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_ ' _ r � � <br />`r.'' <br />the work .��d pay the co�t . for the widening and deepening of the water storage area <br />and `the 'in� ta 11� tion of the s torm e ewer and dr8ina ge ba s ins" � <br />As we in�e�cpret �he fo�egoing, the pxoposal Qf the develop�rs consists essentially of two <br />spscific steps. Thase would apPear �o be as fallows: <br />,,Z. . Tl�,e ea�tension o£ the exi.sting 24" county ditch drain I.ine from its present termination <br />to �he �outh and east to i��ngdon Lake. Storm water b�sins and control gates and other <br />appu�ten�nces would`apparen�ly be provided in cpnnection therewith. <br />2: iBoth tY�e eas;t and wes't shoreline of Langdan i�ake gener�lly lying between County Raad <br />"C-2!' and L dia Avenue would be modi£ied and the depth af the lake incxease at tho�e <br />Y.. _ <br />, ,. <br />, <br />'; poi.i�ta . <br />; Utiili <br />xation.of the.32 acre �iCe as an i�dustrial park and multiple family dev�loprnent would <br />obviausl Y� uir� the fill,ing in o� the existing ponds and swamps and a complete regrading <br />� q <br />, o� th <br />e whole e�.te. This``h��`.been veri�ied by conference with Mr. Victor J. Lametti although <br />d hi� si.te lannex� both advise tha t no proposed grade or grading pl�n has been prepared <br />. ; h� ::an , „ P : <br />� r <br />�Q :, da te . � <br />CONSIDERATICDN OF DRAINAG�:PRQPOSAL AND STATEMENT OF PROBLEM <br />. ;.; AC��nt, <br />ion 3.s�,invited to the report pr�pared t�y the �ani�ter Engineering Company under date of <br />ember 1$ 19�2, and tifiZ�d "MASTER PLAN EOR STORM SEWERS, ROSEVILLE, MINNESOTA". In this <br />,_. < _Dec � <br />,. r�p <br />ort tt�e.ar��' b�ing �onsidered for rezoning is located within main drainage Diatrict 8 and <br />The enti.re District 8, approximately 1900 acres, must <br />more partih�ul�r��t in 5ub-D�:strict 8E. , <br />airieci �hrou h.the Cou�ty Ditch:No. 5 system or parts thereof to Jones Lake. Due to the <br />b� dr $ , <br />:�.i�ited developmenfi of �he major poxtion of Sub-District 8E, �ccurate storm sewer planning <br />>:��I'� . imgractical at�: the t3.me of repnrt preparation. <br />� : <br />owever stud of ihis`�eport and maps therein would indicate that it was intended to continue <br />_ , H,. � _ Y <br />he ond l� in within the 32 acre,trac� as an impQunding area together.with receiving overflow <br />., ,.� , P : Y � <br />watex's from Langdon Y,a�Ce for �onveyance to D�.tch' No. 5. Levels in Langdon Lake would be <br />controlled a� approximately elev�tion 905.0.� <br />4 <br />