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3.1 Sewage Treatment System Components A detailed summary of the proposed components is as follows: • Approximately 60 LF of 4-inch gravity sewer piping,laid with a minimum grade oft-inch of fall per foot of run between the new building and the inlets to the septic tanks. • One(1) 1,500-gallon pre-cast concrete kitchen septic tank with PVC risers,fiberglass lids,and related piping and appurtenances. • One(1) 1,500-gallon concrete primaryseptic tank with PVC risers,fiberglass lids,and pre-cast ep � related piping and appurtenances. • Approximately 650 LF of 4-inch and 3-inch gravity effluent sewer piping with cleanouts at strategic locations. • • One(1) 1,500-gallon pre-cast concrete surge dosing tank with PVC risers,fiberglass lids,a custom Biotube screened pump vault,a pair of high head effluent pumps,control and alarm floats,and related piping and appurtenances. • One(1)2,000 gallon pre-cast concrete treatment tank,equipped with a 1,500 gpd fixed activated sludge treatment(MicroFAST® 1.5)unit,blower, controller,vent,bark mulch filter, along with PVC risers,fiberglass lids, and related piping and appurtenances. • One(1)control and alarm panel with a dedicated power supply,conduits for primary power,field wiring, and related appurtenances. • Approximately 45 LF of 4-inch Schedule 40 PVC gravity effluent sewer. • Approximately 450 LF of serial distribution soil absorption trenches,and related appurtenances. 4.0 PROJECT SCHEDULE Construction is anticipated to occur as soon as practical during the late spring or early summer of 2018(as soon as soil and weather conditions allow and the permit is issued). 5.0 CONSTRUCTION SPECIFICATIONS Unless specifically described differently in the approved plans and specifications,all materials,standards, and workmanship pertaining to the collection,treatment,and disposal system shall comply with the requirements of the Department of Environmental Quality(DEQ)as outlined in the current version of the Onsite Wastewater Treatment System Rules(Oregon Administrative Rules[OAR],Chapter 340, Divisions 71 and 73 -OAR 340-71 and 73).All materials,standards,and workmanship pertaining to the collection system(building sewers)shall comply with the requirements of the current version of the Uniform Plumbing Code and applicable Oregon amendments.All materials,standards,and workmanship pertaining to the electrical components shall comply with the current version of the National Electrical Code and appropriate local amendments. 5.1 General Specifications Each area of the Site disturbed by the Installer shall be restored to its original condition,or as specified elsewhere in the approved plans and specifications.This shall include removal of all scraps,containers, debris,excess aggregate, and extraneous material incidental to the project.The Site shall be maintained in a safe and sanitary manner consistent with the standards of the State of Oregon and the industry.All CES-Albany,OR St.Innocent Winery and Tasting Room I P&S Doc2018240028 St.Innocent Winery Plans&Specs May 2018 I Page 2