My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
8407 BROADWAY SECURE SPACE STORAGE 2025-08-19
>
Address Records
>
BROADWAY
>
8407
>
SECURE SPACE STORAGE
>
8407 BROADWAY SECURE SPACE STORAGE 2025-08-19
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/19/2025 11:40:29 AM
Creation date
7/17/2025 1:45:01 PM
Metadata
Fields
Template:
Address Document
Street Name
BROADWAY
Street Number
8407
Tenant Name
SECURE SPACE STORAGE
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
277
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
Broadway Everett Expansion Storm Drainage Report <br /> November 16, 2022 <br /> V=27 x 0.036 x (1/2) =0.486 ft/s <br /> Tc= 333/(60 x 0.486) = 11.42 min <br /> i= 3.69/11.420.156= 0.95 in/hr <br /> Q = (0.90) * (0.95 in/hr) * (0.577 ac) = 0.49 cfs <br /> The 2-year flow of the site is 0.49 cfs and the resulting surface area (SA) of the sediment trap is <br /> 1,019 sf. The sediment trap shall be lined with a minimum 20 mil PVC liner per the geotechnical <br /> engineer recommendation. <br /> SA= (2080 sf/cfs) * (0.49 cfs) - 1,019 sf <br /> The principal spillway for the sediment trap is sized using guidance from BMP 241 Sediment Pond <br /> and Figure II-3.31: Riser Inflow Curves from the DOE manual. The 10-year peak volumetric flow <br /> rate, Q, is 0.75 cfs, but a more conservative 1 cfs is used. The head, H, is 3.5 ft. <br /> Using the equation Q = 9.739*D*H3/2 from Figure II-3.31, the riser diameter, D, was calculated to <br /> be 0.016 ft, or 0.19 in. The sediment trap will have an outlet spillway with a 1 ft depth and 6 ft <br /> width, meeting the minimum dimensions on Figure II-3.27 from BMP 240. With the proposed <br /> spillway dimensions, the minimum calculated requirements are met and exceeded. <br /> 4. Install Sediment Controls <br /> Perimeter protection will be provided in the form of silt fence (BMP C233) and straw wattles (BMP <br /> C235). A sediment trap (BMP C240)will also be implemented to contain runoff in the construction <br /> area. <br /> 5. Stabilize Soils <br /> Exposed soils will be limited to the building foundation, utility trenching and pavement restoration. <br /> Landscaped surfaces will be given topsoil per BMP C125, and other exposed soils will be mitigated <br /> with plastic covering per BMP C123 as necessary. The entire site will apply dust control per BMP <br /> C140 during dry weather periods. <br /> 6. Protect Slopes <br /> N/A—All cut and fill slopes will be designed, constructed, and protected in a manner that minimizes <br /> erosion. <br /> 7. Protect Drain Inlets <br /> All catch basins on-site that are outside of the proposed building footprint will be protected with <br /> Storm Drain Inlet Protection per BMP C220 for the duration of the project. <br /> Page 10 <br />
The URL can be used to link to this page
Your browser does not support the video tag.