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i15l�5•':18 lii:�i F9� 61�-1n75011 S P TESTIN�: INC �U� <br /> 'rr—..�r : <br /> ��P T��T���, 1NC. Steve� B. Schinners & Debra M. Schirmers <br /> 951 Ketydid Lane NE • St. Michael, MN 55376 • (G12) 497-3566 <br /> . FAX (612) 497-5011 <br /> State Liccnse#394 <br /> May 25, 1998 <br /> Spring Hill Golf Course <br /> Main Club House & Caretaker House <br /> Oror,o, Henn. Co., MN <br /> A Complianae Inspection was oompleted for the existing on-site sewage treatment <br /> syStem consisting of 2�00 In.ft_ of 4'wide seepag� bed. (over 3' wide classi�ies the <br /> System as 8 sQepage bed). Two soil pits were excavated finding a loamy medium sand <br /> and mottled soil at a depth of 78 _ The bottom of the system is approximately 42" below <br /> the ground surFace. The system'meets the required 3' sep�r�tion fiom the saturated <br /> soil. The sizing f�ctor is 1.27sq.ft./ga!lday. The existing design flow= 5040 gallday. <br /> The existing system is in campl�ance_ <br /> This site will have 20 employees at 15gaUeachlday = 3D0 gaUdey. The maximum <br /> membershipltlay �165 at 5gallday fpr the golf caurse & 2.5 galtday far lunch = 1s5 x 7.5 <br /> � 1238 gal/day_ The showers are siz�l at 25% = 41 showerslday at 10gallshower = 410 <br /> gal/day. The 1 bedroom ca�taker house = 150 gallday. The total water use = <br /> 2098gaUday. <br /> The flow from the caret�ker housE will fiow to the 1st existir►g tank. Due to Ehe location <br /> of the house approximate elevation 1 Q04.0 and the tank at elev.977.U, the supply line <br /> will need to b� �n�t�lled to allow solids to flow. The flow from the club house will use th� <br /> ebsting supply line at the west side of the cl�b hause. The lowest fioor elevatlon is <br /> approximateEy 998.4 <br /> CC�" �� - , <br /> Steven B. Schirmets <br /> 1 <br />