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in the sou[hern portion of the plat has been delineated. It appears that construction of <br />Cobalt (c ,u~rently shown as 150th) will require placement of the pavement ali on one side of <br />the right-~-way in the vicinity of the wetland to avoid construction in the wetland. After <br />avoiding ~at portion of wetland, it appears that the pavement can then swing to the center <br />of the righ.~ of wa,y_ again to avoid removal of trees along the front property line of Lot 12, <br />Block 3, (3orham s Sandy Acres. <br /> <br />Barium S~eet exceeds the 600 foot maximum length for dead-end streets; however, this is <br />to be consi]:lered a temporary situation until the property to the north develops. <br /> <br />The east/~ 'est street, which will be 149th, has been proposed with an outlet onto Hwy. <br />#47. In ar cordance with comments from Mn/DOT, the closing of of the access north of <br />152nd on he west side of Hwy. #47 will be pursued in conjunction with the new outlet <br />onto Hwy. #47 as a result of the development of Willow Ridge. It is Staffs understanding <br />that the de, teloper has applied to Mn/DOT for a right of access permit. Also in accordance <br />with prelin tinary comments from Mn/DOT, the developer is proposing to dedicate 50 feet <br />of right-of, way from the centerline of Hwy. #47. <br /> <br />Drainage: ~ drainage and grading plan dated January 17, 1995 has been prepared by Ross <br />Abel P.E. iAn area of 4.2 acres located on the northeast portion of the site drains to a <br />proposed Wet pond which would be created in a natural low area on the northeast comer of <br />the site. T~is area would have an overflow which would discharge to a landlocked natural <br />pond imm~ately adjacent to the eastern boundary of the site. The drainage plan should be <br />amended t5 include a high water overflow from this natural pond into a sedimentation basin <br />located on the southeast corner of the site which would in turn overflow into DNR <br />Protected Wetland 659. Wetland 659 has an outlet which begins discharging when its <br />water level}reaches its ordinary high water (OHW) designation into a storm sewer in 149th <br />Avenue wl~,'ch discharges into the Rum River. A 2.3 acre area which drains Cobalt Street <br />south of B~arium Street drains into the man-made sedimentation basin and then to the <br />wetland syltem described above. The remaining 6.7 acres on the northwest portion of the <br />s~te drmnsifrom a storm sewer system constructed in Barium Street to a man-made <br />sedimentation/detention pond located on the northwestern comer of Wetland 659 and then <br />into the abOve-mentioned wetland system. Calculations should be submitted to predict <br />what the inCreased bounce from a 10-year and 100-year storm would have on Wetland 659. <br /> <br />Utilities: ~i'he developer is proposing to install the public improvements (streets, storm <br />sewer, sew6r and water) with no f'mancial participation on the part of the City. <br /> <br />Sanitary seker shall be extended throughout the plat. A 12-inch interceptor main shah be <br />continued along Barium Street. All other sanitary sewer mains shall be eight inches. Water <br />service shall be extended to the site by extending a 12-inch watermain from where it <br />currently tei'minates on 149th Lane N.W. 1200 feet east of T.H. #47 to the intersection of <br />Barium an~T.H. #47 and then looping this main south along the east side of T.H. #47 into <br />Amber Ridge. The cost of this looping will be credited to the d. eveloper's trunk utilities <br />assessment~. Water service within the subdivision streets shall be- 8-inch mains. <br /> <br /> <br />