Orange County NC Website
121 <br /> CommunitySmall 1 1 Construction 1 <br /> Fiheaxla.c.r Gasheted Lid with <br /> 9ainie.&y.Steel&JAY(irataoralinra gvirlmit) <br /> P C&Ter(24"0) PVC Riser w0h iCarv+nnaels(24'0) <br /> 4 hwulariotr fdjaaiatxal <br /> Grund Surfoee 1•!.7"FZ Prig <br /> 2"Below Lid <br /> FifAr.tiCawar»t t Disc BelowFRIS1 <br /> ATM <br /> Trak rkleziiter P <br /> � 1.35 iU l3rst•hcrrfe <br /> 4"( palet 114.saalat'.ahrnY Jrnst lime) <br /> 1-1.114"High Fressarry HOM <br /> l kNrl A.TTV00111'(•veNlatf,R lased <br /> rrrt rank fttunufirC•ttu-e'r) <br /> 9 <br /> Cheek MA-L, <br /> O u nco Eyii aaew Pump <br /> Filer Ccarrrldge <br /> Bieafahe Pitmp KnO <br /> Mirertight Cowrere Tanh <br /> .SECTION VIEW <br /> Figure 2.Typical STEP system. <br /> Constructed costs for on-lot effluent sewer equipment-excluding the service connection, building sewer,and service lateral-are provided in <br /> Table 2. On-lot STEP package installation costs vary as a result of(1)tank volume, (2)tank material, (3) burial depth, (4)geological conditions, (5) <br /> groundwater elevation, (6)tank location and building sewer length,and (7) number of units. <br /> Table 2.Capital Costs:On-Lot STEP Package for Orenco Effluent Sewers. <br /> Project Name Year Tank Volume,gal. (m3) Unit Qty USD/Conn. Tank Depth,ft(m) <br /> Atoka,TN 2009 1,000(3.8) Each 226 $4,700 2-3 (0.6-0.9) <br /> Lexington, IN 2010 1,500(5.7) Each 117 $4,532 2-3 (0.6-0.9) <br /> Bayou La Batre,AL 2010 1,000(3.8) Each 26 $4,400 1.5-2 (0.4-0.6) <br /> Bayou La Batre,AL 2010 1,500 (5.7) Each 26 $4,950 1.5-2 (0.4-0.6) <br /> Rathbun Lake, IA 2011 1,250(4.7) Each 24 $4,289 4-5 (1.2-1.5) <br /> Superior, IA 2011 1,000 (3.8) Each 69 $4,485 4-6 (1.2-1.8) <br /> Fulton,AL 2012 1,000 (3.8) Each 125 $3,400 1.5-2 (0.4-0.6) <br /> Fulton,AL 2012 1,500 (5.7) Each 5 $4,000 1.5-2 (0.4-0.6) <br /> Christiansburg, OH 2013 1,000(3.8) Each 100 $5,095 <3 (0.9) <br /> Coffeeville,AL 2014 1,000 (3.8) Each 190 $3,623 2-3 (0.6-0.9) <br /> ®2014 Orenco Systems®Inc. NFS-EFS-CC-1 <br /> Rev.1.6,©08/14 <br /> Page 3 of 13 <br />