer accelerated seepage paths; (iv) The concrete has not undergone cracking, chipping, or breaking to an extent which might affect the stability of the wall or its water tightness; (v) There are no encroachments upon the right -of -way which might endanger the structure or hinder its functioning in time of flood; (vi) Care is being exercised to prevent accumulation of trash and debris adja- cent to walls, and to insure that no fires are being built near them; (vii) No bank caving conditions exist riverward of the wall which might en- danger its stability; (viii) Toe drainage systems and pres- sure relief wells are in good working condition, and that such facilities are not becoming clogged. Such inspections shall be made imme- diately prior to the beginning of the flood season, immediately following 108 A -3 'bAK' 9q t- m U p� ORIGINAL APPENDIX B KERN RIVER SOUTH LEVEE DATA SHEET W W 2 Q H Q D W W w J H D N z N W D U) W z W Y Vol r -� Tr •I P E rn AKl -d a � F- rn U r O ORIGINAL O � CO r It N N r r— M M •t CO r r O Lo (O r 1I- M +-' 7 O ~ ++ M + r + t Lo + t M + t + - t N + (o t 00 O n (D 00 Lo r O N N (o N 000 N M co M M o > J O O N qt N � M ( r r O Lo (o r ++ m O O M + t O + r t CT + Lo t 'T + M t N + (0 Cn U- r (fl O r N N N N M M M Y c0 O 0 m (D m > 3 a� ° N a a) a d 3 co 0 CU r Y m O LL U) 0 .°'c IT (T c a°i � X z +� N o m o U ° Q n o o m 0 p a: L c O "_ m (D a c Q + o 3 a� o ca $ m a o m > >>i co O a � � u U rn a°i � � L � c 0 cm Cn Z O Q co n c°a U co E Q ° m o 0 o o cu Uj _ f° m 3 3 m m N0 C + M O O O p OL c 2 O O ° LL T 0 c p L co coo M N z ° C O O mC l ( C o o O n. 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APPENDIX C FLOOD CONTROL WORKS (FCW) INSPECTION GUIDE o``pAKF9� F- m v p ORIGINAL APPENDIX C: FCW INSPECTION GUIDE 0 � 3 � 0 Q •a ° W 0 O � 0 0 U w V � C7 v� o 0 a M 00 Appendix C: FCW Inspection Guide � N y u L = :,a CL S E u a, u ❑❑❑ y 3 o t+ u .. 0 ''U��yy c o 3 v O U m w 00 U a�"i ti O R •O N " DA •� , _ 1 O a0 s ' � ai A ac Lti d ., C y °3c;U'�Ex� ti �mwC7 lUA0...wU4 0 a � N 0 U v Y C O U ti Oq O „ C w aD O D C C y C t c a a=�.g 3 p c 0 U N U C U .o a 0 El El o•� c U > W v aQi y O n c by CO w v P. C O. 0.. C W C 0. N 4 Q h Appendix C: FCW Inspection Guide O 3 c U 0 w u L C O pia c W c 0 z e G O .0 a c a W a �a 'C c 'C SOD 'o W= V u aI w z 0 F d A z w O a x d W� C z 0 a U O T° � v N 4 d •� v a c on E o .d E 3 :� N o E ai � O 43. WO p :d C V f •ca ai .o 2� o v o 4 c° °. o M Cd C C ~zy O Cl U O T O oNo ttl "' td N❑ u cc u d o v a s c u Z a LY° o V o R s F c N c u z 0 0 WO N c v o y s N 3 � 5�b � � '� 3 'o w c n a v d w d o o°n o ,Nn C q� = 2 w E °° .o c o v$ s o ii 'o ° s o 2> g fi > T N T c 6. C y O C i3� C C= ti w �_ y Cm y p O L N ctl p, Eco a"i a •° c °' o° o a 3 v v w'p o v a $ow orb ds F v U a °: r?i f°P' F F Fes- 3 0 F a d E° 5 m F o IL 0 a o 'r O O iQ w� a`d Ua N M V gAK, Appendix C: FCW Inspection Guide 0 9sp, 2 � m U O ORIGINAL 3 e U g d V h U u v G. c z e S yV 6 a W C a> 00 'i 9 b = W O Ur� ICI W J. I F D 0 W a k a W a z 0 F U O a v v : 0 etl C o .o A° o E 3 3 N C A V o C o > ttl R -? •°_ E 'Q g e� �' `" U ',�. N a a� Y E $ U ca' 4 �' s v c o o o$ o E R d R c O r = 0 o C N c y " • V y o L o u 4 v 3 v ❑ .y N o . 2 E u o C v c > •aN N •� Ao Y N o s °o ° o o r o U> u v a c �b °a o o u c 0. E +n xu o ° ° c v c 0 o v v y ca i .0 3 C V 0 r� •> 0 •fl o y o�o i v o 4 O E C N c0 E E > N V O 'C G, g '0 'D u rNi. c0 V ctl .G_9 N ' o V T v .V+ cVe r tE 4 .D N O C O E 'C ❑ 4 4 o T 5 2�c�o'u bD " `u O E C .••. W 'D o'a��= > '= EEu U o C 2 E `° .t o A $ v 3 ° a a ° �'i c a$ .2:, .� a 4 o B v w v r m u .E T Q co c u o c A °! o _v A °�' u o> s`NU c o o> Y 3 u Gs' o h o C u ' �� y c y 5? o � u 3 'N 'o, s s � ai E p c� C '��' a! y� 0 v d ,C� �' V 017 V .`� v '�/� C c•OO •O C c•Oa 'O C O N C OF � C 7 v .0 _ N V N V 2 y C CV _ O C— 'C O V aJ E V .0+ ? O .� c H - u .� 4 3 o c7 L 9 `� N O a N u w U 'on w c E •o •o v u _ v E A 4 $ 42 a° s c o_ z a e�tl •� 4 tC d C> y O W W N .� O .. o N y C N' 3 eE E y` cV N E C y C 7 O c y .V+ C. V V o .0 N L •- L >° y 'O N u o V C td q v o 2° e m c O co $ Q, I `. z ° E o E ro u o`6 3 c of a v '_ ? u E a E is .8 E d c .° N o •�_ U 'E •o 3 '^' >, 'C U F E H '� v 'C v 'C u o u o `u' .� o .� •o °' .ti v - u E ._ ; u a w E U eo v$ > v �, w r .v v 4 u y n o w o r .� ❑ c o v E o E E E$ o v$ $ w° u s E 2 3 n w o O N .0 N o 4 oo > F t p F o u t 4 O F y E W 'O w .y C: 'w a, 7 3 7 'O v V L«• - E •+ S V '° F E v •d w° w° w° a Fs- E a y Es- •� a z - z' IG L a v D E c p m c A Q ti c Q Q E aU� W W5U v, p N � Appendix C: FCW Inspection Guide d z 0 v 0 U e o, fi W 3 Y: ah". u�. a:. �a. �t .%a�x.a+3R...4ktr_�*i..- uw.a,c. ,.'�..'. "' �6a� .xlta�!`�x"::ii��...e'` "GYS,s�x :, °'•�d�"�"�"' i 3 O U rZd 2 C U V W O 0 Z 0 c 0 u � a O .°. O Z O 'eo u ao a> e b 'L 9 ii W O 3g U w� z O F a a z w O U W a a a W a z 0 F a U O w o OCa ° yo `o c v •°'0 0 _ c 0 0 v H 0 w p OD OL c c v b N N i4. c_ ° .T °c o c c" ° 2 . w w .� 42. 0 ° o Cl a° b y > U , 3 C• 3 o k c 0 y w 0 •m 0 U° w oa r o o o o u o f = 0 0 �b ° ,y c o ° w ° H ~oo C c •cJ 0. ° v O' w 3 s V y \ y l z° ?b o a. ti ° c c a T Ca 3 C v N 4 u .j. a b H p •4 b O v, O C W 'O r d U C W �a " E a 7 0€ •vim y s v ,,, s m ° o �a ti ° °' c WE to E v o o VV a, ra y 0 3 o ti 3 .N N c a o 3 w c Z. o — _ C s C ,7, y U O O2 4 7 O, C'J c0 O O C C .. 7 .A I w J3 V) T O v y C6 G O tltl > p C � O 06 Appendix C: FCW Inspection Guide j2 i. O 3 0 b a 0 U b 0 .:w W 4 CU �I C v N z 0 F Q a z w O w a x a Q W a z 0 F Q U O v nD C O i••. Ft.i ° N N b-0 p. E w- > '" 'a t np 'd 0 0 y p v 0 � N O 7 O y a `o c c 5 c cd p E 2 E 4 N E •o w E C ac a w° tC ::r ? o v o o O D U U N 7 C �a � A .0 .. ❑ w° v .E � m o � o � 3 A° c a= 3° o E c ° non A a E '� °o ° Y •� � O 4 Y 3� o e ai 2 m �+ c c 3 v t CL A 3 N o V '$ '_0 R v n a m r .E b$ °° A F E o c N o C ti O2V 'N P '� > «'� y N V L m L L C b U p=p Q. a�i L L i7 O -S a N V 7 v Q a u Q C N lu _T 4 C A O ttl O W v C C E N O L c � E nn a o e aiQ ww u,H¢ N a M Appendix C: FCW Inspection Guide CA 6J v .a Z O a a z 0 F U O U n� p d o V � •o ? c_° y c c $ � � � o c � o � 4.� ..+ C C O O V C O •� O N 9 N O y G a L C y s L .o u C� C y O OVD .L J� L i X i0 a—>i R OA O •C c '. v 3? C v v 3 v o E T7 C '3 > G b A •'O „ '7 O C N 0 o O N Vj IQ 9 W ° o E Cr C C O 0 > .n ° s c°' z= F c v c o °> o o c c -o o a s y N '� V L L aUi .-yam C C N E d F .0 C b Vj V 7 F C >-> 5 t O v c— U v ° C O a u °C J o° s a d La 0,; 5 wy. u s E A aU.i Y > >> c E � c o p r V £ s O C e V O L 5.v y V G > C C 4 N N O L y w aVi A '0 C 'O VV t. D > z 7 •=' L y N p > . ,y Y C p w itl O L u Y > V C C 'E O N 7 C ° C VG � bVn O a o� � g °v= c� vco� Ew�c day O o� L o ` N s?