HomeMy WebLinkAbout079-270-097 SEWW24-0022 SITE PLANMINIMUM EROSION AND SEDIMENT CONTROLS FORPROJECTS DISTURBING LESS THAN ONE ACREThe BMP's (Best Management Practices) listed below must be in place during construction not just onrainy days. The BMP's listed are minimum requirements and additional BMP's could be required based onsite conditions.·Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6" deep over constructiongrade fabric.·All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets are wet or during arain event there shall be no tracking of soils onto the street.·Wattles installed properly behind curb or sidewalks.·Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site.·Internal filters placed inside each drain inlet.·Trash bars across the back of all drain inlets.·Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosionblankets may be used for this application)·Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion blankets maybe used for this application)·All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalks and stormdrain inlets.·Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and at least 50' fromthe nearest storm drain inlet.·All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paintbuckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff.· Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this application. Rollaway bins may also be used. All concrete washout systems shall be placed off ofthe paved streets.·After installation of the above items is complete a maintenance program needs to be developed to insure thecontinued effectiveness of your BMP's.
The Engineer has reviewed these drawings for compliance withthe structural calculations only. No opinion is hereby expressedor implied regarding aspects of this structure not specially notedin the attached structural calculations. The engineer assumes noresponsibility for non-structural portions of the drawings.4/10/2024
The Engineer has reviewed these drawings for compliance withthe structural calculations only. No opinion is hereby expressedor implied regarding aspects of this structure not specially notedin the attached structural calculations. The engineer assumes noresponsibility for non-structural portions of the drawings.4/10/2024
The Engineer has reviewed these drawings for compliance withthe structural calculations only. No opinion is hereby expressedor implied regarding aspects of this structure not specially notedin the attached structural calculations. The engineer assumes noresponsibility for non-structural portions of the drawings.4/10/2024
The Engineer has reviewed these drawings for compliance withthe structural calculations only. No opinion is hereby expressedor implied regarding aspects of this structure not specially notedin the attached structural calculations. The engineer assumes noresponsibility for non-structural portions of the drawings.4/10/2024
4/10/2024
4/10/2024
The Engineer has reviewed these drawings for compliance withthe structural calculations only. No opinion is hereby expressedor implied regarding aspects of this structure not specially notedin the attached structural calculations. The engineer assumes noresponsibility for non-structural portions of the drawings.4/10/2024
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