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

More documents

Recommendations

Info

noted in Section 4.3.4 and Section 4.4.4, both the City and EBMUD have established a numerical limit of 100 mg/L for FOG. 4.2.5 Policies for Enforcing Violations The Charter of the Port of Oakland specifically limits the Port’s ability to prescribe fines, forfeitures, and penalties for violations of Port ordinances to a maximum fine of five hundred dollars ($500) and/or a maximum imprisonment of six months. Pursuant to this requirement, any person who violates the provisions of Port Ordinance 4113 is subject to a fine not exceeding five hundred dollars ($500), or by imprisonment in the prison of the City of Oakland for not more than six (6) months, or both. Each day the violation occurs constitutes a separate violation. 4.3 CITY OF OAKLAND SEWER USE ORDINANCES Chapter 13 of the City’s Municipal Code provides legal authority for the City sewer system. A copy of Chapter 13 of the City’s municipal code is included in Appendix F for reference 1 . Because the Port maintains connections to the City sewer system, it is important that the Port sewer use ordinances are generally consistent with the City ordinances. For this reason, the applicable sections of the City Municipal Code are summarized briefly in this section. 4.3.1 Illicit Discharges The following sections of the City Municipal Code (Appendix F) contain provisions to limit or prohibit the discharge of illicit substances into the sanitary sewer system: • 13.08.130 - Use of public sanitary sewers • 13.08.140 - Prohibited use of public sanitary sewers and any private sanitary sewer or building sewer discharging, directly or indirectly, into said public sanitary sewers • 13.08.150 - Prohibited uses generally--Wastewater • 13.08.160 - Additional prohibited uses--Waters and wastes • 13.08.170 Additional prohibited uses--Excessive volume • 13.08.180 Additional prohibited uses--Radioactive wastes 4.3.2 Design and Construction Requirements Section 13.02.030 of the City Municipal Code grants the authority to the City’s engineer to develop and enforce standards for the design and construction of the sewer system. It also stipulates that these standards may be updated from time to time at the discretion of the City’s engineer. 1 Full text available at http://www.municode.com/resources/gateway.asp?pid=16308&sid=5 May 2010 4-3 pw://Carollo/Documents/Client/CA/Port of Oakland/8239A00/Deliverables/Ch04 (FinalA)
4.3.3 Maintenance, Inspection, and Repair Access Section 13.08.220 and Section 13.08.230 of the City Municipal Code grants the right of entry to City personnel for “dangerous or insanitary conditions” or for rehabilitation or replacement of sewers as part of the City’s infiltration and inflow (I/I) corrective program. 4.3.4 Limitations on Fats, Oils, and Grease and Other Debris Part D of Section 13.08.160 of the City Municipal Code limits the discharge of “any water or waste, which contains excessive amounts of grease, oil, or fats…” In addition, Part D of Section 13.08.170 limits the discharge of “oils and greases of animal, vegetable, or mineral origin floating, dispersed, or emulsified in excess of 100 milligrams per liter (mg/L) or in any amount as to adversely affect any part of the sewer system.” 4.4 EBMUD SEWER USE ORDINANCES EBMUD Ordinance No. 311A-03, known as the “Wastewater Control Ordinance” provides specific limitations on the use of the EBMUD sewer system, which consists primarily of large diameter interceptor sewers, and the so-called “community sewers” (Sewers owned and operated by public agencies within the EBMUD boundary which are connected to an EBMUD interceptor). Appendix G contains a full copy of the ordinance. 4.4.1 Illicit Discharges Title II of EBMUD Ordinance No. 311A-03 (Appendix G) regulates the type of discharges allowed in community sewers, and includes general discharge prohibitions and specific discharge prohibitions. 4.4.2 Design and Construction Requirements EBMUD owns and operates primarily large diameter interceptor sewers. No direct connections between private laterals and the interceptor system are allowed. Because of this, design and construction requirements are only required for the interceptor system and to the connection points of the community sewer systems to the EMBUD interceptors. Title I, Section 4 of EBMUD Ordinance No. 311A-03 specifies, in part, the following: “[EBMUD] will not permit direct connections of or accept direct contributions of wastewater from sewers other than community sewers…The connecting of community sewers will be performed by the public agency at its expense in accordance with [EBMUD] requirements and subject to approval and inspection by [EBMUD].” 4.4.3 Maintenance, Inspection, and Repair Access Title V, Section 2.l specifies, in part, the following: May 2010 4-4 pw://Carollo/Documents/Client/CA/Port of Oakland/8239A00/Deliverables/Ch04 (FinalA)
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 14: and maintained by the East Bay Muni
Page 15 and 16: Table 1.1 Service Population Estima
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 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
Page 64 and 65: Table 5.6 Lift Station Preventative
Page 66 and 67: were created for each unique pipeli
Page 68 and 69: Chapter 6 DESIGN AND PERFORMANCE PR
Page 70 and 71: To comply with the GWDRs and the SW
Page 72 and 73: f. A program to ensure that all rea
Page 75 and 76: 7.2.1.5 Section 3.2 of the Port OER
Page 78 and 79: maritime sewer system, Port staff s
Page 80 and 81: Chapter 8 FOG CONTROL PLAN This cha
Page 82 and 83: FSF is required to keep a copy of t
Page 84 and 85: 3. The facility has caused or contr
Page 86 and 87: Table 8.2 Best Management Practices
Page 88 and 89: 8.2.8 FOG Problem Areas Based on th
Page 90 and 91:
Table 8.3 FOG Related Sanitary Sewe
Page 92 and 93:
and redundancy in pumping capacity,
Page 94 and 95:
Table 9.2 Minimum Slope for New Sew
Page 96 and 97:
There is a significant I/I response
Page 98 and 99:
POND DIKE ROAD Legend HARBOR PARKWA
Page 100 and 101:
Table 9.3 Capital Improvement Proje
Page 102 and 103:
main sources of runoff into the col
Page 104 and 105:
Table 9.5 High Priority Improvement
Page 106 and 107:
Chapter 10 MONITORING, MEASUREMENT,
Page 108 and 109:
• SSO Data. The overall purpose a
Page 110 and 111:
Chapter 11 SSMP PROGRAM AUDITS This
Page 112 and 113:
corrective actions and by the need
Page 114 and 115:
Table 11.2 Example Sewer Maintenanc
Page 116 and 117:
scheduled and why, and to determine
Page 118 and 119:
Chapter 12 COMMUNICATION PROGRAM AN
Page 120 and 121:
pw://Carollo/Documents/Client/CA/Po
Page 122 and 123:
Page 124 and 125:
Page 126 and 127:
Page 128 and 129:
Page 130 and 131:
Page 132 and 133:
Page 134 and 135:
Page 136 and 137:
Page 138 and 139:
show all

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

Create successful ePaper yourself

Delete template?

Save as template?