Sewers & Storm Drains - City of PasadenaSewers and Storm Drains NPDES - Storm Water Pollution Prevention Program 76290 76290 NPDES - Storm Water Pollution Prevention Program Priority

Sewers & Storm DrainsSewers & Storm Drains

FY 2009 - 2014 Capital Improvement ProgramSewers and Storm Drains

TotalEstimated

CostFY 2011 to 2014Estimated CostPriority Description

AppropriatedThroughFY 2008

AdoptedFY 2009

ProposedFY 2010

Preventive Maintenance - Sewer System (76267)1 12,503,751 3,663,751 450,000 450,000 7,940,000

Preventive Maintenance - Corrugated Metal Pipe (CMP) Storm Drains (76473)

2 2,711,000 1,231,000 120,000 60,000 1,300,000

Sewer Inspection and Evaluation Program (76270)3 1,950,000 1,950,000 0 0 0

Preventive Maintenance - Curbs and Gutters (76358)4 5,366,000 3,706,000 150,000 150,000 1,360,000

Storm Drain Structure Repairs and Improvements - Various Locations (76283)5 1,920,000 1,490,000 30,000 90,000 310,000

NPDES - Storm Water Pollution Prevention Program (76290)6 1,220,000 720,000 100,000 100,000 300,000

Drainage Improvements on Streets With Flat Grades (76508)7 1,800,000 800,000 200,000 200,000 600,000

Rehabilitation of Arroyo Parkway Storm Drain from Holly Street to South City Limit (76538)

8 1,637,000 250,000 396,000 0 991,000

Sewer Pump Station Replacement at 1865 N. Rosemont Avenue (76531)9 162,200 90,000 0 0 72,200

Laguna Road Trunk Sewer - Rehabilitation (76534)10 1,889,500 1,489,500 0 0 400,000

Holly Street Bridge Storm Drain Replacement (76385)11 224,000 126,000 0 0 98,000

El Mirador Tract Storm Drain (76390)12 900,000 610,302 0 0 289,698

East Side Storm Drain Improvements (76325)13 8,743,470 5,203,470 0 150,000 3,390,000

Sewer Capacity Upgrades at Various Locations (76999)14 14,000,000 1,218,441 379,000 0 12,402,559

Euclid Avenue Storm Drain - Alpine Street to Allendale Road, and Allendale Road to Los Robles Avenue

15 1,870,000 0 0 0 1,870,000

Busch Garden Sewer Pump Station16 552,000 0 0 0 552,000

Putney Road Storm Drain Replacement/Extension17 345,000 0 0 0 345,000

Remove Cross Gutter, Construct Storm Drain at Walnut St. and Parkwood Ave.18 207,000 0 0 0 207,000

Arroyo Boulevard and Stanton Street Storm Drain19 1,013,000 0 0 0 1,013,000

Sequoia Drive Sump and Anita Drive Sump to Avenue 64 and Nithsdale Storm Drain

20 1,054,000 0 0 0 1,054,000

Orange Grove Boulevard Drainage Improvements21 1,071,000 0 0 0 1,071,000

California Boulevard Storm Drain - Pasadena Avenue to St. John Avenue22 255,000 0 0 0 255,000

Bellefontaine Storm Drain - Fairmont Avenue to St. John Avenue23 612,000 0 0 0 612,000

6 - Summary


TotalEstimated

CostFY 2011 to 2014Estimated CostPriority Description


AdoptedFY 2009

ProposedFY 2010

Raymond Avenue Storm Drain - Maple Street to Villa Street24 667,000 0 0 0 667,000

Villa Street Storm Drain - Summit Avenue to Raymond Avenue25 265,000 0 0 0 265,000

Manford Way Sewer Access26 223,000 0 0 0 223,000

1,200,00063,160,921 22,548,464 1,825,000 37,587,457Total

6 - Summary


Preventive Maintenance - Sewer System76267

Preventive Maintenance - Sewer System76267Priority DescriptionProject No.

1 FY 2011 to 2014Estimated Cost

AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

15,000 15,000 0 0 0City of La Canada Flintridge12,488,751 3,648,751 450,000 450,000 7,940,000Sewer Maintenance and Construction Fund12,503,751 3,663,751 450,000 450,000 7,940,000

Maintenance to Sewer System DESCRIPTION: This project provides for the systematic repair, rehabilitation, or replacement of the City's sewer collection system. The system consists of 311 miles of sewer pipes ranging in size from 6-inch to 30-inch in diameter. This is a twenty-year program.

JUSTIFICATION: Although cleaned and maintained on a regular basis, the system is aged and suffers from a variety of defects. Pipes are subject to breakage from wear and tear, earthquake movements, improper installation, protruding house connections, and chemical corrosion.

SCHEDULE: This is an ongoing project. Work will be conducted based on the findings of the yearly sewer inspection and evaluation.

RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Land Use Element by continuing to implement capital improvements which will maintain or rehabilitate infrastructure.

IMPACT ON THE NORTHWEST: Approximately 25 percent of this project is located in Northwest Pasadena which is an area that has been targeted for revitalization.

HISTORY: This project was created and received initial funding in FY 1990.

Total

6.1


Preventive Maintenance - Corrugated Metal Pipe (CMP) Storm Drains76473

Preventive Maintenance - Corrugated Metal Pipe (CMP) Storm Drains

76473Priority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

2,711,000 1,231,000 120,000 60,000 1,300,000Sewer Maintenance and Construction Fund2,711,000 1,231,000 120,000 60,000 1,300,000

Corrugated Metal Pipe DESCRIPTION: This project provides for the inspection and systematic lining or replacement of portions of corrugated metal pipe (CMP) storm drains throughout the City. The City has 6,456 lineal feet of CMP storm drains that were installed from 1925 to 1953. Several of these drains are rusted and are in immediate need of repair.

JUSTIFICATION: The old corrugated metal pipes are an integral part of the City's storm drain system. Many of these pipes are in various stages of deterioration depending on their slope, age, and the type of soil surrounding them. Some of the CMPs have been televised to determine the extent of deterioration. Repair priorities will be based upon the need to protect each slope.

SCHEDULE: Video inspection of corrugated metal culverts and storm drainage pipe systems was completed in FY 2007. In FY 2008, repair or rehabilitation of failed pipes began based on the evaluation of the inspection results and will continue into FY 2009.

RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan in that the City is almost fully built out and the drainage system elements, particularly older facilities, are subject to ongoing repair, replacement, or modification.

IMPACT ON THE NORTHWEST: Approximately five percent of this project is located in Northwest Pasadena which is an area that has been targeted for revitalization.


Total

6.2


Sewer Inspection and Evaluation Program76270

Sewer Inspection and Evaluation Program76270Priority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

1,950,000 1,950,000 0 0 0Sewer Maintenance and Construction Fund1,950,000 1,950,000 0 0 0

Sewer Inspection DESCRIPTION: This project provides for the annual, systematic inspection and evaluation of the City's 311-mile sewer collection system. Each year, beginning in FY 2004 and ending in FY 2009, approximately 20 percent, or 62 miles of the system, will be visually inspected by televising the inside of the pipe. When defects are identified, they will be repaired under the "Preventive Maintenance - Sewer System" project.

JUSTIFICATION: Although cleaned and maintained on a regular basis, the system is aged and suffers from a variety of defects which can only be determined by a visual inspection of the inside of the pipe. Offset joints and depressed pipe sections can cause deposition of solids, reduction in the hydraulic efficiency of the pipe, and can inhibit the normal maintenance procedures.

SCHEDULE: In FY 2009, sewer inspection and evaluation will be completed.


IMPACT ON NORTHWEST: Approximately 25 percent of this project is located in Northwest Pasadena which is an area that has been targeted for revitalization.

HISTORY: This project was created in FY 2004 and fully funded in FY 2008.

Total

6.3


Preventive Maintenance - Curbs and Gutters76358

Preventive Maintenance - Curbs and Gutters76358Priority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

115,000 115,000 0 0 0Federal Surface Transportation Program4,926,000 3,266,000 150,000 150,000 1,360,000Sewer Maintenance and Construction Fund

325,000 325,000 0 0 0Traffic Congestion Relief Program5,366,000 3,706,000 150,000 150,000 1,360,000

Preventative Maintenance - Curbs and Gutter DESCRIPTION: This project provides for the annual repair of broken or raised concrete curbs and gutters along City streets.

JUSTIFICATION: The curb and gutter system is an integral part of the City's drainage system by conveying surface runoff to the appropriate drainage structure. It also protects the streets from water seepage which will prevent early deterioration of the street surface. The majority of the necessary repairs are due to tree roots uplifting the curbs and gutters.

SCHEDULE: Curb and gutter repair will continue in advance of resurfacing and slurry sealing of streets as needed.

RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan by encouraging a high level of maintenance of existing facilities. It also encourages quality public service through efficient management.

IMPACT ON THE NORTHWEST: A proportionate amount of this project is located in Northwest Pasadena which is an area that has been targeted for revitalization.


Total

6.4


Storm Drain Structure Repairs and Improvements - Various Locations76283

Storm Drain Structure Repairs and Improvements - Various Locations76283Priority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

14,666 14,666 0 0 0Private Capital1,905,334 1,475,334 30,000 90,000 310,000Sewer Maintenance and Construction Fund1,920,000 1,490,000 30,000 90,000 310,000

Damaged Storm Drain DESCRIPTION: This project provides for the repair of damaged storm drain structures and minor improvements of storm drain facilities at various locations throughout the City on an ongoing basis.

JUSTIFICATION: Existing damaged, substandard, or missing structures result in inefficient operation and create risk-prone facilities.

SCHEDULE: This is an ongoing project and work will be done on an as-needed basis.




Total

6.5


NPDES - Storm Water Pollution Prevention Program76290

NPDES - Storm Water Pollution Prevention Program76290Priority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

1,220,000 720,000 100,000 100,000 300,000Sewer Maintenance and Construction Fund1,220,000 720,000 100,000 100,000 300,000

National Pollutant Discharge Elimination System (NPDES) DESCRIPTION: This project provides for the implementation of procedures and the installation of devices to prevent the pollution of storm water Citywide.

JUSTIFICATION: The National Pollutant Discharge Elimination System (NPDES) permit issued by the Regional Water Quality Control Board requires the City to take steps necessary to reduce and/or eliminate pollution in storm water runoff. The Trash Total Maximum Load (TMDL) requires the total elimination of trash in the storm drain system by 2013.

SCHEDULE: Various items of work will be done annually to comply with the schedule contained in the permit and the trash TMDL, including the continuation of the installation of the trash capture system and televising of larger storm drain pipes for illegal connections. Construction of the first phase of catch basin modifications to comply with the Trash TMDL began in FY 2008 and will be completed in FY 2009. The remaining phases will be constructed as funds become available.


IMPACT ON THE NORTHWEST: Portions of this project are located in Northwest Pasadena which is an area that has been targeted for revitalization.


Total

6.6


Drainage Improvements on Streets With Flat Grades76508

Drainage Improvements on Streets With Flat Grades76508Priority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

1,800,000 800,000 200,000 200,000 600,000Sewer Maintenance and Construction Fund1,800,000 800,000 200,000 200,000 600,000

Curb Drainage DESCRIPTION: This project provides for drainage improvements on streets with flat grades throughout the City. The work involves the reconstruction of curb, gutter, and pavement as necessary to correct drainage problems.

JUSTIFICATION: Many streets in the City have flat longitudinal grades. The roots of street trees have uplifted the curb, gutter, and pavement on the streets creating areas of ponding water. Standing water is a serious health and safety nuisance and should be eliminated.

SCHEDULE: In FY 2009, the following flat streets are scheduled for design and repair:

• Pinehurst Drive - Oak Knoll Avenue to Wentworth Avenue• Ashtabula Street - Los Robles Avenue to Madison Avenue• Buckeye Street - Oakland Avenue to El Molino Avenue• Belvidere Street - El Molino Avenue to Palm Terrace• Atchison Street - Marengo Avenue to Garfield Avenue• Howard Street - Wesley Avenue to Bresee Avenue• Loma Vista Street - Hill Avenue to Sierra Bonita Avenue

RELATIONSHIP TO THE GENERAL PLAN: This project is consistent with the Public Facilities Element Objective 5 of the General Plan by continuing to implement capital improvements which will maintain or rehabilitate infrastructure.

IMPACT ON THE NORTHWEST: Portions of this project for future years are located in Northwest Pasadena which is an area of the City that has been targeted for revitalization.


Total

6.7


Rehabilitation of Arroyo Parkway Storm Drain from Holly Street to South City Limit76538

Rehabilitation of Arroyo Parkway Storm Drain from Holly Street to South City Limit

76538Priority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

1,637,000 250,000 396,000 0 991,000Sewer Maintenance and Construction Fund1,637,000 250,000 396,000 0 991,000

Arroyo Parkway Storm Drain DESCRIPTION: This project provides for the repair of defects on the Broadway storm drain. The Broadway storm drain is a large, concrete-arch storm drain on Arroyo Parkway between Holly Street and the South City Limit.

JUSTIFICATION: An inspection of the Broadway storm drain in 2003 revealed numerous and significant defects such as extensive exposure and deterioration of reinforcement steel. Repair of the defects is necessary to ensure that the top of the storm drain does not deteriorate and collapse.

SCHEDULE: Design for repairs from Colorado Boulevard to Del Mar Avenue was completed in FY 2008 and construction will begin in FY 2009.

RELATIONSHIP TO GENERAL PLAN: This project is consistent with Land Use Element Policy 7.4 by continuing to implement capital improvements which will maintain or rehabilitate infrastructure, including improvements related to upgrading the sewer system.


Total

6.8


Sewer Pump Station Replacement at 1865 N. Rosemont Avenue76531

Sewer Pump Station Replacement at 1865 N. Rosemont Avenue76531Priority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

162,200 90,000 0 0 72,200Sewer Maintenance and Construction Fund162,200 90,000 0 0 72,200

Rosemont Sewer Pump Station DESCRIPTION: This project provides for the rehabilitation and upgrade of an existing sewer pump station including a standby generator with electric panel upgrade, emergency dial-out service, and minor improvements such as venting and lighting to the station structure. This station lifts sewage from approximately forty residences up 120 feet to a gravity sewer in Arroyo Boulevard.

