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8G Consent 2009 0706
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8G Consent 2009 0706
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Last modified
7/6/2009 10:06:50 AM
Creation date
7/6/2009 10:06:48 AM
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CM City Clerk-City Council
CM City Clerk-City Council - Document Type
Staff Report
Document Date (6)
7/6/2009
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_CC Agenda 2009 0706
(Reference)
Path:
\City Clerk\City Council\Agenda Packets\2009\Packet 2009 0706
Reso 2009-100
(Reference)
Path:
\City Clerk\City Council\Resolutions\2009
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CITY OF SAN LEANDRO <br />STAFF REPORT <br />DATE: July 6, 2009 <br />TO: Stephen L. Hollister, City Manager <br />FROM: Uchenna Udemezue, P.E., Direc <br />Engineering and Transportation <br />BY: Kenneth Joseph, P.E., City Engine~r <br />i <br />,` <br />SUBJECT/PROJECT DESCRIPTION: <br />APPROVED AND <br />FORWARDED <br />TO CITY COUNCIL <br />°~`'~ ~- <br />tephen L. Hollister <br />City Manager <br />RESOLUTION APPROVING A CONTRACTUAL SERVICES AGREEMENT WITH <br />CREEGAN + D'ANGELO CONSULTING AND CIVIL ENGINEERS RELATING TO THE <br />PREDA STREET-SAN LEANDRO CREEK SANITARY SEWER UPGRADE PHASE 2, <br />PROJECT NO. 593-52-121. <br />SUMMARY AND RECOMMENDATION <br />Staff recommends approval of a contractual services agreement with Creegan + D'Angelo <br />Consulting and Civil Engineers (C+D), in the amount of $81,000 to provide design and <br />environmental services for Phase 2 of the subject project. <br />BACKGROUND <br />Two large sewer main lines cross San Leandro Creek near the north end of Preda Street adjacent <br />to Union Pacific's main rail line. The pipes are supported by two independent parallel bridge <br />structures spanning approximately 80 feet. The bridges were constructed in 1938 and 1974. The <br />crossings are considered potentially high-risk facilities because any sewer leaks could cause <br />unacceptable environmental and water quality impacts, and associated costs for clean-up and <br />repair could be monumental. <br />Phase 1 of this project analyzed the stability of the creek banks and the structural performance of <br />the pipelines, bridges and foundations under both normal conditions and during seismic activity. <br />Deficiencies to the bridge trusses and pipeline joints were identified, while the foundations and <br />bank stability appeared adequate. <br />Structural improvements to the bridge truss structures could be augmented in place. However, <br />upgrades to the pipeline will require excavation and disturbance into the creek banks, requiring <br />agency permitting. <br />
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