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Soil Suitability Study Sheet 3 of 3 <br /> No water was encountered in excavating the additional <br /> soil profile hole, Soil Profile Hole No. 3 , on March 12 , <br /> 1993 . On March 13 , 1993 , water was noted in the bottom of <br /> the hole and was Two (2) inches in depth. The water was not <br /> coming into the hole from the bottom, but rather from the <br /> sides at a depth of about seven (7) feet below the ground <br /> surface. The recent rains had saturated the ground and water <br /> was finding relief into the hole at about the relative hard <br /> layer noted on the "Soil Profile Sheet" . The water noted in <br /> the hole does not appear to be of any serious consequence to <br /> to any septic systems proposed to be constructed on Parcel <br /> No. 5. <br /> Attempts to mold the soil removed from the additional <br /> soil profile hole, Soil Profile Hole No. 3 , in the hands <br /> resulted in the soils crumbling in lieu of molding <br /> indicating a very low content of clay. <br /> RECOMMENDATIONS : <br /> This additional soil profile study shows that a leach <br /> field installation is appropriate on Parcel No. 5 as <br /> recommended previously in my June 7 , 1991 Soil Suitability <br /> Study. The soil studied in the soil profile hole of this <br /> additional soil profile study is representative of the soil <br /> previously reported on for Soil Profile Hole No . 1 , also on <br /> Parcel No. 5 . Nothing new was found to change the <br /> recommendations reported on in my June 7 , 1991 Soil <br /> Suitability Study. <br /> ENGINEER' S STATEMENT: <br /> Septic systems can be installed on Parcel No. 5 to the <br /> density proposed and it is not expected to impact ground <br /> water nor cause other health hazards . <br /> Walter E. Curtis <br /> Civil Engineer <br /> C.E. # 11584 <br /> Attachments : Parcel Map (1) <br /> Soil Profile Sheet (1) <br /> MS-90-79, Parcel No. 5 Ernest K. Brown Property <br />