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SIlO
in Sections III-B and IV. The estimated construction cost for this installation
is $6,400,oob.
Organic Sludce
Based upon separate (tertiary) phosphorus removal, it is recommended that
the present method of disposal be continued until the sludge lagoons are
no longer useful because of real estate value, esthetics or capacity.
At such time as the lagoons are no longer used, we recommend that organic
sludge be dewatered and hauled to a landfill or given to the public.
Lime Sludge from Water Filtration Plant
It is recommended that waste lime sludge from the water filtrati.on plant
be mixed with the phosphorus removal sludge and r.ccalcined. The construction
cost for additional recalcining facil:i.ties to accommodate
waterplail~ lime sludge is $2,200,000.
Terminal Ponds
It is recommended that Ponds 2 and 3 be constructed in the 1973 project
to ~atisfy 'vater quality requirements for a tertiary treatment facility.
The estimated construction cost for the ponds is $1,650,000.
Estimated Project Costs
The estimated 1973 project costs (not including lime sludge from the
water filtration plant) are UNOX (if feasible) $15,721,000 and conventional
aeration $16,667,000.
Object Description
| Title | Master plan for sewers (pt. 3) |
| Alternative Title | Water pollution control plant |
| Contributor |
Henry B. Steeg & Associates Fort Wayne (Ind.). Board of Public Works |
| Topic | Public Utilities |
| Subject | Sewage disposal--Indiana--Fort Wayne |
| Geographical Coverage | Fort Wayne, Indiana |
| Date of Original | January 1972 |
| Time Period | 1900-1999 |
| Source | Print version: Master plan for sewers. Pt. 3: Water pollution control plant. (Indianapolis, Ind.: Henry B. Steeg & Associates, 1972), 1 v. |
| Additional Availability | Print version might be available at IPFW Helmke Library. See online catalog. |
| Relation | Third of three parts of Master plan for sewer. Pt. 1, Relief sewers, digital barcode is 30000126499916; Pt. 2, Sanitary sewers, digital barcode is 30000126499924; |
| Rights | Copyright Indiana University-Purdue University Fort Wayne, 2006- . All rights reserved. May not be reproduced without permission. For information regarding reproduction and use see: http://cdm16776.contentdm.oclc.org/cdm/about/collection/p16776coll1/ |
| Date Digitally Created | April 17 2012 |
| Digital Publisher | Walter E. Helmke Library, Indiana University-Purdue University Fort Wayne |
| Digitization Specifications | This pdf file was derived from 400 dpi, 1-bit, uncompressed TIFF images that were scanned from the originals using a Fujitsu 5750C scanner with Adobe Acrobat 9.0 Professional scanning software, black and white configuration. |
| Content Type | Text |
| Digital Format | text/pdf |
| Collection | Fort Wayne Area Government Information |
| Identifier | 30000126499932 |
| File Name | 30000126499932.pdf |
Description
| Title | Page 23 |
| Transcript | SIlO in Sections III-B and IV. The estimated construction cost for this installation is $6,400,oob. Organic Sludce Based upon separate (tertiary) phosphorus removal, it is recommended that the present method of disposal be continued until the sludge lagoons are no longer useful because of real estate value, esthetics or capacity. At such time as the lagoons are no longer used, we recommend that organic sludge be dewatered and hauled to a landfill or given to the public. Lime Sludge from Water Filtration Plant It is recommended that waste lime sludge from the water filtrati.on plant be mixed with the phosphorus removal sludge and r.ccalcined. The construction cost for additional recalcining facil:i.ties to accommodate waterplail~ lime sludge is $2,200,000. Terminal Ponds It is recommended that Ponds 2 and 3 be constructed in the 1973 project to ~atisfy 'vater quality requirements for a tertiary treatment facility. The estimated construction cost for the ponds is $1,650,000. Estimated Project Costs The estimated 1973 project costs (not including lime sludge from the water filtration plant) are UNOX (if feasible) $15,721,000 and conventional aeration $16,667,000. |
