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10/09/2024 PZ Combined Packet
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10/09/2024 PZ Combined Packet
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10/4/2024 12:32:07 PM
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10/09/2024
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Ms. Katie Larsen <br />10/02/2024 <br />Page 2 <br />Spargur Estates Engineering Review <br />•Recommend digging down to permeable soils and installing sand/compost <br />mix to final grade to better promote infiltration and reduce standing water in <br />a rain event <br />4.Provide ditch High Water Level (HWL) on plans <br />5.Relocate existing shed outside of 5' easement/setback <br />6.Relocate existing fire pit outside of 20' distance from property line and 25' <br />distance from structures <br />7.The current 906.8 'berm' near the southeast corner of Lot 4 would spill over <br />the 906.5 spot elevation on the eastern property line <br />•Raise berm and initial EOF to east to 907.2 (Basin to the east is 'land- <br />locked' and will ultimately flow back to the west) <br />•EOF for basin to the east is towards this development and would be at <br />907.2 <br />•The highpoint on the east side at the front of Lot 4 would become the <br />secondary EOF for the existing basin to the east when inundated. <br />•Stormwater Management <br />Stormwater management for the site consists of a small read yard depression. However, <br />based on site layout, stormwater management is not required under City ordinance. <br />Comments on the proposed stormwater design are offered below. <br />Pre- and Post- Development Discharge Rates (cfs) <br />Condition 2-Year 10-Year 100-Year 10-Day Snowmelt <br />Existing 0.62 1.70 4.17 Not required <br />Proposed 1.27 2.80 6.43 Not required <br />Comments: <br />1.There are minor increases in site runoff rates due to the new impervious. <br />However, as stormwater management requirements are not triggered, these <br />increases are not regulated. Runoff to the north and south will be captured <br />by storm sewer routing to City ponds. <br />2.Sufficient freeboard is available between the depression modeled HWL and <br />the proposed household low floors/low entries. <br />3.Silt fence or bioroll is recommended around the rear yard depression to <br />maintain infiltration capacity and reduce likelihood of excess ponding in the <br />future. <br />•Water Supply <br />The proposed water will be supplied by four existing 1-inch Type K copper services <br />extended to the lots. <br />Comments: <br />1.Show the existing well for Lot 1 if present
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