JUSTIFICATION: Current practice calls for the installation of a standby generator to prevent sewage spills in the event of a power outage. Construction of a gravity sewer on Rosemont Avenue is not economically feasible.

SCHEDULE: The installation of two new pumps with a corresponding motor and all required plumbing was completed in December 2004. The installation of the generator will be completed when funds become available.

RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan by encouraging a high level of maintenance of existing facilities.

IMPACT ON THE NORTHWEST: This project is located in Northwest Pasadena which is an area that has been targeted for revitalization.


Total

6.9


Laguna Road Trunk Sewer - Rehabilitation76534

Laguna Road Trunk Sewer - Rehabilitation76534Priority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

1,889,500 1,489,500 0 0 400,000Sewer Maintenance and Construction Fund1,889,500 1,489,500 0 0 400,000

Laguna Road Trunk Sewer Repair DESCRIPTION: This project provides for the closed-circuit television inspection and appropriate rehabilitation of the sewer in Laguna Road between Hermosa Road and Arroyo Boulevard.

JUSTIFICATION: This sewer has a history of unexplained blockages that have caused sewage backups into homes along Laguna Road and adjacent side streets. Failure to maintain this sewer in a good state of repair could lead to additional flow blockages, pipe failure and/or sewer spills that pose a threat to public health and result in higher maintenance costs. It will be necessary to replace or rehabilitate all 4,800 feet of this undersized and deteriorated line that serves an 820-acre area with 19.6 miles of tributary sewers feeding into it.

SCHEDULE: In FY 2007, the deficient and defective pipes at Burleigh Drive south of San Remo Road were replaced. The deficient and defective pipes north of Lagunita Road to north of La Loma Road will be replaced when funds become available.



Total

6.10


Holly Street Bridge Storm Drain Replacement76385

Holly Street Bridge Storm Drain Replacement76385Priority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

224,000 126,000 0 0 98,000Sewer Maintenance and Construction Fund224,000 126,000 0 0 98,000

Holly Street Storm Drain DESCRIPTION: This project provides for the replacement of about 250 feet of 12-inch corrugated metal pipe (CMP) with 18-inch reinforced concrete pipe, the relocation of a catch basin, and curb realignment. This project begins east of the Holly Street Bridge and continues down the slope to the Arroyo Seco channel.

JUSTIFICATION: The existing 12-inch CMP drain, which is more than seventy years old, is undersized and deteriorating. The existing catch basin is not properly located.

SCHEDULE: Design began in FY 2006 and was completed in FY 2007. Construction will begin when funds become available.

RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Mobility Element of the General Plan in that the City is almost fully built out and the drainage system elements, particularly older facilities, are subject to ongoing repair, replacement, or modification efforts.

HISTORY: This project was created in FY 1997 and received initial funding in FY 2007.

Total

6.11


El Mirador Tract Storm Drain76390

El Mirador Tract Storm Drain76390Priority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

610,302 610,302 0 0 0Private Capital289,698 0 0 0 289,698Unfunded900,000 610,302 0 0 289,698

El Mirador Tract Storm Drain DESCRIPTION: The developer of the El Mirador Tract (No. 41465) did not complete all of the storm drain requirements for this subdivision. This project provides for the completion of the storm drain system per the Los Angeles County Public Works Department's standards, which includes construction of debris barriers, modification of debris basins and storm drains, and miscellaneous punch list work as well as easement preparation and processing.

JUSTIFICATION: Completion of this storm drain system will eliminate flooding during rainstorms and will control the potential debris resulting from a fire/flood cycle. This system will be maintained by the County when completed.

SCHEDULE: The current scope of this project will be reviewed by the Los Angeles County Public Works Department and a new cost estimate will be developed. Scheduling will depend upon the results of this review.

RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan by enhancing the delivery of a high level of public services as a means of maintaining or improving the City's urban environment and raising the quality of life for its residents. It is also consistent with the Mobility Element by providing drainage systems for new development.

HISTORY: This project was created in FY 1993. Through litigation, the City was awarded a judgment, and the private funds were received in FY 2000.

Total

6.12


East Side Storm Drain Improvements76325

East Side Storm Drain Improvements76325Priority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

1,150,000 1,150,000 0 0 0Certificates of Participation (1996 Issue)2,358,000 2,358,000 0 0 0Certificates of Participation (1990 Infrastructure Issue)

5,470 5,470 0 0 0Private Capital2,565,000 1,690,000 0 150,000 725,000Sewer Maintenance and Construction Fund2,665,000 0 0 0 2,665,000Unfunded8,743,470 5,203,470 0 150,000 3,390,000

East Side Storm Drain DESCRIPTION: This project provides for the improvement of the East Side Storm Drain between Colorado Boulevard and the North City Limits. Phase I, which was completed in FY 1993, included structural repairs to the soffit of the drain. Phase II involves the covering of various reaches of the channel listed below. (Note: There was no Phase II-I).

