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Agenda Packets - Sewer System - 2012-01-17 SEWER SYSTEM COMMITTEE AGENDA January 17, 2012, 10-30 ,m Costa Mega Sanitary i riot 628 W. 191h Street Costa Meese„ California STffiDI IG R I RT I. Mlonft:hly Spill Statistics'tNo sanitary sewer cverklows(SSOs)to report NEW DISCU'SS10N 1T� , lk 14 Ulp,date a. GIS Map frorri'lililEC—Oral Report b. OCSD yearly letter C. National Plant Services plugging and sealing manholes—Oral Report d. CMSD Inspector plugging and sealing manholes—Oral Report 11C Private SSO @ 690 Harniikon Street 41 review bacrcharge letter l CMSD I lumber's Saminair ..Sewer Lateral Assistance Prograin 4b Discuss upcoming seminars schedulers fe;nr January 18 and I''-ebruary 9,2012 ". Sanitary Sewer Syysten°5 Waste Discharge IRegUirernent(WDR)Triefanl l Revi*w a. Workshop 1124112 b. Pre-Inspection Questionnaire ll, Segerstr°om 14ome Ranth Development Area between 405,Fairview, South Coast Drive, Isla , Potential of 405 widening OCSD transfer of Fairview Sewer to CI ISD Transfer to in,g1 idte portion under freeway Consider approval in concept "I'll'. Countywide Area Spill, :ontrot(C;AS ) Up,dete Oral Report 0 CASC = Countywide Area Spill Containment Flood control channels,streams,etc. 0 May 2010 revised to all of Orange County V New version of MOUs forthcoming 0 CMSD may utilize Orange County's contactors(for environmental clean-up, for example) Vitt. Internatiorial Assoclati n of Plumbing)& Mechaniical Offlcials (IAPMO)Proposied l arwguagre a. Requires food to be disposed of in sewers—Oral Report b. OCSD position on disposal of food waste C:TIQ, IU M, Permanent BY-Pass Pumps vs. Perunaneint Cienerators Sewer System Committee January 17, 2012 Review staff report and make recommendation to the Board of Directors in purchase and install permanent by-pass pumps or generators at critical pump stations -M,SD P'ROJI�C S A. Project#101 'W,ast Sid=e Pumping) Station,Abandonment-Status Kickoff meeting for OCSD's consultant Dudek scheduled for 1111112. Consultant has placed flow meters in CMSD lines to confirm flows. B. Project# 129 (Bristol Street Sewer Phase li-Stratus 0 Construction scheduled to begin 1123112 C. Project tlV1 IlrOne Pumping Station Force Main -Status Begin soliciting bids on January 13, 2012. Bid opening date is scheduled for February 14, 2012 at 10:00 a.m. D. PrqgeckAA ts #ate %)'c e'Sew%T RetQnstru t,io n - P'iba t-StaAu Construction is scheduled for completion in mid January 2012. Rehabilitated 94 mainline segments. Project#19 Construction iol Sewer Atlas to GIS -Status Staff is receiving training on OIS AOas and CMMS work orders. Hydraulic modeling set to begin F P'rgject#190, Canyon Force Mauna Rehabilltation - Status District Staff and City Staff discussing traffic impact of project,which may dakermine type of sewer bypass operation G. Project#192 Systerri Fide Seer Reconstruction-Phuase 2-Stators a I'he design phase is 30% complete H. Project#193 Pumping Staiiov Seismic Study and Retrofit-.Status The design phase is 10%complete. Agreement with structural engineering consultant,Jerry Tucker&Assoc. is fully executed to prepare construction drawings for anchoring electrical cabinets 1. Project 01 4'7("rou toot Abatement Program 'Status Contract is fully executed. Pre-construction meeting will be scheduled in January with a start date soon after. PUBLIC COMMENTS XI1. This is the time to receive any cornments from members of the public. Next Meeting Date: February 14, 2012 Dated: January 9,20112 Clerk otthe District Item II. b. ORANGE COUNTY SANITATION DISTRICT boa•_ �N W �r Nra protect public health and the entAronment by providing effective vraetewater collection.treatment,and recycling. December 1, 2011 NE r ° Via Email: OCSD Primary City/Agency Contacts SUBJECT: Wet Weather Issues and OCSD Assistance Orange County Sanitation District (OCSD) needs to continue to minimize the potential for "clearwater" from entering the sanitary sewer system during rain events. We have worked with our member agencies in the past on this subject and want to thank you for your Serving collaboration and help and improvements made by many. Clearwater is any surface flow, Anaheim runoff, or drainage that does not contain hazardous substances or sewage, and reduces the Brea capacity of sanitary sewers to transport wastewater. Minimizing the excess runoff from entering the collection system is important to all of us in order to comply with the statewide Buena Park WDR Order for Sewers and its numerous requirements. Cypress Fourta,nValley Substantial problems including increased operations costs can occur downstream in 005D's regional collection system and treatment facilities. As a reminder, removing sanitary sewer Fullerton manhole covers to drain "clearwater" from flooded intersections or other areas is Garden Grove prohibited. While these inflow problems will not be solved overnight, by working as H,nr"rgonBeach partners, we can collaborate and leverage knowledge to minimize inflow and infiltration of Irvine "clearwater" into the sanitary sewer system. La Habra At Risk Areas La Palma Based on recent history in our area a number of factors are contributing to "clearwater' Los Alamitos inflow, including the following: Nevvport Beach 1. Sanitary sewer manhole covers located areas that flood or are in gutter or drainage Orange swales create inflow risks. A significant amount of storm water and even dry-weather Placentia urban runoff can enter the sewer system through the vent holes in the cover. This can Barra Ana occur in public as well as private areas such as gated communities and commercial complexes; Seal Beach 2. Uncapped cleanouts on private property sewer laterals, especially cleanouts below .5tancon the existing ground surface. These open cleanouts can cause large quantities of Tustin surface "clearwater"to enter the sewer system. 3. illegal connections from public or private rain gutters or yard surface drains to the Villa Park sanitary sewer. Yorha Linda Costa Mesa Some Solutions 15a&tar,l Distrrict OCSD is able to provide your city or agency with duct-seal putty to help seal the gap midway CV between the manhole cover and frame and rubber stoppers to plug open manhole cover SanitaryLhs[rrct vent holes. We have provided these to our member cities and agencies in the past at no frwne Ranch cost and are willing to do so again. Past participants in this program may want to prepare by wBr—.r District inspecting these at risk areas where you have duct-sealed or plugged in the past to check CwajtycfOrange their condition, especially in areas that require high frequency cleaning, While this is not a permanent solution to inflow, it can be an effective temporary solution. in at-risk areas standard type sewer manhole covers may need to be sealed better or even replaced with watertight type covers. 10944 Hlie A,ienua - Fountain valley.CA 92709-7018 - (714)962-2411 - %mv;.ocsd cam recya;Ved paper by sav,�� w 0 OCSD Primary City/Agency Contacts Page 2 of 2 December 1, 2011 (Below is on example of a seated and plugged manhale cover) Uncapped cleanouts are usually discovered by field inspection. Smoke testing can be used by city or agency staff or contractors to identify these areas. Solutions include capping them with water-tight, screw-type covers. Local education programs to residents are also helpful and should be an element in your Sewer System Management Plan as indicated. Information on Prohibitions and Regulations OCSD Ordinance No. OCSD-39, Section 203, specifically prohibits the discharge of ground water, surface runoff or subsurface drainage directly or indirectly into OCSD`s sewerage facilities unless the discharger has obtained a Dry Weather Urban Runoff Permit or Special Purpose Discharge Permit. Such practices also violate the statewide Waste Discharge Requirements (WDR) Order 2006-0003-DWQ that applies to all cities and agencies enrolled in the statewide WDR program. Moving Forward If your city or sewering agency is interested in participating in the manhole plugging/sealing program, please contact William Cassidy of the Collection Facilities 0&M division at 714-593-7641 (� ,a yi fl„ (Y��ni Q,qj. Mark A. Esquer, P.E., Manager NickArhontes, P.E., Director Collection Facilities 0&M Facilities Support Services Department MAE:NJA:pe H:\dept\fss\Clericaf\Wet Weather Correspondence cc: Jim Ruth,General Manager,oCSD Jim Herberg,P.E.—0C5D Director of Engineering/Planning/Regulatory Compliance item t,a A' �i V r0 4� y y its o December 6, 2011 Ms. Beth Hicks Pacific City Apartments 10221 Slater Avenue, #107 Fountain Valley, CA 92708 RE: 690 Hamilton Street, Costa Mesa Private Sanitary Sewer Overflow 1212111 Dear Beth: Thank you for the conversation on 1215111 regarding the sanitary sewer overflow (SSO) occurring on 1212111 at 690 Hamilton Street, Costa Mesa. The sewer overflow occurred due to a blockage in the private sewer lateral serving the apartment complex and resulted in a release of wastewater onto the lawn and into the street where it flowed into a storm drain catch basin and towards the Pacific Ocean. Sanitary Sewer Overflows (SSOs) are a violation of both the United States Environmental Protection Agency's (EPA) Clean Water Act and the State of California Waste Discharge Requirements Order No. 2006-0003, and the SSO subjects the apartment owner to possible fines. Additiionally, sewer spills cause beach closures that prevent water sports and swimming for both residents and vistors and negatively impacts tourism. In accordance with District Operations Code Section 6.02.060, the District may recover the cost of emergency response in responding to a sewer spill. District forces responded to the spill, arranged with CSR Drains (a local plumber) to clear your sewer lateral, the District blocked the entrance to the storm drain, vacuumed up the watewater, washed the street, vacuumed up the wash water, and protected the public from the dangers of coming into contact with untreated wastewater. In that regard, enclosed please find an invoice for $561.78 for the District's activities. Please pay this invoice immediately, and you are also responsible for paying the CSR Drains invoice for their services. In accordance with District Operations Code Section 6.03.020(d), because this property sustained a sewer spill, you are required to perform a television inspection (CCTV) of the interior to the sewer lateral and repair any deficiencies. A copy of the initial video must be furnsihed to the District for review. our d%IMMIJ?Ucy s hw&`uh.,;h arpefthx a"rrvt?Ivrvno'a �y PM)(i1,f1`N�g' aowH�� B:uewi'N�I��'�a��'��"''t��.d"�" tl,�w� �"�➢I�7�p�V"P�C'if°F�w Fortunately, the District has a Residential Sewer Lateral Financial Assistance Program that will fund 50% of the root removal and other related costs up to the District paying $1,800. Please read the enclosed program materials, submit your application, and have the roots removed or other problem rectified by January 25, 2012. The District's contact for the sewer lateral assistance program is: Steve Cano Maintenance Supervisor (909) 910-5998 (cell) With respect to maintenance of the private sewer to prevent future occurrences, it is recommended your sewer lateral be cleaned at least once per year and that a camera inspection of the pipeline interior be performed to identify root intrusions, grease buildup, sags, and other locations requiring frequent cleaning. Please pay strict attention to the recommended maintenance measures suggested above as repeat violators are looked upon harshly by the above mentioned regulartory agencies. Please also remember the Costa Mesa Sanitary District is a resource of sewer system professionals willing to assist you in your sewer system management. The District also has an array of education/outreach materials, copies of which are free, and which may assist in maintaining free flowing sewers in the complex. Thank you for your attention to this matter. Please call me at (714) 293-2727 if you have any questions or comments. Sincerely . Robin B. Hamers District Engineer Encl. cc: Staff Sewer System Committee C&R Drains ;i aqK " CTP, tl..0 690 Hamilton SSO 12/2/11 CMSD Emergency Response Costs A B C D E F 1 Name Position (Hourly Rate Hours Sub-Total ;Total 2 3 Tim Henson Maintenance Worker 42.241 1.751 73.92 4 Steve Cano Maintenance Supervisor 71.60 1.50'' 107.40 5 Joel Ortiz Maintenance Worker 42,24; 1.25: 52.801. 6 Juan Sanches_ Maintenance Worker 37.381 1.25' 46.73 7 Vactor 46.61 1.25' 58.26 8 Service Truck 44.11' 1.75 77.19 9 Pickup 41.26 1.75 72.211 10 i..... 11 Administration 0.15! 