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9701 EVERGREEN WAY 2025-07-28
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9701 EVERGREEN WAY 2025-07-28
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Last modified
7/28/2025 8:08:25 AM
Creation date
7/28/2025 7:52:45 AM
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Address Document
Street Name
EVERGREEN WAY
Street Number
9701
Notes
STORME DRAINAGE REPORT - RITEAID 5231-EVERETT
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LAND ALTERATIONS <br /> Call out the number of square feet of rooftops and the number of square feet of other impervious <br /> surfaces such as driveways and parking areas. <br /> - Show connection to nearest stream, if possible, or state distance to stream. <br /> - A note indicating that bare and/or disturbed soils shall remain uncovered and/or unstabilized for no <br /> more than 2 days from October 1 through April 30, and for no more than 7 days from May 1 through <br /> September 30. <br /> 2-2.2 SMALL PARCEL BMPs <br /> 2-2.2(1) BMP ES.10 PLANNED CLEARING AND GRADING <br /> Clearing and grading of the site should be planned properly. It is important to clear only the areas needed, <br /> thus keeping exposed areas to a minimum. Clearing should be phased so that only those areas that are <br /> actively being worked are uncovered. Clearing limits should be flagged and reviewed by the appropriate <br /> city official in the lot or area prior to the initiation of clearing. <br /> 2-2.2(2) BMP ES.20 EXCAVATED BASEMENT SOIL <br /> Excavated basement soil should be located a reasonable distance behind the curb, such as in the backyard or <br /> side yard area. This practice will increase the distance eroded soil must travel to reach the storm sewer <br /> system. Soil piles should be covered until the soil is either used or removed. Piles should be situated so that <br /> sediment does not erode into the street, adjoining yards and does not enter surface water. <br /> 2-2.2(3) BMP ES.30 BACKFILLING <br /> ment walls should be backfilled as soon as possible and the lot rough graded. This practice will <br /> mate large soil mounds which are highly erodible and prepares the lot for temporary cover, which will <br /> t ... er reduce erosion potential. <br /> 2-2.2(4) BMP ES.40 REMOVAL OF EXCESS SOIL <br /> Excess soil should be removed from the site as soon as possible after backfilling. This practice will <br /> eliminate any sediment loss from surplus fill. <br /> 2-2.2(5) BMP ES.50 MANAGEMENT OF SOIL BANKS <br /> If a lot has a soil bank higher than the curb, the bank should be, located several feet behind the curb and a <br /> shallow trench should be excavated between the bank and the curb. This practice will help prevent any <br /> eroded sediment from entering the street. <br /> 2-2.2(6) BMP ES.60 CONSTRUCTION ROAD ACCESS <br /> Gravel or crushed rock shall be applied to the driveway area and vehicle traffic restricted to this one route. <br /> Driveway paving can be installed directly over the gravel. This measure will help prevent soil from <br /> adhering to tires and stop soil from washing into the street. This construction access requires periodic <br /> inspection and maintenance including washing, top-dressing with additional stone, reworking and <br /> compaction. <br /> 2-2.2(7) BMP ES.70 SOIL STABILIZATION <br /> Soil stabilization measures protect soil from the erosive forces of raindrop impact and flowing water. <br /> Acceptable measures include establishing vegetation by sodding or seeding, mulching with two tons of <br /> straw per acre or approved equal, plastic or other impervious covering staked to the ground or anchored with <br /> las or sandbags, and the early application of gravel base on areas to be paved. <br /> STANDARDS 2-2 <br /> io. A1n'l <br />
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