2931 PANAVIEW BLVD 2016-01-01 MF Import

.� _ -- �- -%_ , INDUSTRIAL TES'i'ING P.O. Box 1501 Gf ��" Everett, Washington 98?A8 ��(i�2u� Telephone 208�259-0817 12 September 1974 . �'/� /, c)��2H Aef: W-1048-E01 /" �� -� • � �� �G�u.�ct _----�/% `J • Hr, Chet Solie, Contractor 7514 Junlper Drive „ Sretett� Washington 98203 � Subjeet: Parcel B - Valley Viev 2931 Panaview Drive� fiverett, Waehington Dear Hr. Solie: Aa requestad, we performed a eoile investigation Chie date of the building conetruction eite located on Panaview Drive� Everett, Washington� ar.d found the folloaing eituatione: 1. The entire building foundation bed is on a 5 feet cut from the exiating ground eurface and ie of good foundation eoil material. 2. The preeent moieture eontent of the foundation soil is elightly above optim�. Before pouring concrete, the moieture content must be kept from plus or minue 12 pezcent, and the foimdation bed uniformly compacted � to prevent differential eettlementA. 3. The 61 inches of cut expoeed a good profile of the soil characterietics as " ehovn on the attached eoils log report. 4. The type of eoil found has an angle of internal friction of from 40 to 45 degreea. 5. Tha EBst and South aides of the propoeed building ie more than 20 feet from the edgee of the enbnnkment� vhich ie uafa ngainat landelidea; provided a good aurface and aubaurface drainage eyatem ie conetructed around the pro- • poeed building, srhich should be inspected prior to backfilling. From our eurficial eoila investigation, the type of aoil ve encounteted hno an allovable eoil preeeure of from 2000 to 4000 pounde per aquare foot �PSF). Hoping thie ie the information deeired, ve remain, Sincerely yours, P S q� INDUSTRIAL TESTING �J�oF WAsi��,�!�C ��e� ': �c'9 � �J " �},� Z r \i,..'-c.c -��G�-�.-�� /�ase A. Salonga��P. � ,�j ,r Civil Engineer � .p p c� ��F F�ISTE�� t� � ('`d�"" cc: City of Everett Bui �i'h�4p� ent