73.28 12 Total 561.78 11 At RESIDENTIAL SEWER LATERAL AND CLEAN OUT FINANCIAL ASSISTANCE PROGRAM Purpose: To assist and encourage residents to regularly clean and maintain their sewer lateral. Homeowners are responsible for the entire sewer lateral from the building to the point of connection (including the connection) with the District main line. Why: To prevent sewer backups and spills. Sewer spills cause very expensive damage to the interior of a house and the environment, particularly the beaches. What causes sewer spills: Laterals that are not regularly maintained become inoperable because tree roots enter the line and block the flow or misalign the pipe joints. Without regular maintenance, the damage becomes severe and excavation of the lateral is necessary. Regular maintenance will also remove other blockages including debris, rocks and grease. Contribution by the CMSD: The CMSD will contribute 50% of the resident's costs up to a maximum of $1,800 total per residential parcel as follows: • Up to 50% of televising the lateral interior • Up to 50% of cleaning the lateral • Up to 50% of the cost of installing a clean out • Up to 50% of lateral reconstruction costs Effective Date of Program: Residents of the District performing work after July 15, 2007 are eligible for the program. The program is only available for residential property, not for commercial or industrial property. How do I apply: Contact the Sanitary District at (949) 645-8400 X233 Program Limitations: Residents may only apply for participation in the program once every five years. The District Manager has discretion over all decisions. Residents must cooperate by adhering to the Program Requirements shown on the Application. Rev. 10/14/2010 APPLICATION RESIDENTIAL SEWER LATERAL AND CLEANOUT FINANCIAL ASSISTANCE PROGRAM Property Address City Zip Code Owner's First & Last Name Owner's Phone Number Owner's Address If Different from Property Address (Check mailed to this address) Occupant's Name Occupant's Phone number Description of Sewer Lateral Problem (if known) 1. Receiving financial assistance REQUIRES PRIOR APPROVAL OF THE WORK by the District. A "before" video of the sewer lateral interior must be submitted PRIOR to the District granting approval of the work and an "after" video is required prior to reimbursement. ALL REPAIR work requires a PERMIT(NO COST if resident is eligible for the Sewer Lateral Assistance Program). Rev. 10/14/2010 APPLICATION (CONTINUED) 2. Video of the sewer lateral interior MUST have the date shown on the screen and a footage counter. The video must include the entire lateral line (house to main in the middle of the street). The camera must be moved through the line at a uniform rate but in no case at a speed greater than 30 feet per minute. The camera should be stopped for a minimum of 5 seconds at broken sections, root intrusion, misaligned joints or other defects. The District reserves the right to request a re-video of any video not sufficiently clear enough to determine need for lateral repair. 3. Cleanouts shall be installed just inside the private property line at the right-of- way, unless another location is approved by the District. 4. Inspection of the work by the District is required. Call (949) 645-8400 at least two (2) hours in advance to schedule inspections. Work must be completed within six months. 5. If it is determined from television inspection that the homeowner's lateral line is defective, it is recommended the owner solicit bids from at least three licensed plumbing contractors to ensure a fair competitive bid (C-42 or A for work in public right of way or C-36 for work on private property). 6. District Staff will review lateral inspection tapes within five (5) working days of receipt. Videos will be held at the District office for fifteen (15) days after reimbursement for pick up by property owner, Tapes not claimed will be destroyed. As the owner of the above listed property, I agree to indemnify, defend and hold the Costa Mesa Sanitary District and its officers employees and agents harmless from any and all claims or liability arising out of the, work performed and actions taken in connection with the Sewer Lateral Repair Program. Property Owner Signature Date VHS/DVD Pick Up by (First & Last Name) Signature & Date Rev. 10/14/2010 BEFORE BEGINNING WORK MIN """ 1. Property owner calls a plumber for closed circuit television (CCTV Must have date and footage counter shown on the video screen. ",% Narration(of address,date,company)is required. 00, Must include the entire lateral line(house to CMSD main line in the middle of the street). • Camera must be moved through the line at a uniform speed less than 30 feet per minute to enable independent review and evaluation. ■ THERE ARE NO EMERGENCY REPAIRS-Snake a hole for drainage and CCTV for review. 2. Property owner submits application & CCTV(VHSIDVD) ■ Submit a completed application&a"before"video of sewer lateral to CMSD. ■ Videos older than three months are not acceptable. Work must be completed within six months from application date. . .. 3. Costa Mesa Sanitary District Staff reviews video ', �r El ■ District Staff reviews videos&contacts property owner/manager to discuss. 4. Contractor obtains permit from the District before beginning repairs I El ■ Permits are free under the Sewer Lateral Assistance Program. BEFORE COMPLETING WORK 5. Contractor calls the District for inspection ■ Calls 949-645-8400 for inspection. AFTER WORK IS COMPLETED 6. Property owner submits an after video & receipts to the District ■ Property owner obtains an"after"video from contractor and submits to the District. ■ Property owner submits copy of paid-in-full invoices for work contractor performed. aiD ■ The District reimburses 50%of cost,up to$1800 to property owner/manager covering all four categories. 7 Property owner picks up "before"& "after"video from the District ■ Videos not claimed after 15 days of reimbursement will be destroyed. Rev. 10/14/2010 11 1 , �A ��, � .� c � w � � ' iii�� i/�/l�/lr//� � t• {r` ra..:� �' +� ��s� i%��✓�/,/fir�/�r s�� — �� INK I �+;-�"s v a4 �y. 9',.� � ,�-ti.�� 7 , �•.�, ,Pp, v'� r,y� r �"�' _ � o �� ` ��`✓ � Vii. � �''rt�,�� ',� �_ � � 1s- �" '"�- ""�•l 4 Y �, �r -i y r - � ,. �i ,u.. �� *Y ..Y^��,,�� ., � � r;` � ✓}�� "� rla� � � r ��la'Nry �R, °i�W m. - y it fl,",0 oy -!w } So .'; ;Noy 4 st d act d r v..• r x uYdy a r� �W ✓�' �•1 A "br h , M j W ep it Ir,A "tlw og, r, .� y' � ` �c * i �Yi4��„� �,✓ "`'r��M�lyo��..�r�r'”"rt� +v^ �� ti.�� •' �" � � �� .,i�� e,� A "� r ,�� r C � XA u 1 � fir i AY �.. �1 P ' 9� { a r �i i Y r � i 1 m f nnil �iJ fy�r fl�l r 1, y I r ' ai N / m r � 1 fly y / � I r I AnItem IV. invitation To Plumbers Please join our District Engineer for a complete and detailed overview of the Costa Mesa Sanitary District's Residential Sewer Lateral Financial Assistance Program. Our program was developed to assist and encourage residents to regularly clean and maintain their sewer lateral. 1"l l°°l ,r: Sewer Lateral and Cleanout Financial Assistance Program Refresher Seminar for Previous Attendees and Program Seminar for New Plumbers TIT °I °w January 18, 2012, 9:30 a.m. and February 9, 2012, 9:30 a.m. ' 'HEIZ E: Costa Mesa Sanitary District, 628 W. 196 Street, Costa Mesa, California • Explanation of program and its history Application process, homeowners' responsibilities, contractor's responsibilities What is included/excluded from program Licensing requirements of CMSD and City of Costa Mesa for work on private property and public right-of-way • Jurisdiction of on-site sewers; District, City, CPC • California State License Board (CSLB) bulletin Two-way clean out specifications • Contractors' comments will be welcomed! Program documents may be found at: http://cmsdca.gov/sewer-lateral-assistance-program-(slap).htnil Space "is RSN' to Mlattendees will Naimah Schwalhe lb,e phiced oux, NSchwalbe @crosdca.gov CM�,w��,�� (949) 645-8400 x221 Parking available at Costa Mesa Senior VIII t11'"" I 't�'�I� Center- 695 W. 19th Street. Plumbers Agenda Sewer Lateral Fn-iancial ,A,,ss,],lstan,ce ."Pl"("')9l�llatilI OP is "Innarl"or Previl otts Attendees Refresilt"111, ,, en Prop,,,d' Vin, New Plunillbers January 18, 2012, 9:30 a.m. February 9, 2012, 9:30 a.m. Costa Mesa Sanitary District 628 W. 19th Street Costa Mesa, California (949) 645-8400 Rob Hamers, District Engineer, Facilitator • District Contacts: Steve Cano, Sewer Maintenance Supervisor.. Phone (9419) 548-7508 Joe Limon, Senior inspector, Phone (714) 290-6831 • Explanation of program and history • Handouts • How to comply • New development excluded • 5-year rule • Program documents may be found at: http://cmsdca.gov/sewer-lateral-assistance-program-(slap).html • Licensing requirements of CMSD and City of Costa Mesa for work on private property and in public right-of-way • Jurisdiction of on-site sewers; District, City, CPC • California State License Board (CSLB) bulletin • Two way clean out • Attendees will be placed on CIVISD plumbers list • Contractor comments welcome Item V.a. p ' � x <~�q� W'Itea' Boards State Water �escwjrces �(.')ard NOTICE OF PUBLIC WORKSHOP The State Water Resources Control Board will conduct amxorkahmp concerning THE REVIEW AND UPDATE OF THE SANITARY SEWER SYSTEMS WASTE DISCHARGE REQUIREMENTS AND ACCOMPANYING MONITORING AN6 REP6 11ING PRO�R' AM The Public Workshop will commence oo Tuesday, January 24, 2012at9:0Um.no' Coastal Hearing Room —Second Floor Joe Sernm. Jr. Cal/EPA Headquarters Building 1001 "1" Street, Sacramento, CA 95814 NOTICE IS HEREBY GIVEN THAT the State Water Resources Control Board (State Water Board)staff will hold a public workshop on Tuesday, January 24, 2012, concerning the revisions to the Sanitary Sewer System Waste Discharge Requirements (SSS WDRs) proposed by staff as part ofthe SGSVVDRs � A quorum uf State Water Board members may be preoent, but no action will be taken at the workshop. /#the workshop, State Water Board Staff will present the proposed revisions tu the GSSVVDRo. comments received on the significant issues raised with these revisions, a summary of responses to comments on significant issues raised, and alternatives developed by staff for revising the SS8VVDRsto address some of the comments. BACKGROUND State Water F<eonuroeo Control Board (State Water Board) staff prepared draft revisions to the SSSVVDF7a bmsed, in port, on information received during SSSVV[}Ro review and update outreach activities. The revised SSSVV[}Ra were circulated for public comment on March 24. 2011. The public comment period ended on May 13. 2011. A total uf176comment letters were received containing approximately 2,500 comments on the proposed revisions to the SSSVVDRo. INFORMATION REGARDING THE WORKSHOP Questions concerning this notice may bn directed to Russell Norman at ACCESSIBILITY, PARKING, AND SECURITY The Joe Serna Jr./Cat-EPA Building is accessible to people with disabilities. Individuals who require special accommodations in the building are requested to contact Tanya Cole, Office of Employee Assistance, at (916) 341-5880. Persons with hearing or speech impairments can contact us by using the California Relay Service Telecommunications Device for the Deaf(TDD). TDD is reachable only from phones equipped with a TDD Device. HEARING IMPAIRED REPLAY SERVICE: TDD to voice 1-(800)-735-2929; voice to TDD 1-(800)-735-2922. A parking garage is located across from the Joe Serna Jr./Cal-EPA Building with entrances on 10th and 11th Streets between "I" and "J" Streets. Metered parking spaces are also available in the vicinity of the building. For a map, refer to this website: ..I Ev6n ., � y All visitors to the Joe Serna Jr./Cal-EPA Building are required to sign in and receive a badge at the Visitor Services Center located inside the main entrance (10th and I Streets entrance). Valid picture identification may be required due to the security level. Please allow up to 15 minutes to receive clearance before proceeding to the Coastal Hearing Room on the second floor. Y December 21. 2011 Date Jeanine Townsend Clerk to the Board 2 Item V. b. ter B Sewer Collection System PRE-INSPECTION QUESTIONNAI C A L I F O P P n i State Water Resources Control Board Version 1.0 i PART 1 - DESCRIPTION......................................................................................................... 3 PART 2 -- INSTRUCTIONS ...................................................................................................... 3 PART 3 - REQUIRED BASIC INFORMATION ........................................................................... 3 PART 4 - REQUIRED DETAILED INFORMATION ..................................................... 1 DOCUMENTATION..................................................................................... ...6 ................................................................... 