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<br />To: Rice Creek Watershed District <br />Subject: Stable Stream Rehabilitation Comments, Nov 16, 2004 <br />From: Wayne LeBlanc, Peltier Lake Association Chairman, 651-426-0168 <br />People Asreeins with these Comments: , <br />Tom Lee, Centerville Councilman, Park: and Recreation Liaison <br />Ron Marier, Peltier Lake Association Board Member <br />Richard Thom.pso~ Peltier Lake Association Board Member <br />Rebecca Pecchia, Peltier Lake Association Board Member <br />Barbara Bor, Uno Lakes Environmental Board Member <br />Sylvia Marier, Lino Lakes Resident <br />Bill and Peggy Svetin,Peltier Lake Residents <br />Karl and Staci Wittner, Peltier Lake Residents <br />Mary Jane Lang, Peltier Lake Resident <br />Terry Johnson, Centerville Resident <br />Suzanne Seeley, Centerville Park: and Recreation Committee Member <br />Julie Lindsay, Centerville Park: and Recreation Committee Member <br /> <br />Thank you for the public hearing on Nov 10 presenting 4 options for Hardwood Creek: <br />1. Ditching to profile. <br />2. Meandered channel at profile. <br />3. Stable RtreA.m rehabilitation. <<<<<<<<<<<<<<<<< <br />4. ~O~Jllai~ <br />ne d . choice frolD .' aD aennectives is Stable Stream Re.....DitatiOD loDtioD 3)J <br />Stable stream rehabilitation has advantages in downstream water quality, maintenance, flood <br />mitigati~ future storm water conveyance, biologic conditio~ and overall cost. The design comes <br />ftom experts with extensive experience with the conditions encountered and stands the best chance <br />for improving the federally desi8"~M impaired waters of Hardwood Creek: and Peltier Lake. These <br />waters have had trouble for a long time. There is obviously something wrong. Engineering reports <br />show standard ditching and maintenance will make conditions worse. <br /> <br />Iff you do 1 or 4 above. RCWD data shows the Total Susoended Solids lTSS) will RO ofFthe sca1e~ <br />Fipre S. Total SuspenMl Solids sampled in Ba.dnuud Creek tImiag.. first spriDg SD",-", <br />eftDt <br /> <br />HWC TSS <br />Anitspring sampling ~ <br /> <br />200 <br /> <br /> <br />180 -.....-....-....-.. ...t. ...- ..........-....-.t........-....- <br /> <br />eo .. .._. .-............. <br /> <br />40 ......-....-....-.....t....-.......... <br /> <br />o <br /> <br />H1.3 <br /> <br />H1.2 <br /> <br />c::J 2D02 <br />CJ 2003 <br />_ 2004 <br /> <br />H1..5 <br /> <br />H1 HU <br />SIte <br /> <br />H2 <br />