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1486 (b) Nature of stormwater facilities. <br /> 1487 (I) Location.The subdivision shall be required by the city to carry away by pipe or open ditch any <br /> 1488 spring or surface water that may exist either previously to or as a result of the sulaelivisionplat. <br /> 1489 Such drainage facilities shall be located in the road right-of-way where feasible,or in perpetual <br /> 1490 unobstructed easements of appropriate width, and shall be constructed in accordance with the <br /> 1491 city's construction standards and specifications. <br /> 1492 (2) Accessibility to public storm sewers. <br /> 1493 a. Where a public storm sewer is accessible,the subdivider shall install storm sewer facilities; <br /> 1494 or,if no outlets are within a reasonable distance,adequate provision shall be made for the <br /> 495 disposal of stormwaters,subject to the specifications of the city.However,in subdivisions <br /> 496 containing lots les than 22,000 square feet in area and in business and industrial districts, <br /> 497 .. <br /> 498 . . ... . <br /> 1499 b. If a connection to a public storm sewer will be provided eventually,as determined by the <br /> 1500 city, the subdivider shall make arrangements for future stormwater disposal by a public <br /> 1501 utility system at the time the subdivision receives final approval. Provision for such <br /> 1502 connection shall be incorporated by inclusion in the performance bendBond required for the <br /> 1503 final subdivision. <br /> 1504 (3) Accommodation of upstream drainage areas. A culvert or other drainage facility shall in each <br /> 1505 case be large enough to accommodate potential runoff from its entire upstream drainage area, <br /> 1506 whether inside or outside the subdivision. The city shall determine the necessary size of the <br /> 1507 facility, based on the provisions of the construction standards and specifications assuming <br /> 08 conditions of maximum potential watershed development permitted by chapter 78 and <br /> 09 ••• . .• ommunity Management Plan. <br /> 1510 (4) Effect on downstream drainage areas.The city shall also study the effect of each subdivisienplat <br /> 511 on existing downstream drainage facilities outside the area of the subiliiLisionplat.City drainage <br /> 1512 studies,together with such other studies as shall be appropriate,shall serve as a guide to needed <br /> 1513 improvements.Where it is anticipated that the additional runoff incident to the development of <br /> 514 the subdivisionplat will overload an existing downstream drainage facility,the city may withhold <br /> 515 approval of the ss+I div sianplat until provision has been made for the improvement of the potential <br /> 1516 condition at the subdivider's expense and in such sum as the city shall determine. No <br /> 1517 st*bdivisie+}plat shall be approved unless adequate drainage will be provided to an adequate <br /> 1518 drainage watercourse or facility. <br /> 1519 (5) Floodplain areas. The city may,when it deems it necessary for the health,safety or welfare of <br /> 1520 the population of the area and necessary to the conservation of water, drainage and sanitary <br /> 1521 facilities,prohibit the subdivision of any portion of the property which lies within the floodplain <br /> 1522 of any stream,lake or drainage course. These floodplain areas shall be preserved from any and <br /> 1523 all destruction or damage resulting from clearing,grading or dumping of earth,waste material or <br /> 1524 stumps by the appropriate conservation easement. <br /> 1525 (c) Dedication of drainage easements. <br /> 1526 (1) General requirements.Where a subclivisienplat is traversed by a wetlands,swamp,watercourse, <br /> 1527 drainageway,channel or stream,there shall be provided a stormwater easement,conservation and <br /> 1528 flowage easement, or drainage right-of-way conforming substantially to the lines of such <br /> 1529 watercourse, and of such width and construction or both as will be adequate for the purpose. <br /> 1530 Wherever possible, it is desirable that the drainage be maintained by an open channel with <br /> 1531 landscaped banks and adequate width for maximum potential volume of flow. <br /> June 15,2020 page 35 <br />