2 ORGANIZATION ...............................................................................................................................................................7 LocalGoverning Board Information............................................................................................. ..............................7 Sewer System Management Plan Information.....................................................................................................................7 3 SEWER SYSTEM ASSETS.................................................................................................................. .....7 GeneralSystem Information.................................................................................................................................................7 AssetMapping.................................................................................................. —..........._ .......... ...7 Sewer Service Laterals[SSSWDR,D.8,D.13(iv)] ...................................................................................................................8 PumpingFacility Assets.........................................................................................................................................................8 ForceMain Sewer Assets......................................................................................................................................................9 4 FINANCIAL INFORMATION..................................I...I......................................... ........................I.....................................9 Funding Sources and Revenues[SSSWDR,D.91....................................................................................................................9 Operations, Maintenance and Capital Funds and Expenditures[SSSWDR,Sects_D.91........................................................9 S LOCAL SEWER USE ORDINANCE[SSSWDR,D.13(HI)and/or D.13(vii)] ..............................................................................9 6 CAPITAL IMPROVEMENT PLAN ......................................................................................................................................10 7 OPERATIONS AND MAINTENANCE PROGRAM.................................I................................................ 11 Computerized Maintenance Management System (CMMS)..............................................................................................11 Inspections, Operations and Management Activities.........................................................................................................11 Fats,Oils and Grease [SSSWDR, D.13(iv)and D.13(viii)].....................................................................................................12 SewerContract Services.....................................................................................................................................................13 8 SSO EMERGENCY RESPONSE PROGRAM [SSSWDR,D.13(vi)].......................................................................................... 13 9 SSO REDUCTION PERFORMANCE AND MONITORING PROGRAM [SSSWDR,D.13(ix)]....................................................13 10 COLLECTIONS STAFFING AND TRAINING......................................................................... .......13 11 MAJOR EQUIPMENT INVENTORY[SSSWDR,D.4, D.7,D.8, D.13(iv)]...............................................................................14 12 EXTERNAL COMMUNICATIONS PROGRAM....................................................................................................................14 13 NOTIFICATION,REPORTING AND RECORD KEEPING....................................................................................................... 14 14 SSO PREVENTION AND MITIGATION.............................................................................................................................. 15 15 DECLARATION................................................................................................................................................................16 PART 1 DESCRIPTION This Sewer Collection System Pre-inspection Questionnaire (Questionnaire)includes mandatory questions specific to the requirements in the Sanitary Sewer System Waste Discharge Requirements Water Quality Order No.2006-0003-DWQ(hereafter SSSWDR),and its accompanying Amended Monitoring Plan Order No.2008-0002-EXEC(hereafter Amended MRP). All of the questions in this Questionnaire must be answered by the Enrollee(one Questionnaire for each collection system only)to demonstrate how the agency is complying with the SSSWDR and the Amended MRP. All responses provided in the Questionnaire along with the documentation required to be submitted by each Enrollee (see Part 4,Section 1)will be used by the Water Boards to prioritize inspection and enforcement activities statewide for the SSSWDR. PART INSTRUCTIONS 1. Complete all questions in the Questionnaire. 2. Save onto a CD the completed Pre-Inspection Questionnaire(in MS Word),and the other documentation required for your collection system(see Part 4,Section 1). Print the last page of this Questionnaire and sign it in ink. Submit the CD and the original completed last page to: State Water Resources Control Board Office of Enforcement,Special Investigations Unit 10011 Street,16`h Floor,Sacramento,CA 95814 PART • • ' 1 • Collection System Waste Discharge ID number(WDID): Collection System Name: 1)Type of Sanitary Sewer System (select ONE of the following: Municipal, Park,School, Military, Hospital, Prison,Airport, Port, Other) 2)What is the population served by your agency's sanitary sewer system? 3)What Is this fiscal year's budget for operation and maintenance sanitary sewer system facilities? 4)What is this fiscal year's budget for capital expenditures for sanitary sewer system facilities? For questions 5—8,please identify the total number of employees(technical and mechanical)for your agency's sanitary sewer system (including pump station operations)working within the different classifications listed below. 5) Entry Level(Less than 2 years experience) Number of agency employees? 6)Journey Level(Greater than or equal to 2 years experience) Number of agency employees? 7)Supervisory Level Number of agency employees? 8)Managerial Level Number of agency employees? PRE-INSPECTION QUESTIONNAIRE(Version 1.0) [Agency Name w/CIWQS Waste Discharge IDtt XSSOXXXXX)] Page 3 of 16 For questions 9— 12,please identify the total number of employees who hold CWEA Certification for Collection System Maintenance for your agency's sanitary sewer system(including pump station operations)for the various Certificates and Grades levels listed below. 9)Grade I Number of certified (Grade I Collection System Maintenance)agency employees: Number of certified(Grade I Plant Maintenance Technologist)agency employees: 10)Grade II Number of certified (Grade If Collection System Maintenance)agency employees: Number of certified (Grade II Electrical/Instrumentation Technologist)agency employees: Number of certified(Grade II Mechanical Technologist) agency employees: 11) Grade III Number of certified(Grade[If Collection System Maintenance)agency employees: Number of certified(Grade III Electrical/Instrumentation Technologist)agency employees: Number of certified (Grade III Mechanical Technologist)agency employees: 12)Grade IV Number of certified (Grade IV Collection System Maintenance)agency employees: Number of certified (Grade IV Electrical/Instrumentation Technologist)agency employees: Number of certified (Grade IV Mechanical Technologist)agency employees: 13)Estimated Size Distribution of Assets Diameter of sewer pipe Gravity Sewers(miles) Force Mains(miles) 6 inches or less [#or ENTER ZERO] f#or ENTER ZERO] 8 inches [#or ENTER ZERO] [#or ENTER ZERO] 9-18 inches [#or ENTER ZERO] [#or ENTER ZERO] 19-36 inches [#or ENTER ZERO] [#or ENTER ZERO] >36 inches [#or ENTER ZERO] [#or ENTER ZERO] Unknown Diameter [#or ENTER ZERO] [#or ENTER ZERO] Totals [#or ENTER ZERO] [#or ENTER ZERO] PRE-INSPECTION QUESTIONNAIRE(Version 1.0) [Agency Name w/CIWQS Waste Discharge IDtf XSSOXXXXX)] Page 4 of 16 14)For which portion of sewer service laterals is your agency responsible?J Upper and Lower (If the answer of question 14 is None,skip question 15.) 15)Estimated total miles of sewer service laterals(upper and lower)for which your agency is responsible? 16)Number of sewer service lateral connections? 17)Estimated total miles of easements within your sanitary sewer system? 18)What Is your total easement sewer system cleaning production in mileslyear? 19)What is your total gravity sewer system cleaning production In mileslyear? 20) Does your agency own any separately enrolled collection systems?[YIN] 21)If yes to question 20,which collection system(s)does your agency own? Collection System name(s): Collection System WDID(s): 22)Which wastewater treatment plant(s)(WWTPs)ultimately receive wastewater from this collection system? Receiving Treatment Plant name(s): Receiving Treatment Plant WDID(s): 23)For question 22,does your agency own this/these WWTP(s)? [YIN] 24) Does this collection system discharge Into any other collection system(s)]?[YIN] 25)if yes to question 25,which collection system(s)receive wastewater from this collection system? Receiving Collection System name(s): Receiving Collection System WDID(s): 26)Do any upstream collection systems greater than 25,000 gallons/day(gpd) discharge into this collection system? [Y/N] 27) If yes to question 27,which collection system(s)discharge into this collection system? Upstream Collection System name(s): Upstream Collection System WDID(s): 28)Estimated Collection System Flow Characteristics for this collection system: Average Daily Dry Weather Flow(MGD) Peak Daily Wet Weather Flow(MGD) [#or Unknown] [#or Unknown] Enter description here how info.is Enter description here how info.Is derived (based on EDUs measured,etc.) derived(based on EDUs measured,etc.) 29) How many feet of above ground gravity pipelines are there throughout the sewer collection system? 30)How many feet of above ground pressurized pipelines are located throughout the sewer collection system? 31)How many siphons are there throughout the sewer collection system? 32)Specify the percentage of piping and the number of pump stations constructed: (note-total percentage must equal 100%) PRE-INSPECTION QUESTIONNAIRE(Version 1.0) [Agency Name w/CIWQ,5 Waste Discharge ID#X55OXXXXX)] Page.S of 16 Age Source of Age Info. Gravity&Pressure Pump Stations' Pump Stations' Sewers(%) (records,estimated, 25k Gal/day&Over Under 25k Gal/day etc.) (number of stations) (number of stations) 2000-Present [%] [#or ENTER ZERO] (#or ENTER ZERO] 1980-1999 [%] [#or ENTER ZERO] [#or ENTER ZERO] 1960-1979 [#or ENTER ZERO] [#or ENTER ZERO] 1940- 1959 [%] [#or ENTER ZERO] [#or ENTER ZERO] 1920-1939 [#or ENTER ZERO] [#or ENTER ZERO] 1900-1919 [#or ENTER ZERO) [#or ENTER ZERO] Before 1900 [%] [#or ENTER ZERO] [#or ENTER ZERO] Unknown Age [%] [#or ENTER ZERO] [#or ENTER ZERO] Totals [%] [#or ENTER ZERO] [#or ENTER ZERO] 'For pump stations,flow categories are the maximum flow rate occurring over a 24-hr period based on annual operating data. Age is date asset was originally constructed. REQUIRED DETAILED INFORMATION 1 DOCUMENTATION Please mail an electronic copy(e.g,,CD)of the following documents to: State Water Resources Control Board Office of Enforcement,Special Investigations Unit 10011 Street,160 Floor,Sacramento,CA 95814 1.1 Sewer System Management Plan ((SSMP) [Sanitary Sewer System General Waste Discharge Requirements (SSSWDR), Sect. D.13] and any documents referenced within the SSMP. Also include documentation showing approval of the SSMP byyour agency's local governing board (e.g., Board Resolution or other documentation). 1.2 SSMP Program Audit'[SSSWDR,Sect. D.13(x)],if not contained within your agency's SSMP PRE-INSPECTION QUESTIONNAIRE(Version 1.0) [Agency Name w/CIWQS Waste Discharge ID#XSSOXXXXX)] Page 6 of 16 1.3 Sewer System Area Map [SSSW DR, Sect. D.13(iv)], if not contained within your agency's SSMP 1.4 Local Sewer Use Ordinance [SSSWDR, Sects. D.13(iii) and D,13(vi)], if not contained within your agency's SSMP 1.5 Evidence of Agency's SSO Field Response Documentation [SSSW DR,Amended MRP, B.S],if not contained within your agency's SSMP 1.6 Rehabilitation and Replacement Plan[SSSW DR,Sect. D.13(iv)(c)], if not contained within your agency's SSMP 1.7 Capital Improvement Plan (CIP)Schedule for System Evaluation and Capacity Assurance Plan(SECAP) [SSSW D R,Sect. D.13(viii)],if not contained within your agency's SSMP 2 ORGANIZATION Local Governing Board Information 2.1 [SSSWDR,Sect. D.13(ii)): Is/are your agency's Legally Responsible Official(s) and Data Submitter(s)registration information up-to- date with the State Water Board? [Y/N] 2.2 [SSSWDR,Sect. D,13(ii)]: if your local governing board has an internet website,please specify the internet address here: 2.3 [SSSWDR,Sect. D.13(ii)]: Please list the names and titles of each of your agency's current governing board members: Sewer System Management Plan Information 2.4 [SSSWDR,Sect.E.]: Is your agency's SSMP available on your agency's website? [Y/N] 2.5 [SSSWDR,Sect. E.): If yes to question 2.5,please provide the internet address here: 3 SEWER SYSTEM ASSETS General System Information 3.1 [SSSWDR, Findings 2 & 3]: For Question#2,Part 1(above),please specify the basis for the population estimate(Off i6a)Census Data,estimated by agency,etc.)