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• COtICLUSIOr`S <br />(1) 'Ifie proposed earthfill embanlanents will range in configuration <br />from a crest height of 22 co 54 °eet and side slc~c~s of 2.5 and <br />3 horizontal to 1 vertical and have maximuri impoundment of <br />approximately 5 to 39 acre feet. she pond cite.., are suitable for <br />the construction of the proposed embarument sections. <br />(2) 1'he proposed borrow aria for construction of lord 1 Cmbankment <br />mrsists predominantly of slightly sandy to sandy clay, weathered <br />and unweathered claystona bedrock, and yard sandstone bedrock. <br />Borrow sources for ponds 2A through Shave not yet ber_n define:9 <br />and will depend on development sequence. Considering the soils - <br />• on the site, the borraa soils tested are considered represen- <br />tative. Due to the availability o£ impervious clay and claystonc j <br />s <br />material are] lack of suitable semi-pervious arx: t~ervious :hater- <br />.; <br />ial, stodified h~^iogeneous aabankr;ents 3pDOars ~:pst feasitae. 'Phe <br />sandstone bedrock will be suitable for use as rock fill and a <br />ripran. Suitable material for use within filter or drain <br />t <br />sections will probably have tD be imported. ~ <br />(3) 'Phe existing foundation soils and bedrock ,:~aterials are ;enorally <br />suitable for support of tl:e proposed embarwacnt sections with <br />surface stripping and pccnaration. At Pond 5, removal of th? <br />upper soils beneath the downstream slope will be requires due to <br />the sloping bedrocY, surface and ,:~ediu:¶ shear strerrath-of the <br />upper natural soils. <br />C~ <br />.. : . <br />