My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3226 NASSAU ST BASE FILE 2016-01-01 MF Import
>
Address Records
>
NASSAU ST
>
3226
>
BASE FILE
>
3226 NASSAU ST BASE FILE 2016-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/2/2017 9:43:30 PM
Creation date
2/26/2017 1:36:07 AM
Metadata
Fields
Template:
Address Document
Street Name
NASSAU ST
Street Number
3226
Tenant Name
BASE FILE
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.
/
98
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
.-, <br />FINAL DECLARATiON OF NON-SIGNIFICANCE <br />Description of Proposal <br />!/80-29 <br />K • G � ', .,.� <br />��. <br />�„ _ C, � I ta�8o <br />'� .�.t> ' � y tiu <br />�i� �, <br />The proposed action is the issuance of building and grading permits to allow the <br />construction of a one-story kidney clinic. The following factors were considered and <br />the listed requirements were placed in response to comments submitted during our <br />review of an Environmental Checklist for this proposal: <br />1. The site is zoned R-3, Multiple-Family Low Densi4y Residential Zone, whicn would <br />allow this use. The site is currently vacant and cleared. A deep ravine exists to <br />the west and substantial fill materials have been added to the site. Refuse and <br />rubble are strewn over the steep eastern bank of the ravine. A single-family <br />residence and .Providence Hospital exist to the north. Standard street <br />improvements do not currently exist on the north side of 33rd Street. <br />2. Access is proposed via Nassau Avenue with a�srking area to be located on the <br />southern portion of the site. Standard street improvements in conformance with <br />city ordinances are required along the frontage of the site. <br />3. Drainage shall be designed in conformance with the City's drainage ordinance <br />(�1514-78). Stormwater runoff sh�ll be conveyed to the sewer main on Nassau with <br />on-site detention, sediment remova! and a gas trap provided. <br />4. Public Works Department approval of a temporary erosion control plan is required <br />before commencing constuction activities; Plan to also include quality, quantity <br />and location of fill. Compliance with the City's Steep Slope Ordinance (�1610-79 <br />Exposed soils must be reseeded within 30 days of construction completion and <br />between construction phases. • <br />5. A detailed drawing shall be submitted to the Public W.orks Department showing <br />parking layout, landscaping, driveways, utilities, storm drainage, and all required <br />improvements to the public right-of-way. Public Works Department approval of <br />*.hese drawings is required before any permits are issued. All improvements shall <br />be completed before the Occupancy Permit is issued. <br />6. As-builts, easement, and a one year Warrantee Bond in the amount of 10% of the <br />cost of construction of the public water system are required within 10 working <br />days of obtaining public water connections. <br />The fire marshall shall be consulted to determine the adequacy of the existing <br />static water pressure in the area to meet fire flow demands. Adequate fire flows <br />must be provided. A fire hydrant is required within 200 feet but not closer than <br />50 feet of all buildings. <br />Participation in the program to fund the north end sanitary sewer interceptor is <br />required. That fee is $1,053. . <br />8. City streets are to be kept clear of dirt and debris during construction and all <br />construction truck traffic to and from the site within the City of Everett shall be <br />�.,,,,i on arterial streets unless otherwise approved by the Public \�'orks Department. <br />
The URL can be used to link to this page
Your browser does not support the video tag.