? 3.2 [SSSWDR, Sects. D.8, D.10]: What is the approximate size of the service area served by the sewer collection system for your agency,in square miles? [#or Unknown) 3.3 [SSSW D R, Sects. D.8, D.10]: Please describe the terrain within your agency's sewer service area (Mountainous, Hilly,Fiat, Valley,etc.)? 3.4 [SSSWDR, Sects. D.8, D.10]: Please specify what percentage of the collection system's flow comes from residential, commercial,industrial,and institutional sources. [%FOR EACH or Unknown] Asset Mapping 2 To satisfy SSSWDR,Sect.D.13(x),the SSMP Audit must occur at least every two years following the original approval date of the agency's SSMP by the local governing board. The SSMP Audit must measure the effectiveness and compliance of an Enrollee's SSMP. PRE-INSPECTION QUESTIONNAIRE(Version 1.0) [Agency Name w/CIWQS Waste Discharge ID#XSSOXXXXX)] Page 7 of 16 3.5 [SSSWDR, D.13(iv)]: Has your agency identified and mapped all the gravity sewer line segments,public access points(manholes, lamp holes,rod holes,etc.),pumping facilities, pressure pipes and valves,and stormwater-related facilities? [Y/N] 3.6 [SSSWDR, D.13(iv)): Does your agency currently have sewer system assets mapped in a Geographic Information System(GIS)? [Y/N] 3.7 [SSSWDR, D.13(iv)]: Does your agency currently have stormwater-related facilities mapped in GIS? [Y/N] 3.8 [SSSWDR, D.8 and D.10]: What is the estimated number of gravity sewer line pipe segments located throughout the collection system? [#f or Unknown] 3.9 [SSSWDR, D.13(iv)j: Does your agency have a formal review process in place to ensure that any mapping issues noted by field staff or others are addressed? [Y/N1 3.10 [SSSWDR, D.13(iv)]: Please indicate the total number of public access points(manholes, lamp holes,rod holes,etc.) located within your sewer collection system. [#or Unknown] Sewer Service Laterals [SSSWDR, D.8, D.13(iv)] 3.11 Has your agency ever historically owned or maintained any portion of sewer service laterals? [Y/N or Unknown] 3.12 Does your agency have a voluntary sewer service lateral incentive program in place? [Y/N} 3.13 How many incoming complaints did your agency receive for privately-owned sewer service lateral problems in the previous fiscal year? [#or Unknown] 3.14 How many service calls did your agency respond to in the field for privately-owned service lateral problems in the previous fiscal year? [#or Unknown] Pumping Facility Assets For questions 3.15-3.32 refer to your pump station assets in question#33, Part 1(above) 3.15 [SSSWDR, D.8, D.13(iv)]: Has your agency mapped each pump station's actual GPS coordinates? [Y/N] 3.16 [SSSWDR, D.8,D.13(iv)]: Has your agency conducted a risk assessment for each asset? [Y/N] 3.17 [SSSWDR, D.8 and D.10]: How many of these assets have redundant pipelines installed? [#] 3.18 [SSSWDR, D.8 and D.10]: How many have dedicated emergency stand-by power generators located onsite? [#] 3.19 [SSSWDR, D.8 and D.10]: Has your agency developed standard and emergency operating procedures for each asset in the event of a power and/or pumping failure? [Y/N] 3.20 [SSSWDR, D.8 and D.10]: Has your agency determined the lowest hydraulic overflow point(s)and calculated the longest possible holding time(s)for each asset? [Y/N) 3.21 [SSSWDR, D.6(ii')and(vi), D.8 and D.10]: Has your agency identified critical spare parts for each asset? [Y/N1 3.22 [SSSWDR, D.6(iii)and(vi),D.8 and D.10]: For question 3.21,does your agency maintain the spare parts identified for each asset? [Y/N1 3.23 [SSSWDR, D.8 and D.10]: How many facilities are located within 100 feet of a surface water,creek or drainage channel? [#] 3.24 [SSSWDR,D.8 and D.10]: How many are located within 20 feet of a storm drain inlet? [#] 3.25 [SSSWDR, D.8 and D.10]: How many pump stations are equipped with audible and/or visual alarms located in public view to expedite notification to your agency in the event of an 550? [#] 3.26 [SSSWDR,D_8 and D.10]: How many pump stations are equipped with an Auto Dialer Alarm System(s)for detecting pump failure and/or high wet well levels? [#} PRE-INSPECTION QUESTIONNAIRE(Vers+on 1.D) [Agency Name w/CIWQ5 Waste Discharge ID#XSSOXXXXX)] Page 8 of 16 3.27 [SSSWDR,D.8 and D.101: How many have a supervisory,control and data acquisition system(SCADA)installed and operational? [#] 3.28 [5SSWDR,D.8 and D.10]: For question 3.27, how many can be remotely operated? [#] 3.29 [SSSWDR,D.8 and D.10]: How many pump stations are display emergency notification signage,including agency contact information,in public view to expedite notification to your agency in the event of an SSO? [#] 3.30 [SSSWDR, D.8 and D.10]: Does your agency implement vandalism control efforts to discourage unauthorized access and/or vandalism to these assets? [#] 3.31 [SSSWDR,D.8 and D.10]: How many pump stations have built-in pumping bypass capability for emergency use? [#] 3.32 [SSSWDR,D.8 and D.101: How many have electrical power connections installed to allow for the use of portable emergency generators? [#] Force Main Sewer Assets 3.33 [SSSWDR,D.8, D.13(iv)]: How many sewer force mains are owned by your agency? [#] 3.34 [SSSWDR, D.8, D,13(iv)]: For the assets in question 3.33, has your agency conducted a risk assessment for each asset? [Y/N] 3.36 [SSSWDR,D.8 and D.10]:For the assets In question 3.33,how many have a dedicated corrosion protection 5y5tem(s) installed? [#] 3.37 [SSSWDR,D.8 and D.10]: For the assets in question 3.33,what is the total number of air reiief valves installed? [4] 4 FINANCIAL INFORMATION Funding Sources and Revenues [SSSWDR, D.91 4.1 Does your agency utilize an Enterprise Fund for services provided to the public? [Y/N] 4.2 If yes to question 4.1,what are the total estimated annual revenues generated from this fund? [#] 4.3 if yes to 4.1,what is the current fund balance? [#] 4.4 Please provide a brief description of all sewer collection system funding source(s) (e.g.,annual budget allocation,property taxes, etc.). 4.5 What is your agency's total number of billed sewer connections? [#OR Unknown] 4.6 What is your agency's total number of billed customers for sewer service? [#OR Unknown] 4.7 What is your agency's current average monthly household user fee for sewage collection only?[$or Unknown] 4.8 For the answer in 4.7,what is your agency's sewer fee rate basis(e.g.,measured flow,calculated flow,flat fee,etc.) 4.9 Has your local governing board approved any future sewer use fee increase(s)? [Y/N] Operations, Maintenance and Capital Funds and Expenditures [SSSWDR, Sects. D.9] 4.10 How much did your agency spend in the last fiscal year for operations and maintenance activities(O&M)of sewer assets? [$] 4.11 How much did your agency spend in the last fiscal year on capital expenditures for sewer assets(e.g., new pipelines or equipment)?[$] 5 LOCAL SEWER USE ORDINANCE [SSSWDR, D.13(M) and/or D.13(vii)] PRE-INSPECTION QUESTIONNAIRE(Version 1.0) [Agency Name w/CIW05 Waste Discharge ID#XSSOXXXXX)l Page 9 of 16 5.1 Does your agency have an adopted sewer use ordinance? [Y/N] If no to question 5.1,skip to question 6.1 5.2 Specify the date of last update/change of your agency's local 5ewer Use Ordinance(Ordinance)approved by your agency's local governing board. [DATE] 5.3 Specify the time frequency in which the Ordinance is reviewed. [FREQ] 5.4 Does your agency have legal authority within the Ordinance to limit and enforce illicit discharges from upstream public and/or private satellite collection system(s)?[Y/N] 5.5 If no to question 5.4, does your agency have service agreements or other procedures to limit and enforce illicit discharges from upstream public and/or private satellite collection system(s)? [Y/N1 5.6 Does the Ordinance ban inflow from stormwater sources? [Y/N] 5.7 Does the Ordinance specify who owns and/or maintains the sewer service lateral from the building foundation to the property line (upper lateral portion)? [Y/N] 5.8 Does the Ordinance specify who owns and/or maintains the sewer service lateral from the property line to the sewer main line (lower lateral portion)? [Y/N) 5.9 Does the Ordinance require testing and/or inspection of the sewer service lateral upon remodeling, renovations and/or transfer of property/residence? [Y/N] 5.10 Does the Ordinance prohibit illicit discharges from service connections into the sewer? [Y/N] 5.11 Does the Ordinance require sewers and connections to be properly designed and constructed? [Y/N] 5.12 Does the Ordinance require proper maintenance,inspection and repairs of laterals? [Y/N] 5.13 Does the Ordinance limit the discharge of fats,oils and grease(FOG)and other debris that may cause blockages?[Y/N] 5.14 Does the Ordinance give your agency the authority to inspect grease producing facilities? [Y/Nj 5.15 Does the Ordinance reference the Uniform Building Code? [Y/N] 5.16 Does the Ordinance reference the California Plumbing Code? [Y/N] 5.17 Does the Ordinance give your agency the authority to inspect, maintain and repair assets located within sewer easements? [Y/N] 5.18 Does the Ordinance provide your agency with the proper authority to issue notices of violation(NOVs)? [Y/N] 5.19 If yes to question 5.18, how many NOVs has your agency issued in the past 3 years? [#or Unknown] 5.20 Does the Ordinance provide your agency with the proper authority to issue enforcement penalties for violators? [Y/N] 5.21 If yes to question 5.20, how many enforcement penalties has your agency issued in the past 3 years? [#or Unknown] 5.22 Does Ordinance provide your agency with the proper authority to ban connections and/or disconnect services for violators? [Y/N] 5.23 If yes to question 5.22, how many actions has your agency undertaken in the past 3 years? [y/N1 5.24 Does the Ordinance provide your agency with the authority to limit future development and/or building? [Y/N] 5.2S If yes to question 5.24,how many actions has your agency undertaken in the past 3 years? [#or Unknown] 6 CAPITAL IMPROVEMENT PLAN 6.1 [SSSWDR,D.9]: What is the approval date of your Sewer Capital Improvement Plan (Sewer CIP) by your agency's local governing board? [M/D/Y] PRE-INSPECTION QUESTIONNAIRE(Version 1.0) (Agency Name w/CIWQS Waste Discharge ID#XSSOXXXXX)] Page 10 of 16 6.2 [SSSWDR,D.8 and D.13(iv)]: For question 6.1, is your Sewer CIP available on the internet for public review? [Y/N] 6.3 [SSSWDR,D.8 and D.13(iv)]: If yes to question 6.2,please specify the internet address: 6.4 [SSSWDR,D.8 and D.13(iv)]: What is the projected date of your next Sewer CIP update? [M/D/Y] 7 OPERATIONS AND MAINTENANCE PROGRAM Computerized Maintenance Management System (CMMS) 7.1 [SSSWDR, D.8 and D.13(iv)]; Does your agency use a computerized maintenance management system (CMMS)to generate work orders and track sewer maintenance, operations and management information? [Y/N] 7.2 [SSSWDR,D.7 and D.13(iv)]:If yes to question 7.1,is CMMS data used for ongoing strategies to eliminate/reduce SSOs? [Y/N3 7.3 [SSSWDR, D.7 and D.13(iv)]: If yes to question 7.2,is the CMMS data used to evaluate cleaning production rates? [Y/N1 7.4 [SSSWDR, D.7, D.13(iv)and D.13(ix)]:if yes to question 7.2,does your agency use the CMMS information to provide data for tracking system trends,problems and/or performance? [Y/N] 7.5 [SSSWDR,D.7,D.13(iv)and D.13(ix)];If no to question 7.1,does your agency have a different method in place to provide data for tracking system trends, problems and/or performance? [Y/N1 Inspections, Operations and Management Activities 7.6 [SSSWDR,D.8, D.13(iv)]: What was your agency's total gravity sewer collection system cleaning production (hydro flushing, mechanical and hand rodding)over the past 12 months(miles per year)? [#or Unknown] 7.7 [SSSWDR, D.8,D.13(iv)]: What is your agency's total gravity sewer collection system cleaning production scheduled (hydro flushing, mechanical and hand rodding)for the next 12 months(miles per year)? [#or Unknown] 7.8 [SSSWDR,D.8, D.13(iv)]: What was your agency's total video (CCTV) Inspection production in the past 12 months(miles)? [#or Unknown] 7.9 [SSSWDR, D.8, D.13(iv)]: What is your agency's total video(CCTV)inspection production scheduled for the next 12 months(miles)? [#or Unknown] 7.10 [SSSWDR, D.8, D.13(iv)]: Does your agency have a method in use for reviewing and analyzing force main sewers and their components?