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HomeMy WebLinkAboutCC Resolution 9607 (Stormwater Pump Station Project 1995-96)RESOLUTION NO. 9 6 0 7 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN RAFAEL ACCEPTING THE FINDINGS OF THE PUBLIC WORKS STUDY ENTITLED "SAN RAFAEL STORM WATER PUMP STATION PROJECT 1995-1996—MODERNIZATION AND RENOVATION" AND ADOPTING THE IMPLEMENTATION SCHEDULE AND ALLOCATING FUNDING OF THE PROJECT FROM THE CLEAN STORM WATER FUND IN THE AMOUNT OF $225,000 DURING FISCAL YEAR 1996/97 AND $215,000 DURING FISCAL YEAR 1997/98. BE IT RESOLVED by the Council of the City of San Rafael as follows: WHEREAS, the San Rafael City Council, directed the Public Works Department to study the storm water pump stations in San Rafael; and WHEREAS, the study was performed and compiled by staff of the Engineering Division under the direction of the Public Works Director; and WHEREAS, the purpose of this study was to locate and catalogue deficiencies at each pump station, recommend appropriate repair procedures to correct the deficiencies, and develop cost estimates and an implementation schedule based upon the recommendations. WHEREAS, the Redevelopment Agency, by Resolution 96-27, has accepted the finding of the report and recommended that Council accept the report and adopt the implementation schedule. NOW, THEREFORE, BE IT RESOLVED by the Council of the City of San Rafael that the implementation schedule attached as Exhibit 1 which was developed as a guideline for phasing the work over a ten year period is adopted by Council; and BE IT FURTHER RESOLVED that the funds for the project will be acquired from the Clean Storm Water Fund in the amount of $225,000 during fiscal year 1996/97 and $215,000 during fiscal year 1997/98. BE IT LASTLY RESOLVED that staff shall resubmit an implementation schedule and funding request within the next two years for the remaining phases of the project for Council's consideration and approval. 0� V r p ae I, JEANNE. M. LEONCINI, Clerk of the City of San Rafael, hereby certify that the foregoing resolution was duly and regularly introduced and adopted at a regular meeting of the Council of said City on Monday, the 6"' day of May, 1996, by the following vote, to wit: AYES: COUNCILMEMBERS: Cohen, Heller, Phillips and Mayor Boro NOES: COUNCILMEMBERS: None ABSENT: COUNCILMEMBERS: None JE�LWC�ty Clerk Enclosure (1) 1. Exhibit 1 1 L tear Implementation SchedL.,e Degree of Estimated Pump Station Component Renovation Priory Repair Cost Totals 1996 Canal St. Motor Control Center Urgent 46,900 Canal St. Water Level Control Unit Urgent 3,400 Canal St. Cathodic Protection Important 18,800 Kerner Motor Control Center Urgent 46,900 Kerner Water Level Control Unit Urgent 3,400 Kerner Cathodic Protection Important 18,800 Kerner Structure Urgent 6,700 Montecito Motor Control Center Urgent 46,900 Montecito Water Level Control Unit Urgent 3,400 Montecito Cathodic Protection Important 18,800 Montecito Gravity Bypass System Urgent 9,400 1997 Peacock Motor Control Center Urgent 48,300 Peacock Water Level Control Unit Urgent 3,500 Peacock Slide Gate Urgent 20,700 Peacock Cathodic Protection Important 19,400 Rossi Motor Control Center Urgent 48,300 Rossi Water Level Control Unit Urgent 3,500 Rossi Cathodic Protection Important 19,400 San Quentin Motor Control