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1019 112TH ST SW 2019-09-25
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1019 112TH ST SW 2019-09-25
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Last modified
9/25/2019 11:30:39 AM
Creation date
8/20/2019 11:59:56 AM
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Address Document
Street Name
112TH ST SW
Street Number
1019
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Community Health Center <br /> Minimum Requirement# 8: Wetland Protection <br /> According to DOE Wetland Inventory mapping, no known wetlands exist on or within <br /> 300 feet of the site. Wetland protection is not required. <br /> Minimum Requirement# 9: Operation and Maintenance <br /> No.7.-- Energy Ilhsslpaters <br /> maintenance Defect Conditions When Maintenance is Needed Results Expected When <br /> Components Maintenance is Performed <br /> Rock pad Missing or (Hely one layer of rock exists above native Rock pad repliteeti to design <br /> Moved Roek soil in nrett five square feel or larger..or any standards. <br /> escpostue of native sail cohere pad‘vas <br /> originally. installed. <br /> os ion Soil erosion in Or adjaceul to tetck pendhock pad replaced to design <br /> t tII trt.L;. <br /> Rock{luhtun Wire baske' l)etcrioratton determined to he near to Rewire area of concern or replace <br /> Stutettates matrix breaking Broken\vire results in hnle large haykel.ittdhtt rtteky us:necessary <br /> dl tertorated enough to allow rocks to protrude out of <br /> or broken Itasket <br /> Wire basket Baskets have shifted and no lunger providing Realign yr relocate as necessary-to <br /> ) misalieuied full energy dissipations or may be prone to meet design intent <br /> tipping 01 collapse <br /> Dispersion Perforated Acetturulatecl sediment that exceeds 20' of Pipe cleaned/hushed so that it <br /> Pipe Plutie,ed the design depth or over 1/3 of perforations matches design. <br /> vvitlt in pipe ate pit ed. <br /> Seduneut <br /> ) Not atter is discharging at a few concentrated 'french redesigned in rebuilt to <br /> Discharging points along the top oi'the trench rather than standards <br /> Water flowing un!(01 oily along the entire length of <br /> None.'Iv lrenchllll. <br /> "l�istribtllnr' Water'is observed or reported to be flowing facility rebuilt of 1'tsdc`stened t<l <br /> Catch basin out amp of basun during any storm less than standards. <br /> t!veiilms I he design statin. <br /> Reeetvinp Water in receiving area is eausin0,or has No c1 iger of landslides. <br /> Area Over- potential of effusing landslide prnblein:a. <br /> Satiirttcd <br /> C"arch Bustin Otitis Defects See-Catch Basins"(No.5). See'Catch Basins'(No.51 <br /> BMP T5.13 Post-Construction Soil Quality and Depth <br /> Maintenance <br /> • Soil quality and depth should be established toward the end of construction and once <br /> established, should be protected from compaction, such as from large machinery use, and <br /> from erosion. <br /> • Soil should be planted and mulched after installation. <br /> • Plant debris or its equivalent should be left on the soil surface to replenish organic matter. <br /> 411 <br />• WESTERN ENGINEERS,INC. 13 PROJECT: 17-1688-A <br />
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