[Y/N] 7.11 [SSSWDR, D.7 and D.13(iv)]:What is the tots!number of focused problem areas("550 hot spots")located throughout the collection system? [#or Unknown] 3.38 [SSSWDR, D.8 and D.10]:Does your agency have a program to inspect and maintain air relief valves(ARVs)? [#] 3.39 [SSSWDR, D.8 and D.101:How many ARVs are not accessible for inspection/maintenance? [#] 7.12 [SSSWDR, D.7 and D.13(iv)]:What was the total number of ARVs exercised and cleaned in past 12 months? [#or Unknown] 7.13 [SSSWDR, D.7 and D.13(iv)]:What is the total number of ARVs planned to be exercised and cleaned in the next 12 months? [#or Unknown] 7.14 [SSSWDR, D.13(iv)]:What is the total number of public access points(manholes, lamp holes,rod holes,etc.) inspected in the past 12 months? [#or Unknown] 7.15 [SSSWDR, D.13(iv)):What is the total number of public access paints(manholes,lamp holes, rod holes,etc.)scheduled to be inspected in the next 12 months? [#or Unknown] PREANSPECTION QUESTIONNAIRE(Version 1.0) [Agency Name w/CIWQS Waste Discharge ID#XSSOXXXXX)] Page 11 of 16 7.16 [SSSWDR, D.13(iv)3: Does your agency check pipeline routes at least annually,or after major storms,earthquakes or other events that could damage these assets,to check for sinkholes or leaks along force main(5)? [Y/N] 7,17 [SSSWDR,D.13(iv)]:How many above ground crossings(if applicable)were inspected in the past 12 months? [#, N/A or Unknown] 7.18 [SSSWDR,D.13(iv)]:How many siphons(if applicable)were inspected in the past 12 months? [#,N/A or Unknown] 7,19 [SSSWDR,D.13(iv)]: Does your agency have a process to identify areas subject to excess hydrogen sulfide corrosion? [Y or N] 7.20 [SSSWDR,D.13(iv)]: Does your agency have a formal pipe grading process in place to identify pipe discontinuities? [Y or N] 7.21 [SSSWDR,D.13(iv)]: If collection system cleaning activities are performed by outside contractors,does your agency require video (CCTV)inspections before and after cleaning to measure the effectiveness of these activities? [#] 7.22 [SSSWDR, D.13(iv)]: Does your agency video(CCTV)inspect pipes after all SSO(s)? [Y/NJ 7.23 [SSSWDR, D.13(iv)): Does your agency conduct smoke,dye or other tests to check for illicit connections? [Y/N] 7.24 (SSSWDR, D.13(iv)]: If yes to question 7,23, how many miles of sewer system were tested in the past 12 months? [#or Unknown] 7.25 [SSSWDR,D.13(iv)]: Does your agency use video(CCTV)to monitor discharger compliance for illicit connections? [Y/NJ 7.26 [SSSWDR, D.13(iv)]: If yes to question 7.25, list the total number of miles of video(CCTV) inspection conducted for this purpose in the past 12 months.[#or Unknown] 7.27 [SSSWDR, D.13(iv)and D.13(viii)]: Does your agency have formal agreements in place to increase resources through established mutual assistance agreements with other agencies/contractors for wet weather episodes or for SSO response activities? [Y/N] 7.28 [SSSWDR, D,13(iv)and D.13(viii)]: Does your agency have a program in place to identify areas with 1/1 ?(Y/NJ 7.29 [SSSWDR, D.13(iv)and D.13(viii)]: If yes to question 7.28,estimate the total number of miles identified by this program. [#or Unknown] 7.30 (SSSWDR,D.13(iv)): Does your agency have an active root control program in place? [Y/N] 7.31 [SSSWDR, D.13(iv)]: If yes to question 7.30,please list the type(s)of control efforts in place(e.g.,chemical, mechanical, etc.). 7.32 [SSSWDR, D.13(iv)]: If your agency uses chemical(s)for root control,please list chemical(s)used. [N/A if no chem. root program] Fats, Oils and Grease[SSSWDR, D.13(iv) and D.13(viii)] 7.33 Does your agency have a commercial FOG program in place? [Y/N] 7.34 If no to question 7.33, has your agency justified in Its SSMP why a FOG program is not needed? [y/N1 7.35 If yes to question 7.33,does your agency have a FOG Ordinance separate from the sewer use ordinance? [Y/N] 7.36 If yes to question 7.35, please list the FOG Ordinance citation number: 7.37 If yes to question 7.33,approximately how many food service establishments(FSEs)such as schools,hospitals,jails,and convalescent homes are subject to FOG control. [#] 7.38 If yes to question 7.33,what is the total number of FSE permits issued for FOG control? [#] 7.39 If yes to question 7.33,what is the total number of dedicated FSE FOG inspectors? [#] 7.40 if yes to question 7.33, how many FSE FOG inspections were conducted in past 12 months? [#] 7.41 If yes to question 7.33, how many FSE FOG enforcement action(s)were initiated in the past 12 months? 7.42 If yes to question 7.33,how many FSE FOG inspections are planned for the next 12 months? [#] 7.43 Does your agency have a residential FOG program in place?[Y/NJ PRE-INSPECTION QUESTIONNAIRE(Version 1.0) [Agency Name w/CIWQS Waste Discharge ID11 XSSOXXXXX)] Page 12 of 16 7.44 If yes to question 7.43, briefly describe the program: Sewer Contract Services 7.45 [SSSWDR,D.8 and D.13(iv)]: Does your agency retain contract service(s)for sewer collection system maintenance,operations, and/or management? [Y/N) 7.46 [SSSWDR, D.8 and D.13(iv)]:If yes to question 7.45,for services in excess of$10,000/year, please provide some basic information about these services in the table below: Contractor Name Description(cleaning,root control, repairs,, etc.) Frequency of Contract Budget(annual$) 8 SSO EMERGENCY RESPONSE PROGRAM [SSSWDR, D.13(vi)] 8.1 Does your agency's SSO Emergency Response Plan incorporate procedures for pump stations/force main sewers? [Y/N] 8.2 Does your agency have a dispatcher(s)within your agency to handle,dispatch and document incoming complaints from your sewer system customers? [YIN] 8.3 If yes to 8.2,does your agency utilize a dispatch radio system for notifying collection crews who respond to SSOs? [Y/N] 8.4 If yes to 8.3, please list the frequency(s)in use for the dispatch radio system: 8.5 Does your agency have standard operating procedures(SQPs)in place to test and document,at least once per year,the performance of its after-hours emergency notification system(s)? fY/N] 8.6 Does your agency provide and document any scenario-based SSO emergency response simulation training for collections staff at least on an annual basis to ensure staff are properly trained and prepared in the event of an SSO? [Y/N] 8.7 If yes to 8.6, does this training include practical exercises that includes researching 550 start times and calculating the SSO volume spilled and recovered? [Y/N] 8.8 Do your emergency operating procedures(EOPs)include requirements to determine the impact of an SSO,including accelerated or additional environmental monitoring?[Y/N) 9 SSO REDUCTION PERFORMANCE AND MONITORING PROGRAM [SSSWDR, D.13(ix)] 9.1 Does your agency have a process in place to collect data to monitor performance of its SSMP and efforts in reducing SSOs? [Y/N] 9.2 If yes to question 9.1,does your agency use the data collected to update SSMP program elements?[Y/N] 10 COLLECTIONS STAFFING AND TRAINING 10.1 [SSSWDR, D.91: What is the total number of dedicated sewer maintenance crews in place at your agency? (#] 10.2 [SSSWDR, D.9]: For answer to question 10.1,how many staff are typically in each maintenance crew? [#] 103 [SSSWDR, D.9 and D.13(iv)(d)]: Does your agency have a program in place to identify and document the core competencies/capabilities of collections staff at least on an annual basis(examples include sewer line cleaning, point repairs,video (CCTV)inspection,pump station maintenance,excavation,utility line locating,etc_)? [Y/N] 10.4 [SSSWDR, D.9]: If yes to question 10.3,does this program identify gap(s)in competencies/capabilities of collections staff? [Y/N] PRE-INSPECTION QUESTIONNAIRE(Version 1.0) [Agency Name w/CIWQS Waste Discharge ID#XSSOXXXXX)] Page 13 of 16 10.5 [SSSWDR, E]: Does your agency require collections staff to review the SSSWDR and the agency's SSMP at least annually? [Y/N) 10.6 [SSSWDR, D.91: Does your agency use a workforce planning/retention program to ensure adequate future collections staff? [Y/Nj 10.7 [SSSWDR,D.8 and D.13(iv)and(vi)]: Does your agency provide initial and recurrent training to appropriate staff[including outside contractor(s)] regarding your agency's S50 Emergency Response Plan and 0&Idi programs? [Y/N] 10.8 [SSSWDR,D.8 and D_13(iv)and(vi)]: If yes to 10.7,what is the total number of individuals trained in the past 12 months. [#] 10.9 [SSSWDR, D.8 and D.13(iv)and(vi)]: For contracted sewer services,do your contracting specifications contain specific language requiring initial and recurrent training of contractor staff regarding your agency's 550 Emergency Response Plan and 0&M programs? [Y/N] 11 MAJOR EQUIPMENT INVENTORY [SSSWDR, D.4, 0.7, D.8, D.13(iv)] 11.1 How many combination truck(s)(hydro flush/vacuum models)are owned and/or leased by your agency? [#] 11.2 For question 11.1,how many have a dedicated logbook(s)to document fieldwork activities? [#] 11.3 How many hydro flusher(s)are owned and/or leased by your agency? [#I 11.4 How many mechanical rodder(s)are owned and/or leased by your agency? [#] 11.5 How many video(CCTV)inspection vehicle(s)are owned and/or leased by your agency? [#] 11.6 How many utility truck(s) are owned and/or leased by your agency? [#] 11.7 How many portable sewage pump(s)are owned and/or leased by your agency? [#] 11.8 How many portable generator(s)are owned and/or leased by your agency? [#] 11.9 Does your agency own equipment designed to block the storm drain system,in an emergency,to prevent untreated or partially treated wastewater from reaching surface waters? [Y/N] 12 EXTERNAL COMMUNICATIONS PROGRAM 12.1 [SSSWDR, D.13(xi)]: Does your agency have a program in place for communicating on a regular basis with the public regarding the development, implementation,and performance of its SSIVIP? 12.2 [SSSWDR, D.13(xi)]: Does your agency have a program in place for communicating with upstream or downstream satellite sewer system(s)connected to its collection system? [Y/N or N/A] 12.3 [SSSWDR, D.111_ Does your agency participate in responding to Underground Service Alert(s)(USA)or other similar organizations to identify and mark sewer lines? [Y/N] 12.4 [SSSWDR,D.7,D.13(iv),G,and Amended IVIRP]: Does your agency's communication program give the public the opportunity to provide input as your SSMP is being implemented?[Y/N] 13 NOTIFICATION, REPORTING AND RECORD KEEPING 13.1 [SSSWDR, Amended MRP B(5)]: Are all the records required in the Amended IVRP, B(S)("Record Keeping")readily available for review by the Water Boards? [Y/N] 13.2 [SSSWDR,Amended MRP, B(5)]: Does your agency maintain a list and description of all sewer-related complaints from customers for the past 4 years,including calls received after normal working hours?[Y/N] 133 [SSSWDR,Amended MRP, B(5)]: If yes to question 13.2,does this include information regarding privately owned sewer laterals? [Y/N] PRE-INSPECTION QUESTIONNAIRE(Version 1.0) [Agency Name w/CIWQS Waste Discharge ID#XSSOXXXXX]] Page 14 of 16 13.4 [555WDR,G.and Amended MRP): Does your agency have a quality assurance/quality control(QA/QC) procedure in place for review of technical information collected by field staff prior to certification of the 550 report(s)in the Water Board's online reporting system(CIWQS) by the Legally Responsible Official(s)? [Y/N] 13.5 [SSSWDR,G and Amended MRP]: Does your agency require crews to take photos of all SSOs? [Y/N] 116 [SSSWDR,G and Amended MRP]: If no to question 13.4,does your agency at least require crews to take photos of SSOs that result in backups into structures? (Y/NJ 117 [555WDR,G and Amended MRP]: Does your agency have a procedure(s)in place for collecting field information to assist in determining the actual 550 start time? [Y/N1 13.8 [SSSWDR,G and Amended MRP]: Does your agency use 50Ps to estimate SSO volume spilled, recovered and not recovered, including estimation of cleanup water used? [Y/N] 139 [SSSWDR,G and Amended MRPJ: Does your agency regularly update initial reports given to the California Emergency Management Agency,local health department,and Regional Board as information develops regarding 550s requiring notification? [Y/NJ 13.10 [Amended MRP,B.6]: Does your agency mainta(n water quality monitoring records as required by the Amended MRP,section B(6)? 