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<br />EROSION <br /> <br />CONTROL PLAN <br /> <br />PROJECT INFORMATION <br /> <br />PROJECT NAME: LOT II, BLK I, MORRIS PARK <br />PARCEL NUMBER: 0809-333-0111-0 <br />PREDOMINANT SOIL TYPE: BoD2 <br />SECONDARY SOIL TYPE: N/A <br />TOTAL LOT AREA: 8,980 SO.FT. <br />TOTAL DISTURBED AREA: 8,320 SO.FT. <br />EXISTING IMPERVIOUS AREA: 1,830 SO. FT. <br />PROPOSED IMPERVIOUS AREA: 3,480 SO.FT. <br />NEW IMPERVIOUS AREA: 1,650 SO.FT. <br /> <br />BEING LOT II, BLOCK 1, MORRIS PARK AND PART OF VACATED MORRIS COURT LOCATED IN THE <br />SW 1/4 OF THE SW 1/4, SECTION 33, T.8N., R.9E., TOWN OF WESTPORT, DANE COUNTY, WISCONSIN <br /> <br /> N / so. ENGINEER CUENT/ONWER <br /> Paulson de Associates. LLC Jeffrey de Deanna Aussprung <br /> ..bQTL / James L Simpson 4834 Morris Court <br /> 8LOC~ 9;- 136 W. Holum Street Waunakee. WI 53597 <br /> DeForest, WI 53532 <br />W E / ~ <br /> (j <br /> S "'-- / .kJ <br /> > ~ <br />.-191...L ~ <br />BlOCIS...jL / <br /> <br /> <br /> <br />/' <br /> <br />/' <br /> <br />.....--- <br /> <br />EXiSTING EDGE OF PAVEMENT <br /> <br />/ I <br />UMITS OF DISTURBED AREA <br />/' (HOUSE) <br />/ <br />/ <br /> <br />/' <br />-191 l <br />BLOCu.. <br /> <br />1.Q.T 1L <br /> <br />/ <br />/ '0. <br /> <br /> <br />I <br /> <br />/ <br />/ <br />UMITS OF DISTURBED AREA <br />(HOUSE) <br /> <br />VACATED MORRISS!l-URL <br />--- / <br /> <br />GENERAL NOTES: <br /> <br />THIS PlAN IS fOR EROSION CONTROL PURPOSES ONLY. <br />CONTOUR LINES SHOW EXiSTING CONOmONS. <br />100 YEAR FLOOD PLAIN NOr LOCATED. <br /> <br />EROSION CONTROL NOTES: <br /> <br />EROSION CONTROL DEVICES SHALL BE iNSTALLED PRiOR TO ANY <br />SITE DISTURBANCE (INCLUDING CLEARING AND GRUBBING) AND <br />SHAll BE PROPERLY MAINTAINED FOR A MAXIMUM EFFECTIVENESS <br />UNTIL VEGETATION IS RE-ESTABUSHEO. <br /> <br />SIGNIFICANT CHANGES IN TIMING OR EROSION CONTROL METHODS <br />REQUIRE PRIOR APPROVAL FROM DANE COUNTY ZONING, <br /> <br />INSPECTIONS, MAINTENANCE AND REPAIRS <br /> <br />ALL EROSION CONTROL MEASURES AND STRUCTURES SERVING THE <br />SITE MUST BE INSPECTED AT LEAST WEEKLY OR WITHIN 24 HOURS <br />FOLLOWING A 1/2-1NCH OF RAINFALL EVENT. ALL MAINTENANCE <br />WILL FOLLOW AN INSPECTION WITHIN 24 HOURS. <br /> <br />CRUSHED STONE TRACKING PAD <br /> <br />ACCESS ONTO PUBUC ROADWAYS ARE TO BE MAINTIANEO IN GOOD <br />CONDITION WITH A MINIMUM OF A 12-INCH LAYER OF 3" TO 6" <br />CLEAR STONE, AT LEAST AS WIDE AS THE FINISHED DRNEWAY AND <br />INSTALLED FROM THE CURB LINE TO AS CLOSE AS POSSIBLE TO THE <br />GARAGE fOUNDATION. <br /> <br />INSTAll NON-WOVEN FILTER fABRIC OVER TRACKING PAD AREA <br />PRIOR TO PLACING STONE. <br /> <br />PUBue ROADWAYS ARE TO BE KEPT CLEAN AND fREE FROM MUD <br />OR OTHER DEPOSITS AT ALL TIMES. IF TRACKING OCCURS. AT A <br />MINIMUM. CLEAN AT THE END Of EACH WORK DAY THEN IMPROVE <br />THE SITE CONDITlONS OR PROCEDURES TO PREVENT ANY FURTHER <br />TRACKING. CLEANING Of PUBLIC ROADWAYS SHALL BE BY SCRAPING <br />AND/OR SWEEPING, NOT BY FLUSHING. <br /> <br />SILT FENCE <br />GRAB STRENGTH: 100 LBS MIN. ANY DIRECTION <br />MULLEN BURST: MINIMUM 200 PSI <br />PORE SIZE: 50-140 MICRONS <br />WATER FLOW RATE: 10 GAL/MINjSF <br />UV STABIUlY: 90 PERCENT <br />FABRIC SUPPORT: INDUSTRIAL POLYPROPYLENE NETTING WITH <br />3/4-INCH GRID AND HEAVY DUTY NYLON TOP CORD, <br />REMOVE SEDIMENT BEHIND SILT BARRIER WHEN DEPOSITS REACH <br />HALF THE HEIGHT Of THE BARRIER. <br /> <br />FENCE LINE <br /> <br />!2' <br />~~ <br />o .'