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'able of Contents <br />Page 1 Cover Sheet <br />Page 2 Construction Specifications <br />Page 3 Schematic <br />Page 4 Septic Site Plan <br />Page 5 Recirculating Textile Filter <br />Page 6 Tank & Pump Details <br />Page 7 Drain Field Details <br />Page 8 Parts List and Maintenance <br />?r20ject D <br />© City of Detroit plans to develop a visitor portal park on a former elementary school site. <br />© Design Flow- 964 gallons per day (GPD) peak flow. <br />0 Restroom wastewater flows by gravity to a 2 -Pod AX20N Recirculating Textile Filter system. <br />Treatment Standard I Filtrate is dosed to 225 ft o Absorption System dralnfield for <br />final disposal. <br />o Application rate of 35 linear feet (LF) trench per 150 GPD <br />T "I 9S, F --),:,5-F, S: 21 rL: 100 <br />110 8 Patton Rd <br />Detroit, OR 97342 <br />Site Feasibility <br />• NRCS Soils Survey: Aschoff gravelly medial loam <br />o Refer to DEQ feasibility approval dated 14 April 2008, Onsite # 05406534 <br />approved for Treatment Standard 1 - 35 LF/150 GPD application rate <br />o See also EMS Soil Profile Sleet 13 Dec 2017-X1USTA-LL ATT TeEA-TmENT SrAAjP*eD � <br />AXZOR Zpop MonE iA. <br />"APPROVED FOR SEPTIC <br />INSTALLATION ONLY" <br />it is the responsibility of the <br />applicant to coordinate these <br />requirements with all others. <br />'..ea4c� 0 <br />E #7 <br />�. May q �zoi8 <br />%acl' At c�,�,��rd S'�`? 26 1 <br />INSTALLER # <br />LICENSE tj,'- <br />VICINITY <br />MAP <br />RD <br />E [E <br />APR 0 4 2015 <br />MARION COUNTY <br />B111LDlNia INSPECTION <br />PvP2tL <br />