605 MAULSBY LN 2018-01-02 MF Import

AU1-21-'95 16:OO I D:r_I TY OF EI;'ERETT PLAN TEL NCI:2OE,-759-974r tO^=l PA _7J O8 33C4,4155 AJOERIr:i'±N CON:SS?R Pogo 2/3 Jot? 085 la :G 21 Mon? 1' ',d` i n., x 41i -AMERICAN i y 4. ''P- CONSIROCTION COMPANY August 21 , 190S Mr: Bruce Overstreet 605 Maul sby Lane Everett , Washington Dear Sir: To whom is may concern, we are the shoring contractor for the replacement of the existing shoring wall at 605 Maulaby Lone in Everett We have reviewed the initial shoring alignment to place the new wall approximately tour foot down slope from the existing deteriorated wall , We were concerned about the integrity of maintaining the old wall and fill until the new wall was in place. After much preliminary clearing was performed, the new well was directly in the alignment of the fir tree* It was obvious that the old wall and trees would have to be completely removed before the site can be prepared for drilling the new shoring beams, under this initial plan, our excavator would have to work from the top of the old wall to do clearing and grubbing to allow access for our drill equipment * The existing wall bracing would have to be removed for access to new beam looatione The existing row of fir trees and root system, approximately 3 to 8 foot from the old alignment , would have to be removed. The action of our excavator;. removal of the trees and bracing would most certainly compromise the integrity of the old well and failure of the material backfi l led up to the house foundation , A revised shoring wall alignment detailed the new wall location approximately 3 to 7 foot down slope of the fir tree alignment . we believe this will allow for a safer installation and et the same time maintain the integrity of the old wall and backfill up to the house foundation Our procedure under this revised plan would allow us to top the fir trees and leave the stumps in place: We would then remove the top timber portion of the existing wall and some beckfill and use this material to build a temporary bench for the excavator to work on, we would leave as much of the old wall bracing in place or tebrace the wall off of the tree stumps . The new beams can be safely drilled and installed with the tree stumps and old wall in place, Once the beams are in place, the lagging and backfill can be place _: :..nctar:rently with the removal of the stumps and old wall . Marine Construction Dredging Pile Driving j ant STREET EVERETT, WASHlNOTON 98201 • PHONES-EVERETT CO} *EDAM., EEATELE Om) U: r11G-P MS) 324.4163