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11/35 Avenue intersection will continue along Fairfield Avenue, to be connected to the proposed storm relief sewer recounnended under Project 30. The service area for project 29 as shown contains approximately 70 acres. PROJECT 30 - WILDWOOD-SOUTH WAYNE AVENUE STORH RELIEF SE\ffiR A separate storm water sewer, outfalling to the St. Hary's River, is proposed for the relief of some 110 acres of land now served by combined sewers, along ~1ild"10od Avenue east to Fairfield Avenue. The main trunk sewer will extend eastwardly along Wildwood Avenue to South Wayne Avenue; thence south in South Wayne Avenue to Nuttman Avenue. Inlet connecting sewers are shown in Nuttman Avenue and Indiana Avenue. The existing separate storm sewer in Fairfield Avenue, now draining from Packard Avenue, will be diverted by a connecting sewer along Wildwood Avenue to become a part of this separate sewer system. Local drainage along Kinnaird Avenue will be connected to the existing Fairfield Avenue storm sewer. All existing separate storm drains encountered will be connected to the proposed storm sewer; and storm water inlets no\v connected to the existing combined sewers along the route will be connected to the separate storm sewers. PROJECT 31 - A..:'lLINGTON-CLERHONT-MAXINE RELIEF SE~1ER. The relief sewer plan recommended for project 31 provides relief for existing overtaxed combined sewers in the alleys between South Wayne Avenue and Buell Drive, north from Sherwood Terrace.
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 66 |
Transcript | 11/35 Avenue intersection will continue along Fairfield Avenue, to be connected to the proposed storm relief sewer recounnended under Project 30. The service area for project 29 as shown contains approximately 70 acres. PROJECT 30 - WILDWOOD-SOUTH WAYNE AVENUE STORH RELIEF SE\ffiR A separate storm water sewer, outfalling to the St. Hary's River, is proposed for the relief of some 110 acres of land now served by combined sewers, along ~1ild"10od Avenue east to Fairfield Avenue. The main trunk sewer will extend eastwardly along Wildwood Avenue to South Wayne Avenue; thence south in South Wayne Avenue to Nuttman Avenue. Inlet connecting sewers are shown in Nuttman Avenue and Indiana Avenue. The existing separate storm sewer in Fairfield Avenue, now draining from Packard Avenue, will be diverted by a connecting sewer along Wildwood Avenue to become a part of this separate sewer system. Local drainage along Kinnaird Avenue will be connected to the existing Fairfield Avenue storm sewer. All existing separate storm drains encountered will be connected to the proposed storm sewer; and storm water inlets no\v connected to the existing combined sewers along the route will be connected to the separate storm sewers. PROJECT 31 - A..:'lLINGTON-CLERHONT-MAXINE RELIEF SE~1ER. The relief sewer plan recommended for project 31 provides relief for existing overtaxed combined sewers in the alleys between South Wayne Avenue and Buell Drive, north from Sherwood Terrace. |