Laserfiche WebLink
i( NOUS STS81iT <br />1A 2A 3A <br />I / F <br />O <br />' b <br />t.1 3 <br />PACRCEL "A AC <br />I I a <br />°01 r e a <br />I \ \ <br />6 5000—�►� C C7 ""_—CB <br />�7A <br />4998--------------- <br />i,•I p n <br />1�� Le9 18A <br />h A <br />'14A <br />b <br />-1 SA <br />t �\ <br />I <br />an <br />a <br />m I <br />f 1 <br />SURFACE DRAINAGE IMPACTS <br />Dunne mining operations the excavated pd will <br />provide detention storage for the site-sinterior end <br />exterior drainage Inflow will be datamad and later <br />will be slowly released to sand and gravel formations <br />after local runoff hes subs Wed. thereby providing a <br />positive Impact by reducing local floodng <br />The large storage capacity resumrp from the <br />permanent reservoir under the plan of reclamation <br />—11b e able to Stora 100'16 0l the rurwfl from a storm <br />as large as the 100 -year eventwdhout anydlscharge <br />to the local surface drainage system Therefore. the <br />project provides another positive Impact <br />Surface water systems will not be edverse!y affected <br />None of the existing ditches on the property provides <br />water to any nan,pro7ect lands other than the 14 - <br />acre tract between Parcels A and B and the loch <br />serving the 14 acre tract will not be disturbed <br />it Is proposed that the water supply for the :ots <br />res <br />uiting from the reclamation plan will be provided <br />try a plan of sugmanlatton utillslrp shares of the <br />Fulton Ditch At the epproprule time prior to <br />subdividing the lots under the augmentation plan. <br />specific details will bedeveloped and Implemented <br />through the plan for augmentation through the <br />Water Drvlslon Number 1 Water Court.Al this nmo r <br />.1 proposed that the domestic In house water and <br />rrgal—water wilt be provded by Individual <br />domestic walls <br />Brennan owns 35 shares of Fulton Ditch Water for <br />this purpose <br />BLATCHLEY ASSOCIATES, INC. <br />C—lung Weier Eng— <br />-1 <br />I <br />Cid <br />U, p <br />-- 4 I' Re <br />9A -0, A-0, Y 86 <br />�601 <br />01B 02B 038 8� <br />`6009 10A+ PARCEL <br />— 0718 <br />-6012 1280 O 6B FI <br />13B <br />tOC -1A +—/ <br />1080 al <br />� I <br />60,0 0Ba y\\ <br />13 4A 14 h 60 <br />C C 00 9B OB <br />- <br />1.P <br />Q <br />eee�sasx <br />-------------------------- <br />aw <br />THE BRANNAN BAND & GRAVEL CO. <br />8P,4 A'A'A A' PI r # 2 9 <br />GROUND WATER CONTOURS <br />0 14•!t <br />'. <br />� o fax•:oo�aoo• son• <br />cfsErrn <br />,6 ,B <br />C � a C <br />C7 <br />Tact boring by Chem. @ Associates Inc. <br />0 0° <br />a y <br />tclth Identifying number. Drilled 4/7/79 t <br />§A <br />Tort boring by Blatchloy Associates Inc. <br />13A <br />1, <br />W- <br />with ldeatlfing number. Drilled 4/17/80 <br />17 <br />and 6/29/80 <br />\ C <br />7B <br />Test boring by Blstchley Associates Inc. <br />- <br />rolth Idantlfying number. Drilled 8/2/80 <br />and 6/3/80 <br />0 <br />sass\ <br />Contour Elevation-ft.(AIASL) <br />I <br />NOTE: <br />I <br />1 <br />Water level measurements taken <br />during drilling or teat holes 1 thru 17 <br />Ifi <br />were not used when drawing ground <br />water contours. <br />eee�sasx <br />-------------------------- <br />aw <br />THE BRANNAN BAND & GRAVEL CO. <br />8P,4 A'A'A A' PI r # 2 9 <br />GROUND WATER CONTOURS <br />0 14•!t <br />'. <br />� o fax•:oo�aoo• son• <br />