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Attachment 2 <br /> <br />Efland Sewer System Summary: <br />• Approximately 11.6 miles of gravity sewer <br />• Approximately 1.5 miles of publicly-maintained ( 3”) service force mains <br />• Approximately 4.2 miles of transmission force main to Mebane <br />• 3 duplex pump stations <br />• 3 publicly-maintained individual service pump stations <br /> <br />SECTION <br />(1) PLAN NAME ENGINEER PIPE SIZES/ <br />MATERIALS <br />CONST. <br />DATE <br />A <br />EFLAND-CHEEKS <br />TOWNSHIP SANITARY <br />SEWER FACILITIES <br />HAZEN AND <br />SAWYER <br />SEWER: 8” & 12” <br />ULTRA-RIB PVC <br />FORCE MAIN: 10” PVC <br />1989 <br />B <br />HANCOR, INC. – <br />NORTH CAROLINA PLANT <br />SANITARY SEWER <br />EXTENSION <br />PHILLIP POST & <br />ASSOCIATES <br />FORCE MAIN: <br />2” PVC 1993 <br />C <br />EFLAND ESTATES – CAIN <br />DRIVE IMPROVEMENTS <br />1997 <br />COULTER HART <br />JEWELL THAMES <br />SEWER: 8” PVC <br />FORCE MAIN: <br />2” SCHEDULE 80 PVC <br />1997 <br />D BARBER & ROSS <br />SANITARY SEWER <br />CIVIL <br />CONSULTANTS <br />FORCE MAIN: <br />3” PVC 1999 <br />E RICHMOND HILLS KIMLEY-HORN AND <br />ASSOCIATES <br />SEWER: <br />8” SDR-35 PVC 2002 <br />F ASHWICK SUBDIVISION – <br />PHASE 1 <br />PHILLIP POST & <br />ASSOCIATES <br />SEWER: <br />SDR-35 PVC 2002 <br />G ASHWICK SUBDIVISION – <br />PHASE 2 <br />PHILLIP POST & <br />ASSOCIATES <br />SEWER: <br />SDR-35 PVC 2006 <br />H EFLAND SANITARY SEWER <br />IMPROVEMENTS 2007 <br />COULTER JEWELL <br />THAMES (DESIGN); <br />McGILL <br />ASSOCIATES – <br />(CONSTRUCTION <br />ENGINEERING & <br />INSPECTION) <br />SEWER: <br />8” PVC & 8” DIP, <br />DEPENDING ON <br />DEPTH OF BURY <br />FORCE MAIN: <br />8” DIP <br />2013 <br />I McGOWAN INTERCEPTOR McGILL <br />ASSOCIATES <br />SEWER: <br />12” DIP 2014 <br />J TINNIN WOODS <br />SUBDIVISION <br />SUMMIT DESIGN <br />AND ENGINEERING <br />SERVICES <br />SEWER: <br />8” PVC 2014 <br />K <br />ELFAND SEWER TO <br />MEBANE - PHASE 2 <br />EXTENSION <br />HOBBS UPCHURCH <br />(PARTIAL DESIGN); <br />McGILL <br />ASSOCIATES <br />(FINAL DESIGN AND <br />CONSTRUCTION <br />ENGINEERING & <br />INSPECTION) <br />SEWER: <br />12” SDR-35 PVC & 12” <br />CL. 50 DIP, <br />DEPENDING ON <br />DEPTH OF BURY <br />FORCE MAINS: <br />10” & 12” C900 PVC <br />2018 <br />NOTES: (1) SEE COLOR-CODED ATLAS (NOT A PART OF THESE TRANSFER DOCUMENTS) <br />