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<br />Mr. Steve Rohlf <br />May 19, 1993 <br />Page Two <br /> <br />5. The soil data provided on the grading plan shows standing water at a depth <br />between three and five feet on four of the borings. This \vill impact the location <br />and type of housing. <br /> <br />B. SPECIFICATIONS <br /> <br />1. Erosion control is called for on page SP- 2 of 11 and is not shown in the bid nor <br />on the plans. Given the drainage area that flows through the project, some silt <br />fence will be necessary during the grading operation up to the time that turf is re- <br />established. <br /> <br />2. On page SP-7 of 11, item 6.a.l., Bituminous Base Course Type 31, it appears the <br />minimum asphalt content of 4.2 percent is low. This should be reviewed and <br />revised based on the Minnesota Department of Transportation Supplemental <br />Specifications. <br /> <br />3. On page SP-8 of 11, it indicates bituminous testing will be paid for by the City. <br />This item needs to be corrected. <br /> <br />4~ Seed mixture 700 is specified. This is a rural mixture, not necessarily the best for <br />mowing. You may want to consider changing that to seed mixture 500. <br /> <br />If you have any questions regarding any of these comments, please call. <br /> <br />Sincerely, <br /> <br />MAIER STEWART & ASSOCIATES, INCo <br /> <br /> <br />T:::r!:!.~ <br /> <br />TJM:tp <br /> <br />173-1906 .may <br />