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<br />EROSION <br /> <br />CONTROL PLAN <br /> <br />BEING LOT II, BLOCK I, MORRIS PARK AND PART OF VACATED MORRIS COURT LOCATED IN THE <br />SW 1/4 OF THE SW 1/4, SECTION .3.3, T.8N., R.9E., TOWN OF WESTPORT, DANE COUNTY, WISCONSIN <br /> <br />I <br /> <br />/ <br /> <br />PROJE:CT INFOR1.fA T10N <br /> <br />PROJECT NAME: LOT II, BLK 1, MORRIS PARK <br />PARCEL NUMBER: 0809-333-0111-0 <br />PREDOMINANT SOIL TYPE: 8002 <br />SECONDARY SOIL TYPE: N/A <br />TOTAL LOT AREA: 8,980 SQ.FT. <br />TOTAL DISTURBED AREA: 8,320 SQ.FT. <br />EXISnNG IMPERVIOUS AREA: 1,830 SQ.FT. <br />PROPOSED IMPERVIOUS AREA: 3,480 SQ.FT. <br />NEW IMPERVIOUS AREA: 1,650 SQ.FT. <br /> <br />1. INSTALL SILT BA.RRlERS AND STONE TRACKING: PAD _AS <br />REQUIRED ON OR AfTER SEPTEMBER 27, 2010. <br />2. REMOVE EXISTING HOUSE. <br />3. STRIP TOPSOil SO ~ TO -MINIMIZE AREA OF GJSTURBA'\lCt. <br />4. BEGIN SHORElINE RESTORAll0N MolD STABiUZE WITHIN <br />21 DAYS FROM mE STARr OF CONSTRUCTION. <br />5. GRADE SITE fOR FOUNDATION. PLACE TEMPORARY STOCKPILE <br />IN AREA SHOWN ON SlTE PLAN (If N(€DED). <br />8. BACKflLL FOUNDATION AS SOON AS PRACTIC/l.L. <br />7. COMPl.EfE DRNEWAY SUBGRADE AND BASE COURSE, <br />RETAINING WAiLS AND ROUGH LOT GRADiNG. <br />8. ANISH GRADING WITH SAlVAGED TOPSOIl. <br />9. STABJUZE SITE WITH SEED AND MULCH, AS SPEClflED, NO <br />LATER THAN APRIL 17, 2011. PORTIONS OF THE SITE NOT <br />STAEIUZEO PRIOR TO NOVEMBER 22, 2010 SHAll BE <br />PROTECTED WiTH A WOOD CHIP MULCH OR A HEAVY <br />STRAW MULCH. <br /> <br /> <br />w.' ;:;t; // i <br />" / R <br />> &? <br />./ ~ <br /> <br />s <br /> <br />...19T.J..... <br />BLOCIi..&.. <br /> <br />./ <br /> <br />./' <br /> <br />---- <br /> <br />./ I <br />LIMITS OF DISTURBED AREA <br />./' (HOUSE) <br />89\.9$/ <br /> <br />./' <br />-19T.J.... <br />1ll.QC~ <br /> <br />I <br /> <br />CONSTRUCTION SEQUENCING <br /> <br />,JO' <br /> <br />CUENT/OI/WER <br />Jeffrey & D60nno Aussprung <br />48J4 Morris Court <br />Waunakee. WI 53597 <br /> <br />LLC <br /> <br />LE:GE:ND <br /> <br />/ <br /> <br />0007.2 EXISTiNG SPOT flfJIATlON <br />alle<l,l PROPOSED SPOT ELEVATiON <br />. IRON PIPE (FOUND) <br />-'-'-'- sa BACK LINE <br />o (RON PIPE (TO Bf: PLACED) <br /> <br />L/ }:.~. //::'1 PROPOSED IMPERVIOUS AREA <br /> <br />VACATED MORRIS COURL <br />---- 0839,5 <br />I <br />I <br />."'. <br /> <br />GENERAL NOTE:S: <br /> <br />THIS PlAN IS FQREROSION CONTROL PURPOSES ONLY. <br />COWQUR LINES SHOW EXJSTING CONDmONS. <br />100 YEAR FLOOD PtAlN NOT LOCATED. <br /> <br />EROSION CONTROL NOTES: <br /> <br />EROSION CONTROL DEVlCES SHALL BE INSTALLED PRIOR 10 ANY <br />SITE DISTURBANCE (INCLUDING CLEARING AND GRUBBING) AND <br />SHALL BE PROPERLY M.AI!l.'TAINEO fOR A MAXIMUM EFFECTIVENESS <br />UNTIL YEGEfATlON !S RE-ESTABUSHED. <br />SIGNIFICANT CHANGES !N TIMING OR EROSION CONTROL METHODS <br />REOUIRE PRIOR APPROVAL FROM DANE COUNTY ZONING, <br /> <br />INSPEcnONS, MAINTENANCE AND REPAIRS <br /> <br />AU. EROS!ON CON'IROl MEASURES AND STRUCTURES SERVlNG 1HE <br />SITE MUST BE INSPECTED AT LEAST WEEKLY OR WITH!N 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 />ACCESS ONTO PUBUC ROADWAYS ARE 10 BE MAlNT'..