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4-4 Proposed Site Alternative 4 – Albert Whitted Master Pump Station Proposed Sewer Modification and Force Mains Engineer’s Opinion of Conceptual Cost........................................ 4-5 4-5 Proposed Site Alternative 5 – Albert Whitted Master Pump Station Proposed Sewer Modification and Force Mains Engineer’s Opinion of Conceptual Cost........................................ 4-6 6-1 Evaluation Criteria ........................................................................ 6-2 6-2 Weighted Score for Routes 1, 2 and 3............................................. 6-3 6-3 Weighted Score for Routes 4, 5 and 6 ............................................ 6-3 6-4 Summary of Cost Quantities ........................................................ 6-13 7-1 Marginal Present Worth Comparison of Flow Diversion Options .......................................................................................... 7-2 7-2 Conceptual Comparative Costs of I-275 Crossing Alternatives .... 7-6 8-1 Engineer’s Opinion of Probable Cost for Preliminary Design Report-30-inch FM Only ................................................................ 8-6 8-2 Estimated Construction Schedule and Bidding and Award ..........7-7 8-3 Estimated Construction Schedule of Construction, Startup and Decommissioning ......................................................................... 8-8 S:\STPETE\AWWRF Flow Transfer PDR\Flow Transfer Implementation Plan Preliminary Design Report\Final Report\TOC.docx © 2011 Camp Dresser & McKee All Rights Reserved viii
Figures On or/Follows Page ES-1 ES-2 AWWRF Flow Transfer Selected Route ....................................... ES-2 Albert Whitted Master Pump Station Potential Pump Station Locations ......................................................................... ES-3 1-1 Initial Three Pump Station Locations ........................................... 1-2 2-1 Existing Force Mains for Flow Conveyance from AWWRF to SWWRF (Taken from Google Earth Pro 2009 Edition ................... 2-2 3-1 Hydraulic Model Showing Existing and New Pipelines ................3-2 3-2 Flow Transfer Option 1A ................................................................. 3-3 3-3 Flow Transfer Option 1B ................................................................. 3-3 3-4 Flow Transfer Option 2A ................................................................ 3-3 3-5 Flow Transfer Option 2B ................................................................ 3-3 3-6 Flow Transfer Option 2C ................................................................ 3-3 3-7 Flow Transfer Option 3A ................................................................ 3-3 3-8 Flow Transfer Option 3B ................................................................ 3-3 3-9 Flow Transfer Option 4A ................................................................ 3-3 3-10 Flow Transfer Option 4B ................................................................ 3-3 3-11 Flow Transfer Option 4C ................................................................ 3-3 3-12 Flow Transfer Option 5A ................................................................ 3-3 3-13 Flow Transfer Option 5B ................................................................ 3-3 4-1 Potential Pump Station Location #1 .............................................. 4-1 4-2 Potential Pump Station Location #2 ............................................. 4-3 4-3 Potential Pump Station Location #3 ............................................. 4-4 4-4 Potential Pump Station Location #4 ............................................. 4-5 4-5 Potential Pump Station Location #5 ............................................. 4-6 6-1 AWWRF Flow Transfer Route Alternatives City of St. Petersburg, FL ................................................................ 6-1 7-1 AWWRF Flow Transfer Route Alternatives .................................... 7-3 7-2 AWWRF Flow Transfer Route Alternatives .................................... 7-5 8-1 AWWRF Flow Transfer Selected Route ......................................... 8-3 8-2 Albert Whitted Master Pump Station Potential Pump Station Locations ....................................................................................... 8-4 S:\STPETE\AWWRF Flow Transfer PDR\Flow Transfer Implementation Plan Preliminary Design Report\Final Report\TOC.docx © 2011 Camp Dresser & McKee All Rights Reserved ix
Page 3 and 4: Heading 1 (Section Number) Heading
Page 5 and 6: 5.4.3.3 Floor Live Loads ..........
Page 7 and 8: Appendix Appendix A Existing Pump C
Page 9: 3-22 Option #4b - Marginal Present
Page 13 and 14: Executive Summary After reviewing t
Page 15 and 16: Executive Summary ES.1.3 Possible P
Page 17 and 18: Executive Summary The Opinion of Pr
Page 19 and 20: Section 1 Introduction 1.1 Descript
Page 21 and 22: Section 1 Introduction In parallel
Page 23 and 24: Section 2 Existing System An evalua
Page 25 and 26: Section 2 Existing System generator
Page 27 and 28: Section 2 Existing System To determ
Page 29 and 30: Section 3 Flow Transfer Options Eva
Page 33 and 34: OPTION #1B EXISTING FORCEMAIN TO BE
Page 35 and 36: OPTION #2B AWWRF Pump Station EXIST
Page 37 and 38: OPTION #3A AWWRF Pump Station LS #6
Page 39 and 40: OPTION #4A EAST HALF LS #62 SERVICE
Page 41 and 42: OPTION #4C EAST HALF LS #62 SERVICE
Page 43 and 44: OPTION #5B EXISTING FORCEMAIN TO BE
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Section 3 Flow Transfer Options Eva
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54-inch SS 250.37 ft 250.37 ft 36.0
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Section 4 Evaluation of Pump Statio
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Section 5 Pump Station Preliminary
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Section 6 Force Main Route Evaluati
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Section 7 Conclusions from Review M
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37th 34th 29th 48th 47th 49th 38th
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Section 8 Conclusions and Recommend
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Appendix A Existing Pump Curves
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! City of St. Petersburg Page 1 AWW
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! City of St. Petersburg Page 3 AWW
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Appendix D AWWRF Flow Transfer Rout
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Florida Department Of Transportatio
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FLORIDA DEPARTMENT OF TRANSPORTATIO
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Topic No. 710-020-001-g August 2010
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FDOT TELEPHONE CONTACTS •For stat
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RULE 14-46 STATE OF FLORIDA DEPARTM
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Appendix F LS #28 Potential Gravity
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Memorandum To: From: David Abbaspou
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AWWRF Draft PDR Comment Responses A
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AWWRF Draft PDR Comment Reponses Au
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10' FPC EASEMENT μ 5 Legend EASEME
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Figure No. 1 Albert Whitted Master
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Appendix J Albert Whitted PS Concep
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DATE POWER FACTOR EFFICIENCY MOTOR
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City of St Petersburg, FL AWWRF Pum
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Project name Estimator Labor rate t
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City of St. Petersburg, FL AWWRF Fl
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Trenchless Brick Paving City of St.
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Subject: FDOT right of way and I-27
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