�• p Q 4•,i -v° > O N cd C E m a en V .° V C e°n d a, 3� O oa�c s � s G o y 3 vb c c 3 env c •� " >' w � � � o � '� w `" °' •� 5 c '� o R g s � 3 c •0 2 �" � a v n. � .o � ' F g en w $ o c > c E° ou U > v w .e ^° c g E g >❑ ' o s 3 ,g a o E 2 ;, c aEi d o v w T a ._ u ❑ v_ '° 30 °�' d Op ° E °' ❑ v v o s n ° v c — o v 0 N > L v CA O O L w O E F N W X W O V y o OD m o � A ri ri v Appendix C: FCW Inspection Guide 6 4 U N v N oI`0AKF9� r U O ORIGINAL d d c. c 0 u a _c 41 a C .Q 0 U O O a O e N a� y C rJ' C � c 'A E y u w y 3 E v 4 u o o > a o v s E > a a t N v s E v y v u°' H o E N 4 e c c d o o o =°� o e to }s o f v o> 4. s v Oj E L X C m n V Y 5 3 n c __ o u =_ ° v 0 a v o u r u wo w o 3 v o= n v °' 3 W v 3 a n y h o u 4 G. C ° t ❑ C p C° c E V O .Q N L •C y '� .L Ga 'O 7 3 p �. JE .� u? u v .= 4 = o U o u 'ou aci 'ao aEi .E v y 30 C W N C 'O C> G .> N 7 .E E ,ay1 ° o> u o o •� o 0 0 t °' c '� o E U A F A t¢ E °: z a F-F o F o W '> z Z a v z v a v r a o u c U > cA u D5 v ; ° 4 v 4 E cA J c 4 c ¢ a a; v Appendix C: FCW Inspection Guide v z 0 v r .fi U y v N z 0 N a z w i O U W a_ x a a a z 0 a U O a 0 Cr z z Y v c o u o ° °_' y y 3 c c Y v c o c c o u o Q u u v o o ° t: O O , ,7 > Y Y' a v o °' w v w 3 E E c c a R a o o ° ° d d o o a a o o ° ° 6 o o c c o u bC-D v v O O v 3 n v O L L N C C N 0 090 m m u N N 0 0 4 N N 3 F C W W . .E E E S Si . .E _ _. X X> �6.. • •2 c E = 3 N N 2° E 'u c o 1 3 c 3 ° E = ° $ 3° N a - N y E 2 E c ' c - - o o d d o 1 U = = � �a c c o o o o° c c a a A> E E v v o v v v o o NN A A w w�+ Y N N C C 'O C C N > > N « aUi a 0 E E E v W t t t ttl O Oq a a C C N a a" C C C C Appendix C: FCW Inspection Guide v z 0 v r .fi U y v N O O O .a .C. .0 W e .c C U 7 ^� C QJ :d C � C � O � v P z 0 F A z w O a x a Q �a z 0 a U O a i L pppp c0 � � •� cU,.. � � •g v U •o v nn a, y o •� t o v w o C v o a •� •y � .; v � '2 E b y O G OD ❑ c0 ca � C E ° o- v "a —� t o z._ „ > O c o > v av = E a a o o d ou c °' •� 'E 0. d' a� 3 � c N � = =- v E y C j ai m o b � C O �� v G 'C � C v C •C y w t0 O t0 t O 'fl O 'L' O A tLd O Q r7 z z d O • h L 7 N � � C U � C p bD V N U.°a o¢ 0 C 03v fi 0 v c v r fi V C d y O 0 Q Appendix C: FCW Inspection Guide 81 �AK�9J' v o ORIGINAI, y A 3 b O O W u C 0 MF E .E E .1 3 v o 40 u - - y c>a O O N t u G i C F N n O n 'O N L R Ri ed E% V c0 C u GG y Vp N F o a u v $ c c c c c c of v a�i R a� 3 c .° c °$ =$ 4 j4 Op c° z E O s c E b° O O A N ° ytd o •.5 o O. w .3 C Lo_ •b° q '«:° : + o_ E t wy c N 'b ti° v v •C "° o c ed c v a QQ11 v_ v v a c CF N V �' ed 'cd V O C C O > ° E w y. :? E F .v y g g E E E y ° r u- V N a'O d N N N p p 7! V > V u N L V O .y N S v 3 s .0 y .0 O u „�j u s s s> ,,cc O s O p Z a cn a0.' �n ti F .5 F .n F$ z n v, F F `' F u= t- Z w F v Ga W 'J C e c z L d Q Vf � u U u C C w mU U U Un 0. C L1, y ed ti u Q E °' un [ rn o 3 U = •o o .0 F cn r v u Appendix C: FCW Inspection Guide a 4 v r fi b fi O U H o° o� 0 U 0 F A z W 0 1� a W� a z 0 a U O r c c a e9 ° u a o v Y o c •o p prp R Z v v •o v t e ° c c ' Y v v a a•Oi G v v c • •O d d v v z z c a y u � °o � y� • �'g+ o c o o o > > > > > > $ c a $ r r v a a o o f ° J 'O N N N •E s s V V 7 7 N N u r. 2 u O w w V w w y y y b0 y A A N N > > vLOi y E L v v[ o o v a a v v D c c 0 3 0 n o o a a E w s y ° 04 r n Y ° °° p p C w °' u u d d o o A r o o v _ yu . '3 Cy y y v _ o ou v y .5 A A ' Y a a°o i> o o • •E ` `� u y y� c c o o$_ • •o o o `� v v � � � Y Y � E 3 0 0 '' � � ':_. ° ° o °�' � � • •- ° ° 2 ° ° € . .0 a an � o o g g ' '« .= v v o v v o o . �`u� E on 3 .. u Appendix C: FCW Inspection Guide a 4 v r fi b fi O U H o° o� 0 U 3 r V 0 u 0 y G' 0 a � w �1 '7 C C Ua � U y � C A 1�1 � b[ a � e v y o ULT- z 0 F a a z w O w a x a z 0 F d U O .a w T ie s«°', � �� ' '`� 'c o T C o : C a 3 3� a•°i u u o o .mod o 3 w 3 3 E 'rJ^,�' u � �d y� c c E E .O a a°i b bU V `!' O a `�' x� � � •� � �� 3 3 `�yy G G£ c ca c r `c° c c c c °' ° K g g c c u ° °c ° 0 � � � ' 'Y°O Y . .� . .0 � •bn [ c c0 . � r r G 3 c E G, 7. V C C a+ ❑ ❑ O C C H K K C U v v 9°[ C C E E N o o f O C 3 N • .V+ N 4 A d d ` rJ' z G� 4 4C L « «r. o c 6b v°1 E' ° 5b ` v v c O N L O° 2% O O v v 4 6 U C p � u p E 4 c p � u E. a v m m E E c 3 p o oar d d C aD+ b O D v v° y y D V ' 'N O O y ° ° C C L L % % E p p 5 5 'O 6y£i 7 w w C w w a D° o bo 0 0 0 °' t W L Y v �? u .. o D v Q ° V C f1. R c E E o O p « «+ € A A 7 7 N N> v v i tV0 N R R c>d N N ' '� U : :0 C W W N E c o E n c c o , ,c c c c o t ti t t ' a c c c a a H •� ;; v v d d y E °= w 3 3 E° w w a o K o o E E g g 3 Z Z c v o o o o> 9 9 E o 3 3 O G N N N U U cVtl L L .O U U O U U ,= C C td N O O cC V V ° i " •" E Appendix C: FCW Inspection Guide 10 0 u N i a '!S d d y e a o`` 6 AKe, f- m U r- O ORIGINAL. P— U W c, s 0 r bn R .q O u d y, w. O C O .V c a W ec c c � e ai q C c R C 'L ICI W z 0 F a A z W O U W C a W a z O F y bn 'C R O O y 'V c4tl � 4 v v s s 3 w E E c u E o`n u c ° o G L N L vi ate. .fl E, V E ,O p u c 4. x x o L> d o a R O F'n C r o ^ 0 7 I7 L •� V C C C ° v E ,o ,Q G>CWj 0 bVA O K N N > C yy R �? OJ U N _E ., Or N u° V w+ C 9 Y C C +• v 4 y •> v H '> C O O^ O V z c. •E F A o F v V a > 5 v o v . •o o y N �Y v a N v y c o c u 4 0 ❑ u •- c •0 .3 E E ° b u c� E _y a c o v O E 'O O > O H y C y C O c 7 td a3 � j 5 c o v u t o u on C C: .2 .D p .E ° y t C Op 7 C t U 4 a C u , •y E o �s 5u a U .E '& c 4 0 O c c v E � '� ° 4 v> = to� ,y to y R C V N O 00 co' Y, ,� Ly .� y y > >>i r C�V' p > 'w0 ° E W> Z u Appendix C: FCW Inspection Guide 11 II O a 'z N � E II i= FI� z= G Y eo v z 0 Tt e fi 0 U eo a e 0 0 0 'C v 0 O ,e as v u � O W Appendix C: FCW Inspection Guide 11 II O a 'z N � E II i= FI� z= G Y eo v z 0 Tt e fi 0 U eo a e 0 0 0 'C v 3 U u L L OD 0 r 0�0 C .O 0 e eo e u h v y O e O u a O C � O � a y O �U � e � a A O iw •�. O ° w C `o z 0 F a z O w a .Y. a a a z c F Q U O N > V> t N 0 4 3 t 'y O C y •R — 2 c u v M O y 7 ~ C C °u vpi 4 C L O •O � .d � G �C � V � � •C O 7 u '' �` y bug y L v C C" io bo bn 3 v c g> •� u p• � •p � G C y N � id tb .5 O. 'r v p tV E E � L 'C u E u o O F. .O ru+ �0 al L G .0. a > w y — V u y '� v > t O W 4+. .n O N N C > y •eE c7 J p u x OuA C t y V V �0 j .� v A o >> n s E w_ 3 v u o ra ° .i c Y- v a E° L •o �- �v _ 3 � o o ? c' u °c p u= m d a 9t u to v y v Y 9 4: s M E? a- © o 3 W a a E 'i o cn ' E a v o f c -cc y o y aF- .� o�v�3o�Ya� �°oocEo� y u O i bq 4-�2 C co w a' y O y N v u u C U Y v N q �' t� O� C Y Y .