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I <br /> acs , <br /> CALL DIGGERS HOTUNE `EX STING CONTOUR, TYP. <br /> 1-800.2424511 / OLD WIRE FENCE PROPOSED SILT FENCE, TYP. �AIlEA OF DISTURBANCE TOLL FREE // <br /> r5 VV.) f I l i 1� A `. �� <br /> �I <br /> .116�a..a�.u..rz i I i i j \ SE1•S$ACK "`'r� OLD GAS <br /> tl i .\ ,he LINE (TYiP.BS\ �` METER I <br /> \ . <br /> I <br /> Viii I �S :6f f "`• <br /> all I ii1� 861 $ <br /> °''�'I" 'C IIIIIIff 5' PROPO a <br /> 031\i 1 1, ��t'.j m DRIVE Y ', <br /> 0 <br /> \, ss — IF �;" <br /> p <br /> \1,`\'•.1111,1 9 'ONE GON'.TRWC11ODY°J <br /> I AKE WAIIBFSA \,I 1 i,I.-1-L PROPOSED .58 r■ TR•' CE, oJ <br /> 100-YR FLOOD 1 1 1 1 1 1 1 1 HOUSE <br /> ELEV.=847.00 I i 1 ! I t FRONT DOOR Ml <br /> O.H.W.M.=845.67 V I I I I , \ ELEV.=963.18 coil <br /> r l'^ <br /> CONCRETE SEA WALL EXISTING 358 "S7 ml <br /> (POOR CONDITION) BOATHOUSE m' <br /> i '. <br /> II <br /> ��w�, � -855 -TANK &6 <br /> 657 <br /> wady.. 1 ' � `~• -. -,_. <br /> I 1 CHAIN LINK PFERNOCPEOSED CONTOUR, TYP. _ ' /.. ` <br /> / EXISTING <br /> GARAGE <br /> 0 15 30 <br /> SCALE: ONE INCH - THIRTY FEET • <br /> 1 <br /> EROSION CONTROL NOTES <br /> 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EROSION CONTROL EROSION CONTROL MAINTENANCE <br /> FACIUTIES AND MEASURES NECESSARY TO CONTROL EROSION AND SEDIMENTATION <br /> FOR THE PROJECT. THESE FACILITIES AND MEASURES MAY OR MAY NOT BE SHOWN ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN SHALL BE <br /> ON THE DRAWINGS AND THEIR ABSENCE ON THE DRAWINGS DOES NOT ALLEVIATE THE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A <br /> CONTRACTOR FROM PROVIDING THEM. ANY MEASURES AND FACILITIES SHOWN ON THE COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. <br />. DRAWING ARE THE MINIMUM ACTIONS REQUIRED. <br /> 1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND <br /> 2. BEST MANAGEMENT PRACTICES(BMP'S) AND CONTROLS SHALL CONFORM TO IS MAINTAINED. BARE AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS <br /> FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS NEEDED. <br /> APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED <br /> BY PERMITTING AGENCY OR OWNER. 2. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. <br /> SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES A HEIGHT <br /> 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION OF ONE-HALF FOOT. <br /> CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION. Au. <br /> DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT PROJECT SCHEDULE <br /> ALL TIMES DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. <br /> DEPENDING ON HOW THE CONTRACTOR GRADES THE SITE. IT MAY BE NECESSARY TO DECEMBER 29, 2008 <br /> INSTALL TEMPORARY SEDIMENT TRAPS IN VARIOUS LOCATIONS THROUGHOUT THE COMPLETE INSTALLATION OF ALL EROSION CONTROL MEASURES <br /> PROJECT. DECEMBER 29, 2008-JANUARY 2, 2009 <br /> BEGIN DEMOLITION OF EXISTING STRUCTURE <br /> 4. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO BE IN JANUARY 5, 2009-JANUARY 30, 2009 <br /> CONFORMANCE WITH THE COUNTY EROSION CONTROL AND STORMWATER ORDINANCE, DIGGING FOR FOUNDATION AND PLACEMENT OF FOUNDATION <br /> AND DNR ADMINISTRATIVE RULE NR216 AT ALL TIMES. FEBRUARY 2, 2009-FEBRUARY 6, 2009 <br /> BACKFILLING AND ROUGH GRADING OF THE SITE <br /> 5. THE CONTRACTOR SHALL INSPECT AND REPAIR SILT FENCING AND ALL SEDIMENT FEBRUARY 15, 2009 <br /> CONTROL STRUCTURES AT LEAST EVERY 7 DAYS AND WITHIN 24 HRS AFTER EVERY TEMPORARY SEEDING OF THE SITE <br /> RAINFALL GREATER THAN ONE HALF INCH. JUNE 15, 2009-JUNE 30, 2009 <br /> FINAL GRADING OF THE SITE <br /> 6. ALL MATERIALS SPILLED, DROPPED WASHED, OR TRACKED FROM VEHICLES ONTO JUNE 30, 2009 <br /> ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED AT THE END OF EACH PERMANENT SEEDING AND MULCHING OF SITE <br /> WORKING DAY. <br /> 7. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS <br /> PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE i <br /> SEEDED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY 40602'•2'(MIN.) �Q�Q�Q, <br /> OCCURRING IN THESE AREAS. <br /> FILTER FABRIC <br /> FLOW <br /> 8. ALL AREAS WHICH ARE NOT PAVED SHALL RECEIVE A MINIMUM OF 4" TOPSOIL -..-•� 25' <br /> PRIOR TO SEEDING. 2'MINIMUM w�MN <br /> EXTEND FABRIC TO /0' <br /> BE 9. GRASS AREAS SHALL RECEIVE FERTILIZER, SEED, AND MULCH. SEED SHALL BE 4'BELOW SURFACE <br /> MIXTURE 40 IN ACCORDANCE WITH SECTION 630 OF D.O.T. SPECIFICATIONS AND SHALL SILT FENCE CONSTRUCTION � <br /> BE APPLIED AT A RATE OF FOUR POUNDS PER 1,000 SQUARE FEET. FERTILIZER /• <br /> SHALL MEET THE REQUIREMENTS THAT FOLLOW: NITROGEN, NOT LESS THAN 16%; 8'MAXIMUM 8'MAXIMUM J"-�"CLEAR STONE <br /> PHOSPHORIC ACID NOT LESS THAN 8%; POTASH, NOT LESS THAN 89. FERTILIZER L. w.0 <br /> SHALL BE APPLIED AT THE RATE OF SEVEN POUNDS PER 1,000 SQUARE FEET. <br /> 10. MULCH SHOULD BE APPLIED SO THAT THE SOIL SURFACE IS UNIFORMLY COVERED. <br /> ACTUAL APPLICATION RATES MAY VARY DEPENDING UPON THE INDIVIDUAL SITE <br /> CHARACTERISTICS AND THE TYPE OF MULCH USED. MULCHING APPLICATION SHALL OSILT FENCE O STONE CONSTRUCTION ENTRANCE <br /> CONSIST OF STRAW AT A MIN. RATE OF 2 TONS PER ACRE. MULCH MUST BE NOT TO SCALE NOT TO SCALE <br /> CRIMPED. <br /> BARTON RESIDENCE DATE 12-09-08 <br /> Q Calkins Engineering PROPOSED GRADING PLAN REVISIONS: Calkins Engineering, LLC <br /> g g LLC 5010 Vogee Road <br /> Civil Engineers & Land Surveyors EXHIBIT 3 (608) 838-0447418 <br /> FN.DSHO1 DRAWING NAME: P:\PROJECTS\D\DSHOI\DWG\Design\Base-SIte.dwg <br />■ <br />