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IV/20
through the interceptor than can be pumped and treated by the existing
sewage treatment plant and the surplus overflows into the Maumee River.
The Plant By-pass River Crossing will convey this overflow to Treatment
Facility "A".
These collector conduits are shown in Figures IV/S and IV/6.
Collector Conduits Treatment Facility "B"
The collector conduits for Treatment Facility liB" consist of the Hain
Street Collector Sewer and the Nelson Street Outfall River Crossing.
These collector conduits are shown on Figure IV/3.
The Main Street Collector Sewer which has been estimated to cost $1,170,000
would be the only conduit discharging directly to the pond. This conduit
will collect the combined se~vage overflm-l from the existing Nain Street
Lift Station and convey it to treatment. This conduit will also convey
the discharge of the proposed Nelson Street River Crossing Sewer to
treatment.
The Nelson Street River Crossing Sewer has been estimated to cost
$80,000. It will connect the existing Nelson Street Combined Sewer
Outfall to the proposed Main Street Collector Sewer.
Collector Conduits Treatment Facilities "c"
There will be three individual conduits to convey combined sewage overflow
to Treatment Facility "C". They have been designated Indian Village Outfall
Collector Sewer, Rudisill Boulevard Outfall Collector Sewer and Sherwood
Terrace Outfall Collector Sewer. These collector conduits are shown on
Figure IV/4.
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 122 |
| Transcript | IV/20 through the interceptor than can be pumped and treated by the existing sewage treatment plant and the surplus overflows into the Maumee River. The Plant By-pass River Crossing will convey this overflow to Treatment Facility "A". These collector conduits are shown in Figures IV/S and IV/6. Collector Conduits Treatment Facility "B" The collector conduits for Treatment Facility liB" consist of the Hain Street Collector Sewer and the Nelson Street Outfall River Crossing. These collector conduits are shown on Figure IV/3. The Main Street Collector Sewer which has been estimated to cost $1,170,000 would be the only conduit discharging directly to the pond. This conduit will collect the combined se~vage overflm-l from the existing Nain Street Lift Station and convey it to treatment. This conduit will also convey the discharge of the proposed Nelson Street River Crossing Sewer to treatment. The Nelson Street River Crossing Sewer has been estimated to cost $80,000. It will connect the existing Nelson Street Combined Sewer Outfall to the proposed Main Street Collector Sewer. Collector Conduits Treatment Facilities "c" There will be three individual conduits to convey combined sewage overflow to Treatment Facility "C". They have been designated Indian Village Outfall Collector Sewer, Rudisill Boulevard Outfall Collector Sewer and Sherwood Terrace Outfall Collector Sewer. These collector conduits are shown on Figure IV/4. |
