My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1500 INDUSTRY ST 2018-01-01 MF Import
>
Address Records
>
INDUSTRY ST
>
1500
>
1500 INDUSTRY ST 2018-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/30/2018 9:14:09 AM
Creation date
2/19/2017 9:02:04 AM
Metadata
Fields
Template:
Address Document
Street Name
INDUSTRY ST
Street Number
1500
Notes
BUILDING SHELL
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.
/
310
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
� �� i.� <br /> b. For any facilities on or adjacent to erosion or lancts]ide hazard areas, the construction management <br /> plan must address all mitigation meast,res identificd in the geotechnical repon approved by the <br /> Plannin�Director. <br /> c. Implementation of best management practices to control erosion both during and after <br /> construction, including compliance with the City of Everett's Design and Construction S[andards <br /> and Specifications Manual and the Stormwater Mana�ement Manual. <br /> d. Construction schedule, status update reporzing requirements, and contingency provisions to <br /> become effective if the schedule is not met. (SEPA Earth and Water Policies) <br /> Z. The Ci.y shal] require submittal of a geotechnical repoR when facilities aze proposed to be located in <br /> areas which contain potentially moisture sensitive soils. Moisture sensitive soils may include, but are <br /> not limited to,Tokul gravely loam, McKenna gravely silt loam,Teric Medisaprists, and Mukilteo <br /> muck. The following minimum mitigation requirements shall be met for all eaRhwork for facilities <br /> on moisture sensitive soils unless othenvise recommended in the geotechnical report: <br /> • Limit site disturbance by using tracked equiprnent, where possible, within the excavation area. <br /> • Remove standing water from the excavation azea. Outfall water should be filtered or run through <br /> a sedimentation basin. <br /> • Use surface erosion measures in areas in which surface water is anticipated to drain from the <br /> excavation area. Require control measures to be desigr.ed by a professional civil or geotechnical <br /> engineer, to prevent offsite surface drainage of sediments. Methods may include, but are not <br /> limited ro, use of silt fences and/or setdement �,onds. <br /> • Implement a plan to minimize the extent to which these soils become disturbed. Soils ���hich <br /> become disturbed, and which arr. above their optimum moisture content, should either be allowed <br /> to dry to within their optimum moisture content and be re-compacted, or be removed from the <br /> construction site. (SEPA Earth and Water Policies) <br /> 3. Any water quality enhancement or detention facilities proposed near steep slopes will require detai]ed <br /> geotechnical analysis and design that documents and ensures their safety. (SEPA Earth and Water <br /> Policies) <br /> 4. Prior to issuance of grading permits for removing earth from a site, the applicant must demonstrate <br /> that permits have been obtained for placement of the earr.h off-site. (SEPA Earth and Water Policies) <br /> Durine Construction/Earthworh <br /> 5. All earthwork within a aeo]ogically hazardous area or its required buffer must be performed under the <br /> supervision of a professional civil or�eotechnical eneineer. The eneineer must provide certification <br /> to the Ciry Ihat all work was done in compliance with requirements set forth in die City approved <br /> �eotechnical report. (SEPA Esuth and Water Policies) <br /> 6. In order to minimize erosion durin� construction, all soil Files shall be covered with plas[ic sheeting or <br /> other impervious covering staked to the ground or anchored with rocks or sandba�s. Berms, earthen <br /> or othenvise, must be conswcted at the perimeter of excavated areas to prevent adjacent site runoff <br /> from enterine the excavations. (SL-PA LaRh and Water Policiesl <br /> al <br />
The URL can be used to link to this page
Your browser does not support the video tag.