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the site. Fire services must be designed based on the residual water pressure during a <br />pcak hour demand event in the summer. This pressure is approximately 95 PSI at <br />Hardeson Road. <br />Conclusions: Adequate water supply will be available to the new lots. <br />(ii) Ad�q �at w��r i�nosal: <br />Findines: The site has an existing public sewer main on the property frontage that can <br />serve this site. Sewer capaciry in the main on Hardeson Road and in Merrill Creek <br />Parkway is limited. Thc peak sewer discharge rate inro the public sewer system must <br />be less than or equal to 2.78 gpm per acre (4,000 gallons gross acre per day of <br />instantaneous peak flow). All connections must be made per City Standards. <br />oncl �cionc: Adequate se�vage disposal will be available to the new lots. <br />:�� �� � n 1 �. u� � a'i <br />FjpdipQS; Drainage improvements are required on this site per !he Srormwater Manual <br />and the Design and Construction Standards and Specifications. This includes on-site <br />detention and water yuality treatment facilities. A separate tract is proposed for the <br />stormwater facilities. Following on-site detention and water qualiry treatment, the <br />stormwater will be discharged to Merrill and Ring Creek. <br />Conclusions: Appropriate srorm drainage improvements will be provided on the site. <br />:�•� • . � .� <br />Findines: City standards require a fire hydrant to be located within ?00 feet of all <br />commercial structures. The Fire Marshal has approved the location of the hydrants <br />proposed on the site plans. <br />Cond�sions: Adequate fire hydrants will be provided on the sire. <br />s � �� • : � . :i �, •� . � i �- � ,� <br />Findines: The site will be developed per the approved site plan which provides <br />adequate access to the uses proposed on the site. A joint driveway access will be <br />provided between the King Extrusions lot and future development on the lot to the <br />south. Access easements will be provided between all lots, including the detention <br />tract. <br />Conclusions: The site plan provides adequate access for the proposed uses. Joint <br />access will be provided between the lots. <br />