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<br />, , <br /> <br />u <br /> <br />., <br /> <br />\ <br /> <br />L.. <br /> <br />.."', <br /> <br />r-J <br /> <br />, , <br />, <br /> <br />j <br /> <br />1 <br /> <br />PRC Toups Corporation <br /> <br />pf'C <br /> <br />3. No detention is required from Basins B, C, F and G. <br />4. By the Menick study, no historic' flow enters the Mountain <br /> <br />View Subdivision from the north via the area around Cottonwood <br /> <br />v Lakes Boulevard; therefore, no developed flO\'1 was considered <br /> <br />to enter fl'om the north via Cottom'lOod Lakes Boulevard. ~ <br /> <br />5. The Mountain View Subdivision is not able nor by law can the <br /> <br />Mountain View Subdivision do anything to prevent subsurface water <br /> <br />from entering the East Glenn Subdivision. However, within <br /> <br />the evaluation of surface water runoff, the higher runoff ? <br /> <br />coeficicnts required by City policy statement 79-7-1 for <br /> <br />developed subdivisions I'lOuld suggest less potential storm <br /> <br />'7 <br /> <br />percol,!tion and ther'2by may reI eave some of the subsurface <br /> <br />, <br />problel:ls encountered by the residents of the East Glenn <br /> <br /> <br />Subdivision. <br /> <br />6. This rl2port recognizes and additioni,lly recommends the, <br /> <br />recorrm"ndations of the Aguirre Soils report thJt under drains <br /> <br />around the houses be provided anJ further soils analysis be <br /> <br />perfOrli!ed prior to the construction of each home. <br /> <br />VI. BIBOGR/\PH! <br /> <br />1. Prelimint1ry subsurface investigatiOlI and engineering analysis <br /> <br />report - Mountain View Subdivision, Filing No.1, December <br /> <br />12.1979 by ,~guirrf' Engineers Inc. (project No, 9036-1). <br /> <br />-10- <br />