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

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POND DIKE ROAD Legend HARBOR PARKWAY HARBOR BAY PKWY LS AP926P Existing Collection System #* Lift Station Pipelines* Gravity Main ! ! ! ! ! Force Main #* 4'' *Note: Only Port modeled sewers are shown. Revision Date: April 23, 2010 4'' ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! 4'' LS AP911P 4'' 4'' 6'' ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! #* ! LS AP912P ! ! ! ! ! ! ! ! ! ! 8'' 4'' #* ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! Air Sally 8'' 4'' 8'' Proposed Improvements #* Lift Station #* Phase 1 (2010 - 2015) #* Phase 2 (2016 - 2020) EARHART RD 8'' LS AP881P ! ! 8'' 6'' 8'' 12'' #* ! ! ! ! GRUMMAN ST ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! 8'' 8'' DOOLITTLE DR 12'' 10'' 8'' 12'' LS AP07P AP15E #* #* #* #* RR-4 4" AP14E 10'' 12'' RYAN ST 8'' 8'' BENSON ST EARHART RD OLD EARHART RD 15'' 6'' ALAN SHEPARD WAY 4'' 6'' 8'' 8'' 10'' 10'' 10'' 4'' 8'' 6'' #* 14'' FAIRCHILD ST 15" LS AP155P 6'' 12'' LS AP08P 12'' 10'' #* Phase 3 (2021 - 2025) #* Phase 4 (2026 - 2030) #* Phase 5 (2030 +) 0 500 Feet 1,000 6'' 8'' 10'' CONVAIR ST 10'' 6'' LANGLEY ST WRIGHT ST RR-2 #* EARHART RD JOHN GLENN DR LS AP06P 6'' 8'' 8'' 8'' 12'' 6'' 8'' 8'' 10'' 6'' 6'' 8'' 8'' 6'' 8'' 6'' 3'' Pipelines 6'' 12'' 8'' 12'' 10'' 10'' 10" 10'' ! ! ! ! 15" 12'' 12'' RR-3 #* RR-2 8'' DOOLITTLE DR 8'' 6'' 12'' 6'' 8'' 6'' #* NEIL ARMSTRONG WY 8'' 8'' 8'' 6'' LS AP02P Phase 1 (2010 - 2015) Phase 2 (2016 - 2020) Base Map RR-1 12'' 8'' 15'' O EBMUD LS 15" 12'' 8'' 15'' 8'' To EBMUD Interceptor 6'' 4'' #* 12'' PARDEE LN 6'' SWAN WAY 15" CAPWELL DR EARHART RD RR-1 15'' 8'' #* EDWARD WHITE WAY 8'' LS AP137P EDGEWATER DR PARDEE DR I - 880 ROLAND WAY DOOLITTLE DR 12'' 12'' 12'' 12'' 12'' 12'' LEFT DR AIRPORT DR LS AP01P Figure 9.1 Proposed Capital Improvements (2 of 2) Port-Wide Sewer System Management Plan Port of Oakland %&t( HEGENBURGER RD OAKPORT ST 98TH AVE
Table 9.3 Capital Improvement Projects Table 9.3 Port-Wide Sewer System Management Plan Table 9.3 Port of Oakland Project Length/Size and Cost Capital Improvement Phasing Ex. Size/ New Size/ Replace/ Capital Improvement Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Improv. Type of Diam. Diam. New Length Cost (2),(3) 2011-2015 2016-2020 2021-2025 2026-2030 2030 + ID Improvement Description/Street Description/Limits (in) (in) (ft) ($) ($) ($) ($) ($) ($) Aviation Collection System Improvements Lift Station Rehabilitation and Replacement LS-AIRSALLY Lift Station LS-Air Sally Rehab./Replac. Project Firm Capacity = 0.17 mgd - 0.34 mgd Replace - $ 653,000 $ 653,000 LS-AP01P Lift Station LS-AP01P Rehab./Replac. Project Firm Capacity = 1.0 mgd - 1.50 mgd Replace - $ 1,188,000 $ 1,188,000 LS-AP02P Lift Station LS-AP02P Rehab./Replac. Project Firm Capacity = 0.17 mgd - 0.34 mgd Replace - $ 653,000 $ 653,000 LS-AP06P Lift Station LS-AP06P Rehab./Replac. Project Capacity to be Determined in Preliminary Design Phase (4) LS-AP07P Lift Station LS-AP07P Rehab./Replac. Project Capacity to be Determined in Preliminary Design Phase (4) LS-AP08P Lift Station LS-AP08P Rehab./Replac. Project Capacity to be Determined in Preliminary Design Phase (4) LS-AP14E Lift Station LS-AP14E Rehab./Replac. Project Capacity to be Determined in Preliminary Design Phase (4) LS-AP15E Lift Station LS-AP15E Rehab./Replac. Project Capacity to be Determined in Preliminary Design Phase (4) LS-AP137P Lift Station LS-AP137P Rehab./Replac. Project Capacity to be Determined in Preliminary Design Phase (4) LS-AP155P Lift Station LS-AP155P Rehab./Replac. Project Capacity to be Determined in Preliminary Design Phase (4) LS-AP881P Lift Station LS-AP881P Rehab./Replac. Project Capacity to be Determined in Preliminary Design Phase (4) LS-AP911P Lift Station LS-AP911P Rehab./Replac. Project Capacity to be Determined in Preliminary Design Phase (4) LS-AP912P Lift Station LS-AP912P Rehab./Replac. Project Capacity to be Determined in Preliminary Design Phase (4) LS-AP926P Lift Station LS-AP926P Rehab./Replac. Project Capacity to be Determined in Preliminary Design Phase (4) Pipeline Rehabilitation and Replacement pw:/CA/Port of Oakland/8239A00/Cost Estimate/CIP.xls/Table 9.3 - Note 4 Replace - $ 350,000 $ 350,000 - Note 4 Replace - $ 