7016 BEVERLY BLVD 2019-06-10 - Laserfiche WebLink

UPSTREAM DRAINAGE/DOWNSTREAM DRAINAGE UPSTREAM DRAINAGE The site has no upstream drainage onto the property as the land slopes away from the property. DOWNSTREAM DRAINAGE On-Site Stormwater runoff sheet flows to the existing curb and gutter along Beverly BLVD flowing north along the east boundary of the site. At approximately 36 ft north of the northeast property corner of the site an existing catch basin collects runoff and directs flow to the city's storm drain system flowing north along Beverly BLVD.No impacts to the downstream drainage system are anticipated with the development of the Eberly Short Plat. MR2 SWPPP NARRATIVE I. Elements A Construction Stormwater Pollution Prevention Plan(SWPPP)needs to have construction plans and drainage report as part of the full or targeted drainage plan. The drainage report will have a section that discusses the 12 elements as they apply to the project. The 12 elements that are part of a construction SWPPP are as follows: 1. Mark Clearing Limits: The clearing limits will be marked with silt fences on the east boundary near the limits of work. On the north side,an orange construction fence will be constructed. 2. Establish Construction Access: Construction entrance will utilize the existing driveway for access. 3. Control Flow Rates: The site is quite permeable. The work will take less than four months and then replanted with grass/hydroseeded.No flows are anticipated to be detained other than by the silt fences 4. Install Sediment Controls: