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� \ <br /> ,., A1arvin C. IIaglund, Di� tor oF Utilitiea <br /> Clair Olivers, Assi�tant Tngineer ��yL �rQ� I��� <br /> ��,��.� � I <br /> ���' /'� <br /> n�:, npx�il 17� 1970 'y <br /> suw�,. <br /> YROPOSGD CO�TllOb1I[�TIUMS rASI' O]' urv or rvrnrir ivii�cii. v+neHiNc�or+ <br /> BTVP�RLY LAii� <br /> WAT�R: <br /> To obtain adequate domestic flows at this time, the eite must be served from the <br /> 12" wood line on ]�vergreen Way which has a static pressure of G4 p. s.i. in this <br /> area. Pire protection also will prob�bly required on aite and servic� �11 be <br /> provided throagh a master meter. / �I"�7��`°'� . '`i'�'"'" `'�""�'( " <br /> f••��,vre� of5i�.li '!'. t�/�'n}-P �JO�i^�y <br /> E'f���-7 ���..1<: sqr�..— /' ii ' <br /> srwr�: <br /> There is a 15�� line runnuig through the site in an easement and �;ewers along the <br /> east and south boundaries of the property. No buildinge should be located within <br /> 20' of the Gewer mains. ! <br /> DIZAINAGE: <br /> Any dredging of Reverly L��lce would seem to Ue an action requiring a more detailed <br /> analysis of environmental impacts. The drainage from the site shoi�ld pa�s through <br /> a devicc dcsigned to separate out oil and grease prior to discharge to Deverly Lalce. ti <br /> Disch:u•ge to the I.alcc should be diffused through the existing marshy nrea to provide <br /> � ml�cimiun removal of nutrients :ind sediment prior to its reciching the 1..ake. <br /> ,1.:. .E ..! ,�> l G;�7 ��=�-.� iG`_ <br /> , / �,., // , / �/' 1.,. .. �:. .. .y.� (j <br /> i ���, , _. .� <br /> i . <br /> ,a-,,.,,y �></�. <br /> "�e;.W. •�� i� �.� . .:9i5.��.r. « � ���.v���� �'Y�`��� .:O���Cif. ���� I <br /> / �J' <br /> i � � / ( <br /> ���/7Y <br /> i <br /> � !1�.�< r : <br /> � � �,,,�- <br /> � � <br /> ,;) -� <br /> ,� � , ,�� ��,+.:, /�-r' <br /> ,��� � ���s� � �• <br /> r. �) � <br /> ,...� <br />