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EROSION CONTROL PLAN <br /> LYNN RESIDENCE - TOWN OF DUNN <br /> EROSION CONTROL SPECIFICATIONS AND METHODS <br /> STONE TRACKING PAD INSPECTIONS, MAINTENANCE AND REPAIRS <br /> 12-INCH LAYER OF 3•-4' CLEAR STONE, AT LEAST 14' WIDE ALL EROSION CONTROL MEASURES AND STRUCTURES SERVING 1HE SITE <br /> AND 75' LONG INSTALLED FROM THE EDGE OF PAVEMENT OF MUST BE INSPECTED AT LEAST WEEKLY OR WITHIN 24 HOURS OF A <br /> WAUBESA AVENUE. 1/2 INCH RAINFALL. ALL MAINTENANCE MUST FOLLOW THE INSPECTION <br /> INSTALL NON-WOVEN FILTER FABRIC OVER TRACKING PAD AREA WITHIN 24 HOURS. <br /> PRIOR TO PLACING STONE REMOVE SEDIMENT BEHIND SILT BARRIERS WHEN DEPOSITS REACH HALF <br /> THE HEIGHT OF THE BARRIER. <br /> SILT BARRIER (FENCE) PUBLC ROADWAY TO BE KEPT CLEAN AND FREE FROM MUD OR OTHER <br /> GRAB STRENGTH: 100 LBS. MIN.-ANY DIRECTION DEPOSITS AT ALL TIMES. AS A MINIMUM, CLEAN AT THE END OF EACH <br /> MULLEN BURST: MINIMUM 200 PSI <br /> PORE SIZE 50-140 MICRONS WORK DAY. CLEANING SHALL BE BY SCRAPING AND/OR SWEEPING, <br /> WATER FLOW RATE: 10 GAL/MIN/SF NOT BY FLASHING. <br /> UV STABILITY: 90 PERCENT STONE TRACKING PAD TO BE MAINTAINED AS SPECIFIED ON A DAILY BASIS <br /> FABRIC SUPPORT: INDUSTRIAL POLYPROPYLENE <br /> NEETING WITH 3/4-INCH GRID AND HEAVY <br /> DUTY NYLON TOP CORD. <br /> REMOVE SEDIMENT BEHIND SILT BARRIER WHEN <br /> DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER. CONSTRUCTION SEQUENCING <br /> FILTER FABRIC THIS PLAN ASSLNIIES AN NITRE LAND DSRIREIANCE DATE ON <br /> OR ABOUT SEPTEMBER 155 2008. <br /> FABRICS USED FOR DRAINAGE FILTRATION (WEEPERS AND <br /> SEDIMENT TRAPS) SHALL BE MINIMUM 8-0Z, UV 1. INSTALL SILT BARRIERS PRIOR TO ANY LAND DISTURBANCE. <br /> STABILIZED, NON-WOVEN GEOTEXTILES WITH A PERMITTMIY 2. AFTER RAZING AND DISPOSING OF EXISTING STRUCTURES <br /> OF APPROXIMATELY 10 GAL/MIN/SF. INSTALL THE STONE TRACKING PAS AS SHOWN. <br /> FABRICS USED UNDER RIPRAP MAY BE WOVEN OR 3. PERFORM NECESSARY EXCAVATION FOR THE NEW RESIDENCE <br /> NON-WOVEN UV STABILIZED, MINIMUM 8-0Z GEOTEXTILES WITH MINIMAL DISTURBANCE OF THE SITE. STORE NECESSARY <br /> STOCKPILES IN LOCATIONS SHOWN ON PLAN. AVOID, AS MUCH <br /> AS POSSIBLE. EXISTING VEGETATION ALONG THE EAST AND <br /> SEEDING AND FERTILIZING WEST PROPERTY LINES. <br /> PERMANENT SEED SHALL BE SOWN AT THE RATE OF 4. FINISH GRADE AND STABILIZE SITE WITH SEED AND MULCH <br /> 2 LBS PER 1,000 SF AND CONFORM CLOSELY TO THE AS SPECIFIED AS SOON AS PRACTICAL AFTER BACKFIUING <br /> FOLLOWING MIXTURE: FOUNDATION AND FINAL GRADING, BUT IN ANY CASE NOT <br /> KENTUCKY BLUEGRASS - 35x VIER JUNE 15, 2009. <br /> HARD FESCUE - 20% <br /> TALL FESCUE - 20X <br /> PERENNIAL RYE - 25% SIGNLFICJWT CHANGES NV TUNING OR EROSION CONTROL METHODS <br /> ALL PERMANENT SEEDING SHALL BE FERTILIZED. REQUIRE PRIOR APPROVAL FROM DANE COUNTY LAND CONSERVATION. <br /> FERTILIZER SHALL BE NON-PHOSPHOROUS, APPLIED AT <br /> THE RATE OF 10 POUNDS PER 1,000 SF. FERTILIZER <br /> PACKAGING SHALL CONFORM TO THE WISCONSIN <br /> ADMINISTATNE CODE, CHAPTER AGRICULTURE 17. <br /> MULCHING <br /> ALL DISTURBED AND/OR GRADED AREAS MUST BE MULCHED. <br /> APPLY MULCH AT THE THE RATE OF 1.5 TONS/ACRES <br /> (70 POUNDS PER 1,000 SF). <br /> ALL STRAW OR FLAY MULCH SHALL BE CRIMPED. <br /> HYDRO MULCH MAY APPLIED IN LIEU OF STRAW OR HAY, <br /> IN ACCORDANCE WITH THE MANUFACTURE'S GUIDELINES. <br /> ATTACHMENT 11 <br />