� Y y C oCSE HF- Q z d z d a Z d z Q z v U L 7 v y m t Cgtcn v U c F oo wK 44 a Appendix C: FCW Inspection Guide 12 0 c a 0 9 c z II Y v 0 4 z r z 0 U edo fi i 0 0 oF�AKF9 s� r r- v o ORIGINAL 3 U k. t 0 y m C L 9 0 'L C OD C u ch C N 0 C O L 4 y_ y V � C C w ub0 c � e � o � U � e bD m a � O 1�1 W z O H a z W O U a a W x z O d v O a tb >� 4 O E L C O y N F 0. CIS V 3 ctl .�. C O y y v V L w^ = c m c ° 00 •E v C � to yy R ry o u - o ti •o O iv u F O � G y m .a ' y •p O .V. 8 ., 00-2 ` OA F .ii > bD ° � u. Y ,� Oq > � 1 x N O r E •�ppO C ° F O r C N G 0 E a ° a n o b° s c v u _ E E u ° ° ° u ° —o ° O ° G ° F c O 4 •�, u > tl O F L u 0. ctl h V O c v en ; 7• F d i A u �, tp , ^� N V 7 �. ' F td N N 'C L c O NU � t C •� O NN O t� d y C V V td � U r p O N N aVN . .Y V+ ctl E .V+ A of C N �_ 'O L O .-, N = V E � —_ •p y Fd Q ctl 'a .r7. t y id �"' 4 C Wi. u v v4 a au d � is d s _• � vC7 H o v w^• c7 v 8' En C $ 9 0 baus ,,y0 -, �, o � u 0 y .L •7 id Sr Y 3 LU y 00 v�0 w 'A RS W w° W 07 y N U c M Appendix C: FCW Inspection Guide 13 0 a 5 c 0 0 a II O a 10 z 0 v r U a r i 0 0 0 a 0 O G y d A 0 C z 0 F A z w O WU a a a w a z 0 F a u 0 s o v ov t N � td •p b O ^y y > p td 'p m 2 YO C C y C O E � u v c`d b v •p � E 3 � vvi . � L On G, v �y C y O v 'O O N tE6 E Id ^ O Z O€ •C bOD � 7 u C � ai c0 cd � u� G y 'w o on E m ono c t ' €.S u x u o a w u v o a o v on a t°•_N v E vc E o E o e t y e° y o y t v E y o CL ce bn L>' On eCd' r pq �d V •C •[ >' N m' •C C N 00 t .E E E ODd v O O 7 7�1 v o. U�II .E c y a •� S 1 a O 3 E a N u i O 1411 . s iO tC iC d O .L U OC G O A E �3 w t yu `c❑3 0 y y C •aA O O u C . O y Cv c C :3 �_' v d1 c7 •�y v etl v cV tv-. O rii C � 7 u C 7 cV O O y _ E c^utl � w .� E E C O^ �? v 4 iy N "' c Lu u F a F 'a � o Z U 2 cn �, u rn �� c o .� a u c v U a zap ��a za z Q V O C W O O Vi N to U v c °" y u a0i � 410 v Y 1.3 ? _ = > s U. v vi �D r c 0 a II D z 0 `u v 4 e i L` 3 t `o e d 4 a 0 a �gAKF9 Appendix C: FCW Inspection Guide 14 o ORIGINAL y ii CL z O F d a z w E O w C m Y d W a �n Z. O F d U O a d � y cOd b u L V V �„ � a' N y •� � •C E= b0 N u � � V v .� •� � _' tatl C �. �"' C � .p—mq L y N 4: � .Nd., A •O D .gym-. C w � O G• V O C ��. _0' m O O L G•G .~00 O 7 a � C N m tR � u y v y •o s C 'u° o .E � aEi o E •° '� � .c � .v � � w Y •o d .� E d o c d c 0 d v E E o o E o' adi E w " N rte_ ° _ > NU p > v a c o 0 0 d 3 2 o m y 2? d o c c c a E c v - ..0 c v vp 4 r u E `o y E ao y C N m 7 E 4113' � «+ .'7- == 7 7 p `C 77 3 N d 0 i W v. °_ T �' 3 T 3 p g en v v A m u 3 �° v .0 s a 3 c 3 c v °' s v m u _ •N E °_' M c m �' u O •E y C y on m V C 'J b0 .,�� t m ti= m ai = L u >' •'O L ou C O m m o p Oq •p d c=d = L C C N O. m = ed C e=d v C O N bq 0 .= m LO, G m > `n d C! O C O '_ e0 vi bD ° tAd co ° ° bq •p C y= c v & .. `m .+ d E d E o a o g C7 m .E E c '� -� -p m -0 U O y •7 > y N �' N E .T. w m tE •E � m m E N V � N C L C a�i .N � c0 9 •_ N V N O u V C C ed O .0 'to O F'=., id,, �0, m 'O t° O .O ° �Oy ~ m G N N p N C y v 'O •C d 6` O O p SR zo 61 .0 =' O � 6l V Cl t 'C. .y F- � v 0~J N u y F o E- v ._ yJ '� .� Q N a+J •� ¢% Q v ,� N v X y L t4a W m 3 v� tUO L m C O R m m y .0 n= u n E Ln E F- d z o= �v O C b0 O .E W C «o C = T c o i o •° 7 o 0 0. `C o Cn E o w o v 0 m �Q UQ Gn a°. a ya Appendix C: FC W Inspection Guide 15 c 0 C A 0 0 z 0 O z ID 4 z 0 fi 0 U e 0 y E a 4 b a� 0 a a 0 u y ice+ a 8 0 a U Q O v v o u t 2 a p EC V G O � a •� � 4 a ° >. bD C O .�•,, yd .^ � .E cad L' E °° y C w y o 3'tq v> 7€ A p r I 4 a4i 0 c + �H v c Y N p u Ec a s a y ° 9 r y 2 EN > o v y o c ° a c u , $ N o u= C C ° O V� v V 0. y N � N V .� P� G N C C p �� 0''i O c'yd C 'L•' O cC cwy7 ' � v °_ o q�q c v E 0 O cd C y U D W •O � �� 4 V y •= O 0. V C O t w yy C pppp .V+ bA tE a i U bV3 V N O 3 C O O iV Y N 0. C O O G C'i E X N .L.+ W ° c o° ° u w 2 .0 E F a 0 E C V > c O u v 4 E irb ti❑ o v a u w y n a £ e a 3 0 N a N H o c? v E v E o _ •� a °' v V E ,c o o �i'` v ° .+ �y «, Z° bp N E CL U> U F Q Cv in, Q d ELL � w N 7. �•" O W E 3° y o a bo o Appendix C: FCW Inspection Guide 16 b 4 z z 0 A fi U h Z o``gAKF9 I � F_ m U p ORIGINAL.. c 0 a E e a 0 e O a h c a w c_ ^, C O v C c O a y `O �^ p o P. P6, Cr z 0 F 0 z w O WU a a d w a z 0 F d v 0 a � E u •E Q0 0 on o •o � " �u ° °E' •O 3 E L� u c c O C •O m °/ o v ° � a o ° c °� 3 aui •o a is v 4 v � O a`. •p � co4 y b �� � u C O •C aL-. L C o y w o 0 u 0 e0 E o g y o .i° �❑ c v c > c c s v E c> E $ � o� y L c :o A o :: •� o o 3 v = T cua � a A v + ao o u � L _ 0 u o ❑ y u a$ E c etl X G t C D C •p '7 3 C .0C C N u E ° O •= u ° v o v td .E =' e E " 4 a .E E 9 E a E> v o y v ey � C a � � ? id = 4 � _ �' ,c A •C E a E g u °° u E `o Yi° c m a u 3 S u y cd E 3 E E o o v •v " u a c a c •�, a u� a E O £ —° v Q c a v u c> � 3 d � c y u v c 0 0 °u z 2 c a' a c L u u v u v '- v v �. � �. V.. o s ouy v° E ' 0 0 3 a Q o vTi 3 a O u � g N 3 � .0 N •p = 0. E mr A a' N Ci M E=Oa � in FE- na .O Appendix C: FCW Inspection Guide 17 0 c 0 a 0 a u O C 14 m Y z 0 e .Q U r 0 O .y E 7 a N e V a a w e .^d e G ° ..r U G o O a6 A p a' C N �I e a� 0 0 c Q v z n z r 0 d a r s e d y S 0 4 Q Appendix C: FCW Inspection Guide 18 O� 6 A KF9cP F- m V O ORIGINAL V '0 bq y T A O r E N v o v O O V v C A p 7E a.. a c �, wr 3 c v v ° v a E •3 3 m Y •ppa o •� E 7 a O y id w O y 4 A bA V E b d U `�•+ L yr0 y Ol A y CL C 'O .Q U �+ A U .fl � LU v o A v v a o .` v v •C °�° o � a o E N y v° ob tot °= ° v d a K a •= t c A ra A D O A p Op b9 A A U y by U N N A C r I.A. ° U A a z a 2 z a z s N A V d ate+ y d ^ ^ CU. •7 U � � Q � � � Q 4°r � � oo am 0 0 c Q v z n z r 0 d a r s e d y S 0 4 Q Appendix C: FCW Inspection Guide 18 O� 6 A KF9cP F- m V O ORIGINAL 6> C a' R V , O: C' O� U •o ' 0 o� fr, � o• u u� W 1. WG z 0 F a z w i U w C a a w a z O F a U O a w. v t� •C � .0 V 3 c°- > c a s y v e y u 7 a •� o E y uWO _ _ V 0° U 'O •O o u y = E 'm 0 `° o a a v UU 6 a o 0 C a t a°1i v o 0 o a yi° c° s o = 3 c Ya u H a °' s 3> o a v o a > o ,� , N o> > y > r o u u o O C s = E w O C 5 o c G .2 v ,° t > Sr U C E NO p T 2 ° 'O N •p _ C N w td W � _ •= 7=J C = O � A O u O = � y � v 5 4 � � " c`°i v = td o s � t u a=, .� o b0 .. = o 'o y •� c ao c R n > v y S g d 3 d> °x' u u= >.5 : 7 u E00..v�a y— o�cuy' uy' 4 �ocV cL°��uo o vE W v; a °' y a b .O •C O = v c •v _ = c en b y y •CO 'rJ v' u c y u y C 4 3 H 2 ._ i y b u z 2 r d. V y C '4 L o y •> y •> � y L cd T > d t 9 F- F O z z V a z 4 L 12 •u K F 0, o i° '� F A o "x : W >> ° E a z V y v 0 u F z x o Q v a c ,o v E v � 4 C O U O Cn N LL) M x W W y Appendix C: FCW Inspection Guide 19 5 v ! L b z 0 fi U d r U al °o d s L°v u 0 a V E a u 'b 7 � O C C b O � � u y v i.n O N C °o_ Rrrt �, I� N U� C 'eo U 0 161 O U "d a CO 'a W � e �Q L W Gz. z 0 a a z w i O a a Q z z O F Q U O Cm o ° u p o '4 W i C eV c � yy CC L L C 5 Li n u 3 t" c E w c a 5 9 Q u u o •O yL O C W •p .p a0+ N X i w y v v d ro y C t . E y L •SJ" .