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PART I The Offsite Drainage Analysis <br />TASK i. Study Area Description <br />This project will add approximately 1.9 acres of graveled temporary <br />storage yards with no buildings and with less than 5000 sq ft of paving. Only <br />the 2 20'x20' asphalt pads for driveway entrance are required and shown on <br />the DHA construction plan. No water or sewer services are called for on this <br />construction plan. <br />The site was originally forested and some ponding in the winter <br />although the soils letter(see page 3c below) states that the on-site soils are not <br />of wetlands soil types. Subsequently the site has been cleared, surrounded <br />with at least a double stack of ecology blocks on the south and westerly sides <br />and filled with imparted soil to approximately 4' high, 4' being the maximum. <br />Three important isssues as noted below are addressed with the <br />following construction changes and the SEPA requirements have been met <br />with the other changes noted below: <br />1 The issue of too high block walls: Stacks of ecology blocks have been <br />reduced to 2 blocks high on the east side of the exiwting duplex - see <br />DHA drawing #1 of 1 and general note #1. <br />2 The issue of rerouting the subsurface drain going along the west and <br />north property line bordering the residential area from the County area. <br />The outlet has been rerouted to empty into the existing drainage swale <br />at the southwest comer of site as shown on DHA Plan #1 of 1. <br />3 The issue of no outlet for the duplex lot which is bordered on the south <br />and east with eco-blocks. Three outlets of 4" PVC are shown on the <br />DHA plan to outlet under the block wall to relieve any overflow to the <br />property to the south of site. <br />4 The issue of controlling onsite storm water_ The DHA plan provides for <br />a 51' x 30' dry R/D pond to detain the 2, 10 and the f100 year-24 hr <br />storm. The maximum storm flojw of 0.95 cfs will be reduced to 0.44 cfs. <br />5 The issue of spreading out the onsite storm flows to approximate the <br />existing condition: A 9 pipe manifold outlet of 4" PVC pipes is shown <br />on the DHA Drawing, <br />6 The DHA plan has been designed to provide erosion control during <br />constrcution with silt fences, the existing graveled driveways and dthe <br />2 <br />