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4704 HARBOR LN 2018-01-02 MF Import
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4704 HARBOR LN 2018-01-02 MF Import
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Last modified
2/10/2022 3:06:50 PM
Creation date
2/20/2017 10:23:22 PM
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Address Document
Street Name
HARBOR LN
Street Number
4704
Imported From Microfiche
Yes
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From: <br />03/09/2010 11 13 #302 P.002/007 <br />FIELD REPORT <br />NELSON <br />Project: <br />Anderson Property <br />pile No.: 816909 <br />GEOTECHNICAL <br />Owner: <br />Rick and Ilolly Anderson <br />Date: 02/04/10 <br />ASSOCIATES, INC <br />Location: <br />Everett, Washington <br />Report No: 21 <br />17311 135ri' Ave. NE 9A-500 <br />Weather: <br />Cloudy, 40's <br />Page: I of 2 <br />Woodinville, WA 98072 <br />Purpose of <br />(425) 486 1669 FAX 481 2510 <br />Visit: <br />Wall Installation Monitoring <br />By: BD <br />We visited the site today at the request of Rick and Holly Anderson to observe the removal of the <br />downed trees, installation of erosion control features, and drainage improvements on their property and <br />the adjacent property. <br />We had previously visited die site on a part time basis from Thursday, January 281h to observe the <br />contractors, Ponderosa Pacific, remove many of the downed trees on the Anderson and Leona Chase <br />properties. We observed that the trees and limbs were removed by lifting the trees off the slope using a <br />boom truck, and placing the trees above the wall were the trees were processed and eventually hauled <br />off site. Minimal slope disturbance occurred and no damage to the retaining wall was observed. The <br />removal of the trees exposed another unrelated slide scarp that had been observed previously, but was <br />inaccessible due to the downed trees. We also observed that the contractors had begun to place the <br />erosion control matting in the area of exposed soil in front of die retaining wall. <br />During our visit today, we observed that die contractors had placed most of the erosion control matting <br />directly below the wall, and that tite matting had been secured with metal rebar stakes. The contractors <br />also placed jute netting on the landslide scarp that was lower down the slope and secured the netting <br />with wooden stakes. <br />We also observe the installation of the catch basin approximately 7 feet deep and 10 feet behind the <br />retaining wall, towards the middle of the site (see site plan). The drainpipe that is currently handling all <br />of the stormwater on the site will be directed into the catch basin. A portion of the HDPE pipe that had <br />originally handled the on -site stormwater will be used as tile outlet as the pipe goes through the retaining <br />wall. A new pipe will be placed down the slope in the new drainage casement to a level spreader near <br />the toe of the slope. <br />We also observed that the landscapers had begun to plant the vegetation on the slope and on the bench <br />below tie wall. And with Holly Anderson, we discussed the area behind the wall that will also need to <br />be re -planted. We informed her that we would contact the City to discuss with them the planned native <br />protection area trod maintenance behind the wall. <br />Attachment: Site plan <br />Distribution: <br />Signed: <br />/7 <br />
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