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<br />'. <br /> <br />\ <br />} <br />C \ <br /> <br />) <br />( ) <br /> <br />b. Geologic Irwestiq"ltiOflS. The Hourgl"lss Dam si:e will be described. <br />All readily available data on site conditions will be reviewe:J. <br />Additional field explorations, surveys and field geologic mapping <br />win be carrie:J out, as desc::ibej in Appendix A Scope of work <br />under the Contract: for Consulcing;ProEessional Services daced <br />Octoberl989, becween the C:cy of Greeley, Colorado and McCall- <br />Ellingson ard Morrill, Inc. The additional work is described in <br />Appendix A of that COntract, as follows: <br /> <br />, <br /> <br />1. <br /> <br />Perfocm field explorations to evaluate subsurface conditio~s <br />and ::0 develo!? infor;na::ion regarding charac:eristics of the <br />soil and rock materials found at Hourglass Dam. This will <br />include the following: <br /> <br />Two borincs wil~ be located in the maLn dam sechon and shall <br />be drilled to 80 feet in dept..'l. Two ;rore holes will be <br />drilled at Stadon 16 + 00 along the dam crest in t.l1e vici- <br />nity of the dOWl1stre3lll face pending area. These holes shall <br />be approximately 55 feet in de;?th. Test borings may be, <br />StDooe:l above t.'1e'deoths described if boulders or dLffic:1lt <br />dr:.iiing conditions ~re encountered at a very shallow depl:..'l, <br />for example 20 feet in ::he planned 80 foot hole, ard addi- <br />tional hole wil.1. be at:t:empt:ed. In eac.'l hole, s"lmpIe atte,npt:s <br />will be made aOO Standard Penet:ration ~ests (SPr) will be <br />taken at appro:dmat:ely every 5-1:oot intervals. pllC casing <br />will be olaced j.neac.'l hol.:t:drilled t.'lrouah the embankment to <br />- - - <br />serve as' 'a 'Der~entoiezomet:er. <br />. . . ':~''':. '., . : ~ ,:.~,~ <~.::., ;~-'-..- <br /> <br />2. <br /> <br />A field sur.,ey ::;0 sucole.'1lenc existing topographic and design <br />illfot:mationwill beper::orinea. This shall i:1clude key spot <br />elevat:io'hs apput:enant' to the dam and fac:.:!.i ties, bore hole <br />locations, cri:ical cross sections of t..'le supply canal side <br />c.'lannel ,spillway'. ::levations will be :ied to Comanche <br />Reservoir Datum, and horizontal com:rol will be ::ied to <br />established land comers, if land CDrners are reasonably <br />access ib Ie. <br /> <br />3. <br /> <br />Per:orm field geOlogic ::lapping to develo!, informa.:ion :or use <br />in ill:..1scrrtting geologic COnditions at: t."1e site. The repor~ <br />will include a tYPical cross-section representing daca <br />obtained form t..'le ::est =x>ring program. <br /> <br />4. <br /> <br />The Project: 1".anager of :~e Consul1:aIlc shall be wyman <br />Flook. <br /> <br />The geologic rep:lr~s, bcluding geologic maps "nd sections, geologic logs of <br />foundation exploration holes, and la]s oE ~~terials in exploration holes will be <br />included as an appendix to :he rehabili~.a:::on feasibility rep:Jr::. <br />