14 SSO PREVENTION AND MITIGATION 14.1 [SSSWDR, D.13(ix)): Does your agency generate 550 reduction performance metric(s)for its collection system for use in future planning? [Y/NJ 14.2 [SSSWDR, D.13(ix)]: Does your agency have a program in place to conduct periodic video(CCTV)inspections of areas throughout the collection system that have never been evaluated by video(CCTV)to date? (Y/N or N/A] 14.3 [SSSWDR, D.13(ix)]: Does your agency document meetings between 0&M and source control staff,if applicable? [Y/N or N/A] 14.4 [SSSWDR,8 and D.61: Does your agency document meetings between O&M and engineering staff to discuss system problem areas and projects,if applicable? [Y/N or N/A] 14.5 [SSSWDR,8 and D.6]: Does your agency hold post-S50 briefings with collections staff,management and others involved,to evaluate root cause of SSOs and document service changes necessary to be prepared in responding to 5505 in the future? [Y/NJ 14.6 [555WDR,8 and D.61: Does your agency pursue investigation of upstream satellite(s)or potential illicit dischargers as part of the SSO cause determination process? [Y/N] 14.7 [SSSWDR,8 and D.6]: Does your agency adjust sewer collection system cleaning interval(s)for problem areas based on review and analysis of each past SSO? [Y/N] 14.8 [SSSWDR,8 and D.6]: How many of the 550s over the past 12 months were preventable through more proactive maintenance? [#OR Unknown] 14.8 [55SWDR,8 and D.61: How many of the SSOs over the past 4 years occurred at repeat locations? [#OR Unknown] PRE-INSPECTION QUESTIONNAIRE(Version 1.0) (Agency Name w/GWQS Waste Discharge ON XSSOXXXXX)] Page 15 of 16 15 DECLARATION INSTRUCTIONS: Please print this page,sign it, and mail the original of this page to: State Water Resources Control Board Office of Enforcement, Special Investigations Unit 10011 Street, 16th Floor,Sacramento, CA 95814 the approved Legolly Responsible Official(LRO)of collection system (name and Waste Discharge ID#) certify under penalty of law that based on my inquiry of the person or persons who manage this system, or those persons directly responsible for gathering the information, the information in this Pre-Inspection Questionnaire(Version 1.0)is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of a fine or imprisonment,for knowing violations. LRO Signature Date PRE-INSPECTION QUESTIONNAIRE(Version 1.0) {Agency Name w/CIWQS Waste Discharge ID##XSSOXXXXX)l Page 16 of 16 Item VIII. b, FORM FOR PROPOSALS ON IAPMO GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT (GPMCS) For further information on`fhe GP.MCS development process, please contact . FOR OFIFICE USE ONLY the IAPMO staff at 708-995-3007 or 708-995-3009 'I_Ql;#. F6'r technical assistance;please call 708-995-.3009. Date 121812011 Name Merrill Seiler, Principal Environmental Specialist Tel. No. 714-593-7436 Company Orange County Sanitation District Street Address 10844 Ellis Avenue City Fountain Valley State CA zip. 92708 Please indicate Organization Represented (if any) Orange County Sanitation District Proposed Change Item#, If applicable: 55-PC1 SectionlParagraph 307.1 Disposal of Food Waste 1. Proposal Recommends (check one): ❑ New Text ✓ Revised Text ❑ Deleted Text 2. Proposal (Include proposed new wording, or identification of wording to be deleted): [Note: Proposed text should be in legislative format: i.e., use underscore to denote wording to be inserted (inserted wording) and strike-through to denote wording to be deleted (deleted-wording).] Please note if you are referencing a standard or other publication, please provide two copies. 307A Disposal of Food Waste. Food waste shall be collected for beneficial reuse OF shall be disposed to the sanitaFy dFainag ystern thm gh food waste gr-iRde. such as composting or vermiculture, direct discharge to an anaerobic digester, or conversion to livestock feed, if a grinder or pulper is used to process the food waste at the collection site before its transfer to the point of reuse, then the effluent from such device must be strained to prevent food solids or particles from entering the sewer system. 3. Statement of Issue and Substantiation for Proposal: [Note: State the problem that will be resolved by your recommendations: give the specific reason for your proposal including copies of tests, research papers, etc. If more then 200 words, it may be abstracted for publication.] OCSD Position on Disposal of Food Waste The Orange County Sanitation District agrees that food waste should be diverted from landfills for beneficial reuse purposes, however, the agency strongly opposes any proposal that uses a food grinder or pulper as a means to direct this wastestream to the sewer collection system. As of 2005, our agency has been under a state order to have a sewer system maintenance plan that includes as one of the plan's elements, a Fats, Oils, and Grease (FOG) control program. One of the most basic elements of most FOG control programs is the requirement to not put FOG, in any form, down the drain. My agency along with many others, have waged a 7-year long campaign to educate the Food Service Establishments to not put FOG or solid food waste down the drain. Our Wastewater Discharge Regulations for Food Service Establishments actually prohibits the installation of food grinders in new facilities, and requires the removal of grinders in existing establishments. The reasoning behind this regulation is that fats, oils, and grease stick to food. if you are putting solid food waste into a food grinder, you're putting FOG down the drain as well. Your proposal which suggests that food waste should be discharged to the sewer system is contrary to the most basic premise of the majority of FOG control programs across the country. While one can argue that food waste may supplement methane production in the anaerobic digestion process used by POTWs to treat residential sanitary wastestreams, there are many problems associated with handling additional loading through the collection system. Solids loading from a food grinder can quite easily contribute to flow restrictions or blockages that could lead to a sewer system overflow. Since sewer system overflows are such a critical public health matter they are naturally one of our agency's main environmental concerns. The State of California now requires all sewer agencies to report every sewer overflow that occurs in their system. Due to these concerns, the Orange County Sanitation District requests that you modify the Green Plumbing and Mechanical Code Supplement to better reflect the concerns of the 1500 POTWs across the United States which would have to deal with the consequences. The Orange County Sanitation District suggests the modification of 55-PCl Article 307.1 as follows: Food waste shall be collected for beneficial reuse such as composting or vermiculture, direct discharge to an anaerobic digester, or conversion to livestock feed. If a grinder or pulper is used to process the food waste at the collection site before its transfer to the point of reuse, then the effluent from such device must be strained to prevent food solids or particles from entering the sewer system. 4. � This Proposal is original material. [Note: Original material is considered to be the submitter's own idea based on or as a result of his/her own experience, thought or research and, to the best of their knowledge, is not copied from another source.) ❑ This Proposal is not original material, its source (if known) is as follows: I hereby grant the IAPMO all and full rights in copyright, in this proposal, and I understand that I acquire no rights in any publication of IAPMO in which this proposal in this or another similar o analo ous form is used. Signature (Required): PLEASE USE SEPARATE FORM FOR EACH PROPOSAL • Email to: maria.bazan(a)iapmo.orr GPMCS Code Development• IAPMO • 18927 Hickory Creek Dr, Suite 140 • Mokena• IL•60448 Item IX. DISTXICT cosz an lndependent,specidf Oiafict Memorand'Um To: Sewer System Committee From: Scott Carroll, General Manage ; Date: January 17, 2012 Subject: Permanent By-Pass Pumps vs. Permanent Generators Summary For several months, staff has been analyzing the feasibility of installing permanent by- pass pumps or generators at District critical pump stations, which are located at Elden, 23rd Street, Irvine Avenue, and Mendoza. The purpose of installing permanent equipment at these stations is to ensure minimal downtime and avoid SSOs in the event of a power outage. Staff Recommendation That the Sewer System Committee gives staff direction on the type of permanent equipment to install at critical pump stations and then recommends the Board of Directors approves the same. Analysis In light of recent events that included the massive power outage in San Diego County and the extraordinary wind storm in San Gabriel Valley, the District is vulnerable to experiencing more than one pumping station losing power simultaneously. In fact, this occurred on December 15t when Iowa, California and Gisler all lost power at the same moment due to the wind storm. Fortunately, the power was restored within forty-five minutes, but it was a lesson learned on how vulnerable we are to power outages. The District recently completed a feasibility study to identify space configuration and local agency regulations and requirements for installing permanent emergency generators at several critical pump stations. The consultant that conducted the study, Pacific Data Electric (PDE), contacted representatives from the Cities of Costa Mesa and Newport Beach as well as from the County of Orange, Southern California Edison and South Coast Air Quality Management District to determine their requirements for installing such equipment. Trotecting our community s health amf the environment by providing soCd waste and sewer coffection services. vww.crosdca.gov Sewer System Committee ,January 17, 2012 Page 2 of 4 The good news is that all the agencies understand the purpose of our project and are willing to cooperate and assist us in achieving our objective. The cities prefer the generators to be installed in an underground vault, but they understand the generators will be used only for emergency purposes and testing periods. They also have concerns with aesthetics and how the generators will look in public view. I do not recommend constructing an underground vault because they are extremely expensive, time consuming to construct and they are very disruptive to the public, especially when you consider the close proximity our pump stations are located to homes. The consultant was able to determine in their study that there is ample room to install permanent above ground generators at Elden, 23rd, Mendoza and Irvine pump stations. A drop over aluminum sound attenuated enclosure would most like be required by the cities to mitigate noise from the generators. Some minor landscaping nearby may be required by the cities as well. During the generator study, staff learned of another solution to keeping our pump stations operational during power outages. Installing permanent by-pass pumps will not only provide the alternative power source, but it will also provide the necessary operations of pumping the sewage upward through our pressurized pipe system. The benefit to permanent by-pass pumps is that the station will still be in operational if the electrical panels malfunction, in which case, the permanent generators will be useless and inoperable. Another benefit to the permanent by-pass pumps is that it will allow staff to easily perform maintenance and repair work of the wet well because there will be no temporary hoses in the wet well nor will staff have to transport and connect the portable by-pass pump. A block wall enclosure will need to be constructed to mitigate noise from the by-pass pumps when operating and it will improve the aesthetics. The maintenance staff does prefer installing the permanent by-pass pumps over the permanent generators. The cost comparison between the by-pass pumps and generators is significant (over $100,000) as shown below. Costs below are for installing permanent by-pass equipment at Elden, 23rd, Mendoza and Victoria Pump Stations. It was determined that there is not adequate room to install a permanent by-pass pump at Irvine, so Victoria was picked instead. The costs below for the permanent generators are for Elden, 23rd, Mendoza and Canyon. By-Pass Pumps Purchase four (4) by-pass pumps $279,622 (includes tax and delivery) Installation 330,000 (includes 10% contingency) Design Phase 21 ,133 Enclosure and landscaping 25,000 Contract Admin & Inspection 40,000 Permits 12,000 $707,775 Sewer System Committee January 17, 2012 Page 3 of 4 Generators Purchase and install four generators $391 ,035 (includes tax, delivery & 10% cont.) Design Phase 21 ,133 Enclosure and landscaping 109,918 Contract Admin & Inspection 40,000 Permits 12,000 $574,086 If you direct staff to proceed on either the by-pass pumps or the generators, then the next step is to do the following: 1 . Design drawings, plot map and cost/benefit analysis of above ground vs. below ground installation, which will be presented to the Cities of Costa Mesa and Newport Beach. 