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11/27
In the future as additional funds become available, complete separation
of storm waters from the City's combined sewer system south from
Brackenridge Street can be readily provided. ~~en such complete area
plan for storm separation is accomplished, the City's existing combined
sewers within such design area will then be operative mostly as sanitary
sewers, probably receiving also some drainage from roofs and will not
require further relief. The relief diversion overflow from the combined
sewers at Harrison and Baker Streets, and at Brackenridge and Clay Streets
need no longer be maintained. The proposed trunk relief sewer along
Brackenridge Street and ~lonroe Street will have sufficient capacity for
storm run-off to properly serve the complete separation plan district.
The recommended sewer relief plan for this study area includes also the
extension sewer proposed in Clinton southwardly from the existing
42-inch sewer at Jefferson Street to Lewis Street; thence running eastwardly
1n Lewis Street to Barr Street, connecting with an existing
surface drain sewer in Lewis Street from Lafayette Street. This proposed
sewer can be installed as a separate storm water sewer, and will assist
in providing relief for the existing Barr Street trunk sewer.
The boundary lines of the area shown benefited include areas where
substantial relief may be expected along existing trunk sewer lines. A
total area of approximately 820 acres is shown outlined to receive
benefits.
In the accompanying estimates of construction costs, as given in
Table II/I, the project costs has been furnished for six principal segments
of the work. The plan exhibit map showing the proposed relief
sewers does not identify the several sub-sections under relief sewer
Project 18.
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 58 |
| Transcript | 11/27 In the future as additional funds become available, complete separation of storm waters from the City's combined sewer system south from Brackenridge Street can be readily provided. ~~en such complete area plan for storm separation is accomplished, the City's existing combined sewers within such design area will then be operative mostly as sanitary sewers, probably receiving also some drainage from roofs and will not require further relief. The relief diversion overflow from the combined sewers at Harrison and Baker Streets, and at Brackenridge and Clay Streets need no longer be maintained. The proposed trunk relief sewer along Brackenridge Street and ~lonroe Street will have sufficient capacity for storm run-off to properly serve the complete separation plan district. The recommended sewer relief plan for this study area includes also the extension sewer proposed in Clinton southwardly from the existing 42-inch sewer at Jefferson Street to Lewis Street; thence running eastwardly 1n Lewis Street to Barr Street, connecting with an existing surface drain sewer in Lewis Street from Lafayette Street. This proposed sewer can be installed as a separate storm water sewer, and will assist in providing relief for the existing Barr Street trunk sewer. The boundary lines of the area shown benefited include areas where substantial relief may be expected along existing trunk sewer lines. A total area of approximately 820 acres is shown outlined to receive benefits. In the accompanying estimates of construction costs, as given in Table II/I, the project costs has been furnished for six principal segments of the work. The plan exhibit map showing the proposed relief sewers does not identify the several sub-sections under relief sewer Project 18. |
