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File #: 1569-2007    Version: 1
Type: Ordinance Status: Passed
File created: 9/26/2007 In control: Utilities Committee
On agenda: 11/12/2007 Final action: 11/15/2007
Title: To authorize the Director of Public Utilities to modify the professional engineering services contract with DLZ Ohio, Inc., for the Olentangy-Scioto Interceptor Sewer (OSIS) Augmentation and Relief Sewer (OARS); to authorize the transfer and appropriation of $8,925,509.96 from the Sanitary Sewer Reserve Fund; to authorize the expenditure of $8,925,509.96 within the Voted Sanitary Sewer Bond Fund; and to amend the 2007 Capital Improvement Budget, for the Division of Sewerage and Drainage. ($8,925,509.96)
Attachments: 1. ORD1569-2007 Map1.pdf, 2. ORD1569-2007 Map2.pdf, 3. ORD1569-2007 LegislationInformation.pdf
Date Ver.Action ByActionResultAction DetailsMeeting Details
11/15/20071 CITY CLERK Attest  Action details Meeting details
11/13/20071 MAYOR Signed  Action details Meeting details
11/12/20071 Columbus City Council ApprovedPass Action details Meeting details
11/12/20071 COUNCIL PRESIDENT Signed  Action details Meeting details
11/5/20071 Columbus City Council Read for the First Time  Action details Meeting details
10/19/20071 Utilities Drafter Sent to Clerk's Office for Council  Action details Meeting details
10/18/20071 Utilities Drafter Sent for Approval  Action details Meeting details
10/18/20071 CITY ATTORNEY Reviewed and Approved  Action details Meeting details
10/17/20071 FINANCE DIRECTOR Reviewed and Approved  Action details Meeting details
10/17/20071 Utilities Drafter Sent for Approval  Action details Meeting details
10/17/20071 Auditor Reviewer Reviewed and Approved  Action details Meeting details
10/17/20071 CITY AUDITOR Reviewed and Approved  Action details Meeting details
10/16/20071 Finance Reviewer Reviewed and Approved  Action details Meeting details
10/16/20071 Finance Reviewer Reviewed and Approved  Action details Meeting details
10/12/20071 Utilities Drafter Sent for Approval  Action details Meeting details
10/11/20071 EBOCO Reviewer Sent for Approval  Action details Meeting details
10/11/20071 ODI DIRECTOR Reviewed and Approved  Action details Meeting details
10/2/20071 Utilities Reviewer Sent for Approval  Action details Meeting details
10/2/20071 UTILITIES DIRECTOR Reviewed and Approved  Action details Meeting details
10/2/20071 Utilities Drafter Sent for Approval  Action details Meeting details
10/1/20071 Utilities Reviewer Reviewed and Approved  Action details Meeting details
9/26/20071 Utilities Drafter Sent for Approval  Action details Meeting details
9/26/20071 Utilities Reviewer Reviewed and Approved  Action details Meeting details
9/26/20071 Utilities Drafter Sent for Approval  Action details Meeting details
a(OARS). (See Attached Map)

This project overall purpose is to design and construct a large diameter conduit that will convey combined sewer overflow (CSO), along a general alignment beginning in the vicinity of I-670 and Neil Avenue, traveling south along the Scioto River to the location of the Jackson Pike Wastewater Treatment Plant. The OARS will relieve the existing OSIS, which is surcharging during wet weather events. The project will provide for the substantial reduction, in terms of flows or pollutant loads, in the discharges from Whittier Street Storm Tanks in compliance with the CSO Consent Order from the Ohio EPA.

The purpose of this Modification #2 is to complete final design engineering services that will be based upon the Design Report recommendations. The scope of the preliminary engineering was revised because the original construction concept, shallow, open-cut, twin 144" diameter sewers, was changed to a single, 18' diameter deep tunnel to be constructed in bedrock. The basis of the original scope was the recommendations of the 2005 Wet Weather Management Plan. A draft Design Report evaluating the open cut option from the Jackson Pike WWTP north to the Whittier Street Storm Tanks was completed and submitted to the City in August 2006. With the City's concurrence, a tunnel alternative was also evaluated, and a supplement to the DR was completed and submitted in September 2006. A Value Engineering Study was completed, reviewing all of the potential construction alternatives, and was submitted in October 2006. The VE Team concluded that the deep tunnel alternative was the best construction option and the City has accepted the recommendation.

The work involved with Modification #2 includes design and preparation of drawings and specifications for construction of an 18-foot diameter tunnel approximately 29,000 lineal feet in length including drop shaft connections to the Henry St. and Chestnut St. regulators, and drop shafts at Short St., Whit...

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