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2263 ~~ ~{ Glen Harjung What effect would the elimination of these stubs have 1865 Simpson: on the system? Lemberg: If this system is laid out, there are very few stubs on here. As you know, water stands on Simpson and on Holton. There is a low point south of the church. In some spots, the stubs are so the water does not flow in the streets the entire distance. There would be catch basins at the corner of Ruggles and Hamline, and midway between on Holton. Harjung: How will the catch basins get rid of this water? In the winter, are these going to be lower, so they don't freeze up? Lemberg: If you go and look, they are a lot more than 10 - 12 inches down. Pdost of them go down ~ to 6 feet. They can be opened up. S. K. Robertson Is this going to get from the middle of the block and out? 17?~1. Holtons I was wondering why the lots on Hamline Avenue, south of Dewey Mattson Garden are included in this drainage area. Most of them 1775 Hamline Ave. drain toward the east toward Hamline and drainage toward Hamline is from Garden south about 1/2 way between Larpen- teur and Garden and 1/2 drains north to the catch basin. Most of this area on Hamline will not drain into storm sewer system, but would go into Gottfried Pit. Lemberg: Roseville has proposal that has line that would go down Hamline Avenue - south. Ercil Billings As I understand this, there will be one man-hole at the 186l~ Arona: corner of Ruggles and Arona. Water on Garden has tendency to run toward Ruggles and unless catch basins are on this side of the road, it will not go into that. Lemberg: Map is too small to be in detail, There will be four catch basins on all corners. Catch basins will be installed where necessary and will be on all four corners. George Claydon I would not dispute the size of the culvert. Garden and 1770 Holtons Holton maybe could be corrected by blacktopping. Lembergs It cannot be done. It has been tried about three times and it just moved the puddles. Jack MacLean As there hasn't been an alternate plan to look at, couldn't 182. North Holton: they go down Ruggles - one pipe dovdn to Garden and one down some other street - rather than all this? A huge storm does fill these holes, but is there this much need for this great project? Lembergs This project is based on a ten year storm - 2 inches per hour. It could be so designed as to take 100 of the run-off, but the price would be prohibitive. Ray Hines How come not to Snelling Drive? 1816 Asbury: