My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
729 100TH ST SE 2018-01-02 MF Import
>
Address Records
>
100TH ST SE
>
729
>
729 100TH ST SE 2018-01-02 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/12/2019 11:42:04 AM
Creation date
4/14/2017 8:46:27 AM
Metadata
Fields
Template:
Address Document
Street Name
100TH ST SE
Street Number
729
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.
/
356
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
�5'n 7�9 /007,� ,At SC � <br /> �i� <br /> EAfITH A/�14LYS/S <br /> CIYIL� RCIL6[NOINEEIIINO <br /> PEIICOUITION TfSTb.DN111NFIELD DESION6 <br /> 70�lNEl�OIn 81..M�nN.Nh.M12!t111TI 1N <br /> H�ION <br /> February 25, 19E5 <br /> Haretad Construction Co. <br /> 262Q fi6th St, S.E. <br /> E��e: et t, Vle . �P_OL <br /> At`�.� Gary Haretad and Interest�d Parties <br /> Sub�,ect� Geotechnical Fvaluation of Yroposed Coffee Products <br /> Building Site <br /> Le�r N.r. Harstad� <br /> At your request, We hrLve conducted ar.' investigation o'. "oil <br /> fitRbil :ry� strati�rarny, drainage ana soil conditions a� they <br /> relate to the above mentioned eite, <br /> Submitted herewith ie a soils report which deo �ribes and d?li� - <br /> eates theee featurer�, and provides conclueinns and recomm�e:!da •• <br /> tio:ne concernin� Rrading, draina�e, e:osion pntentiPl, sedim � <br /> ent�tion control, and soil bearing cepacities. I <br /> Determinations� <br /> Thie etii�ly �:oncludes that o�veral potential geologic hazai?•. <br /> are pra�E�nt o�� the site, including� <br /> 1) The n��ri:hern portion of the proposed buildin@ site ie unde - <br /> lain by strata which coni�ains perched aeasonal ground wate <br /> at ele+vvstions above the proposed finished grade. Cuttin� <br /> into thie etra.ta will result in the formation of low an�;le <br /> elurries, and bank sloughing. <br /> � ?) The site accepts large ar�:ounts of surface water runoff <br /> `rom a �eneral2.y impervioue baein to the north, <br /> 3) The southeasr corner of the proposed buildin� eite is <br /> underlain by a deposit of mucky peat. Thie material ie <br /> soft and compressable. Conventional footin�s pleced to <br /> bear on the eoils in thie area would be sub�ect to exc��ss- <br /> ive settlement, <br /> It is our opinion that theae limitatione can be overcome, <br /> providln� that the recommendations contained herein are <br /> followed. <br /> � Site Location and Description� <br /> The site is located along the south facing slope of a eout}.- <br /> ' eesterly trending ewale v�hich contains ponded water from a <br /> point near the southeast corner of the proposed buildir:� <br /> site to the southeast property corner. Paselevel of the pond <br /> or water table is controlled by the elevation of the invert <br /> of an existin� culvert which conveys water under 100th St.S ..: <br /> EAi4TH AA�LYS/S <br />
The URL can be used to link to this page
Your browser does not support the video tag.