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» ti � � INTRqDL1CTI�N AND PROBL�t The Vill:�ge ha� been cansiderin� recently the requested rezoning for p�asaib�.e t-o�-rt hc�use/apartment use the undeveloped laends lying norCh of Gounty Ro�d "B" and b�tW�en Dale S�reets �nd Bossard Drive. In connection with auch consider�t- tion, the problem nf storm drainage within the above mentioned area t�as arisen. IC �es felt thnt [he aper. ditcb extending from just aoutt� of T. H. �i36 to south of County Koad "B" and terminatin� at the existing ��aatercourse wi[hin B-Dale Vil.la PArk is, at present, creating ��:�blems, �nd that more inten�ive use of tributary �re� would only complicate the existing situstion. Accordingly� on F�bruary 26th, the Council authorized this firm to investigate, study and repnrt on the matter of atorm drainage in the area being considexed for rezon��n� with landa tributary th�reto. The area being considered for re-� zoning may besx be seen on accompanying Drawing No. 1(Scale 1" = 200'). The lacation of proposed town k�ouses/apartments are indicated thereon. The existing open ditch running south from T. H. 1i36 receive� the dra�.nage from an area of about 70 a�r�s lying north of the highway; storm sewers within having . _ _�� - -- been completed in 1965 L�mder Lacal I�provement 65-9. The storm watez from a substan�ial portion of T. H. li36 also reaches �the ditch and combines wfth the drainage of Impravement 65-9 via ;,�e existing 24" c�lvert draining across T. H. �36 from north to south. ____�---__, .�--_:�__� The existing ditch lying both north and south of T. H. �t36 is shallow and narrow and of limited capacity. However, until the recent proposals for more extensive land use, a proper and practical location for an en�losed line could not be determined. �urther, adequate provisions for s�orm drainage must be .:ade for the proposed stre�t and the overall site lying between the ditch and Dale Street since the site is very steep an� irregular and the soil is sandy and ver3 ;�uch ss�jcct ta erasion. - 1 -