2. Define outline of clearances required for installation and servicing. Complete sound output level testing. 3. Complete sound attenuation to meet city noise regulations. 4. Complete architectural renderings of screened containment solution with landscaping. 5. Submit application for permit to construct with AQMD. Strategic Element & Goal This item supports achieving the objective of Strategic Element No. 1 .0, which states: "Our objective is to collect and transport wastewater to meet the needs of existing and future customers." Legal Review Not applicable Financial Review The total cost to procure and install four permanent by-pass pumps is estimated at $707,775, which is $133,689 more than four permanent generators ($574,086). Staff will seek proposals from other vendors for by-pass pumps and generators, so the original costs may be lower. This money is not budgeted in the FY2011-12 Budget, so money would have to be appropriated from the District's Asset Management Fund or budgeted appropriately in the FY2012-13 Budget. Sewer System Committee January 17, 2012 Page 4 of 4 Alternative Actions 1. Request for more information from staff Attachment A: Generators simulation renderings B: Generator Cost Proposal C: By-pass pump renderings D: By-pass Pump Cost Proposal E: RBH Design Cost Proposal Attachment A Pump Station 17 146 Mesa Drive Total Energy Solutions /„e�,,G I/. �//i// 1/ / % ✓� � as �� i / r ii , �„ii6fi( �-:,r� , r �,, /!/, /�✓, � � �� //% /i/i� iiiiiiiii „ /iiiiiiiipii%%%%� /i /iii I h 1, ,/�/�� „ ,� � � /,/% ✓i///i//ri/ter.. / / � ,,, ,, i ii/: �, i �%/ � r ��,, iii „, // i,,,/l �rrr,,,, ✓r„ ,c r�",, „-, ;; „, ";. „-.� iii 7��/��ji�i �//�i%%/'///�/% / r ,. ,'; ,,, � t�,;,✓i; �r ,,,,, �Y.. �x 4t II Proposed Location. q/N Proposed Backup Generator x � oso r TRACT rare to j NO_ i�I� NU�y ' I 1 Ali S.iNTI AM.Q GAVNTIPY CL Ui Alice �' f11 ��J err �o 6'r1d�IL'kA �°V6 P.PPAC jr J �( o �o CD a39-21 N v ry �- ril lRV1NC 5U6, M.M. 1-90 gym M, NR 456 N.M. /T-9 , PARCEL MAP R M. z33-$9 (E) Pump 17 - Controls A Pump Station 18 2899 Mendoza Dr. Total Energy Solutions (E) Power Lines (E) Pump 18 - Controls oW r // rii/��//��/��j� I� � 7 k"��ydV��N lf�J�ra"�!'�V„�r ��✓N,�,wwr,r�r,NG� lY y, ,. Mir W, Mu r Y, r, � Proposed Location -Proposed Backup Generator (E) Pump 18 - Controls [.-x a e......o s r.. sa.v a k.w 1'o I� a �__�._ v, A4.r f C� V f r b- C.-W Slat 6u.w.e 1c f.. D Pump Station 14 2401 23rd. ! ' Total Energy Solutions Street (E) Poorer Lines " (E) Pump 14 - Controls " r, lul"��kI�Y IVuI! gshl�u��t s� p Proposed Locate N � (E) Pump 14 - Controls F] E ;' Proposed Backup Generator a c w NI [tJST AP II CASI 7l1<GA� s 43',T WO VatTALE 5M Y 7 sMIT UUT 17 Emil.WMs I ... - ..... ... 43 'MEET E Of b TOY DETM9 TRA AREA eHM -fM ZY' iTAEET PUMP STATiUR 3 '4.Y"; uPY�,A 'rCn nOd d�� OE UUNVIRWN t8" FDRZE MAIN r_ Pump Station 26 999 Wilson if Total Energy Solutions (E) Power Lines i / (E) Pump 12 - Controls r, i Proposed Backup Generator Proposed Backup Generator STREE 71 s it ° �g 21 CDT M 23 '� 25 ea, ( � ) `3. 0 24 00, ,01.38' .. ... .. 20 �'�• � 22 �� 24 q 2 2 3 c�' bM1 \ 2 2 O 24 �J � �s„es• TRACT 0 �° 07 �a�. r27 ` .8, fT woe' Ti crr as ar . O� \ E OPDF At tachment B Total Energy Solutions CA LIC#C10-620473 12/14/2011 Costa Mesa Sanitary District Address: 628 West 19th Street Costa Mesa, Ca 92627 Attention: Scott Carroll Reference: Generator (4 site Locations) Location: Costa Mesa Sanitation District Dear Scott, PDE Total Energy Solutions is pleased to submit a scope letter of deliverables for the above referenced project. SCOPE OF WORK The following is our pricing to perform the design and installation of emergency generators at the following locations: Elden, Mendoza, 23rd and Canyon. Demolition 1. Provide labor and equipment to for the removal and disposal of existing concrete/ or dirt at the existing location for installation. New Generator Pad 1. Provide the labor, materials and equipment necessary to install generator pads: included within this scope would be all excavation, rebar, concrete, wall enclosure material, footings, trenching and bollards. Electrical and Low Voltage 1. Furnish and install generators w/( sound attenuated enclosure, if required, see adder), installation to include all power circuits, conduit and wiring, and transfer switches. 2. Intercept existing utility feed and extend to transfer switch. 3. Furnish and install new ground rods for generator within the new enclosure, if applicable. 4. Provide Crane for installation of new generator. 5. Provide plan check electrical and structural engineered drawings. � PDP Total Energy Solutions CA LIC#C10-620473 General Construction: 1. Provide full time project supervision of all trades 2. Hold weekly meetings with client and architect 3. Daily cleanup of site Scope of work subject to change based upon requirements of architectural, electrical and structural plan design. Canyon & 23r6 Street Locations Generator& Transfer Switch Description (2 Generators) a 35DSFAA Genset-Diesel, 60Hz, 35kW a A331-2 Duty Rating-Standby Power a A331 Rating a L090-2 Listing-UL 2200 a L158-2 Cert-Slesmic,IBC2000,2003,2006,SS=2.90g,Rooftop a L119-2 Cert-EPA,Nonroad CI,Tier 3 per 40 CFR 89 a F217-2 Enclosure-Aluminum, Sound Att, Level 2, w/Exh System, 70db at 23 feet a F207-2 Wind Rating-150MPH,Aluminum Housing a R002-2 Voltage-277/480,3 Phase,Wye,4 Wire a B415-2 Alternator-60 Hz, 12 Lead, Upper Broad Range, 105C a H643-2 SET CONTROL-PCC 2100 a B240-2 Excite r/Reg u I ator-Torq ue Match a A366-2 Engine Governor-Electronic, Isochronous Only a H536-2 Display Language-English a H606-2 Meters-AC Output, Analog a K631-2 Relays-Genset Status, User Configured a KA08--2 Alarm-Audible, Engine Shutdown a KP60-2 Interface-CommunicationsNtwk,FTT-10 a A292-2 Heater-Alternator, 120 Volt AC a KM65-2 Circuit Breaker Mtg-Single Brkr, Left of Control a KS68-2 Circuit Brea k er-70A,3P,600/525V,TM,80%,UL/IEC a C168-2 Fuel Tank-Dual Wall Subbase, 24 Hour Capacity a C157-2 Switch-Low Fuel Level, Subbase a C169-2 Switch-Annunciator, Liquid In Rupture Basin a F179-2 Skid base-Ho using Ready a E125-2 Engine Cooling-High Ambient Air Temperature a H389-2 Shutdown-Low Coolant Level a E089-2 Extension-Engine Coolant Drain OPM: Total Energy Solutions CA LIC#C10-620473 a H036-2 Coolant Heater-120 Volt Ac, Single Phase a L026-2 Test Record-Certified a L029-2 Genset Warranty-2 Year Standby a A322-2 Packing-Skid, Poly Bag a F065-2 Rack-Battery a H268-2 Extension-Oil Drain a 0300-5878-01 Batt Chrgr-Stand Alone-15A-(12V)/12A (24V)-120V-240V b 0416-0980 BATTERY (WET, 1000 CCA, 12V, GROUP SIZE 31) b 0 Fuel Spill Box e 0 Field Startup with load bank 2 hours e 0 Training to owner 1 hour Transfer Switch a OTPC125 Transfer Switch-Onan,PwrCmd,125 Amp a A029-7 Poles-4 a A029 Poles A035-7 Application-Utility To Genset a A046-7 Listing-UL 1008/CSA Certification a A080-7 Certification-Seismic ATS a A044-7 Frequency-60 Hertz a A042-7 System-3 Phase, 3 Wire Or 4 Wire a R026-7 Voltage-480 Vac a B002-7 Cabinet-Type 3r a CO23-7 Control-Transfer Switch, Level 1 a M018-7 Display-Digital a M031-7 Interface-Communications Network, FTT-10 a G004-7 Transfer Switch Warranty-2 Yr Comprehensive Sub Total Price: $165,869.34 Adder: Two (2) Special Drop-Over Aluminum Sound Attenuated Enclosure Rated 55db at 23 feet; Enclosure dimensions are 184"Long x 56" Wide x 100" High Sub Total Price: $53,257,75 PDF: Total Energy Solutions CA LIC#C10-620473 Mendoza Location Generator& Transfer Switch Description a 50DSFAC Genset-Diesel, 60Hz, 50kW a A331-2 Duty Rating-Standby Power a L090-2 Listing-UL 2200 a L119-2 Cert-EPA, Nonroad CI,Tier 3 per 40 CFR 89 a F207-2 Wind Rating-150MPH, Aluminum Housing a R002-2 Voltage-277/480,3 Phase,Wye,4 Wire a 8415-2 Alternator-60 Hz, 12 Lead, Upper Broad Range, 105C a H643-2 SET CONTROL-PCC 2100 a B240-2 Exciter/Regulator-Torque Match a A366-2 Engine Governor-Electronic, Isochronous Only a H536-2 Display Language-English a H606-2 Meters-AC Output, Analog a K631-2 Relays-Genset Status, User Configured a KA08-2 Alarm-Audible, Engine Shutdown a KP60-2 Interface-CommunicationsNtwk,FTT-10 a A292-2 Heater-Alternator, 120 Volt AC a KM65-2 Circuit Breaker Mtg-Single Brkr, Left of Control a KS64 KS64-2 Circuit Breaker-125A,3P,600/525V,TM,80%,UL/IEC a C168-2 Fuel Tank-Dual Wall Subbase, 24 Hour Capacity a C157-2 Switch-Low Fuel Level, Subbase a C169-2 Switch-Annunciator, Liquid In Rupture Basin a F179-2 Skidbase-Housing Ready a E125-2 Engine Cooling-High Ambient Air Temperature a H389-2 Shutdown-Low Coolant Level a E089-2 Extension-Engine Coolant Drain a H036-2 Coolant Heater-120 Volt Ac, Single Phase a L026-2 Test Record-Certified a L029-2 Genset Warranty-2 Year Standby a A322-2 Packing-Skid, Poly Bag a F065-2 Rack-Battery a H268-2 Extension-Oil Drain a 0300-5878-01 Batt Chrgr-Stand Alone-I 5A-(12V)/12A(24V)-120V-240V b 0416-0980 BATTERY (WET, 1000 CCA, 12V, GROUP SIZE 31) b 0 Fuel fill box e 0 Field Startup 2 hour load bank e 0 Training to owner 1 hour PDE Total Energy Solutions CA LIC# C10-620473 Transfer Switch a OTPC125 Transfer Switch-Onan,PwrCmd,125 Amp a A029-7 Poles-4 a A029 Poles A035-7 Application-Utility To Genset a A046-7 Listing-UL 1008/CSA Certification a A080-7 Certification-Seismic ATS a A044-7 Frequency-60 Hertz a A042-7 System-3 Phase, 3 Wire Or 4 Wire a R026-7 Voltage-480 Vac a 8002-7 Cabinet-Type 3r a CO23-7 Control-Transfer Switch, Level 1 a M018-7 Display-Digital a M031-7 Interface-Communications Network, FTT-10 a G004-7 Transfer Switch Warranty-2 Yr Comprehensive Sub Total Price: $84,716.21 Adder: One (1) Special Drop Over Alum Sound Attenuated Enclosure Rated 55db at 23 feet Enclosure dimensions are 184" Long x 56" Wide x 100" High Sub Total Price: $26,458.44 �� PDE ��" Total Energy Solutions CA LIC#C10-620473 Elden Location Generator& Transfer Switch Description 50DSGAC Genset-Diesel,60Hz,150kW a A331-2 Duty Rating-Standby Power a L090-2 Listing-UL 2200 a L119-2 Cert-EPA, Non-road CI, Tier 3 per 40 CFR 89 a F233-2 Enclosure-Aluminum, Sound Att, Level 3,w/ ExhSystem, 70db at 23 feet. a F207-2 Wind Rating-150MPH, Aluminum Housing a F229-2 Brackets-Genset Overhead Lift, Two Point, Removable a R002-2 Voltage-277/480,3 Phase,Wye,4 Wire a B415-2 Alternator-60 Hz, 12 Lead, Upper Broad Range, 105C a H702-2 GENSET CONTROL-POWERCOMMAND 2.2 a B240-2 Exciter/Regulator-Torque Match a A366-2 Engine Governor-Electronic, Isochronous Only a H536-2 Display Language-English a H606-2 Meters-AC Output, Analog a K796-2 Stop Switch-Emergency a KA08-2 Alarm-Audible, Engine Shutdown a KS53-2 Signals - Auxiliary, 8 Inputs/8 Outputs a A292-2 Heater-Alternator, 120 Volt AC a KP79-2 Circuit Breaker Or Entrance Box-Left Side Only a KT83-2 CircuitBreaker-250A, Left,3P, 600/525V,TM,80 0/o,UL/IEC a C259-2 Fuel Tank-Dual Wall Subset, 24 Hour Capacity a F179-2 Skidbase-Housing Ready a C127-2 Separator-Fuel/Water a H574-2 Warning-Fuel in Rupture Basin a H645-2 Warning-Low Fuel Level a A422-2 Engine Starter - 12 VDC Motor a A333-2 Battery Charging Alternator-Normal Output a H389-2 Shutdown-Low Coolant Level a E089-2 Extension-Engine Coolant Drain a H036-2 Coolant Heater-120 Volt Ac, Single Phase a L026-2 Test Record-Certified a L029-2 Genset Warranty-2 Year Standby a A322-2 Packing-Skid, Poly Bag a F065-2 Rack-Battery a H268-2 Extension-Oil Drain a 0300-5878-01 Batt Chrgr-Stand Alone-15A-(12V)/12A(24V)-120V-240V b 0416-0848 BATTERY (DRY, 1080 CCA, 12V, GROUP SIZE 4D) et PDE Total Energy Solutions CA LIC#C10-620473 b Fuel Fill Spill box e Field Startup 2 hour load Transfer Switch a OTPC125 Transfer Switch-Onan,PwrCmd,260 Amp a A029-7 Poles-4 a A035-7 Application-Utility To Genset a A080-7 Certification-Seismic ATS a A046-7 Listing-UL 1008/CSA Certification a A044-7 Frequency-60 Hertz a A042-7 System-3 Phase,3 Wire Or 4 Wire a R026-7 Voltage-480 Vac a B002-7 Cabinet-Type 3r a CO23-7 Control-Transfer Switch,Level 1 a M018-7 Dispiay-Digital a M031-7 Interface-Communications Network,FfT-10 a G004-7 Transfer Switch Warranty-2 Yr Comprehensive Sub Total Price: $104,902.04 Adder: One (1) Special Drop-Over Alum Sound Attenuated Enclosure Rated 55db at 23 feet Enclosure dimensions are 220"Long x 64" Wide x 122" High Sub Total Price: $30,].01.80 PDF: Total Energy Solutions CA LIC#C10-620473 Inclusions: 1. Provide all necessary conduit, wire, fittings, junction boxes and supports required for a complete and operational system as outlined in our scope of work. Exclusions: 1. SCE interconnect fees 2. Permit and plan check fees. To be reimbursed 3. Maintenance 4. System specifications 5. Anything not listed in this scope of work 6. Project Management above what is required for PDE's scope of work 7. Project Approach or implementation plan beyond provided schedule 8. Electrical engineering 9. Bonding 10.Liquidated Damages 11.Performance guarantees of components provided by others 12.Consequential or compensatory damages related to anything within PDE's scope 13.Overtime for base work and for delays caused by others to meet schedule 14.Hazardous Material Abatement 15.Low voltage work Rates are based on work hours 7:00 A.M. to 3:30 P.M., Monday through Friday. Once reviewed and agreed upon, please sign, date and return via fax/email, thus authorizing service to commence. If a purchase order is necessary, please provide accordingly. This price quotation is valid for 30 days. We thank you for this opportunity and look forward to working with you. If you have any questions about the quote, please do not hesitate to phone. Dan Cohee Project Manager PDE Total Energy Solutions Inc. v m X X X Q a� <J .0 Q U ( _1 Z Q I— $X 3:Ln W 0• a W o z w U NN LL , U O 8 C) z _ LLJ p i(n �a T LW - x x m # U � R �eFe �a r i FIF i -F-I o e N N J F3 J .r W �7 7 AC 7 3O� W d ti N�17 oO Q HE. � r3 W Z.