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<br /> Mr. John Belford ���ri����n�,
<br /> Port of Everett ,,,.,_,. - /� ,
<br /> - Pier 1 Main Office •_ . .._� . /;(,� (,� � �i�
<br /> - Everett, Washington 98201 ���Py ��5� v } �e, (��(.
<br /> /. C.�.�, 1'n
<br /> Dear P;r. Belford, '�. �p�� ��,,r S'% �`���;�/n
<br /> 5l!O'rIOilliiS@i
<br /> HCA�'('� This letter will confirm the�conversation you ha3 with PIr. Moser oE"ibuk
<br /> DiST�i3CT Department regarding the sewage disposal installati�n for Mazvel Industries.
<br /> Co�r!nouse Zt is my understanding that a deadline for funding had to be met by
<br /> Everett.l'izshing!on 98201 .
<br /> AreaCcde206 Z59•9��4 ai posal systemewouldcberapprovedIIforethlsnfacility.pr oz not a sewag
<br /> The project engineer, Lee Johnson 6 A.ssociates, has submitted a plan
<br /> with thiee alternative proposals for sewage disnosal. It is state�earar
<br /> CLR�6 HYnT7.M.D.,M.P.H. the p
<br /> „„�r-a:,;:.. reference would be a septic tank and drainfield. It would pp
<br /> �aVIDA.STUCK70tJ.tA.P.A that this would be tae most economical and thaC the feaeibility of this
<br /> E•""".""""�` method'should be pursued at the present time•
<br /> OISTRICf ME�19ER3
<br /> tcu�,v It is our understanding that a sewer line to the Everett sewer sys:-���-1
<br /> 5��'=^�°^ w311 be available tQ this facilit in a roximatel tvo ears. Any
<br /> �,;,G, ,,•,o ro�r�Hs sy�tem designed now, altnough considered temporary until the sewer
<br /> r•������^ conn�ctioa is made, should be very carefully engineered to insute
<br /> a,.<�
<br /> o,,,�;;,� maxiwum disposal contained within the drai.nfiel area. �
<br /> EG���U
<br /> E:eu:l
<br /> °�"''� I have discussed the a].ternatives presented with the State Eng neer
<br /> Gnn:e Po�N
<br /> 1°°' from DSHS and he agrees that a septic tank and drainfield installat on
<br /> ;,�.s.•.��+ resented. He also feels that
<br /> t+^-^"' would be the best of three alternatives p
<br /> „�,,,;,,., ears that a drainfield,
<br /> ���^'=� since sewers will beavailable withintwo y
<br /> A'.oc-:'a:a Tlrne�
<br /> �a,.,•.� constructed uu3er carefully controlled conditions with max mum
<br /> 5 "'` �� efficieucy considerations, should be expecied to pezform sati:,factorily
<br /> s•�:�c:a .
<br /> •;,:�::;, during tl:is interim period.
<br /> It is expected that the pro3ect engineer willydesign this system with
<br /> additionnl f'..11er material for maximum utilizate�anenehconnection�to
<br /> ai•"_ In a ition, p ans s ould be made for a p
<br /> the Evcrett sewer system ,whe❑ available.
<br /> cerely,
<br /> � `
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<br />'I �d�°ck on �
<br />� Executive Assistant
<br /> cc: Ted Stricklin, Lee Johcison S Associates, In�•
<br />( � Marv Haglund, City of F•verett ,,
<br /> ' DAS: det ��������
<br /> � hlAR .�3 1978
<br /> 1171LlTY OENa+;ir.iEHi
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