Port-Wide Sewer System Management Plan(SSMP) - Port of Oakland

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Legend Revision Date: May 13, 2010 Service Area 7TH ST FERRY ST MAIN ST !"c$ MARITIME ST MIDDLE HARBOR RD ATLANTIC AVE CENTRAL AVE 8TH ST OTIS DR MECARTNEY RD ISLAND DR %&t( PERALTA ST 7TH ST SEA VIEW PKWY HOLLY ST O MAITLAND DR MANDELA PKWY UNION ST RAMP EMBARCADERO %&t( ?t MANDELA PKWY 8TH ST 0 2,500 Feet 5,000 ADELINE ST HARRISON ST PACIFIC AVE BRUSH ST 14TH ST OAK ST EMBARCADERO PARK ST VERSAILLES AVE HARBOR BAY PKWY PERALTA ST 8TH ST 12TH ST DOOLITTE DR EARHART RD SAN PABLO AVE HIGH ST TELEGRAPH AVE AIRPORT DR WEBSTER ST 1ST AVE E 8TH ST MARKET ST FOOTHILL BLVD KENNEDY ST MARINA DR STATE HWY 123 %&n( BROADWAY 13TH AVE INTERNATIONAL BLVD HEGENBERGER RD 98TH AVE 29TH AVE OAKPORT ST MARKET ST E 16TH ST TELEGRAPH AVE COLISEUM WAY %&t( RAMP 14TH AVE 66TH AVE SHATTUCK AVE 51ST ST PIEDMONT AVE GRAND AVE MACARTHUR BLVD 23RD AVE SAN LEANDRO ST TELEGRAPH AVE STATE HWY 24 W 51ST ST LAKESHORE AVE FRUITVALE AVE HIGH ST BANCROFT AVE COLLEGE AVE PARK BLVD 35TH AVE Figure 1.2 Current Sanitary Sewer Service Area Port-Wide Sewer System Management Plan Port of Oakland An
Table 1.1 Service Population Estimate Port-Wide Sewer System Management Plan Port of Oakland Oakland International Airport Number of Employees Number of Passengers Number of Equivalent Residents 8,000 14,500,000 8,165 Maritime Port 1,000 N/A 400 Total 9,000 14,500,000 8,665 Notes: 1. The number of equivalent residents = (2/5) * the number of employees. 2. The number of equivalent residents = number of passengers per year / 365 x Average length of stay (1/8 of a day or 3hrs). 1.5 REGULATORY BACKGROUND This section briefly summarizes the history surrounding the development of the SSMP requirements. 1.5.1 National Regulatory Background Nationally, Sanitary Sewer Overflows (SSOs) have been in the regulatory spotlight since 1995, when the United States Environmental Protection Agency (USEPA) formed the Sanitary Sewer Overflow Federal Advisory Subcommittee (SSO Subcommittee). The purpose of the SSO Subcommittee is to examine the need for national consistency in permitting and enforcement of SSOs. From 1995 to 1999, the SSO Subcommittee met 12 times to discuss policy issues associated with SSOs. In 1999, the SSO Subcommittee supported basic principals requiring the following: • Capacity, management, operation, and maintenance (CMOM) programs for municipal sanitary sewer collection systems; • A prohibition on SSOs, which includes a closely circumscribed framework for raising a defense for unavoidable discharges; • Reporting, public notification, and record-keeping requirements for municipal sanitary sewer collection systems and SSOs. The recommendations of the SSO Subcommittee were then incorporated into the proposed “SSO Rule,” which was published in the Federal Register in January 2001. For a variety of reasons, however, the proposed SSO Rule has yet to be formally adopted by the USEPA on a national level. May 2010 1-6 pw://Carollo/Documents/Client/CA/Port of Oakland/8239A00/Deliverables/Ch01 (FinalA) (1),(2)
Page 1: May 2010
Page 5 and 6: 3.4.1 Receipt of Information Regard
Page 7 and 8: 8.2.7.1 Consultation of Operational
Page 9 and 10: Figure 3.1 SSMP Organizational Char
Page 11 and 12: [ Revision Date: April 23, 2010 ?Ò
Page 13: and maintained by the East Bay Muni
Page 17 and 18: As part of the GWDRs, all agencies
Page 19 and 20: 1.9 ACKNOWLEDGEMENTS Carollo Engine
Page 21 and 22: 1.11 REFERENCE MATERIAL The followi
Page 23 and 24: 2.3 PORT SSMP GOALS In order to ach
Page 25: County Environmental Health Agency,
Page 28 and 29: • Facility Support Supervisor. Th
Page 30 and 31: 3.3.1.5 Commercial/Real Estate Divi
Page 32: for reporting SSOs. For more inform
Page 36 and 37: 2. Category 1 SSOs that Do Not Reac
Page 38 and 39: Chapter 4 LEGAL AUTHORITY This chap
Page 40 and 41: noted in Section 4.3.4 and Section
Page 42 and 43: “The Director [of EBMUD] may requ
Page 44 and 45: cleaning of the sanitary sewer syst
Page 46 and 47: 10'' Legend 6'' ) Clarifier ) Drain
Page 48 and 49: BEACH FRWY Legend LILAC ST MAGNOLIA
Page 50 and 51: Table 5.1 Sanitary Sewer Collection
Page 52 and 53: It is further recommended that sewe
Page 54 and 55: Table 5.4 Aviation Sewer Maintenanc
Page 56 and 57: Legend ) Clarifier ) Drain Box ) Di
Page 58 and 59: BEACH FRWY Legend LILAC ST MAGNOLIA
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Table 5.6 Lift Station Preventative
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were created for each unique pipeli
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Chapter 6 DESIGN AND PERFORMANCE PR
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To comply with the GWDRs and the SW
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f. A program to ensure that all rea
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7.2.1.5 Section 3.2 of the Port OER
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maritime sewer system, Port staff s
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Chapter 8 FOG CONTROL PLAN This cha
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FSF is required to keep a copy of t
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3. The facility has caused or contr
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Table 8.2 Best Management Practices
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8.2.8 FOG Problem Areas Based on th
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Table 8.3 FOG Related Sanitary Sewe
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and redundancy in pumping capacity,
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Table 9.2 Minimum Slope for New Sew
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There is a significant I/I response
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POND DIKE ROAD Legend HARBOR PARKWA
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Table 9.3 Capital Improvement Proje
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main sources of runoff into the col
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Table 9.5 High Priority Improvement
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Chapter 10 MONITORING, MEASUREMENT,
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• SSO Data. The overall purpose a
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Chapter 11 SSMP PROGRAM AUDITS This
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corrective actions and by the need
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Table 11.2 Example Sewer Maintenanc
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scheduled and why, and to determine
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Chapter 12 COMMUNICATION PROGRAM AN
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pw://Carollo/Documents/Client/CA/Po
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Port-Wide Sewer System Management Plan(SSMP) - Port of Oakland

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