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r <br /> �,,, Marion County Public Works <br /> 4.1I Building Inspection Division <br /> 5155 Silverton Rd NE <br /> Salem OR 97305 <br /> (503) 588-5147 Fax(503) 588-7948 <br /> http://www/co.marion.or.us <br /> ON-SITE SYSTEM MATERIAL LIST <br /> (DIRECTIONS&DEFINITIONS ON BACK) <br /> Address 6878 Burnett St SE Salem OR 97317 Tax Lot# 072W34CA00500 <br /> Section Township Range Lot <br /> 1. SEPTIC TANKS <br /> ❑ SEPTIC TANK: MFG. N/A CAPACITY 1000 cal MATERIAL Concrete <br /> ❑ DOSING TANK:MFG. N/A CAPACITY MATERIAL <br /> ❑ SEPTIC/DOSING TANK: X SINGLE COMPARTMENT ❑ TWO COMPARTMENT 0 FLOW-THROUGH <br /> MFG. CAPACITY MATERIAL <br /> Mfg.'s Specs. Included <br /> 2. PUMPING ASSEMBLIES <br /> PUMP 1: MFG. N/A MODEL (INCLUDE PERFORMANCE CURVE) 0 <br /> PUMP 2: MFG. MODEL (INCLUDE PERFORMANCE CURVE) ❑ <br /> CONTROL PANEL: MFG. MODEL ❑ <br /> HYDROSPLITTER: MFG. MODEL (INCLUDE ORIFICE CALCULATIONS) ❑ <br /> EFFLUENT FILTER: MFG. : MODEL ❑ <br /> DISTRIBUTION VALVE:MFG. MODEL ❑ <br /> 3. EFFLUENT TRANSPORT PIPING <br /> X GRAVITY EFFLUENT SEWER: LENGTH 54'(tank to 151 box)155'total DIAMETER 4" MATERIAL PVC 3034 pipe FALL(IN INCHES) 'l t" <br /> ❑ PRESSURE PIPING: LENGTH DIAMETER MATERIAL PSI <br /> 4. DISPOSAL FIELD(DRAINFIELD) <br /> DISTRIBUTION TECHNIQUE: ❑ EQUAL ❑ LOOP X SERIAL 0 PRESSURIZED <br /> TOTAL LINEAR FOOTAGE: 390 <br /> DRAIN MEDIA: X GRAVEL-LESS ABSORPTION METHOD ❑ROCK&PIPE ❑OTHER EZ Flow <br /> TOTAL DEPTH _ DEPTH BELOW PIPE <br /> TRENCH DEPTH(FROM ORIGINAL GROUND SURFACE): MIN 24" MAX 28" <br /> CAPPING FILL DEPTH(DEPTH OF CAP): <br /> SETBACKS FROM WELLS: SEPTIC TANK 170' SAND FILTER OR ATT UNIT N/A DRAINFIELD 220' <br /> 5. DEWATERING SYSTEMS(IF REQUIRED) <br /> ❑ CURTAIN DRAIN 0 TILE DEWATERING <br /> TRENCH DEPTH: <br /> DRAIN MEDIA: 0 ROCK&PIPE ❑OTHER <br /> TOTAL DEPTH DEPTH BELOW PIPE ❑ FILTER FABRIC <br /> PERFORATED PIPING: DIAMETER MATERIAL <br /> 6. ADVANCED TREATMENT UNITS <br /> ❑ SAND FILTER ❑ RGF ❑ AT I: TYPE <br /> C:\USERS\TYLER\DOCUMENTS\PERSONAL\6878\SEPTIC MATERIALS LIST-6878 BURNETT ST.DOC Rev 3/18 <br />