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1 <br />— — N01112 STREET <br />1A 2A 3A <br />p m' 1 4A <br />h <br />C' PAcRCEL „/f4.43 \ <br />s °O 16A 15A <br />1 6 5000 —t` 8 �� 9 <br />i \ C C C C <br />7A <br />4g98� <br />5W <br />x.886 � A <br />i / <br />i 11 <br />> <br />C. <br />m I R$96 fi <br />O b/ 8A <br />.. Otj o, o <br />I pRO ��� h0 Co <br />�D 8l <br />h <br />SURFACE DRAINAGE IMPACTS <br />During mining operations the excavated pit will <br />provide detention storage for the site's interior and <br />exterior drainage. Inflow will be detained and later <br />will be slowly released to sand and gravel formations <br />after local runoff has subsided, thereby providing a <br />positive impact by reducing local flooding. <br />The large storage capacity resulting from the <br />permanent reservoir under the plan of reclamation <br />will be able to store 100% of the runoff from a storm <br />as large as the 100 -year event without any discharge <br />to the local surface drainage system. Therefore, the <br />project provides another positive impact. <br />Surface water systems will not be adversely affected. <br />None of the existing ditches on the property provides <br />water to any non - project lands, other than the 14- <br />acre tract between Parcels A and B, and the ditch <br />serving the 14 -acre tract will not be disturbed. <br />It is proposed that the water supply for the lots <br />resulting from the reclamation plan will be provided <br />by a plan of augmentation utilizing shares of the <br />Fulton Ditch. At the appropriate time prior to <br />subdividing the lots under the augmentation plan, <br />specific details will be developed and implemented <br />through the plan for augmentation through the <br />Water Division Number 1 Water Court, At this time, it <br />is proposed that the domestic in -house water and <br />irrigation water will be provided by individual <br />domestic wells. <br />Brannan owns 35 shares of Fulton Ditch Water for <br />this purpose. <br />BLATCHLEY ASSOCIATES, INC. <br />Consulting Water Engineers <br />M1 <br />irp44 <br />9A �SO'�► r 8S <br />X5010 016 02B 03B 04B� <br />`so °e 10A� [PARCEL "�" <br />—5012 12B I <br />O 13B <br />10C 11A O <br />10BO <br />08B <br />13 C 4A 14 a °00 , B0 <br />7B <br />C 9 O <br />1 \ <br />5 B E+ <br />i <br />F <br />06i <br />wl <br />.B <br />12A <br />15 16 <br />C C <br />H <br />C� <br />Test boring by Chem. & Associates Inc. <br />°o 0o <br />with Identifying number. Drilled 417179 <br />i. a+ <br />„A <br />Test boring by Bfatchtey Associates Inc. <br />113A <br />with fdentfffng Humber. Drifted 4117180 <br />and 5 129180 <br />.17 <br />07B <br />Test boring by Blstchfey Associates Inc. <br />- <br />with Identifying number. Drilled 612180 <br />r� <br />and 613180 <br />4896 <br />Contour Elevation- ft.(AIASL) <br />NO TE: <br />1 <br />Water level measurements taken <br />during drilling of test holes 1 thru 17 <br />were not used when drawing ground <br />water contours. <br />Permit Number —7J % 1 9 ,1 l) <br />P4 <br />Class: @Permit <br />_Se_ctio% /Exhibit: _ <br />❑ Re.-.-.- .- .- .- .- .-._.- .- .- .- .- .- . -. -. -. <br />Class: vision <br />Type/S_eq:___ <br />Class: 0 R rt)Q Hyttro OGenerq 7 _ <br />Doc Type: 1rLi1 X11 %__�d11!_G.j113�.1. <br />[Application oel only Bond 0 Enforcement 0 Inspedion <br />TH14 BRANNAN SATED & GRAVEL COO <br />8841,11,14, Ii' PIT #2 Y" <br />GROUND WATER CONTOURS <br />III#INNNI NIINUNN8111 <br />Q 00014613 <br />SCALE 00014613 <br />OO,x 0. 0 0• <br />Psoe 18 of 23 <br />r <br />