�7 fll CI 'C C m X X X LLJ � I J J U O a X ^qq a � �U) X i ° r ) —W 3 lJ1R N •' n °0 r 9 *� • CT ,mr►rfrfrwnt oet T� —P O TY,l IE"AeOYE Fly 191 N6h1i O LI J `4(x]!32' R `RiTRI Uffm Mali 'NblLti 4 d T9 YL'Mf.d F J I TIl MiUFJL Ql�fl�T 14 'r 1 li 14 I 9Rr1 ImII , I L_ mm_LAP A II— L �+ 32 r nt v arm man a,r&v MKF =R. uKr Omni N."%E curt to et tut AIM nm?l EtlF T.VEV TO 6INY.9mFA IIIlu OL N N 0 Q O C4 Q XXX a J _ Ld u 25 0 PA 2 0 � X � z�a X ° W is o � r U Na # x x w0 � � 1 c� Ln z � wo R cn Q U ' pr 'fir-^•��('`� ni ' � ` ��" �rL N __-_--I- N �� SS. `w'�y Hr� '�'f,, ��r .+- r` .!y • fQ ['t y,l� Vie,• 51 I I -.'� r� -•'�i'� I � : + '� i i�^;� `-'�,�` � � I I f � I �.F i q •Yid •/fit W Q Attachment D godwin 11161 Harrel Street pumps@ Mira Loma,CA 9]752-1439 Tel:951-6$1-3636 Fax: 951-681-2623 �- www.godwinpumps.com l.. November 17, 2011 Robin Harriers Phone: 949-548-1192 Robin B Harriers &Associates, Inc Email: robh2 @cox.net 234 E 17th Street, Suite 205 Costa Mesa, CA 92627 RE: DPC30ODBS CD103MDBS Sale Quote Sale Quotation 117005059 Dear Robin: In response to your request, Godwin Pumps of America is pleased to provide the following budgetary quotation for the above referenced equipment. Per our discussion, Godwin Pumps will supply the pumps and the pumps will be installed by the contractor of your choosing. I trust this information will assist you in the selection of your equipment. I appreciate the opportunity to quote the equipment listed and took forward to working with you. If you have any questions or need additional information please call me. Sincerely, Robert A. Brieno Outside Sales Representative RAB / st Home Office: 84 Floodgate Road, Bridgeport,NJ 08014•www,godwinpumps.com-(856)467-3636•(856)4674841 Tli** Orial ge. Thin , �� ivin. Great Pumps. Great People. November 17, 2011 Robin B Hamers & Associates, Inch Attention: Robin Hamers Sale Quotation# 117005059 , Page 2 of 2 SASE QUOTATION UNIT SALE ITEM QTY ]MCMPTION PRICE TOTAL A 1 Godwin Dri-Prime DPC300 Critically Silenced 1 I2,100.00 $ 112,100.00 12" suction and discharge • Dri-Prime DPC300 Critically Silenced Sound Attenuated Enclosure, 12 inch 150# Flanged Suction and Discharge, John Deere 6068H285SP Tier 3 Diesel Engine Includes PrimeGuard Controller UL Listed Skid Mount, 150 gal Fuel Tank B 3 Godwin Dri-Prime CD103M Critically Silenced 47,100.00 141,300.00 • Sound Attenuated Enclosure • 4" 150#Flange Suction and Discharge • John Deere 4024T281 Tier3 Diesel Engine • Includes PrimeGuard Engine Controller • UL Listed Skid-mount, 80 gal fuel tank C 1 Inbound Freight from NJ to Mira Loma, CA 5,000.00 5,000.00 NET SALE TOTAL 25$,400.00 DELIVERY CHARGE $ 550.00 Please note all sale pricing is in U.S. Dollars. The price does not include freight, export boxing, duties, taxes, or any other items not specifically mentioned. This pricing information is for internal use only,We ask(hat these items and terms be kept confidential.All applicable tax and freight charges will be added to invoices.All quotations are subject to credit approval.All quotations are valid for 90 days.All prices quored in U5 dollars. t , DPC300 Dri - Primeo Pumps r, f 1 The Godwin DPC300 automatic Dri-Prime 12" (300mm) centrifugal pump has gained recognition as the industry leader in high volume bypass pumping over the last fifteen years. With flows to 5,000 gallons per minute(315.5 I/sec.)and solids handling to 3-1/2" (89mm) in diameter,the K111, DPC300 moves large volumes of water while providing the ease of automatic priming to 28 feet (8.5M). The convenience of a low profile discharge flange makes pipe connections easy and i efficient. When the job calls for high volume, the Godwin DPC300 is the benchmark by which all others are judged. j„ Direct drive automatic priming 12" Solids handling swing check Non j (300mm) high volume centrifugal Return valve at pump discharge. f' °i pump with vacuum priming compressor mounted to a diesel Skid base incorporating integral �l engine.Available in electric drive or overnight running fuel tank. Sim as bare shaft pumpend. i t n f � Simple maintenance— ma n e normally �i All cast iron construction with limited to checking engine oil, �% �� vane cast iron impeller. compressor oil, and seal lubrication. r Extensive application flexibility— will handle raw sewage, sludges ' Standard engine--John Deere and liquids with solids up to 3-1/2" 6068T Available with a variety of (89mm) in diameter. engines including Cummins, i Caterpillar and Deutz. l u Continuously operated "Godwin" air ejector priming device requiring no Low profile side discharge for easy form of periodic adjustment or pipe connection. control. Balanced unit with centralized lifting bracket for easy handling. Dry running, oil lubricated, g®dw�� 1� mechanical seal with abrasion A variety of silenced units are resistant solid silicon carbide pumps interfaces. available. , H PC eN V i C v Spec I cations IM) tnd Maximum Operating Speed: 120 1 RPM Engine:2450 rpm/Pump: 1200 rpm 110 Maximum Operating Temperature: 30 100 11 PM +212°F(100°C) o Maximum Working Pressure: 52.0 psi(3.6 BAR) S 25 80 1 PM Maximum Suction Pressure: 70 R M 30 psi(2.1 BAR) so Maximum Casing Pressure: 0 15 50 RPM 75 psi(5.2 BAR) a 40 Fuel Tank Capacity: 0 10 105 and 150 gal.sizes available F (397 and 548 liters) 5 20 Fuel Consumption: 10 7.8 gph(29.52[ph)0 2400 rpm 0 0 (full load&max.speed)1000 2000 3000 4000 5000 6000 US GPM Pipe Connections: 12 inch (300mm)ASA 150# 0 60 100 150 200 250 300 360 LJSEC Solids Handling: 3-1/2" (89mm)diameter FLOW e rf o r,in wn,c e I b le M a e II'a l s Pump Casing,Suction Cover,Separation Diesel Set:John Deere 6068T, 151 hp (113kw)@ 2400 rpm, Skid Base Tank and Wearplates: Impeller Diameter: 17 inches (430 mm) Close Grained Cast Iron Pump Shalt: Total Delivery Head—Feet 1-1/2% Nickel/Chromium Steel Non Return Valve Body Ejector Housing: Total Suction 10 20 30 40 50 Close Grained Cast Iron Non Return Valve Flapper: Head—Feet Output—GPM High Nitrile Rubber 10 5810 5620 5000 4490 3115 Mechanical Seal Faces: Solid Silicon Carbide 15 5500 5140 4710 4250 2900 20 4600 4500 4230 3130 1415 g 25 3875 3730 3250 2105 960 Performance data listed in table and curves are based on water tests at pumps sea level and 68° F(20°C). Larger diameter pipes may be required for maximum flows. D ` "i(� ��"°`�roe'^`" DPC300—John Deere 6068T, Skid Base � � �� Weight: 7,265 lbs. (3,295 kg.) One Floodgate Road, Bridgeport, NJ 08014,USA (856)467-3636•Fax:(856)467-4841 Quenington,Cirencester,Glos.,GL7 5BX,UK se• 145' 1,478mm +44(0)1285 750271 • Fax:+44(0)1285 750352 3,683mm 53-3/1B'� E-mail:sales @godwinpumps.com 0 www.godwinpumps.com BRANCH LOCATIONS: o Connecticut•Pennsylvania•New York•Ohio ° T 14 :X o i,818mm Illinois•Maryland•Virginia•West Virginia o Georgia •South Carolina•North Carolina Florida•Texas•Montana•California•Washington 27a/16- 697 4. Sri-Prlme®and the color orange for pumps are registered trademarks azsmm of Godwin Pumps of America,Inc. 3esa� Specifications and illustrations are subject to revislon without notice. copyright 2003-2005 Godwin Pumps of America,Inc. All rights reserved. GPASLO20.1005 �r Critically Silenced f Dri - Prime Pumps he Godwin Critically Silenced enclosure houses the versatile Dri-Prime CD range and HL range pumps in a specially designed, acoustically-silenced enclosure. The Y Critical) mill r, Silenced unit is intended � �r� for use in any application where j� pumping is required and engine fI% i and other noise must be kept � p �r to a minimum. Sound levels are r approximately 69 dBA at 30 feet (9 1l meters). �r J �l l 1 N 1 r �I a A reatures • 14 gauge sheet metal (12 gauge on larger units) enclosure lined with I" and 2" (25mm and 50mm) layers of polydamp acousticoi sound-deadening material. Engine designed with critical grade silenced muffler, silenced priming exhaust, and isolated engine vibration to further reduce operating noise. • Hinged, lockable doors for convenient access to operating controls and service locations. 1 • Entire unit can be unbolted and removed from the DOT highway trailer for added versatility. i l P i i g*cWn pumps MINE MASNfI%k"/�eNDiu146TJ`J�`IIRl9Ti IwIIIIIIIIIIIIIIIIG4� �� Attachment E ROBIN B. HAMERS & ASSOC., INC. 234 E. 17TH ST.,SUITE N CIVIL ENGINEERS • PLANNERS • SURVEYORS COSTA MESA, CA 92627 ...since 1981 Phone 949/548- 1192 Fax 949/548-6516 December 7, 2011 Mr. Scott Carroll General Manager COSTA MESA SANITARY DISTRICT 628 West 191h Street Costa Mesa, CA 92627 Re: Project#195 Installation of Backup Pumping at 4 Stations Proposal for Design Phase Services Dear Scott: Enclosed please find a proposal to complete the design phase for the above project, which consists of installing Godwin backup pumping equipment at four sewer pumping stations; Elden, 23`x, Mendoza, and Victoria pumping stations. The proposal includes determining the location of the Godwin equipment, designing the suction and discharge piping, tying in the new piping to the existing piping, adding another valve vault if necessary, adding the appropriate valves, performing a hydraulic check of the equipment specified by Godwin, and arranging for electrical engineering services. The scope of work also includes placing the project out to bid, attending bid opening, and preparing a staff report to the Board recommending award of the construction contract. This undersigned is very familiar with the four pumping stations included in the project and prepared the design drawings for three of the stations as they exist today. Thank you for the opportunity to prepare this proposal. Please call me at (714) 293-2727 (cell) if you have any questions or comments. Sincerely, 44- Robin B. Hamers, PE RCE 31720 A 1 G It E F G N I J K L PREPARED BY" Robin B.Hamm PE 3 Client: Costa Mesa Sanita District iCMSD District Engineer 4 Pro'ect: Installation ofl3ackup Pumeing at 4 Stations p 5 I� ."""" 6 Job No. 195 7 8 Date: December 3 2011 C aNk 15"mip chm ME PE tJ tlqlac TO(Ol^44 FL* i0 i rewgl mall 4r�ta iantatl�, ttw r WWI 11 1.01 1 Common to all 4 locatious 12 ).1 I I Prepare front end sheets 1,0 4.0 13 1.21 1 Add Godwin notes and details 1.0 2.0 14 1.31 lAdJd:TT R ose Note' 1.0 1.0 15 1.4 Pre ae project specs 1.0 16.0 16 1.5 Prepare engineers estimate 17 1.6 Meetings with Costa Mesa Newport Beach design team 2.0 4.0 18 1.7 Retain cicctrical crl&eering consultant 4.0 4.0 19 1.8 Submit for plan check and make corrections twice 1.0 8.0 20 1.9 Finalize plans andspecs,coordinate printing,and put out to bid 1.0 6.0 21 1.10 Attend bid o enin check references prepare bid tab and sta€f. ort 4.0 4.0 22 1.11 Staffreporl and follow through for sole source purchase 4.0 6.0 23 2.01 1 Items at each pumping station 4 stations ........................ 24 2.1 Obtain basermip information and proare base plan l.0 1 16"0 26 2.2 Add utilities 1.0 8.0 26 23 Field check for street width striping,utility conflicts traffic control 1.0 16.0 2.4 Determine iocation of Godwin um 2" 28 2"5 Desiv of suction and dischar e Pipiniz 2.0 40.0 29 2.6 Design of valve vault if re uired I.0 120 30 2.7 Hydraulic review I.0 4.0 31 2.8 General repair items per field crew 1 1.0 4.0 ............... 321 2.91 Construction notes 1.0 4.0 33 2.10 Coordinate electrical design 1 LO 7,0 ............................... 34 2.11 Review with Godwin engineers 2.0 6.0 35 36 37 38 39 40 i 21,133,50 41 Tartal I. haam Hoiutrs an-d q ce MID 18 G.il 42 1n 1a'aarse Labo ..,m„n Pro ect Team Class Rate Total Cost 43 1 Managing En 'Weer Rob flamers ME 96.5 $3,377.50 44 12) Project En "neer Yef n Tsalyuk 1 96.5 $17,756.00 45 3 Project Inspector Paul Guzman Joe Limon P[ 1 645 $2,064.00