Phase IIA - Woodbury Rd. to Highland St. (completed FY 1993) Phase IIB - Elizabeth St. to Howard St. (completed FY 1995)Phase IIC - Wright Ave. to Elmira St. (completed FY 1995) Phase IID - Highland St. to Flower St. (completed FY 1997)Phase IIE & IIH - Marion Ave. to Sierra Bonita Ave./Colorado Blvd.

(completed FY 1999)Phase IIF - Catalina Ave. to Wilson Ave. (completed FY 1996)Phase IIG - Belvidere St. to Mountain St. (completed FY 2005)

Phase IIH - West of Sierra Bonita Avenue (completed FY 1999)Phase IIJ - Harkness Ave. to Marion Ave. (completed FY 2001)Phase IIK - Hill Ave. to Harkness Ave. (completed FY 2001)Phase IIL - Lake Ave. to Mentor Ave.Phase IIM - Mountain St. to Wright Ave. Phase IIN - Mentor Ave. to Catalina Ave.Phase IIO - Atchinson St. to Penn St.Phase IIP - Penn St. to Elizabeth St.Phase IIQ - Michigan Ave. to Chester Ave. Phase IIR - Chester Ave. to Holliston Ave.

Total

6.13


East Side Storm Drain Improvements76325

JUSTIFICATION: The open sections of the drain suffer maintenance problems because of natural vegetation and illegal dumping. In addition, they present security problems for residents of adjoining properties.

SCHEDULE: The tract map for Phase IIG will be completed in FY 2009. The next phase will be completed when funds become available.




6.13


Sewer Capacity Upgrades at Various Locations76999

Sewer Capacity Upgrades at Various Locations76999Priority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

504,441 325,441 179,000 0 0Private Capital1,093,000 893,000 200,000 0 0Sewer Maintenance and Construction Fund

12,402,559 0 0 0 12,402,559Unfunded14,000,000 1,218,441 379,000 0 12,402,559Total

6.14



DESCRIPTION: This project provides for the replacement or relief of existing sewer pipes that are hydraulically deficient. Deficiencies consist of 8.55 miles of sewer main at the following locations:

1. Arroyo Parkway from California Boulevard to Glenarm Street - COMPLETED2. Sierra Madre Boulevard from Colorado Boulevard to Mohawk Street3. Colorado Boulevard from Grand Oaks Avenue to Sierra Madre Boulevard4. Allen Avenue n/o San Pasqual Street5. Homet Road at Allen Avenue6. Washington Boulevard from Arroyo Boulevard to Forest Avenue7. Forest Avenue from Hammond Street to Everts Street8. Forest Avenue from Westgate Street to 190 feet north9. Park Street from Garfield Avenue to Garfield Avenue10. Villa Street from Garfield Avenue to Garfield Avenue11. Los Robles Avenue from Mountain Street to Orange Grove Boulevard12. Los Robles Avenue from Orange Grove Boulevard to Maple Street13. Los Robles Avenue from Jackson Street to Adena Street14. El Molino Avenue from Mountain Street to 370 feet south15. North Lake Avenue from Earlham Street to Villa Street16. North Lake Avenue from Villa Street to Maple Street17. Mar Vista Avenue from Villa Street to Maple Street18. Villa Street from Wilson Avenue to Mar Vista Avenue

