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4719 BELVEDERE AVE 2016-01-01 MF Import
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4719 BELVEDERE AVE 2016-01-01 MF Import
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Last modified
5/8/2017 10:17:16 AM
Creation date
1/23/2017 12:42:51 PM
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Address Document
Street Name
BELVEDERE AVE
Street Number
4719
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}' � <br />Junc 28, 20G <br />David nnd Judy King <br />LFcA Job No. 6AU7G <br />Page 1 R <br />line. Thc rcmaining trcnch may bc backfillcd with on-site impervious soils. Water collectcd by <br />tl�e perimctcr footing subdrain system should bc tightlined, sepazalely from the roof and surface <br />stermwatcr drain systems, to discharge into a stortn sewer or a suitablc stormwatcr disposal <br />facility as rccommcndcd in this report. <br />Sprcadcr Pipc Dispersiun Systcm <br />Stormwatcr colicctcd ovcr impervious surfaces of the proposcJ new residence shoald be drained <br />into u storm sewer, if there is one nvailablc nc:uby. Othcrwisc, stormwater may bc dispersed <br />onto wcll-vegetatcd areas of the slope bclow the residence through sprender pipes. Water in the <br />underground drain line systems of thc residence should be routed into a scdiment conUol <br />structure/oil-watcr separator prior to bcing rcle.�.scd through the sprcader pipes. 71ie spreader <br />pipcs should be constructcJ with minimum 4-inch-diameter, perforated, PVC pipes, supportcd on <br />2.5-inch galvanized stecl pipc pifcs at the spacing of 10 fect maximum on centers und driven into <br />thc ground with at Ieast 5 fect of toe cmbcdment. Tlic PVC pipes should bc installed Ievcl at <br />about 2 to 3 fect above the ground. 7�he Icngths of sprcadcr pipes should be based on 50 square <br />fect of impervious surfacc per lincal foot of sprcader pipe. Rows of spreader pipcs should be set <br />at 4 fcct minimum on centcrs. '17u sprcader pipes would allow dischurged water to be dispersed <br />ovcr a large area witli low (low vclocity to not cause soil crosion problem. The dispersed water <br />will mostly be evapor.ricd ancl/or absorbed by the root s}'stcros of vegetalion covering thr, gtound, <br />with thc rcmaining watcr sceping into the ground und merge into the groundwater system under <br />the sitc. The dispersion area should be ut lc.�tst 35% of lhe impervious surface over which t6e <br />storm runofl� is collectcd nnd Jisposcd. <br />R1SK EVALUATION STATEMENT <br />7'he sitc is undcrlain at rclativcly shallow depU� by dense Gsperance Sand soils znd hard Whidbey <br />fomia�ion. '1'hcse soils are of high shcar strcngth in their undisturbed native swte. It is our <br />LIU & ASSOCIATES, INC. <br />
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