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SITE CONDITIONS, INFRASTRUCTURE & UTILITIES
<br /> The sanitary sewer will be served by an existing 10" PVC Sanitary Sewer that serves roughly 8 existing homes to the east of the morino site. We will be proposing to relocate the
<br /> existing sanitory sewer around the future townhomes. We have discussed the relocation of the sanitary sewer with f-he City of Orono Publi� Works department and they do not
<br /> have any issues with our proposed preliminary plan. A sewer bypass plan will have to be prepared for the short time that the existing sewer line is out of service.
<br /> The water for the site is proposed to be served with a community we11. The community well water will also be used to provide water for a fire suppression system in each
<br /> home. We are in the process of gathering more detailed informotion for a complete design to 6e included in future submittals.
<br /> • Unit sprinklers will be designed according to multi-family code requirements.
<br /> � Comments from DNR/LMCD/Watershed
<br /> • Existing condition - 85°� hardcover - 45% proposecl - (ess runoff with new plan
<br /> • Reroute the Sanitary Sewer under new proposed drive. We have met with public works
<br /> and they do not think it will be an issue. ���-�:.,:��; _= _--�-�-�-T4 �, ,�
<br /> � C� �'`_ � . � d� .3 `_J . i ` ..`,\��` iY �a'.:,. .
<br /> • Prepare Preliminary storm water calculations, which will utilize the boat launch as �,'�'� `�� �".`- %" � i > > , ` �` �:�. �- . :
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<br /> a storm water co��ection pond. • , �. .., -
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<br /> WATERFRONT & ENVIRONMENTAL - ' � '' ` '
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<br /> � Reduced impact � ,}}V - _ _ -`,ii �; � f� '�, f, }e,� t,� .4�-�
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<br /> • Dock use - options �� � i �� I `� � ,� � , ,�4,
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<br /> • �wners private ' '., ' ;;` � �''4` `N L '�: , , ' _.
<br /> • No more gas _�� _`-�.ti.--- - --�r.-� -,._ ,r.-.-=� __ _�,=�=� '� � �' '�\ __
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<br /> • Gravel turns ini-o g reen ' . � F ` ''�,� "` � `'�'��-`
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<br /> � Attractive storm water pond � � �� ` ' �'`'�� � ''�- �,�' � '
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<br /> • LMCD - approval to change docks - look to them for comments
<br /> • Structures within the 75' lakeshore set back will be removed (Option A} and replaced with one new structure along with a 20'x40' pool. Option B will be to remodel the
<br /> larger structure and remove the smaller one.
<br /> � Dock Configurations - Two options. One with slips on outer most edge facing the lake and the second to show slips on inland side near storm water retention pond. Total of
<br /> 30+/- slips (three Rows. Plan to use existing docks and remove any additional docks over the 30.
<br /> MAXWELL.. BAY
<br /> PR�)ECT CONSIDERATIQNS & KEY �OINTS BO1� _ _ � . �. RESIDEN�ES
<br /> Development, Inc.
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