� ' 3 N r buu Y tE u iC u u ga c � •5 � s �?? c �. :2 E v v Ob N c0 i0 .Q y N uup VV C v O UU E y eV E L C y d y y y C u y bq p .t u ... C tom-. °c a A •� w ° oq u ° bfi o td .E OD 5 x u c v mo y a�i t01n b0 Op E •� t0 G L �' u H N a u ? v y O y 'O u C F. W itl bD u L .2 O 'E C n£ .Q O 2 V p N b0 L>' C •C OE C �' 2 ,x3 .� O c b d N .a 3 .0, c o Pr' u v= v :� °: o C 'E :: •o � o E� m R E s° bn 5 'co L° o a° u° c o °° ._ o o m T c D 7 C O _y u aui m y •_ a v° a~°, v v .5 o o° k •" aci 70 c .5 .� u v v R t a v C u s °' ub v v Z F" w C7 C7 o C7 F" WWI z I o writ jr Q y u C Op u O y J Cw v On OnE � •y= � c " o a csiG1 � c U 1 [-� fn fn n w° v, W L. a 3� 0 a 0 0 z u E z 0 u 4 Z e d e° h r c 0 Q ;AKF9 LP Appendix C: FCW Inspection Guide m r 20 ° ORIGINAL C C U 0 0 U b 0 0 w C u C 0 .` z 0 F d A z w O Y a Q z _ N C d " p •O y O W F 9 itl m � u N =p N VJ y W L u 0 0 p > > t E y c c v u en R E c z E O aci '• � a °p, u � v C= v w � ? � ou c o � u u �a fl �' u E .� E c o •3 'a A �' o � 3 J4 c °' ° v ra v v� � C o d s C N v N C � E •= u° c s O v A$ •4 G S a 4 a E y .1a d a v ° u «• c '= '.;o «; c yc? ' 'c avo . a o b 3 c ti N c u v ° : o ' ° v v v a v G E o _ o$ o ca ° v ';E o s •N o '� ^ v c o o s 6p .= .= v •- .� •° O E C H 7 E G E •E ty C.r iV 'O y U b0 N U v 7 y C y C cd 'N N C p C O w p ,n 0 U c A W . 7 z U w O v o y •o Z u L O Z V v v v u p O v � C O �= 5 _ Con 4 E a m p �v� c u Appendix C: FCW Inspection Guide 21 0 4 0 c 5 u z tl a. v z 0 r 0 U w x U u e J v v U W5 / Q � k u t 2 w 2 ■ Q � k \ / ( , E § � \ & \ / C _ ]_ > \ ( \ �\ �\ � ) \))§) ^�oeats \v \-4 42 ƒ ( � `� � 4: - jj\))»7§22\E� )k /f$ 54 -, = °E ®±a = = = ar==■( ±)ƒ` CL �]§ #� © °2§`J - _ -§§S )kkk } \ §9b 2 /§k§�)) \)k 2 ? } wi (> / \ 0 \E2 ) � 4 / ] \ k \ Appendix C :{CW Inspection Guide 22 %kK4:�q v � ORIGINAL as b O a y C CM L W y 0 0 v y G vi 0 U q F Z a Z W Appendix C: FCW Inspection Guide 23 v w N v = N v C 9 F• v m y °0 3 v •� `� w •� E o to G E OD C° u F C H O •O g � Qn. •E v y •" ,� U •v 3 y v ' E S o s o $ v a U a v Q xU S o E r� c vi U y C U iJ o ms c a3 � •Q •� ° YY vY v � U U a > U •o c � °> E w- o A on O V C L v O b N C v C 7 0« w E a 3 c 'O C •o = p ai C cL0 o o s o OU e Q. 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D a y v •� F° "eQa `.. v E c �o a t F '2 C aEi .y r_ 0 U U 3 W ❑ u U .O .o ._ O v a o y •p t O• C Q 'O N i b •� Q Z 5 v i0 y L V •^ w In to a w L q O C U N N O d C O G w U v d o Q a a o o q c v E c d y F N on y o O o f v° Z v °E' °° OU v u" u°. E W a$ o o Q o w �° U 3 0 U c v— O .o w° m o o U� •� •p O •a o v w r a 'v o 0 o F i F 0. F F -: ri ri C ,-: cv ri 0. q a Appendix C: FCW Inspection Guide 23 APPENDIX D STORM PATROL MANUAL o``gAKF9� F-- m U r- O ORIGINAL : — OILDALE— ` 1 t • \ C I T Y OF B A KE R., y N ATER ER RES OURCES RCES DEPARTMtE,I11T . . r.J le { a e 4 .__J 11 J� 1 t 1 i i WITH I TENA E M P r r A {. BA 35 j qRY it 1� ..• IN i 1F0� f 4 In 29S R 27 E. T. 29'> R 2eE ffOtt Ntt nrR inynettt frf f •e. I� ADDOPTED: IZ • T SO S. R Vf t I _1 1 Table of Contents SECTION 1 - FLOOD OPERATIONS (Flood Alert Stages) .................................................... ............................... 2 STAGE1 FLOOD ALERT ....................................................................................................... ............................... 2 STAGE2 FLOOD ALERT ....................................................................................................... ............................... 2 STAGE3 FLOOD ALERT ....................................................................................................... ............................... 2 SECTION2 - GENERAL INFORMATION .................................................................................. ..............................4 GENERAL INFORMATION ...................................................................................................... ..............................4 CONTRACTOR SUPERVISION ............................................................................................. ............................... 5 OPERATIONOF RADIOS ........................................................................................................ ..............................5 SECTION 3 - STORM CENTER STAFFING ............................................................................. ............................... 6 SECTION 4- DUTIES AND RESPONSIBILITIES ..................................................................... ..............................7 SECTION 5 - SUMMARY OF STORM PATROL ASSIGNMENTS ............................................ ..............................8 SECTION 6 - STORM PATROL DETAILS ................................................................................ .............................11 STORMPATROL 1 ............................................................................................................... ............................... 11 STORMPATROL 2 ............................................................................................................... ............................... 12 STORMPATROL 3 ............................................................................................................... ............................... 13 STORMPATROL 4 ............................................................................................................... ............................... 14 STORMPATROL 5 ............................................................................................................... ............................... 15 STORMPATROL 6 ............................................................................................................... ............................... 16 STORMPATROL 7 ............................................................................................................... ............................... 17 STORMPATROL 8 ............................................................................................................... ............................... 18 STORMPATROL 9 ............................................................................................................... ............................... 