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Difference [cfs] <br />2.4 <br />-1.0 <br />27.5 <br />-4.5 <br />5.2.3 Hardwood Creek InfoSWMM - Proposed Conditions <br />The HWC model was updated to reflect the re-routing of ACD 72 into the CSMP study area, contained in <br />the URC model discussed above. The result is a negligible change in flows through the Hardwood Creek <br />system for all design events (Table 5-6). <br />Table 5-6. Hardwood Creek Proposed Outflows <br />HWC NODE <br />2 -YR 24 -HR <br />10 -YR 24 -HR 100 -YR 24 -HR <br />100 -YR 10 -DAY <br />JMT_001 <br />PELTIER LAKE <br />STAGE <br />Revised Existing <br />99.8 <br />214.3 <br />669.3 <br />903.2 <br />Proposed <br />101.5 <br />212.5 <br />669.3 <br />902.9 <br />Difference [cfs] <br />1.7 <br />-1.8 <br />0.02 <br />-0.3 <br />5.2.4 Rice Creek HEC -RAS - Proposed Conditions <br />The proposed conditions HEC -RAS was updated with the inflow hydrographs from the InfoSWMM models <br />and run to establish the proposed water surface elevations in Peltier Lake for the CSMP study (Table 5- <br />7). <br />Table 5-7. Peltier Lake Stage Summary [ft] <br />The detailed input and result tables from the proposed modeling is provided in Appendix D. <br />Comprehensive Stormwater Management Plan <br />Northeast Lino Lakes Drainage Improvement Project <br />WSB Project No. 2929-79 <br />Page 18 <br />2 -YR 24 -HR <br />10 -YR 24 -HR <br />100 -YR 24 -HR <br />100 -YR 10 -DAY <br />PELTIER LAKE <br />STAGE <br />Revised Existing <br />885.76 <br />886.41 <br />887.22 <br />887.51 <br />Proposed <br />885.73 <br />886.27 <br />886.98 <br />887.51 <br />Difference [ft] <br />-0.03 <br />-0.14 <br />-0.24 <br />0.00 <br />The detailed input and result tables from the proposed modeling is provided in Appendix D. <br />Comprehensive Stormwater Management Plan <br />Northeast Lino Lakes Drainage Improvement Project <br />WSB Project No. 2929-79 <br />Page 18 <br />