Center Urgent 48,300 San Quentin Water Level Control Unit Urgent 3,500 1998 Glenwood Motor Control Center Important 49,800 Glenwood Water Level Control Unit Important 3,600 Piombo Motor Control Center Important 49,800 Piombo Water Level Control Unit Important 3,600 San Quentin Cathodic Protection Important 19,900 Second St. Motor Control Center Important 49,800 Second St. Water Level Control Unit Important 3,600 Second St. Cathodic Protection Important 19,900 1999 Canal St. Structure Important 5,900 Cayes Motor Control Center Important 51,300 Cayes Slide Gate Important 20,500 Cayes Pump Discharge Pipes Enhancing 3,000 Cayes Cathodic Protection Important 20,500 Glenwood Cathodic Ptotection Important 20,500 Kerner Slide Gate Enhancing 16,100 Kerner Pump Discharge Pipes Important 4,400 Peacock Pump Discharge Pipes Important 4,400 Piombo Cathodic Protection Important 20,500 Second St. Pump Discharge Flap Gates Important 7,400 Exhibit 1 Page 1/2 $225,000 $215,000 $200,000 $175,000 2000 Canal St. Gravity Bypass System Enhancing 4,600 Cayes Pump Discharge Flap Gates Enhancing 5,300 Glenwood Pump Discharge Flap Gates Important 13,600 Glenwood Gravity Bypass System Enhancing 3,100 Kerner Pump Discharge Flap Gates Enhancing 11,400 Peacock Pressure Chamber Enhancing 7,600 Piombo Gravity Bypass System Enhancing 7,600 Rossi Pumps Important 9,100 Rossi Motors Important 3,100 Rossi Pump Discharge Pipes Important 37,700 Rossi Gravity Bypass System Enhancing 9,100 Rossi Pump Discharge Flap Gates Enhancing 11,400 San Quentin Pressure Chamber Enhancing 6,100 San Quentin Structure Important 3,100 San Quentin Pump Discharge Flap Gates Enhancing 7,600 San Quentin Pump Discharge Pipes Enhancing 3,100 Second St. Gravity Bypass System Enhancing 9,100 $150,000 2001 Rossi Structure Important 77,700 Kerner Bar Screen Important 122,700 $200,000 2002 San Quentin Outfall Line Study Enhancing 48,000 Montecito Bar Screen Important 167,900 $215,000 2003 Canal St. Bar Screen Enhancing 182,800 $185,000 2004 Kerner Pump Station Housing Enhancing 34,000 Rossi Pump Station Housing Enhancing 34,000 Canal St. Pump Station Housing Enhancing 34,000 Cayes Pump Station Housing Enhancing 34,000 Peacock Pump Station Housing Enhancing 34,000 $170,000 2005 Glenwood Pump Station Housing Enhancing 35;000 Montecito Pump Station Housing Enhancing 35,000 Piombo Pump Station Housing Enhancing 35,000 San Quentin Pump Station Housing Enhancing 35,000 Second St. Pump Station Housing Enhancing 35,000 $175,000 TOTAL $1,905,000 Exhibit 1 Page 2/2 .m San pafael pump Station Project Modernization and penovation WCAWN OF PUMP 5WON 51t5 0 O N C O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 p d O N O 0 0 0 0 0 0 0 0 Ltd � 7 Q� NN O O O 00 0 0o 00 0 O 0 C 0 M o r N M N N O ti � C E d p o�CD O O O O E — cc0CD CD cN LLO CT N L6 LO O O N L d O y 'p CD r O O O p yo� 0 M rn Ul Ld V- 04 a L. o- ti °' OO o C O C ---- o 0 to co o LO 16 N N �y O =O 3 = O O O 0 O O 0 O O 0 O O 0 O O 0 O O 0 O O 0 O O 0 O O 0 O O p O Q O r+� vel d L m .0 _ W C r- 0 CL E Uj co o 0 O 1� ---------- Ln N O 000000000 O O LO O O M u') I� O O N o O O O N o m O O w tri M O &L6 N o IIIw o CO 0 0 O N o m o O 0 t{ j d' O O 0 IA to N V r+ C L � O COD O LU) O LV) O u O co O L� O O M M co Z 0 ~ Q H U) d C -i U) C v cn C v N � U. 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