6.14



19. Hampton Road from Hasting Ranch Drive to 300 feet east20. Hastings Ranch Road from 148 ft n/o Newhaven Road to Hampton Road21. El Molino Avenue from Rio Grande Street to Washington Boulevard22. Colorado Boulevard from Euclid Avenue to Los Robles Avenue23. Del Mar Boulevard from Euclid Avenue to Los Robles Avenue24. Colorado Boulevard from Hudson Avenue to Lake Avenue25. Altadena Drive from Dudley Street to 77 feet south26. Sierra Madre Boulevard from Medford Road to Hastings Ranch Drive27. Sunset Avenue from 78 feet s/o Glorieta Street to Poplar Lane28. North Garfield Avenue from Villa Street to Maple Street29. Hill Avenue from Villa Street to Monte Vista Street30. Hill Avenue from Orange Grove Boulevard to Monte Vista Street 31. Green Street from Mills Place to Fair Oaks Avenue32. De Lacey Avenue from Valley Street to Orange Place33. Orange Place from De Lacey Avenue to Fair Oaks Avenue34. Del Mar Boulevard from Fair Oaks Avenue to Raymond Avenue35. California Boulevard from Fair Oaks Avenue to Raymond Avenue36. Annandale golf course sewer east of Patrician Way37. Nithsdale Road from San Rafael Avenue to San Miguel Road38. Laguna Road from Lagunita Road to south of Hermosa Road39. La Loma Road from Laguna Road to 400 feet west40. Laguna Road from La Loma to 300 feet south41. Laguna Road from La Loma Road to 600 feet north42. Laguna Road from Hillside Terrace to San Rafael Avenue43. Arroyo Boulevard from San Rafael to 68 feet s/o Columbia Street44. Arroyo Boulevard from 200 feet n/o Bellefontaine Street to 888 S Arroyo Boulevard45. Arroyo Boulevard from 888 South Arroyo Boulevard to north of Grand Avenue46. South Marengo Avenue from 900 feet s/o Euclid Avenue to 600 feet n/o Los Robles Avenue47. South Marengo Avenue from Euclid Avenue to 750 feet south48. Green Street north from El Molino Avenue to Oak Knoll Avenue49. Green Street south from Hudson Avenue to 220 feet west50. Green Street south from Shoppers Lane to Mentor Avenue51. Green Street south from w/o Catalina Avenue to Hill Avenue52. Michillinda Avenue from Mayfair Drive to Foothill Boulevard53. Fair Oaks Avenue from Glenarm Street to State Street 54. Columbia Place from State Street to Columbia Street55. Columbia Street from Pasadena Avenue to Columbia Place56. Glenarm Street from Fair Oaks Avenue to Raymond Avenue57. Glenarm Street from Marengo Avenue to 300 feet east

6.14



58. Fair Oaks Avenue from Arlington Drive to Glenarm Street59. Los Robles Avenue from Alpine Street to Glenarm Street60. Los Robles Avenue from 250 feet n/o Alpine St to 500 feet n/o Alpine Street61. Fillmore Street from Los Robles Avenue to Oakland Avenue 62. California Boulevard from Madison Avenue to El Molino Avenue63. Mentor Avenue from Cornell Road to 320 feet south64. Linda Vista Avenue from Mira Vista Terrace to 400 feet north65. Green Street south east of Marengo Avenue

JUSTIFICATION: The Master Sewer Plan (MSP) adopted by the City Council on January 22, 2007, identified specific improvements required to accommodate current and future demands on the system. The construction of these improvements will improve the reliability of the sewer system and reduce the need for extraordinary maintenance and monitoring of sewer segments that meet or exceed desirable operating levels.

SCHEDULE: Construction of the Arroyo Parkway Sewer improvement from California Boulevard to Glenarm Street was completed in FY 2008. In FY 2009, repairs will be constructed in Los Robles from Jackson Street to Adena Street, and in Mar Vista from Maple Street to 360 feet north.

RELATIONSHIP TO THE GENERAL PLAN: This project is consistent with the Public Facilities Element Objective 5 of the General Plan by continuing to implement capital improvements which will maintain or rehabilitate infrastructure.

SPECIAL CONSIDERATION: In FY 2008, a new Sewer Facility Charge (SFC) was established. This is a one-time charge on new development for current and future sewer capacity upgrade projects. This is the primary funding source for this project.

IMPACT ON THE NORTHWEST: Portions of this project are located within Northwest Pasadena which is an area of the City that has been targeted for revitalization.


6.14




Priority DescriptionProject No.15 FY 2011 to 2014

Estimated CostAdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

1,870,000 0 0 0 1,870,000Unfunded1,870,000 0 0 0 1,870,000

Euclid Avenue Storm Drain DESCRIPTION: This project provides for the construction of a storm drain in Euclid Avenue from Alpine Street to south of Allendale Road and east to Los Robles Avenue.

JUSTIFICATION: During heavy rainstorms, flooding and property damage occurs at 1395 and 1405 S. Los Robles Avenue. Street flooding also occurs on Euclid Avenue near an elementary school and a high school during rainstorms. This project will eliminate the flooding on Euclid Avenue, and alleviate the private property flooding. In addition, a culvert at Glenarm Street can be eliminated.

SCHEDULE: This project will be designed and constructed when funds become available.

RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan in that the City is almost fully built out and the drainage system elements, particularly older facilities, are subject to ongoing repair, replacement, or modification efforts.

HISTORY: This project was created in FY 1990 and is currently unfunded.

Total

6.15


Busch Garden Sewer Pump Station

Busch Garden Sewer Pump StationPriority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

552,000 0 0 0 552,000Unfunded552,000 0 0 0 552,000

Busch Gardens Sewer Pump Station DESCRIPTION: This project provides for the construction of a gravity sewer to replace the existing Busch Garden sewer pump station.

JUSTIFICATION: This project will reduce daily maintenance and potential major facility maintenance as well as reducing the risk of sewage spills.

SCHEDULE: This project will be completed once funding has been identified.

RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan by encouraging a high level of maintenance of existing facilities.

SPECIAL CONSIDERATIONS: Right-of-way acquisition is required for this project. Actual right-of-way acquisition costs may vary considerably from the estimated cost.


