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Droperty Owner Charles&Constance Houman Parma lD# 07-020-2-40-16-02-5 05-002-D I l Q00 Page 2 of 3 <br /> F ❑Boring <br /> 3 ] Boring# Pit Ground surface elev. 96.61 ft Depth to kmiting factor >96 in. <br /> -- Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f12 <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. I -Eff#1 -Eff#2 <br /> 1 0-8 7.5YR2.5/2 - Is lfgr mvfr a 2f-co 0.7 1.6 <br /> 2 8-17 7.5YR3/4 - Is 0S9 ml gs 2f-m 0.7 1.6 <br /> 3 17-36 7.SYR4/4 - Is 0S9 m1 gs 2f-M 0.7 1.6 <br /> 4 36-57 7.5YR4/4 - s 059 m1 gs 2f-m 0.7 1.6 <br /> 5 57-M 7.5YR5/4 - S 059 ml gs if 0.7 1.6 <br /> 6 80-96 7.5YR5/4 - sr fs 0s9 ml - - 0.5 1.0 <br /> F-1 <br /> ❑Boring <br /> Boring# Pit Ground surface elev. fL Depth to limiting factor in. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W <br /> in. Munsell Qu.Sz.Cont Color Gr.Sz.Sh. *Eff#t -Efl42 <br /> ❑Boring <br /> Boring# Pit❑ Ground surface elev. It. Depth to limiting factor in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description ! Texture Structure Consistence Boundary Roots ` GPD/W <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#f `EfF#2 <br /> i <br /> Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD5<30 mg/L and TSS<30 mglL <br /> SBI)_£L (Frost(R.97/13) Keft Stoner CST <br />