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LRP.WMO Meeting Minutes September 17, 1992 Page 8 Jankowski stated the grading plan showed silt fence, but it was not installed. Ms. Brehm indicated the black dirt in this area was pushed 2,700 square feet into the wetland. If a silt fence were constructed, it would not have gone that far. Jankowski agreed to investigate the site again to see if there has been a wash of materials after the recent rains. Schrantz and Cleaver confirmed the use of silt fencing is part of the LRRWMO's standards required in its Water Management Plan. Each City Engineer is responsible to see that it is put up. Jankowski indicated he would write up the restoration order, with the assistance of Chris Lord, SWCD, to determine the extent of the wetland, and bring it back to the LRRWMO for its consideration and approval. The board agreed to hold a special meeting at 7:30 a.m. September 22, 1992, prior to the Ramsey City Council meeting, in order to determine the LRRWMO's position on how replacement should be handled. Motion was made by Weaver, seconded by Schrantz, to HOLD A SPECIAL MEETING OF THE LRRWMO TUESDAY, SEPTEMBER 22, 1992, AT 7:30 A.M. FOR THE PURPOSE OF RESOLVING THE MATTERS THE DNR BROUGHT TO THIS BOARD'S ATTENTION REGARDING THE PROJECTS AT THE LOCATIONS OF 17540 ST. FRANCIS BOULEVARD AND THE 2700 BLOCK OF CONSTANCE BOULEVARD ONE -HALF MILE EAST OF COUNTY ROAD 9 ON THE NORTH SIDE OF THE ROAD. 3 ayes - 0 nayes. Motion carried. Retaining Wall Repairs, City of Anoka Schultz reported the City of Anoka has obtained all the necessary permits required in order to proceed with the proposed retaining wall repairs project, located immediately adjacent to the Anoka City Hall. Weaver provided background information on the need for these repairs, reporting that because of the deteriorating wall, the City of Anoka is proposing to repair it using rip rap on the embankment. Schultz provided a copy of the project's construction plans. Schultz explained that along with the rip rap, the city is proposing, if financially feasible, to construct a handi- capped accessible ramp by the dam's tainter gate area. It was reported the rip rap will be a Class Four rip rap, utilizing heavy rocks. Ms. Brehm concurred that was preferable. Schultz stated the Phillips 66 filter fabric will not be used in that it has been found that the rocks slide off it. Instead, a granular material will be used. Schrantz indicated the LRRWMO Consulting Engineer's recommen- dations were: "Detailed review of this project could be