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The comments below were generated from this project's City of Everett Civil Reviewers. All questions shall be routed through this project's Public Works <br />Reviewer Thad Newport with City of Everett Permit Services (TNewportpeverettwa.gov). <br /># <br />Document <br />Sht/Pg <br />Reviewer's Comment <br />Designer's Response <br />Initials <br />1 <br />Civil Plans <br />C1.0 <br />See redlines on all sheets indicated on Cover Sheet <br />Redlines have been addressed. See revised plans <br />RJK <br />Cover Sheet <br />(1 of 6) <br />2 <br />Drainage <br />Section I and <br />Update the parcel address to the correct numbers. <br />Parcel addresses have been corrected. See pages 3 & <br />RJK <br />Report <br />IV <br />14 of the report <br />The comments below were generated from this project's Stormwater Reviewers. All questions shall be routed through this project's Public Works Reviewer <br />Thad Newport with City of Everett Permit Services (TNewportpeverettwa.gov). <br /># <br />Document <br />Sht/Pg <br />Reviewer's Comment <br />Designer's Response <br />Initials <br />3 <br />Drainage <br />We no longer follow the 2010 City Stormwater <br />The stormwater requirements have been updated. <br />RJK <br />Report <br />Manual. The requirements for stormwater <br />See page 5 of the report <br />management are included in Section 6.10 of the City <br />Standards and references the most recent Ecology <br />Stormwater Manual (which is the 2019, not 2014 <br />Figure 1 has been removed. <br />manual). The thresholds in the Ecology Manual do <br />not apply in the Combined Sewer Area, (remove <br />figure 1) the threshold for flow control is 200 sf <br />The downstream analysis has been revised. See page <br />of net new impervious area. Also, MR#5 and MR#6 <br />22 of the report <br />are not required in the combined sewer area. <br />Downstream analysis — normally the existing flow <br />path would be to flow east into the pipe on Everett <br />Ave which discharges to the 36" pipe in Broadway, <br />and during high flows it overflows to the pipe to the <br />Page 2 of 4 <br />