19 STORMPATROL 10 ............................................................................................................... .............................20 SECTION 7 - SUMMARY OF MAINTENANCE PATROLS .................................................... ............................... 21 SECTION 8 - WATER RESOURCES DEPARTMENT CHAIN OF COMMAND ..................... ............................... 23 SECTION 9 - DEPARTMENT PHONE LIST ........................................................................... ............................... 24 SECTION10 - FORMS ............................................................................................................ ............................... 25 STORMPATROL OBSERVATIONS ....................................................................................... .............................26 FEDERAL PROJECT PATROL REPORT ............................................................................... .............................27 SECTION 11 - MAINTENANCE MAPS ................................................................................... ............................... 28 1 o``gAKF9� F- m v o ORIGINAL, SECTION 1 — FLOOD OPERATIONS (Flood Alert Stages) STAGE 1 FLOOD ALERT The Stage 1 Flood Alert is during normal to moderate rain over some or all of the Kern River Watershed area below Lake Isabella. 1. Maintenance Crews will patrol all Department facilities (see Section 8 - Summary of Maintenance Patrols). Maintenance Crews will report to their Supervisors on the status of all facilities patrolled. 2. Maintenance Supervisors will report to the Water Resources Superintendent who will inform the Water Resources Director on the status of the facilities being patrolled by Maintenance Crews. 3. The City and County NPDES /Hydrology Sections will collect water quality samples and inspect Department's recording stream and channel gauges. 4. Office personnel will function as usual. 5. Engineering personnel should consider observing drainage flow patterns in areas where projects are contemplated. STAGE 2 FLOOD ALERT The Stage 2 Flood Alert is during heavy rain over some or all of the Kern River Watershed area below Lake Isabella with local flooding. 1. The City's Emergency Operations Center (EOC) may become operational depending on the severity of the event at the discretion of the City Manager. City personnel will work 8 to 12 hour shifts as necessary. 2. Maintenance Crews will patrol all Department facilities and will perform emergency repairs and flood fighting on Department facilities as needed (see Section 8 - Summary of Maintenance Patrols). Maintenance Crews will report to their Supervisors on the status of all facilities patrolled and any flood fighting efforts being undertaken. Flood fighting efforts should be reported to and coordinated with the Water Resources Manager. 3. Maintenance Supervisors will report to the Water Resources Superintendent who will inform the Water Resources Director on the status of the facilities being patrolled and any flood fighting efforts being undertaken by Maintenance Crews. Flood fighting efforts will be coordinated by the Water Resources Manager. 4. Patrolling of Department facilities in accordance with Section 5 - Summary of Storm Patrol Assignments will be implemented as determined by Shift Managers in coordination with the Water Resources Director. Patrols will be available to respond to public inquiries in their areas and will report to the Shift Manager on the status of projects being patrolled. If a patrol determines the need for a facility to be monitored constantly, this will be communicated to the Shift Manager and Water Resources Director. The Water Resources Director will have either a Maintenance Crew, Survey Crew or Construction Inspector sent to the site for ongoing monitoring. 5. Shift Manager will report to the Water Resources Director on the status of facilities being patrolled. 6. NPDES /Hydrology Section will perform daily discharge measurements at various streams. 7. Planning Section or Storm Center Phone Personnel will receive all public inquiries /complaints and requests for flooding information. STAGE 3 FLOOD ALERT 2 The Stage 3 Flood Alert is during heavy rain over all of the Kern River Watershed area below Lake Isabella with wide spread flooding. 1. The City's EOC begins 24 -hour operation. 2. The City's EOC will receive all public inquiries /complaints and requests for flooding information. 3. Maintenance Crews will patrol all Department facilities and will perform emergency repairs and flood fighting on Department facilities as needed (see Section 8 - Summary of Maintenance Patrols), Maintenance Crews will report to their Supervisors on the status of all facilities patrolled and any flood fighting efforts being undertaken. Flood fighting efforts should be reported to and coordinated with the Water Resources Manager. 4. Maintenance Supervisors will report to the Water Resources Superintendent who will inform the Water Resources Director on the status of the facilities being patrolled and any flood fighting efforts being undertaken by Maintenance Crews. Flood fighting efforts will be coordinated by the Water Resources Manager. 5. Department representatives with respect to other agencies. Inspectors will report to the Construction Engineer on the status of facilities and to the Water Resources Manager on the status of any work being performed on any facility. 6. The Construction Engineer will report to the Water Resources Manager and Water Resources Director on the status of the facilities and any work by Construction Inspectors. 7. Patrolling of Department facilities in accordance with Section 5 - Summary of Storm Patrol Assignments will be in 12 hour shifts as needed and as determined by Shift Managers in coordination with the Water Resources Director. Patrols will be available to respond to public inquiries in their areas and will report to the Shift Manager on the status of projects being patrolled. If a patrol determines the need for a facility to be monitored constantly, this will be communicated to the Water Resources Director. The Water Resources Director will have either a Maintenance Crew, Survey Crew or Construction Inspector sent to the site for ongoing monitoring. 8. Shift Manager will report to the Water Resources Director on the status of facilities being patrolled. 9. NPDES /Hydrology Section will perform daily discharge measurements at various streams. 