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<br /> - --.- - - <br /> Street Watermain size Pipe material Break history <br /> . Katie Lane 6" Ductile iron 0 <br /> -, <br /> Katie Court 6" Ductile iron 0 <br /> - <br /> Brighton Way 6" Ductile iron 0 <br /> _..~ - --- <br /> Pine Tree Drive 16" Cast iron 0 <br /> . - <br /> Harriet Drive 8" Cast iron 0 <br /> Connelly ^ venue 12" Ductile iron 2 <br /> -' - <br /> Lametti Lane 6" Ductile iron 1 <br /> Lametti Circle 6" Ductile iron 0 <br /> -..-- <br /> Chatham A venue 8" Ductile iron 0 <br /> -_. <br /> Royal I,ane 6" Ductile iron 1 <br /> .1----.. ..--,.-. <br /> Dawn Circle East 6" Ductile iron 0 <br /> u_ <br /> Briarknoll Circle 8" Ductile iron 1 <br /> ---~- <br /> Briarknoll Drive 6"-8" Ductile iron 1 <br /> . -- _..~ <br /> Karth Lake Circle 6"-8" Ductile iron 2 <br /> Public Works staff also reviewed all of the hydrants and gate valves within the proposed <br /> project to evaluate the existing conditions and gain an understanding of what repairs and <br /> improvements are necessary. <br /> Sanitary Scwer <br /> . The existing condition of the sanitary sewcr system was acquired from as-built information <br /> and sewer video tapcs. The following is a table of the existing sanitary scwer with <br /> information on pipe size, material and any problems noted during the televising. <br /> - <br /> Street Sanitary sewer size Pipe material Problems <br /> ------ - <br /> Katie Lane 8" PVC <br /> -- -"."-- <br /> Katie Court 8" PVC <br /> - - --.-- - <br /> Brighton Way 8" PVC <br /> -- <br /> Pine Trce Drive None <br /> ---- ..------ <br /> Harrict Drive Nonc <br /> ------ <br /> Connelly ^ venue - -- 8",12" Clay, concret<::__ <br /> Lametti Lane 8" PVC <br /> -----.-- <br /> Lametti Circle 8" PVC <br /> "--- -- <br /> Chatham A venue 8" PVC <br /> -- <br /> Royal Lane 8" Clay_ <br /> Dawn Circle East 8" PVC <br /> -- -----". <br /> 13riarknoll Cirele 8" PYC <br /> 13riarknoll Drive 8" rve Deflected, sagging <br /> .- pipe, offset joints <br /> Karth Lake Circle 8" pve <br /> .....-- ..-" <br /> . <br /> 20 <br />