!2~ <br />" '" "'Q;> <br />~~d~ <br />I.~ ,.,!{J:; <br />:::!gb~ <br />'"'=' '" '" <br />q if fJ <br />Id '" '" <br />:-<.I ff%:s <br />~ fiii/ft <br />S$~! <br />~al<:' <br />S <br /> <br />I <br />LIMITS OF DISTURBED AREA <br />(SHORElINE) I <br />I <br />TOP OF EXISTING RETAINING WALL <br />(TO BE REMOVED) / <br /> <br />SEEDING AND FERTILIZING <br /> <br />PERMANENT SEED SHAll BE SOWN AT THE RATE OF 2.0 lBS <br />PER 1000 Sf AND CONfORM CLOSELY TO THE fOLLOWING MIXTURE: <br /> <br />KENTUCKY BLUEGRASS - 35% <br />HARD fESCUE - 20% <br />TALL fESCUE - 20% <br />PERENNIAL RYE ~ 25% <br /> <br />ALL PERMANENT SEEDING SHALL BE fERTILIZED. FERTlUZER <br />SHAll BE NON-PHOSPHOROUS. APPLIED AT THE RATE OF 10 lBS <br />PER 1.000 Sf. fERTILIZER PACKING SHALL CONFORM TO THE <br />WISCONSIN ADMINISTRAT!ON CODE. CHAPTER AGRICULTURE 17. <br /> <br />/ <br />/ <br /> <br />SUMMER WATERING <br /> <br />fOR THE fIRST 5 WEEKS AFTER INITIAL STABILIZATION WITH SEED AND <br />MULCH OR EROSION MAT, ALL NEWLY SEEDED AREAS ARE TO BE <br />WATERED WHENEVER 7 DAYS HAS ELAPSED WITHOUT RAIN. <br /> <br />DATE: 9-13-2010 <br /> <br />CONSTRUCTION SEQUENCING <br /> <br />1. INSTALL SilT BARRIERS AND STONE TRACKiNG PAD AS <br />REQUIRED ON OR AFTER SEPTEMBER 27. 2010. <br />2. REMOVE EXISTING HOUSE, <br />3. STRIP TOPSOIL SO AS TO MINIMIZE AREA OF DiSTURBANCE. <br />4. BEGIN SHOREUNE RESTORATION AND STABIUZE WITHIN <br />21 DAYS FROM THE START Of CONSTRUCTION. <br />5. GRADE SITE FOR fOUNDATION. PLACE TEMPORARY STOCKPilE <br />IN AREA SHOWN ON SITE PLAN (IF NEEDED), <br />6_ BACKFILL FOUNDATION PS SOON AS PRACTICAL <br />7. COMPLETE DRIVEWAY SUBGRADE AND BASE COURSE <br />RETAINING WALLS AND ROUGH LOT GRADING. ' <br />8. FINISH GRADING WITH SALVAGED TOPSOIL <br />9. STA8!L1ZE SHE WITH SEED AND MULCH, PS SPECIFIED, NO <br />LATER THAN APRIL 17. 2011, <br /> <br />LEGEND <br /> <br />13887.2 [XISTING SPOT ELEVATION <br />8888.1 PROPOSED SPOT ELEVATION <br />. IRON PIPE: (FOUND) <br />-.-.- SET BACK LINE <br />o IRON PIPE (TO BE PLACED) <br /> <br />E22JJZl <br />",,~ . ~" <.......'. <br />. :.< ,,:,'<:.:'..:0'._':. <br /> <br />PROPOSED IMPERVIOUS ARU;. <br /> <br />.:l 0 <br /> <br />SILT FENCE OR SOCK <br /> <br />~ <br /> <br />R[TAINJNG WALL (ADJACENT GRADE <br />NOT TO EXCEED 16% SLOPE) <br /> <br />PROPOSED SLOPE (16% fI.AXIMUM) <br /> <br />-l12!l <br /> <br />____---_ UMITS OF DISTURBED AREA <br /> <br />~ CRUSHED STONE TRACKING PAD <br /> <br />SCALE <br />1" = 20' <br /> <br />I"'L--_- <br />o 10 <br /> <br />. <br />40 <br /> <br />20 <br /> <br />~ ?,. l\SSOC'4,l: <br />c,,<::J .~d' <br />~ '~ <br />~ <(., <br />LAND SURVEYING & ENGINEERING <br />DEFOREST, WI <br />608-846.2523 <br />www.PautsonAndAssodatas.net <br /> <br />DRAWN BY: T.W.P. & J.LS. PAGE 1 OF 1 <br /> <br />FILE NO.: 10-058 <br />