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11/40
Other costs usually associated with the cost for a sewer installation
project, include the costs for engineering services and the preparation
of design plans, installation inspection expenses, administration costs,
an allowance for contingencies, and the costs for acquiring rights-of-way
and lands where required.
None of such other costs as enumerated above have been included in the
project estimated cost as presented in Table II/I.
NORTH OUTFALL COLLECTOR Sm.JErr
Chapter IV of this Haster Plan report contains the recommended plan for
the treatment of the storm overflow discharges from the combined sewer
system for three major areas of the City of Fort Hayne's sewerage system.
The Master Plan arrangement for relief sewers for the Spy Run area, the
Lakeside Park area, and the relief sewers for the Kensington-Anthony area,
all are integrated with the plan to collect the outfall discharge from .
(
the combined sewers for treatment at proposed treatment facility A.
This proposed treatment facility A is to be located on the north side of
the Haumee River almost directly across from the municipal sewage treat-ment
plant.
The total storm overflow waste waters from the Third-Fourth Streets
combined sewer system on the north side of the St. Mary's River and
west of Spy Run are planned to be transported eastwardly crossing Spy
Run, and the collector sewer will receive the combined sewage runoff from
all of the Spy Run relief project area, the runoff from all of the
Object Description
| Title | Master plan for sewers (pt. 1) |
| Alternative Title | Relief sewers |
| 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 | May 1969 |
| Time Period | 1900-1999 |
| Source | Print version: Master plan for sewers. Pt. 1: Relief sewers. (Indianapolis, Ind.: Henry B. Steeg & Associates, 1969), 1 v. |
| Additional Availability | Print version might be available at IPFW Helmke Library. See online catalog. |
| Relation | First of three parts of Master plan for sewer. Pt. 2, Sanitary sewers, digital barcode is 30000126499924; Pt. 3, Water pollution control plant, digital barcode is 30000126499932 |
| 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 | 30000126499916 |
| File Name | 30000126499916.pdf |
Description
| Title | Page 71 |
| Transcript | 11/40 Other costs usually associated with the cost for a sewer installation project, include the costs for engineering services and the preparation of design plans, installation inspection expenses, administration costs, an allowance for contingencies, and the costs for acquiring rights-of-way and lands where required. None of such other costs as enumerated above have been included in the project estimated cost as presented in Table II/I. NORTH OUTFALL COLLECTOR Sm.JErr Chapter IV of this Haster Plan report contains the recommended plan for the treatment of the storm overflow discharges from the combined sewer system for three major areas of the City of Fort Hayne's sewerage system. The Master Plan arrangement for relief sewers for the Spy Run area, the Lakeside Park area, and the relief sewers for the Kensington-Anthony area, all are integrated with the plan to collect the outfall discharge from . ( the combined sewers for treatment at proposed treatment facility A. This proposed treatment facility A is to be located on the north side of the Haumee River almost directly across from the municipal sewage treat-ment plant. The total storm overflow waste waters from the Third-Fourth Streets combined sewer system on the north side of the St. Mary's River and west of Spy Run are planned to be transported eastwardly crossing Spy Run, and the collector sewer will receive the combined sewage runoff from all of the Spy Run relief project area, the runoff from all of the |