3 o�gAKF � s � r v o ORIGINAL SECTION 2 - GENERAL INFORMATION GENERAL INFORMATION 1. Patrols are to report to the Water Resources Department to pick up all required supplies. Work in pairs. For Stage 3 Flood Alert: Patrol Shifts 7:00 a.m. — 7:30 p.m. Daylight Shift 7:00 p.m. — 7:30 a.m. Night Shift EOC Shift 8:00 a.m. — 8:30 p.m. Daylight Shift 8:00 p.m. — 8:30 a.m. Night Shift 2. Equipment and supplies to be carried by each patrol: a. Gate keys on vehicle keys b. Sandbags (Sandbags may be supplied to citizens during emergencies only. Sandbags are empty and sand is available at the City's Corporation Yard. Ten or twenty bags may be given out depending on needs of the requesting party.) c. Hook or shovel d. Flashlight e. Rope f. Rain Gear g. Camera h. Phone /Radio (if available) 3. Maintain contact with EOC at least every 2 hours by radio or telephone. 4. Inspect all City/Water Resources Department facilities in your area. Gate keys will be with vehicle keys. Note flows, problems, and take photographs as appropriate. Keep record of findings and photos on report form and turn it in at the end of patrol. Personnel going off duty should brief personnel coming on for each area assigned. 5. Report the need for ongoing monitoring of any facility to the Water Resources Director immediately. Public Works Director will designate Maintenance Crew, Survey Crew or Construction Inspector to such facilities for monitoring and continuous inspection. 6. The Public Works Department will perform clean out of catch basins where safe and feasible. 7. Only Water Resources Department personnel assigned to inline and closure structures will regulate structure gates. Changes in structure discharges shall be relayed to the Water Resources Director or Superintendent for coordination. 8. Expected response to citizen complaints received or referred by EOC: a. Evaluate situation. b. Document what you see, do and who you talked to. c. Department cannot perform work on private property unless a Department facility is in jeopardy. d. Refer to local City and County Fire Department. Fire Departments have a ready supply of manpower and sandbags and may assist residents. They are usually nearer the problem than Department personnel. e. Concentrate efforts on observing existing Department facilities and observing flooding conditions in area of planned projects. 4 f. Report problems to Shift Manager as soon as possible. CONTRACTOR SUPERVISION If a contractor is hired by others, Department Construction Inspectors shall be on the job to assist, advise, and direct Department forces and equipment as needed. All efforts involving outside contractors in flood fights are to be coordinated with the Water Resources Manager. Corps of Engineers' representatives will direct operations, maintain records of equipment, manpower and material used if they are involved in the flood fight. Department staff should do likewise and turn in all paper work at the end of each shift. The authority and responsibility for issuing orders or proclamations to the public remains with the Department, therefore, Department representation is required when the Corps engages in a flood fight. When the Corps abandons a flood fight, immediately report this information to the Water Resources Manager. If the Department Manager authorizes the Department to take over, Department staff will advise contractors they are now working for the Department. Department personnel shall continue to keep records and turn in all paperwork after each shift. Maintain detailed reports on "Extra Work Report" forms including: a. Description of equipment b. Hours worked c. Materials delivered to jobsite d. Personnel OPERATION OF RADIOS Call numbers are assigned to persons who regularly use radios. During flood periods other persons should check to identify their radio call sign before leaving the office. Their call sign is the patrol they are assigned (e.g., 4A). When calling anyone, use their number first and then your number. Talk in a normal tone and be as brief as possible. Use assigned numbers to request the person you want. Wait for the repeater to shut off before trying to talk. Remember that many people today have scanners and can listen to all of your conversations. Use appropriate language. 2. Some areas of the Department have poor reception. The most common way to correct poor reception is to get elevated such as on a hill, freeway overpass or bridge. Reception can also be improved by changing the direction the vehicle is heading or by having the engine idling. 3. Avoid talking while you are gathering your thoughts, i.e., "Okay, 10 -4, will do, WHF95, 613 clear ". Mobile and base radios should sign off with WHF95. 4. Identify the area, channel and problem. Many channels have similar names and identification of the areas can become a problem. o�0AKF9� F-- m U r a ORIGINAL SECTION 3 - STORM CENTER STAFFING (Including Cell and Radio Numbers) TITLE DAY NIGHT ALTERNATES Art Chianello Art Chianello Department Manager Cell: 661 - 549 -6313 Cell: 661 - 549 -6313 Jason Meadors Jason Meadors Department Director Cell: 661 - 717 -4631 Cell: 661 - 717 -4631 Don Richardson Don Richardson Department Superintendent Cell: 661 - 978 -6796 Cell: 661 - 978 -6796 Radio: 116 *17633"4 Radio:116*17633 *4 Agricultural Water Doug Perry Doug Perry Operations Supervisor II Cell: 661 - 978 -6794 Cell: 661 - 978 -6794 Radio: 116 *17633 *33 Radio: 116 *17633 *33 Agricultural Water Ray Whitmore Ray Whitmore Operations Supervisor I Cell: 661 - 978 -8909 Cell: 661 - 978 -8909 Radio: 116 *17633 *9 Radio: 116 *17633 *9 Mike Vradenburg Mike Vradenburg Kern River Levee Inspector Cell: 661 - 343 -2405 Cell: 661 - 343 -2405 Radio: 116 *10973 *5 Radio: 116 *10973 *5 Jimmy Mullens Jimmy Mullens Maintenance Craft Worker I Cell: 661 - 800 -7636 Cell: 661 - 800 -7636 Radio: 117 *160960 *28 Radio: 117 *160960 *28 Heather Williams Heather Williams Engineering Technician Work: 661 - 326 -3715 Work: 661 - 326 -3715 Radio: * Radio: *Note: Staff without radios will be assigned radios and numbers during a flood situation, if needed. SECTION 4 - DUTIES AND RESPONSIBILITIES Title Duties and Responsibilities Department Manager Oversees field operations and patrol of facilities. Coordinates with Department Director and Superintendent involving all flood fighting activities. Department Director Oversees flood fighting activities. Coordinates with Department Manager and Superintendent involving all flood fighting activities, maintenance and operations of water facilities. Department Superintendent Responsible for the coordination and supervision of Operations and Maintenance Supervisors. Agricultural Water Operations Supervisor II Responsible