Blackburn Wastewater Treatment Plant Upgrade Study

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City of Prince George - Decision Workshop October 19. 1999
City Of Prince George - Decision Workshop Oclober 19, lYnu
Page 2 and 3: BLACKBURN WASTEWATER TREATMENT PLAN
Page 4 and 5: Table of Contents SECTION TITLE PAG
Page 6 and 7: SECTION 1 STUDY BACKGROUND AND OBJE
Page 8 and 9: Section 1.0 -Project Background and
Page 14 and 15: Section 1.0 - Project Background an
Page 22 and 23: City of Prince George - Decision Wo
Page 24 and 25: MINUTES OF MEETING PR~ECT NAME: Bla
Page 27 and 28: Blackburn WWTP Treatment Options Op
Page 29 and 30: Nores. Annual O&M cost for Blackbum
Page 31: Blackbum WWTP Treatment Options Opt
Page 35 and 36: APPENDIX A STANTEC CONSULTING LTD.
Page 37 and 38: 5.0 CONCLUSIONS I '\ -. 5.1 RESULTS
Page 39 and 40: CITY OF PRINCE GEORGE Forcemain fro
Page 41 and 42: Section 6.0 -Recommended Option Key
Page 43 and 44: Section 6.0 -Recommended Option Com
Page 45 and 46: SECTION 6.0 RECOMMENDED OPTION 6.1
Page 47 and 48: SECTION 5.0 EVALUATION OF OPTIONS 5
Page 49 and 50: Section 5.0 -Evaluation of Options
Page 55 and 56: Section 5.0 - Evahation of Options
Page 57 and 58: Section 3.0 - Evaluation of Options
Page 59 and 60: SECTION 4.0 BLACKBURN TREATMENT OPT
Page 61 and 62: Section 4.0 - Blackbum Treatment Op
Page 63 and 64: Section 4.0 - Blackbum Treatment Op
Page 65 and 66: Section 4.0 - Blackburn Treatment O
Page 67 and 68: Initiate llt reduction program and
Page 69 and 70: Section 4.0 - Blackburn Treatment O
Page 71 and 72:
Section 4.0 - Blackbm Treatment Opt
Page 73 and 74:
Section 4.0 - Blackbum Treatment Op
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CITY OF PRINCE GEORGE Scale= $:I00
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:ITY Of PRINCE GEORGE Existing Chlo
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Section 4.0 - Blackburn Treatment O
Page 93 and 94:
SECTION 4.0 BLACKBURN TREATMENT OPT
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Page 101 and 102:
Initiate Ill reduction program and
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SECTION 3.0 AUDIT OF EXISTING FACIL
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Section 3.0 -Audit of exist in^ Fac
Page 109 and 110:
Section 3.0 -Audit of Existing Faci
Page 111 and 112:
SECTION 2.0 III MITIGATION MEASURES
Page 113 and 114:
Section 2.0 - UI Mitigation Measure
Page 115 and 116:
APPENDIX E FLOW CALCULATIONS FOR SE
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Blackburn Wastewater Treatment Plant Upgrade Study

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