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existing and relocated channel. Permits must be secured from the
Department of Natural Resources, State of Indiana and the U.S. Army
C~rps of Engineers before the channel can be relocated. lve suggest
that the relocation be reviewed with the City Planning Commission for
consideration before design is complete. It is estimated that 21,600
pounds of BOD per year t-,ill be removed at this installation. This
facility is shown on Figure IV/3 in !'-taster Plan for Setvers - Part
One - Relief Sewers. See Table VI/3 for cost and scheduling data.
VI/14
Collector Conduits Treatment Facility "B" - Collector conduits for
Treatmen t Facili ty "n If include the Main St ree t Collec tor Seto1er and the
Nelson Street Outfall River Crossing. The Nelson Street Crossing is
200 feet of 6-foot by I3-foot gravity conduit. The Hain Street Sewer
consists of a 600-foot length of 6-foot by 8-foot-6-inch gravity conduit
and a 2,400-foot length of double 6-foot by l2-foot cell gravity
conduit. These conduits are described and shown in Figure Iv/3 in
11as ter Plan for SCHers - Part One - Relief Se\Vers.
Faci Ii ty "e"
Treatment Facility - Treatment Facility "e" will be located in Foster
Park and 'o1ill serve 2,630 acres of land drained by the Rudisill,
Indian Village, and Shenvood Terrace combined sewer system. This
facility 'viII consist of a large underground tank approximately 1,000
feet by 600 feet by 12 feet deep, resulting in a surface settling rate
of 6!+0 gpsfd and detention time of approximately 3.4 hours at an
estimated maximum flmv rate of 383 HGD. The capacity of this tank
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 191 |
| Transcript | existing and relocated channel. Permits must be secured from the Department of Natural Resources, State of Indiana and the U.S. Army C~rps of Engineers before the channel can be relocated. lve suggest that the relocation be reviewed with the City Planning Commission for consideration before design is complete. It is estimated that 21,600 pounds of BOD per year t-,ill be removed at this installation. This facility is shown on Figure IV/3 in !'-taster Plan for Setvers - Part One - Relief Sewers. See Table VI/3 for cost and scheduling data. VI/14 Collector Conduits Treatment Facility "B" - Collector conduits for Treatmen t Facili ty "n If include the Main St ree t Collec tor Seto1er and the Nelson Street Outfall River Crossing. The Nelson Street Crossing is 200 feet of 6-foot by I3-foot gravity conduit. The Hain Street Sewer consists of a 600-foot length of 6-foot by 8-foot-6-inch gravity conduit and a 2,400-foot length of double 6-foot by l2-foot cell gravity conduit. These conduits are described and shown in Figure Iv/3 in 11as ter Plan for SCHers - Part One - Relief Se\Vers. Faci Ii ty "e" Treatment Facility - Treatment Facility "e" will be located in Foster Park and 'o1ill serve 2,630 acres of land drained by the Rudisill, Indian Village, and Shenvood Terrace combined sewer system. This facility 'viII consist of a large underground tank approximately 1,000 feet by 600 feet by 12 feet deep, resulting in a surface settling rate of 6!+0 gpsfd and detention time of approximately 3.4 hours at an estimated maximum flmv rate of 383 HGD. The capacity of this tank |