Total

6.16


Putney Road Storm Drain Replacement/Extension

Putney Road Storm Drain Replacement/ExtensionPriority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

345,000 0 0 0 345,000Unfunded345,000 0 0 0 345,000

Putney Road Storm Drain DESCRIPTION: This project will replace approximately 600 feet of corrugated metal pipe (CMP) in Putney Road and extend the drain an additional 300 feet through private property. The pipe will be replaced with 24-inch reinforced concrete pipe (RCP). An appropriate outlet structure will be constructed at the downstream end.

JUSTIFICATION: The existing storm drain system is over 50 years old and has no manholes for access. Portions of the drain are within the public right-of-way and portions are on private property. The condition of the CMP is unknown and if it fails during a heavy rainfall it will cause considerable damage within the public right-of-way as well as on private property.


RELATIONSHIP TO THE GENERAL PLAN: This project is consistent with Strategy 200 of the Public Facilities Element of the General Plan in that the City is almost fully built out and the drainage system elements, particularly older facilities, are subject to ongoing repair, replacement, and modification.


Total

6.17


Remove Cross Gutter, Construct Storm Drain at Walnut St. and Parkwood Ave.

Remove Cross Gutter, Construct Storm Drain at Walnut St. and Parkwood Ave.



ProposedFY 2010


TotalEstimated

Cost

207,000 0 0 0 207,000Unfunded207,000 0 0 0 207,000

Location of Storm Drain DESCRIPTION: This project provides for the replacement of the existing cross-gutter in Walnut Street with a culvert or a storm drain. Construction of a culvert will take the water south to Parkwood Avenue. If a storm drain is selected it will take the runoff 400 feet west to Allen Avenue.

JUSTIFICATION: Removal of the railroad hump at the west end of Foothill Boulevard has increased the amount of runoff to this cross-gutter. The existing gutter forms an abrupt dip in Walnut Street and flows deeper than intended because of this excess flow. The current gutter is inconvenient to motorists driving on Walnut Street.


RELATIONSHIP TO THE GENERAL PLAN: This project is consistent with the Land Use Element by continuing to implement capital improvements that will maintain or rehabilitate infrastructure.


Total

6.18


Arroyo Boulevard and Stanton Street Storm Drain

Arroyo Boulevard and Stanton Street Storm DrainPriority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

1,013,000 0 0 0 1,013,000Unfunded1,013,000 0 0 0 1,013,000

Arroyo/Stanton Storm Drain DESCRIPTION: This project provides for the construction of a storm drain from Arroyo Boulevard and Stanton Street to the Arroyo Seco Channel at Washington Boulevard including a lateral in Rosemont Avenue.

JUSTIFICATION: The existing corrugated metal pipe culvert systems are inadequate and deteriorating.


RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan by enhancing the delivery of a high level of public services as a means of maintaining or improving the City's urban environment and raising the quality of life for its residents.



Total

6.19






ProposedFY 2010


TotalEstimated

Cost

1,054,000 0 0 0 1,054,000Unfunded1,054,000 0 0 0 1,054,000

Sequoia/Anita Sump Drain DESCRIPTION: This project provides for the construction of a storm drain from Avenue 64 and Nithsdale Road to an existing system in Malcolm Drive north of Glenullen Drive and the reconstruction of portions of the existing system in Sequoia Drive and Anita Drive.

JUSTIFICATION: The existing culvert system is inadequate and may cause flooding on private property.


RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan by enhancing the delivery of a high level of public services as a means of maintaining or improving the City's urban environment and raising the quality of life for its residents.


Total

6.20


Orange Grove Boulevard Drainage Improvements

Orange Grove Boulevard Drainage ImprovementsPriority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

1,071,000 0 0 0 1,071,000Unfunded1,071,000 0 0 0 1,071,000

Orange Grove Boulevard Drainage Improvements DESCRIPTION: This project provides for the construction of catch basins at the intersection of Orange Grove Boulevard and Hamilton Avenue; a storm drain at the intersection of Orange Grove Boulevard and Sinaloa Avenue; and the construction of curb and gutter on Orange Grove Boulevard between Hamilton and Craig Avenues.

JUSTIFICATION: These intersections do not drain properly due to the flat grades on Orange Grove Boulevard. The ponding water creates health, odor, and safety problems and leads to accelerated pavement deterioration.


RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Mobility Element in that the City is almost fully built out, and the system elements, particularly older facilities, are subject to ongoing repair, replacement, or modification efforts.


Total

6.21


California Boulevard Storm Drain - Pasadena Avenue to St. John Avenue

California Boulevard Storm Drain - Pasadena Avenue to St. John Avenue



ProposedFY 2010


TotalEstimated

Cost

255,000 0 0 0 255,000Unfunded255,000 0 0 0 255,000

California Boulevard Storm Drain DESCRIPTION: This project provides for the construction of a 24-inch storm drain system in California Boulevard from Pasadena Avenue approximately 500 feet west to the intersection of St. John Avenue. The system will drain this heavily traveled intersection.

