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CITY COUNCIL REGULA MEETING AGENDA PACKET _Revised_ 6-2-26
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CITY COUNCIL REGULA MEETING AGENDA PACKET _Revised_ 6-2-26
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5/29/2026 2:56:22 PM
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5/29/2026 2:52:12 PM
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CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
6/2/2026
DESTRUCT DATE
15Y
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Ordinance No. 2306 <br />Page 19 of 35 <br />Page 19 of 35 <br /> <br />from Alameda County Department of Environmental Health. A lawful connection to the <br />City’s sanitary sewer shall be made. Exceptions for pre-existing on-site systems must <br />be approved by the City Engineer if compliant with Pleasanton Municipal Code Chapter <br />15. <br /> <br />57. SANITARY SEWER DESIGN STANDARDS: Connections to the City’s sanitary sewer <br />network shall conform to Pleasanton Municipal Code Title 15 “Sewerage”. All buildings <br />inhabited by human beings which are not more than 250 feet from the City’s sewer <br />network shall be connected. All premises, parcels, and/or lots shall have independent <br />connections to the City’s sewer network. Public sanitary sewer system shall be <br />designed to satisfy the following minimum standards: <br /> <br />a. Minimum Manning Coefficient (n) within the pipe = 0.013 <br /> <br />b. Minimum flow velocity = 2 feet per second at least once per day <br />c. Maximum flow velocity = 10 feet per second <br /> <br />d. Maximum depth of flow to pipe diameter (d/D) = 0.75 for dry weather flow <br />conditions <br /> <br />e. Minimum pipe sizes: <br />i. Laterals = 4 inches diameter <br />ii. Main = 8 inches diameter <br />iii. Force main = 6 inches diameter <br /> <br />f. Minimum slope per table: <br />Pipe size in diameter Minimum slope <br />4 inches 0.02 (lateral) <br />8 inches 0.005 (lateral) <br />8 inches 0.003 <br />10 inches 0.0025 <br />12 inches 0.0020 <br />15 inches or larger 0.0015 <br /> <br />g. Maximum manhole spacing = 350 feet <br /> <br />h. Minimum curvature for curved sewer mains: 200 feet or not less than <br />recommended by pipe manufacturer <br /> <br />i. Minimum pipe cover = 5 feet <br /> <br />j. Peaking factor shall be Peak Wet Weather Flow divided by Average Dry Weather <br /> <br />k. flow (PF = PWWF/ADWF). Referring to the City’s Wastewater Master Plan from <br />August 2007, PF shall be the average of the three events shown on Table 4.5 <br />Page 42 of 617
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