350,000 $ 350,000 - Note 4 Replace - $ 350,000 $ 350,000 - Note 4 Replace - $ 350,000 $ 350,000 - Note 4 Replace - $ 350,000 $ 350,000 - Note 4 Replace - $ 350,000 $ 350,000 - Note 4 Replace - $ 350,000 $ 350,000 - Note 4 Replace - $ 350,000 $ 350,000 - Note 4 Replace - $ 350,000 $ 350,000 - Note 4 Replace - $ 350,000 $ 350,000 - Note 4 Replace - $ 350,000 $ 350,000 RR-1 Pipe Earhart Road Swan Way to Hegenberger Road 15 15 Replace 1,800 $ 580,000 $ 580,000 RR-2 Pipe Earhart Road Swan Way to Cooke Street 15 15 Replace 2,200 $ 709,000 $ 709,000 RR-3 Pipe Oakland Airport Parking Lot Airport Road to LS AP02P force main 10 10 Replace 900 $ 193,000 $ 193,000 RR-4 Pipe Terminal 1 at Gate 9 Terminal 1 Gate 9 Pipeline Replacement 3 4 Replace 145 $ 28,000 $ 28,000 - Pipe Various Locations Sewer Main Rehab./Replac. Program. Average Size is 10". 10 10 Replace 35,300 $ 7,587,000 $ 1,517,400 $ 1,517,400 $ 1,517,400 $ 1,517,400 $ 1,517,400 Infiltration/Inflow Reduction - Pipe I/I Reduction Program Assumed 13,200 LF of 24" Pipe Constructed - 24 New 13,200 $ 5,571,000 $ 1,114,200 $ 1,114,200 $ 1,114,200 $ 1,114,200 $ 1,114,200 Maritime Collection System Improvements Pipeline Capacity Improvements Aviation Collection System Subtotal $ 21,012,000 $ 3,552,600 $ 5,320,600 $ 2,981,600 $ 4,822,600 $ 4,334,600 P-1 Pipe 7th Street Navy Roadway to Ferry Street 12 15 Replace 450 $ 145,000 $ 145,000 P-2 Pipe Ferry Street 7th Street to Ports America Boundary 8 12 Replace 700 $ 180,000 $ 180,000 Lift Station Rehabilitation and Replacement LS-AB018P Lift Station LS-AB018P Rehab./Replac. Project Firm Capacity = 1.3 mgd - 1.90 mgd Replace - $ 1,383,000 $ 1,383,000 LS-AB148P Lift Station LS-AB148P Rehab./Replac. Project Firm Capacity = 0.16 mgd - 0.32 mgd Replace - $ 644,000 $ 644,000 LS-AB663P Lift Station LS-AB663P Rehab./Replac. Project Firm Capacity = 0.25 mgd - 0.50 mgd Replace - $ 725,000 $ 725,000 LS-AB836P Lift Station LS-AB836P Rehab./Replac. Project Capacity to be Determined in Preliminary Design Phase (4) - Note 4 Replace - $ 350,000 $ 350,000 LS-C07P Lift Station LS-C07P Rehab./Replac. Project Firm Capacity = 0.35 mgd - 0.70 mgd Replace - $ 814,000 $ 814,000 LS-C08P Lift Station LS-C08P Rehab./Replac. Project Firm Capacity = 0.60 mgd - 1.20 mgd Replace - $ 1,047,000 $ 1,047,000
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May 2010
Page 5 and 6:
3.4.1 Receipt of Information Regard
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8.2.7.1 Consultation of Operational
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Figure 3.1 SSMP Organizational Char
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[ Revision Date: April 23, 2010 ?Ò
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and maintained by the East Bay Muni
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Table 1.1 Service Population Estima
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As part of the GWDRs, all agencies
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1.9 ACKNOWLEDGEMENTS Carollo Engine
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1.11 REFERENCE MATERIAL The followi
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2.3 PORT SSMP GOALS In order to ach
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County Environmental Health Agency,
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• Facility Support Supervisor. Th
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3.3.1.5 Commercial/Real Estate Divi
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for reporting SSOs. For more inform
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2. Category 1 SSOs that Do Not Reac
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Chapter 4 LEGAL AUTHORITY This chap
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noted in Section 4.3.4 and Section
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“The Director [of EBMUD] may requ
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cleaning of the sanitary sewer syst
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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 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
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Port-Wide Sewer System Management Plan(SSMP) - Port of Oakland

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