JUSTIFICATION: This drain will be located within the SR710 Freeway right-of-way. Plans to construct a bridge over the future freeway at this location are on hold. The intersection at California Boulevard and St. John Avenue floods during heavy rains and becomes a safety hazard due to the heavy volume of traffic.


RELATIONSHIP TO THE GENERAL PLAN: This project is consistent with Strategy 200 of the Public Facilities Element of the General Plan in that the City is almost fully built out and the drainage system elements, particularly older facilities, are subject to ongoing repair, replacement, and modification.


Total

6.22


Bellefontaine Storm Drain - Fairmont Avenue to St. John Avenue

Bellefontaine Storm Drain - Fairmont Avenue to St. John AvenuePriority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

612,000 0 0 0 612,000Unfunded612,000 0 0 0 612,000

Bellefontaine Storm Drain DESCRIPTION: This project involves the construction of a 24-inch storm drain system in Bellefontaine Street from Fairmont Avenue (private) approximately 1,200 feet west to the intersection of St. John Avenue. The system will drain this heavily traveled intersection.

JUSTIFICATION: This drain will be located within the SR710 Freeway right-of-way. Plans to construct a bridge over the future freeway at this location are on hold. The intersection at Bellefontaine Street and St. John Avenue floods during heavy rains and becomes a traffic hazard due to the heavy volume.


RELATIONSHIP TO THE GENERAL PLAN: This project is consistent with Strategy 200 of the Public Facilities Element of the General Plan in that the City is almost fully built out and the drainage system elements, particularly older facilities, are subject to ongoing repair, replacement and modification.


Total

6.23


Raymond Avenue Storm Drain - Maple Street to Villa Street

Raymond Avenue Storm Drain - Maple Street to Villa StreetPriority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

667,000 0 0 0 667,000Unfunded667,000 0 0 0 667,000

Raymond Avenue Storm Drain DESCRIPTION: This project provides for the construction of storm drain facilities in Raymond Avenue from Maple Street to Villa Street.

JUSTIFICATION: The existing cross-gutter dips at Raymond Avenue and Villa Street and floods during rainstorms. In addition, nuisance water is inconvenient for traffic and causes deterioration of the pavement.


RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Mobility Element of the General Plan in that the City is almost fully built out and the drainage system elements, particularly older facilities, are subject to ongoing repair, replacement, or modification efforts.



Total

6.24


Villa Street Storm Drain - Summit Avenue to Raymond Avenue

Villa Street Storm Drain - Summit Avenue to Raymond AvenuePriority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

265,000 0 0 0 265,000Unfunded265,000 0 0 0 265,000

Villa Street Storm Drain DESCRIPTION: This project provides for the construction of storm drain facilities in Villa Street from Summit Avenue to Raymond Avenue.

JUSTIFICATION: The existing cross-gutter dips in Villa Street at Summit Avenue and floods during rainstorms. In addition, nuisance water is inconvenient for traffic and causes deterioration of the pavement.


RELATIONSHIP TO GENERAL PLAN: This project is consistent with the Public Facilities Element of the General Plan in that the City is almost fully built out and the drainage system elements, particularly older facilities, are subject to ongoing repair, replacement, or modification efforts.

SPECIAL CONSIDERATIONS: This storm drain will connect to the proposed Raymond Drain. Alternative street modifications will be evaluated as a permanent solution to the problem and may impact the scope and cost of this project.



Total

6.25


Manford Way Sewer Access

Manford Way Sewer AccessPriority DescriptionProject No.


AdoptedFY 2009

ProposedFY 2010


TotalEstimated

Cost

223,000 0 0 0 223,000Unfunded223,000 0 0 0 223,000

Manford Way DESCRIPTION: This project will provide access for the maintenance and repair of an existing sewer at Manford Way at the bottom of a canyon between 1180 Glen Oaks Boulevard and 400 Mooresque Drive. A trail, road, or stairs will be constructed. This project also calls for the acquisition of an ingress and egress easement.

JUSTIFICATION: The terrain in the area is steep with dense vegetation which does not allow for vehicular access. Reasonable access to the sewer line is necessary so that City personnel will not be endangered while performing maintenance or inspection activities.

SCHEDULE: This project will be designed and constructed when funding becomes available.

RELATIONSHIP TO THE GENERAL PLAN: This project is consistent with the Land Use Element by continuing to implement capital improvements that will maintain or rehabilitate infrastructure.



Total

6.26

Documents

Sewers & Storm Drains - City of PasadenaSewers and Storm Drains NPDES - Storm Water Pollution Prevention Program 76290 76290 NPDES - Storm Water Pollution Prevention Program Priority