My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1930 MERRILL CREEK PKY PORT CHATHAM 2016-01-01 MF Import
>
Address Records
>
MERRILL CREEK PKY
>
1930
>
PORT CHATHAM
>
1930 MERRILL CREEK PKY PORT CHATHAM 2016-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/25/2017 10:03:41 PM
Creation date
2/25/2017 10:03:11 PM
Metadata
Fields
Template:
Address Document
Street Name
MERRILL CREEK PKY
Street Number
1930
Tenant Name
PORT CHATHAM
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
200
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
� _._ ..���n.ea, tVTRACORP �uoua <br /> '. �. .iiU 16:40 F:1Y 20672845fi1 INTRAf.ORP f�j002 <br /> � l �.� <br /> � n <br /> I N T R A C O R P <br /> 2/I S/97 <br /> Ciry o£Everott <br /> Public Works Division <br /> 3200 Cedar Street <br /> Everctt, Weshington 98201 <br /> Attn: Mr.Gordon Witcher <br /> RE: Port Chatham Seafood's. <br /> Dear Mr. Witeher, <br /> We have completed the design and anelysis of the water usage for the port Chathum Facility to be located <br /> at our Seaway Fecility.The£ollowing is an outline of the current water usage and averages that have been <br /> used in calculnting the Woter"System Development Fee". <br /> Suile 300 1'ort Chathum wilf be combining two existing processing fecilities into the new Seaway Everett location. <br /> Port Chathum has rcviewed the'u water usage, besed on actual water billings, for both existing locations <br /> 25os se:and nvenue for the 1996 calendaz year of operation, see attached usage brcakdown. <br /> Swhb,Wasnin0�an <br /> 9s�xi��a�3 For the purpose of determining the water usage thet will be required,we have taken the 3 peak months of <br /> Tel:(20b)625•9226 operation and used an average of these three months as e basis for maximum watcr usege. The maximum <br /> daily water consumption using this calcutation is 40,725 Gallons per day, This is a 7 day average usage, <br /> Fa.:(20G�625�9133 however the water usage for pracessing is .•eriable from 5 to 7 days weekly. The daily average use on a <br /> yearly besis is significantly lower than the amount shown es tha maximum deiiy usage. Further,it is <br /> believed that the actual maximum daily usage wiU]ikely decrease due to the e�ciencies created by <br /> combining facilities, By considering these two factore,it is aaticipated that this total water usage will <br /> eccommodate some arnount of future growth,without exeeeding the initinl Gallons per Day as shown. <br /> The allowable sewer discherge for the site acreage is significantly greater than the current discharge <br /> requirement based on water use. However,due to the potential in the fuhue to exceed the current stated <br /> usage,we heve decided to increase the design siu of the pn treetrnent vault to 110,000 GPD to avoid the <br /> cost of replacement in the future,should this capacity ever be reached. <br /> T'hank you for your cooperatioa in this matter and I look forwazd to a successtL�resofution to Utis issue. I f <br /> you have any quosHons,or need any additional information,please do not hesitete to call me(a3(206)728- <br /> 4560. <br /> Sincerely, <br /> : � C\-`Vi�O ' <br /> Darren Peugh <br /> Intracorp Real Estate <br /> CC: Mark Donison, Port Chathum <br /> John Solberg, Vice President, Inhacorp <br /> File <br /> � <br />
The URL can be used to link to this page
Your browser does not support the video tag.