for the coordination and supervision of Operations Crews. Agricultural Water Operations Supervisor I Responsible for the coordination and supervision of Maintenance Crews. Kern River Levee Inspector In coordination with Operations and Maintenance Supervisors prioritizes and reports on Levee and Water Facility conditions. Maintenance Craft Worker I In coordination with Operations and Maintenance Supervisors works with Field Crews in the operation, maintenance and repairs of Water Facilities. Heavy Equipment Operator In coordination with Operations and Maintenance Supervisors works with Heavy Equipment in the maintenance and repairs of Water Facilities. Light Equipment Operator In coordination with Operations and Maintenance Supervisors works with Equipment in the maintenance and repairs of Water Facilities. Field Crews In coordination with Operations and Maintenance Supervisors conduct work in the operation, maintenance and repairs of Water Facilities. AKF9cP i-- m U O ORIGINAL SECTION 5 - SUMMARY OF STORM PATROL ASSIGNMENTS Storm Patrol No. Description and Personnel FEMA LEVEE I.D. 200 1 A.M. Doug Perry — Supervisor II P.M. Ray Whitmore — Supervisor I FEMA LEVEE I.D. 201 2 A.M. Doug Perry — Supervisor II P.M. Ray Whitmore — Supervisor I FEMA LEVEE I.D. 8 3 A.M. Doug Perry — Supervisor 11 P.M. Ray Whitmore — Supervisor I FEMA LEVEE I.D. 9 4 A.M. Doug Perry — Supervisor II P.M. Ray Whitmore — Supervisor I FEMA LEVEE I.D. 10 5 A.M. Doug Perry — Supervisor II P.M. Ray Whitmore — Supervisor I FEMA LEVEE I.D. 100 & 99 6 A.M. Mike Vradenburg — Craftworker I P.M. Jason Solf - HEO FEMA LEVEE I.D. 13 & 14 7 A.M. Mike Vradenburg — Craftworker I P.M. Jason Solf - HEO FEMA LEVEE I.D. 15 8 A.M. Mike Vradenburg — Craftworker I P.M. Jason Solf - HEO FEMA LEVEE I.D. 18 9 A.M. Mike Vradenburg — Craftworker I P.M. Jason Solf - HEO BELLEVUE WEIR AND ADJACENT HEAD WORKS 10 A.M. Mike Vradenburg — Craftworker I P.M. Jason Solf - HEO Environmental Patrol: Don Richardson Heather Williams Doug Perry — Supervisor II Mike Vradenburg — Craftworker I City of Bakersfield Task Manager Jason Meadors 717 -4631 Cell 326 -3715 Work Assistant City of Bakersfield Task Manager Don Richardson 978 -6796 Cell 326 -3715 Work Chester Ave. Team: -R- Ray Whitmore 978 -8909 Cell 326 -3715 Work Reggie Gutierrez 978 -9018 Cell 326 -3715 Work Jason Solf 978 -8905 Cell 326 -3715 Work Mohawk Street Team: -T- Doug Perry 978 -6794 Cell 326 -3715 Work Heather Williams 326 -3715 Work Mike Vradenburg 343 -2405 Cell 326 -3715 Work STORM PATROL BACKUP Ray Whitmore — Supervisor I Jimmy Mullens — Craftworker I NPDES SAMPLING TEAM County of Kern Task Manager Greg Fenton 862 -5061 Work Assistant County of Kern Task Manager Kevin Hamilton 862 -5071 Work 0 o�0AKF9.� m v o ORIGINAL NPDES SAMPLING BACKUP Doug Perry — Supervisor II Mike Vradenburg — Craftworker I Ray Whitmore — Supervisor I Jimmy Mullens — Craftworker I PHOTO DOCUMENTATION OF PROBLEM AREAS Don Richardson Doug Perry Matt Johnston Jason Solf Mike Vradenburg 10 Heather Williams SECTION 6 - STORM PATROL DETAILS STORM PATROL Levee Reach: FEMA Levee I.D. 200 — The extension of Renfro Road to S. Allen Road South Levee As -Built Mapping Sheet: 2 A.M. PATROL Don Richardson P.M. PATROL Ray Whitmore Doug Perry Jason Solf Major Facilities and Notes on Potential Problem Areas Station Major Facilities Notes 10 +00 to 63 +00 1 Earthen levee, gravel top. I Monitor levee integrity. 11 o``0AKF9� m r U O 'ORIGINAL STORM PATROL 2 Levee Reach: FEMA Levee I.D. 201 — S. Allen Road to Stockdale Highway South Levee As -Built Mapping Sheets: 2 & 3 A.M. PATROL Don Richardson Doug Perry P.M. PATROL Ray Whitmore Jason Solf Major Facilities and Notes on Potential Problem Areas Station Major Facilities Notes 63 +00 to 81 +34 S. Allen Road is Monitor levee integrity. the levee. 80 +50 Wilson Ditch Coordinate with Berrenda Mesa Water District and Box Culvert monitor structural integrity of culvert and S. Allen Road. Station Equation: Sta. 81+34. 10 Back = Sta. 10 +49.24 Ahead 13 +00 Wilson Ditch Coordinate with Berrenda Mesa Water District and Control Structure monitor integrity of structure. 10 +49 to 59 +96 Earthen levee, Monitor levee integrity. paved top. 12 STORM PATROL 3 Levee Reach: FEMA Levee I.D. 8 — Stockdale Highway to 3/4 miles east of Calloway Drive South Levee As -Built Mapping Sheet: 3 A.M. PATROL Don Richardson Doug Perry P.M. PATROL Ray Whitmore Jason Solf Major Facilities and Notes on Potential Problem Areas Station Major Facilities Notes 59 +96 to 150 +41 Earthen levee, Monitor levee integrity. paved top The Park at Monitor control structure for proper operation. No flows 64 +50 River Walk Lake from the Kern River shall travel back into lake. Outfall Coordinate with Storm Patrol 10 regarding operation and Bellevue River monitoring of the weir. If so directed from the 68 +00 Weir Department, remove the 330' soft plug to the south of the weir; coordinate with Department Maintenance and Operations. 98 +00 Pioneer Canal Monitor flap gates for proper operation. No flows from the Outfall to River Kern River shall travel back into the Kern River Canal. 13 o`` 6 A K1-9� F- m U r O ORIGINAL STORM PATROL 4 Levee Reach: FEMA Levee I.D. 9 — 3/4 miles east of Calloway Drive to Coffee Road South Levee As -Built Mapping Sheets: 3 & 4 A.M. PATROL Don Richardson Doug Perry P.M. PATROL Ray Whitmore Jason Solf Major Facilities and Notes on Potential Problem Areas Station Major Facilities Notes 150 +41 to 189 +00 Earthen levee, paved top Monitor levee integrity. 189 +00 to 201 +22 Coffee Road is the levee. Monitor levee integrity. 14 STORM PATROL 5 Levee Reach: FEMA Levee 1. D. 10 — Coffee Road to 3/4 miles east of Coffee Road South Levee As -Built Mapping Sheet: 4 A.M. PATROL Don Richardson Doug Perry P.M. PATROL Ray Whitmore Jason Solf Major Facilities and Notes on Potential Problem Areas Station Major Facilities Notes 201 +22 to 239 +71 Earthen levee adjacent to Monitor levee integrity. Truxtun Avenue, paved top Operate as directed by the Department and monitor weir integrity. If so directed from the 203 +00 Coffee Road Weir Department, remove the 150' soft plug to the north of the weir; coordinate with Department Maintenance and Operations. 