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� � <br /> - 06/24/2002 :5:37 5�32749351 PL�u1TTONI �VLPMNT C� PAI� 03 <br /> Panattoni ��velopment E-10131 <br /> June 19,2072 Page 3 <br /> 7he Infiltration capabili o` the soils throughout the propuseo infiltration pond area <br /> vary both horizontally a d verticaliy. Due to this variability, a representative fror,i ECI <br /> should o6serve the propbsed infiltration eleua:ion during excavation to verify the soils <br /> encountered are as anticipaeed. <br /> Subsurfece Conditions <br /> Subsurface Conditions afe presented in the fol�owing log table: <br /> � <br /> 7eat Plt Depth in USCS USDA <br /> Feet Clessificatior� ClasatHcation <br /> TP-1 0-17 5P- ra /hrown oorl raded Sand Coarse Sand <br /> TP-2 0-17 SP- Brown oorl radr.d Sand Coarse San� <br /> TP-3 0-17 ^uP-Gre /brown oorl raded Sand Coaran Sand <br /> TP-4 0-17 SP- Gray/brown poorly grade�+ Sand Coarse,Sand <br /> TP-5 0-17 SP- Gray poorly graded S�_�d � :.carse Sand <br /> TP-8 0-17 I SP ra poorly graded Sand � Ccarse Sand <br /> TP•7 0-8 I SM- Gra silt sand Fine Sznd Laem <br /> TP-6 0-6 SP- Gre /brown oorl radi:d s3nd Coarse Sand <br /> TP-8 5-8 i SM- Gra silty sand Fine Sond Loam <br /> �ased on the results �f our exploratlon and textu�al analyses, in our opinion, <br /> Infiltration of stormwat and roof runoff will be fees:ble in tho vicinity of Test Prs <br /> TP-1 through TP-6. Bes d on the textural analysis Intiltration wiil not ba feasible Sn <br /> tha vfcinity at Test Pits f P-7 and TP-6. <br /> I <br /> 6nn Caneokentc inc. <br /> � <br /> �7 <br />