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6411 BROADWAY 2016-01-01 MF Import
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6411 BROADWAY 2016-01-01 MF Import
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Last modified
1/24/2017 9:51:00 AM
Creation date
1/24/2017 9:50:25 AM
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Address Document
Street Name
BROADWAY
Street Number
6411
Imported From Microfiche
Yes
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Regency 4-Plex Dra�nage Plan <br /> 1. Purpose and Scope <br /> The purpose of this report is t� address any changes to the existing drainage that <br /> will be caused by the construction of this building and associatcd driveway, <br /> tumaround, and sidewalks. <br /> Development will cha�ge the runofl characteristics of the site. The addition of <br /> impervious surfaces could increase the rate and volume of stormwater runoff. <br /> Without the provision for mfigating measures downstream drainage's could be <br /> adversely impacted. In addition, during construction, on-site erosio� could result <br /> in sediment being transported downstream with associated negative impacts. <br /> Temporary and permanent water quality measures are proposed to mitigate <br /> potential impacts. Interim erosion centrol measures will be proposed during <br /> constructi�n, and pertnanent measures are propased for long term water quality. <br /> A detention facility is proposed to insure that stormwater from the �ite will not be <br /> increased. This will include two -type 2 catch basins and 80' of 36" CMP with a <br /> controlled release to Lexington. <br /> Pre{leveloped and post developed stormwater runoff hydrographs were <br /> determined by the modified SCS TR-20 method(SBUH). SCS Type 1A 24 hour <br /> storm curves were use�i to generate the hydrographs. The 2 yr., 10 yr., and 100 <br /> year storms were be routed through the stortn conveyance system . The storm <br /> water conveyance system was sized for the 100 yeFr- 24 hour storm event. The <br /> stormwater facility is sized to the City of Ever.ttlDOE criteria of: <br /> 50% of 2 yr.24 hr event release from the site—Tho orifice size for this criteria <br /> is calculated at 0.55". This has been increased to the City of Everett minimum <br /> of 1.0" <br /> 100% of the 10 and 100 yr.-24 hr events—See below for proposed flows. <br /> The system is sized for the 100 yr storm with 35% additional capacity as required. <br /> The analysis was done using computer software called Hydraflow - Hydrographs <br /> for Windows by Intelisolve. <br /> 2. Existing Site Conditions <br /> � The existing site conditions of the proposed site consist of a gently sloping iot <br /> with an area of 0.21 acres, covered with grass and blackberries fronting o�� <br /> Broadway and Lexington. Both streets are paved without sidewalks. <br />
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