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9 - Minutes 011807
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02-15-2007 Planning Commission Meeting
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9 - Minutes 011807
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1. The City Attorney has reviewed the documents provided. Mr. Sandelin has <br /> �• concerns regarding the status of the plat, whether it is being done as a Common <br /> Interest Community or not. He has also requested some additional information, <br /> including, <br /> a. Current title work, <br /> b. Homeowners Association Documents, <br /> c. Copies of exhibits to be attached to the declaration. <br /> The title work has been provided and is being reviewed by Mr. Sandelin. <br /> 2. There are no lights to be placed within the shore impact zone, therefore a lighting <br /> plan is not required. <br /> 3. The applicant has submitted a stormwater pollution a ention plan to the <br /> City Engineer for review. Engineer Mike Wmu "'I as provided comments, <br /> including the following recommendations: ' <br /> .,.a. While the plan sheets address sediment trcing, ing inspection for <br /> and removal of the same, we would t'adding r y construction <br /> entrances to the BMP's shown on ,�et 1 of 2. 'n <br /> b. From the plan view on sheet 1 ;, d the ', pervious capons table <br /> on the same page, it appears that ate ed walking trails are <br /> proposed. One of these is proposed i proximity to Sibley Lake. <br /> Presuming that this lo c tion is allowed applicable State and City <br /> ordinances,we would t some type o ;meter sediment control, at <br /> a minimum, be shown <br /> c. At such time as the owne o e ctor ha identified personnel that <br /> will be responsible for S P ' ple on, contact information for <br /> these p, Id be provi to the C- of Pequot Lakes. <br /> The applic gasame the SWP Ian to add the suggested rock construction <br /> entrances to re ve the walki ail in close proximity to Sibley Lake. <br /> 4. The applicant ub ,SQ.ewage atment design information to the City <br /> Engineer e E erd the design and provided the following <br /> coven <br /> a. The fl determ #40 r Phase 1 design was based on 300 gallons per <br /> y (gpd) <br /> day 2-BR elling. Phases 2 and 3 were based on 450 gpd per <br /> ,, <br /> l 3-BR dwel- The City should note the difference for these phases and <br /> aware of e floor plans for the units when building permits are issued. <br /> b. s 1 atad 3 are proposed as pressure trenches, while Phase 2 is <br /> pro distribution. Phase 2 treatment field is very close to <br /> (if no- t) the edge of bluff as shown in the drawings submitted. The <br /> setba k required between a building structure and a treatment area is 20 <br /> feet. If this system can be moved away from the edge of bluff at all, this <br /> would minimize the potential for surfacing at this bluff location. The City <br /> may also consider allowing the building setback from Unit 10 to be <br /> reduced as warranted by site conditions, but no less than a 10 foot setback <br /> is recommended. <br /> c. The primary and secondary treatment areas should be protected from <br /> compaction due to construction activities, and after construction by <br /> Planning Commission Minutes 2 <br /> January 18, 2007 <br />
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