~NEO IN GOOD <br />CONDmON WITH A MINIMUM OF A i2-1NCH LA'I'ER Of 3~ TO 6~ <br />ClD.R STONE. AT LEAST AS WIDE AS THE FlN!SHED DRIVEWAY AND <br />INSTAlLED FROM TIiE CURB UNE TO AS CLOSE AS POSSIBLE TO TIiE <br />GARAGE fOUNDATION. <br />INSTAll. NON-WOVEN ALTER FABRIC OVER TRACKING PAD ARfA <br />PRlOR TO PlACING STONE. <br />PUBUC ROADWAYS ARE TO BE KEPT CLEAN AND FREE FROM MUD <br />OR OTHER DEPOSlTS AT All TJMES. If '!RACKING OCCURS, AT A <br />MINIMUM, ClEAN AT THE END Of EACH WORK DAY THEN !MPROVE <br />THE SITE CONDmONS OR PROCEDURES TO PREVENT ANY FURTHER <br />'TRACKING. ClEAN!NG Of PUBLIC ROADWAYS SHALL BE ff( SCRAPING <br />ANDIOR SWEEP!NG, NOT BY FLUSHING. <br /> <br />, <br /> <br />~ SILT FENCE OR SOCK <br /> <br />RETAINING WAlL (/>JJJACENT GRADE <br />NOT TO EXCEED 18X SLOPE) <br />~ PROPOSED SLOPE (16% M4XIMUM) <br /> <br />0686.4 <br /> <br />~-~--~---~-- WAfTS OF D!Sl1JR8ED AREA <br /> <br />~ CRUSHED STONE 'TRACKING PAD <br /> <br />SILT FENCE <br /> <br />anS0 <br /> <br />0- <br />Ri <br />, <br />C laj' <br />" :::-. <';::;ii;' <br />~~d~ <br />W;/iJ';; <br />::j " ' /iJ <br />II~ b <br />I.. '" '" <br />S< 1I~ <br />SJjR <br />.#'" <: <br /> <br />~ &. ~SOcI.'1.'l <br /> <br />cy . <'<I' <br />~ '<: <br />~ <;, <br />lAND SURVEYING & ENGINEERING <br />DEFOREST, WI <br />608-846.2523 <br />www.Pau/IonAn<lAI8ociata$.Mt <br /> <br />REMOVE SEDIMENT BEH!ND SILT BARRIER WHEN DEPOSiTS REACH <br />HAlF THE HEIGHT OF THE BARRtER. <br /> <br />I <br /> <br />BlOCU J <br />UMITS Of DISTURBED ARfA <br />(SHOREUNE) I <br />{ <br />lOP Of EXIST!NG RETAINiNG WALL ",/ <br />(TO BE REMOVED) f"""""" <br />/ <br />8&1.80' / <br /> <br />OB7~.7 <br /> <br />SCALE <br /> <br />lOT 1Q. <br /> <br />1" = 20' <br /> <br />P"'I <br /> <br />SEEDING AND FERTILIZING <br /> <br />o <br /> <br />10 <br /> <br />20 <br /> <br />40 <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 />KENTUCKY BLUEGRASS - J5X <br />HARO FESCUE - 20';: <br />TALL FESCUE - 20% <br />PERENNIAL RYE - 25';: <br />AlL PERMANENT SEEDiNG SHALL BE FERTlUZED. FERTILIZER <br />SHAll BE NON-PHOSPHOROUS, APPUEO AT THE RATE OF 10 lBS <br />PER 1,000 SF. FERTIUZER PACKING SHALL CONFORM TO THE <br />WISCONSIN ADMINISTRATION CODE, CHAPTER AGRtCULTURE 17. <br /> <br />/ <br /> <br />SUMMER WATERING <br />FOR THE fiRST 6 WEEKS A'fER tNITt>\L STA!3IUZATION WITH SEED AND <br />MULCH OR EROSION MAT, All NEWLY SEEDED AREAS ARE 10 BE <br />WAiERW WHENEVER 7 DAYS HAS ElAPSED WITHOUT RAIN. <br /> <br />DATE: 10-04-2010 DRAWN ff'f: T.W.P. &: J.LS. PAfJE I OF 1 <br /> <br />FIL[ NO.: 10-058 <br /> <br />, <br />