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10/04/2006 Env Bd Packet
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10/04/2006 Env Bd Packet
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Environmental Board
Env Bd Document Type
Env Bd Packet
Meeting Date
10/04/2006
Env Bd Meeting Type
Regular
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• <br />• <br />• <br />Environmental Assessment Worksheet <br />Nature's Refuge Conservation Development <br />Lino Lakes, Anoka County, Minnesota <br />Draft Document — September 25, 2006 <br />a) Is the proposed development access plan feasible and will it provide adequate traffic operations? <br />Page 18 <br />b) Would adequate traffic operations be provided at the following intersections upon full completion of the <br />proposed development? <br />o CSAH 14 /CSAH 23 <br />o CSAH 14 /4th Avenue North <br />o CSAH 23/Pine Street <br />o CSAH 14 /development access <br />o Pine Street/development access <br />To effectively address the traffic questions above, traffic forecasts were completed for the 2011 analysis year, which <br />is one year after expected full completion of the proposed project. Capacity analyses were completed for the subject <br />intersections under 2006 Existing, 2011 No- Build, and 2011 Build traffic scenarios. Based on the analysis presented <br />in the traffic study, the following basic conclusions were established: <br />• Upon full completion of the Nature's Refuge residential development, adequate traffic operations will be <br />provided at the proposed development access locations and the following studied intersections: <br />o CSAH 14 /4th Avenue North <br />o CSAH 23/Pine Street <br />o CSAH 14 /development access (if full access to project) <br />o Pine Street/development access <br />• Analysis indicates that the CSAH 14 /CSAH 23 intersection is currently approaching capacity and will <br />experience excessive delays under the 2011 No -Build traffic volumes. These delays will increase upon the <br />addition of the proposed development traffic. As described in the report, the peak hour volume signal warrant is <br />satisfied during the AM and PM peak hours for all scenarios. Under traffic signal operation and existing <br />geometry, the intersection will operate at LOS C or better, though some movements at the intersection would <br />operate at LOS D. The feasibility of installing a signal should be investigated further through the completion of <br />a full signal justification report. <br />• The location of a new development access to CSAH 14 does not satisfy the County's current spacing <br />requirements for a full- movement intersection. However, it does satisfy spacing requirements for the right - <br />in/right -out operation. The option of combining it with the western school access would reduce two access <br />points into one full access intersection. A cooperative effort between the County, City, school board, and <br />developer is needed for this option. This will include what improvements are needed to CSAH 14, including <br />turn lanes. <br />• The proposed development will have the following impacts on the overall regional transportation system: <br />• A small increase in traffic volumes on the overall system. Volume generated by this development is <br />distributed in multiple directions and therefore will result in modest increase in any one particular area. This <br />small increase in traffic volumes will have a small effect on the level of service at CSAH 14 /CSAH 23, but <br />that intersection will experience unsatisfactory levels of service (LOS E) even without the additional trips <br />generated by the development. <br />• The option of consolidating the new project access onto CSAH 14 with the school access would result in one <br />access (a full access city street) rather than two (the full access school driveway and one new partial access <br />city street). This design would be a better way to pursuit the goals of the City /County CSAH 14 access <br />management study. <br />
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