My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
4909 NARBECK RD 2023-06-22
>
Address Records
>
NARBECK RD
>
4909
>
4909 NARBECK RD 2023-06-22
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/22/2023 11:35:58 AM
Creation date
10/28/2022 2:30:13 PM
Metadata
Fields
Template:
Address Document
Street Name
NARBECK RD
Street Number
4909
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.
/
106
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 /> January 9,2019 <br /> age30t4 <br /> Lim e Geologic Evaluation <br /> If any variations or undesirable conditions are encountered during construction, we should be <br /> notified so that supplemental recommendations can be made. If room constraints or <br /> groundwater conditions do not permit temporary slopes to be cut to the maximum angles allowed <br /> by the WAC,temporary shoring systems may be required. <br /> The contractor should be responsible for developing temporary shoring systems, if needed. We <br /> recommend that Cobalt Geosciences and the project structural engineer review temporary <br /> shoring designs prior to installation,to verify the suitability of the proposed systems. <br /> Erosion and Sediment Control <br /> Erosion and sediment control (ESC) is used to reduce the transportation of eroded sediment to <br /> wetlands, streams, lakes, drainage systems, and adjacent properties. Erosion and sediment <br /> control measures should be implemented, and these measures should be in general accordance <br /> with local regulations. At a minimum, the following basic recommendations should be <br /> incorporated into the design of the erosion and sediment control features for the site: <br /> • Schedule the soil,foundation,utility, and other work requiring excavation or the disturbance <br /> of the site soils, to take place during the dry season (generally May through September). <br /> However,provided precautions are taken using Best Management Practices (BMP's),grading <br /> activities can be completed during the wet season(generally October through April). <br /> • All site work should be completed and stabilized as quickly as possible. <br /> • Additional perimeter erosion and sediment control features may be required to reduce the <br /> possibility of sediment entering the surface water. This may include additional silt fences,silt <br /> fences with a higher Apparent Opening Size(AOS),construction of a berm,or other filtration <br /> systems. <br /> • Any runoff generated by dewatering discharge should be treated through construction of a <br /> sediment trap if there is sufficient space. If space is limited other filtration methods will need <br /> to be incorporated. <br /> Closure <br /> The information presented herein is based upon professional interpretation utilizing standard <br /> practices and a degree of conservatism deemed proper for this project. We emphasize that this <br /> report is valid for this project as outlined above and for the current site conditions,and should not <br /> be used for any other site. <br /> www.cobaltgeo.com (206)3314o97 <br />
The URL can be used to link to this page
Your browser does not support the video tag.