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4 <br /> Attachment 2 <br /> Efland Sewer System Summary: <br /> • Approximately 11 .6 miles of gravity sewer <br /> • Approximately 1 .5 miles of publicly-maintained (5 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 /> SECTION PIPE SIZES/ CONST. <br /> PLAN NAME ENGINEER MATERIALS DATE <br /> EFLAND-CHEEKS HAZEN AND SEWER: 8" & 12" <br /> A TOWNSHIP SANITARY SAWYER ULTRA-RIB PVC 1989 <br /> SEWER FACILITIES FORCE MAIN: 10" PVC <br /> HANCOR, INC. — <br /> NORTH CAROLINA PLANT PHILLIP POST & FORCE MAIN: <br /> B SANITARY SEWER ASSOCIATES 2" PVC 1993 <br /> EXTENSION <br /> EFLAND ESTATES—CAIN COULTER HART SEWER: 8" PVC <br /> C DRIVE IMPROVEMENTS JEWELL THAMES FORCE MAIN: 1997 <br /> 1997 2"SCHEDULE 80 PVC <br /> BARBER & ROSS CIVIL FORCE MAIN: <br /> D SANITARY SEWER CONSULTANTS 3" PVC 1999 <br /> E RICHMOND HILLS KIMLEY-HORN AND SEWER: 2002 <br /> ASSOCIATES 8" SDR-35 PVC <br /> ASHWICK SUBDIVISION— PHILLIP POST & SEWER: <br /> F PHASE 1 ASSOCIATES SDR-35 PVC 2002 <br /> ASHWICK SUBDIVISION— PHILLIP POST & SEWER: <br /> G PHASE 2 ASSOCIATES SDR-35 PVC 2006 <br /> COULTER JEWELL SEWER: <br /> THAMES (DESIGN); 8" PVC & 8" DIP, <br /> EFLAND SANITARY SEWER McGILL DEPENDING ON <br /> H IMPROVEMENTS 2007 ASSOCIATES— DEPTH OF BURY 2013 <br /> (CONSTRUCTION FORCE MAIN: <br /> ENGINEERING & 8" DIP <br /> INSPECTION) <br /> I McGOWAN INTERCEPTOR McGILL SEWER: 2014 <br /> ASSOCIATES 12" DIP <br /> TINNIN WOODS SUMMIT DESIGN SEWER: <br /> J SUBDIVISION AND ENGINEERING 8" PVC 2014 <br /> SERVICES <br /> HOBBS UPCHURCH SEWER: <br /> (PARTIAL DESIGN); 12" SDR-35 PVC & 12" <br /> ELFAND SEWER TO McGILL CL. 50 DIP, <br /> K MEBANE - PHASE 2 ASSOCIATES DEPENDING ON 2018 <br /> EXTENSION (FINAL DESIGN AND DEPTH OF BURY <br /> CONSTRUCTION FORCE MAINS: <br /> ENGINEERING & 10" & 12" C900 PVC <br /> INSPECTION <br /> NOTES: (1) SEE COLOR-CODED ATLAS(NOT A PART OF THESE TRANSFER DOCUMENTS) <br />