204 +00 Kern River Canal Intake Monitor structure integrity and operate as directed by the Department. OAKF 15 0� 9sT F_ m � r U d ORIGINAL STORM PATROL 6 Levee Reach: FEMA Levee 1. D. 100 & 99 — 3/4 miles east of Coffee Road to Mohawk Street South Levee As -Built Mapping Sheet: 4 A.M. PATROL P.M. PATROL Mike Vradenburg Jason Solf Don Richardson Matt Johnston Major Facilities and Notes on Potential Problem Areas Station Major Facilities Notes 239 +71 to 284 +64 Earthen levee, paved top Monitor levee integrity. Truxtun Lake Located between the east and west Truxtun Lakes, 241 +50 Overflow Facility 1 monitor flap gate for proper operation. Water shall not flow from the west lake to the east lake. Truxtun Lake Overflow Facility 2 — Between the Truxtun Lake West Truxtun Lake and the Kern River. Routes Overflow Facility 2 overflow water from exterior West Truxtun Lake to the Kern River. Two 54" board bays. Closure Structure. 16 STORM PATROL 7 Levee Reach: FEMA Levee I.D. 13 & 14 — Mohawk Street to BNSF Railroad South Levee As -Built Mapping Sheets: 4 & 5 A.M. PATROL P.M. PATROL Mike Vradenburg Jason Solf Don Richardson Matt Johnston Major Facilities and Notes on Potential Problem Areas Station Major Facilities Notes 284 +64 to 322 +50 Earthen levee, paved top Monitor levee integrity. 17 o``gAKF9� r- m v o ORIGINAL STORM PATROL 8 Levee Reach: FEMA Levee I.D. 15 — BNSF Railroad to Freeway 99 South Levee As -Built Mapping Sheets: 5 A.M. PATROL P.M. PATROL Mike Vradenburg Jason Solf Don Richardson Matt Johnston Major Facilities and Notes on Potential Problem Areas Station Major Facilities Notes 322 +50 to 366 +16 Earthen levee, paved top Monitor levee integrity. Truxtun Avenue Underpass at Monitor flows out of facility 325 +50 BNSF Railroad Storm Water into the river, check for flows Lift Station in reverse. 18 STORM PATROL 9 Levee Reach: FEMA Levee I.D. 18 — Freeway 99 to 24th Street South Levee As -Built Mapping Sheets: 5 A.M. PATROL P.M. PATROL Mike Vradenburg Jason Solf Don Richardson Matt Johnston Major Facilities and Notes on Potential Problem Areas Station Major Facilities Notes 366 +16 to 384 +37 Earthen levee, paved top Monitor levee integrity. 21st Street Storm Water Lift Monitor flows out of facility 370 +00 Station into the river, check for flows in reverse. gAKF 19 0`` 9s�, � r U O ''?RIGINAL STORM PATROL 10 Location: Bellevue Weir and Adjacent Head Works South Levee As -Built Mapping Sheet: 4 A.M. PATROL P.M. PATROL Mike Vradenburg Jason Solf Don Richardson Matt Johnston Major Facilities and Notes on Potential Problem Areas Location Major Facilities Notes Operate as directed by the Department and monitor weir integrity. Coordinate with Bellevue Weir Storm Patrol 3. If so directed from the Department, remove the 330' soft plug to the south of the weir; coordinate with Depart ent Maintenance and Operations. Bellevue Weir and Pioneer Canal Head Works Operate as directed by the Department and monitor weir integrity. adjacent head works to the north Aera Pond Turnout Operate as directed by the Department and monitor weir integrity. Berrenda Mesa Recharge Pond Intake Structure and Coordinate with Berrenda Mesa Water 72" Pipeline to Wilson Ditch District and monitor integrity of structures. Rosedale -Rio Bravo Water Coordinate with Rosedale -Rio Bravo Water Storage District Head Works Storage District and monitor integrity of structure. 20 SECTION 7 — SUMMARY OF MAINTENANCE PATROLS Title Name Cell # Radio # Water Resources Director Jason Meadors 661- 717 -4631 117 *160960 *28 Water Resources Superintendent Don Richardson 661 - 978 -6796 116 *17633 *4 FIELD Personnel Radio # Manual Perez 116 *17633 *18 Matt Johnston 116 *17633 *8 Jimmy Mullens 117 *160960 *28 Charlie Wilson 116 *17633 *14 Frank Lozano 116 *17633 *17 Maintenance 116 *17633 *12 Maintenance 2 116 *17633 *15 Reggie Gutierrez 116 *17633 *16 ROVING MAINTENANCE PATROLS Title Personnel Cell # Radio # 661-978 - Supervisor Doug Perry 6794 116 *17633 *33 661-978 - Supervisor Ray Whitmore 8909 116 *17633 *9 661-343- Facility Inspector Mike Vradenbur 2405 116 *10973 *5 661-978- Roving Personnel Jason Solf 8905 116 *17633 *7 21 o``gAKF9� r v O ORIGINAL MAINTENANCE PATROLS Levee Section / Patrol Area Personnel Cell # Radio # FEMA Levee I.D. 200 The extension of Renfro Ray 978 -8909 116*17633*9 Road to S. Allen Road Whitmore FEMA Levee I.D. 201 S. Allen Road to Stockdale Ray Whitmore 978 -8909 116*17633 *9 Highway FEMA Levee I.D. 8 Stockdale Highway to 0.73 Ray 978 -8909 116 *17633 *9 miles east of Calloway Drive Whitmore FEMA Levee I.D. 9 0.73 miles east Calloway Ray Whitmore 978 -8909 116 *17633 *9 Drive to Coffee Road R FEMA Levee I.D. 10 Coffee Road to 0.73 miles Doug Perry 978 -6794 116 *17633 *33 east of Coffee Road FEMA Levee I.D. 100 0.73 miles east of Coffee Doug Perry 978 -6794 116 *17633 *33 & 99 Road to Mohawk Street FEMA Levee I.D. 13 Mohawk Street to BNSF Doug Perry 978 -6794 116 *17633 *33 & 14 Railroad FEMA Levee I.D. 15 BNSF Railroad to Freeway 99 Doug Perry 978 -6794 116 *17633 *33 FEMA Levee I.D. 18 Freeway 99 to 24th Street Doug Perry 978 -6794 116 *17633 *33 22 SECTION 8 - WATER RESOURCES DEPARTMENT CHAIN OF COMMAND CITY OF BAKERSFIELD WATER RESOURCES DEPARTMENT LEVEE MAINTENANCE AND EMERGENCY RESPONSE ORGANIZATIONAL CHART WATER RESOURCES MANAGER ARTCHIANELLO WATER RESOURCES DIRECTOR JASON MEADORS WATER RESOURCES SUPERINTENDENT DON RICHARDSON AGRICULTURAL WATER KERN RIVER LEVEE INSPECTOR OPERATIONS SUPERVISOR II DOUG PERRY AGRICULTURAL WATER MAINTENANCE SUPERVISOR I RAY WHITMORE I MAINTENANCE CRAFT WORKER I I JIMMY MULLENS LEVEE MAINTENANCE CREWS MIKE VRADENBURG LEVEE MAINTENANCE CREWS s � r v o ORIGINAL SECTION 9 - DEPARTMENT PHONE LIST SECTION 10 - FORMS AK, 9� r- U p ORIGINAL STORM PATROL OBSERVATIONS Observer: Date: Time Pictures Levee Reach or Facility: Location: Observation: Levee Reach or Facility: Location: Observation: Levee Reach or Facility: Location: Observation: Levee Reach or Facility: Location: Observation: 26 O a o�0AKF9 s� � m � r U O ORIGINAL N Y cc d O d � F C O :r t4 V O J r R m CD ° a N •C � L as •a m C1 m C ai IC m C J Q H > •E MML W E C J E C O I I c I c = s 'C Q C O O O �e Li L O O Oy= C 7 J •O L c a wL wL wL �+ a y m OL d G1 G> E z .+ > > > O ° L o�0AKF9 s� � m � r U O ORIGINAL SECTION 11 -MAINTENANCE MAPS SEE TOP RIGHT N c m m IN CITy j, CA q C5 g z SEE TOP RIGHT N c m m IN CITy j, CA q C5 40 L g INV L E m EA @ CITY OF BAKERSFIELD FEMA PAL PROGRAM SOUTH LEVEE AS-BUILT MAPPING 40 L • SE BOTTOM LEFT ME Meyer --s' S. 1a. -1- Pion 661 9. .1 ­9761 cn N 0 �w 0 F I I" Z -0 9 , 5 0 ............... .. z 1 z • SE BOTTOM LEFT ME Meyer --s' S. 1a. -1- Pion 661 9. .1 ­9761 BEGINNING OF LEVEE OL y CERTIFICATION - o�I.EVELIE+2 1 -( gwr.:. n ` cEnnEwAnor. - - I jEL Abase I 1 _R ;_ 3 n ` I7< I I IreiR tl.3ERa D 1. 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