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,o f;erb 3oushey <br />F�+uh, Tom Thetford <br />OAT& 2-11-31 <br />� ;,�� <br />��1 �- - <br />j..� L <br />�/ � <br />SUBJECT SEPA f'[VIE41 &'1-9 ITY Of GVLRETT, C��[RETI' V�ASHINGTON <br />SE CGRNER 33RD S NASSAU, PE�IATRIC CLIt�I� <br />Available Utilities: <br />Sewer: Chart G-30-29-5; 10" interceptor i� 33rd StE.and tJassau hve.; G" <br />main in alley east of fiassau. <br />Water: Chart 5-35; G" cast iron main in 33rd 5t. and Massau Ave.: static <br />pressure 56,'-'; 4R" steel transmission mains in 33rd St. and Nassau A+e. <br />Drainage: Chart G-37-?.9-5; 61 c��i culvert is located beneath site; this is <br />a combined sanitary and storri sewer area: for Q, C=O.?0. <br />Available Access: <br />33rd St: �l0' rinht-of-aiay; 2A' curb to curb; road has a 9ood surface. <br />Nassau Ave: �'U' riciLt-of-�•;a.ti; 24' curb to cui•b; ��oad has a 9ood surface. <br />C^.n�;�en ts : <br />Connections to existiinp sanitary interceptor shoul, be at thc ranhole in the <br />•intersection of 33rd and �lassau, or the manhole in tne alley east o` ;dassau. <br />C;ue care should be taken as the side sewer must cross the 4F " steel transmission <br />main located on the east side of Nassau (or :;3rd St.) - see attached profile and <br />�'.a�� of the transmission main. <br />Cannections to existinn 6° CI main will be adequate for service. <br />prainage facilities must be develoned to transfer storm taater to sanitary <br />system by apprnved methods. Construr,tinn of ,n� Der?nanenY,,structure o��er' the il a.� <br />culvert �iill not be permitted. P 1�? roo+., ser back `rom cu�vert centerline and <br />the strucT.ure must be maintained. <br />Access to sibe should inr�•.ide any ROyI inc,rov�����,nts nccess�r;� Lo acco:���odate <br />safe pedestrian traf`ic. <br />ts <br />cc: Cathy �oi-�. <br />Clair ��livcr� <br />