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T'', \iViarvin C. aagl»nd, Dir,,;tor of Utilitie <br />Roy VanDerMl ez'sche, Water Supt. ig Thompson, Sewer Supt. <br />FP. , �I <br />DATE January 13, 1978 l <br />PROPOSED DECLARATION OF NON- CITY OF EVERETT. EVERETT. W"MINGTON <br />SUBJECT SIGNIFICANCI'.: - Construction of ware- n nn <br />houses - South of 34th and Hill Streets, MI 1YI D <br />North of I-5. JAN 18 1978 <br />WATER; CITY OF EVERETT <br />Plannw% ucPt <br />Water records indicate that there is a 6„ cast iron <br />w tor main ori psi static he north side <br />of <br />r,' <br />34th Strefrom Hill Street east with approximately <br />are located at the corners of 33rd and Hill Street <br />supply this location. Fire hydrants <br />and at Spruce Street with a static pressure of 100 si, <br />iz <br />La 41 <br />+h..� +,,P &ildings will not encroach upon the 30' easement for the <br />36" crosstown, pipeline. <br />The construction of the warehouses will not have a significant impact upon the water <br />system. The Water Department should have no objections to the proposal provided <br />our pipeline easement is not involved. <br />SEWER: <br />The proposed site can only be served by the interceptor sewer which lies to the east, <br />The other sewers in the area are not intercepted and drain directly into the river, <br />hence we cannot allow any new connections. This proposal should not have a signifi- <br />cant impact on the sanitary sewer system. <br />DRAINAGE: <br />The historical drainage pattern in the area initiates with a culvert across 34th <br />Street on the west side of Hill Street. The water from this culvert flows southeast <br />across the subject property and into a ditch which runs south until it gets to the <br />Freeway. From there it drains into the Freeway drainage system which we suspect <br />then drains into the City's unintercepteO sewer main in the area. Currently, some <br />Zone has dumped fill over the discharge end of the culvert across 34th Street and <br />blocked the drainage. This must be corrected. <br />It vo uld appear that this project may already have resulted in negative environmental <br />impacts relative to drainage although it would seem that with proper drainage design, <br />these drainage impacts could be reduced to an acceptable level. <br />er+ 7 <br />C. <br />yl �� <br />