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<br /> <br />/ <br /> <br />/ <br /> <br />/ <br /> <br />~ <br /> <br />/ <br /> <br />/ <br /> <br />/ <br /> <br />/ <br /> <br />ROOb <br />~ b12.,p.("..t... <br />~?-.~ <br /> <br />N~ <br /> <br />J.QL1. <br />CSM NO. 12709 <br /> <br />f \ w...,~r.. <br />O~ <br />c;,.~~\l-.\G. <br /> <br />(l<W\... <br />~. lS,.\"1.- <br /> <br />'IDTES: <br />L THE 100 YEAR FlOOD UMIT UNE AS SHOWN HEREON ~ <br />WAS SCALED FROM CSM NO. 12709. THAT CSM SHOWS <br />THAT UMlT AS BEING AT ELEVATION 877.5. THE 877.5 <br />CONTOUR AS SURVEYED HEREON IS SHOWN FOR <br />COMPARISON. THE TWO UNES ARE IN SUBSTANTlAl <br />AGREEMENT WITHIN THE UMITS OF SURVEY ACCURACY <br />ON SUCH FLAT GROUND. <br />2, mE WET1.ANO OEUNEATiON UNE AS SHOWN HEREON <br />WAS SCALED FROM CSM NO. 12709. <br />:t UEVATlONS SHOWN IN THIS SURVEY ARE RElATIVE TO <br />THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD <br />88), BASED ON A BENCHMARK PROVIDED BY THE <br />WISCONSIN DEPARTMENT OF TRANSPORTATION (WIS DOT). <br />THAT BENCHMARK IS AN AlUMINUM DISC ON mE MOST <br />SOUTHERLY ENOWAll OF THE OLD STONE ROAD BRIDGE <br />OVER BAOFlSH CREEK. IT's ELEVATION WAS PROVIDED <br />BY WIS DOT AS 879,28 FEET RELATIVE TO THE <br />NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD <br />29). USING THE NATIONAL GEODEnC SURVEY ON UNE <br />CONVERSION fORMULA YIELDS AN ELEVATION ON THAT <br />BENCHMARK OF 879,08 FEET RElATIVE TO NAve 88. <br /> <br /> <br />k <br />'" <br /> <br />! <br />~ <br /> <br />/' <br /> <br />/' <br /> <br />,/ <br /> <br />~#!/ 7 <br />4/" ~. <br />~/ <br />./ <br />1/ <br />j7/ 4t)/'1' <br />,<f>0-~ . <br />_'Y / <br /> <br />-~ <br />/ \ <br />, <br />'1>. <br />'.4}. <br />II <br />'I <br /> <br />o 30 60 <br />!""I..-_-_ , <br /> <br />,,~J!; <br />/ <br /> <br />,/ <br /> <br />'011 <br /> <br />/ <br />:':14_-// <br />(()<?,rjrC" <br />_./ <br /> <br />129.9' <br /> <br />@ <br /> <br />CALL DIQGEAS HOTlINE <br />1-800-242-8511 <br />TOLl FREE <br />IDD{FOR lHEHEARlNGll.lPAlfltDX800)$l-2-2Z89 <br />VllS. STAlU'lE 182.0l7S(1974) <br />REQU~ !diN. Of' J WORK DAYS <br />NOTICE BEfORE YOU EXCAYATt <br /> <br />TO OBTAIN toCAliON OF <br />PARllCl?A."nS' UNPERGROUNO <br />FAClUlJ(S BEfORE YOU <br />OlGlt-l\\1SCOOSlN <br /> <br />- <br /> <br />/1 <br />7/ <br />[// <br />~, / ~ <br />:;) '< / DIS1URBANCE ~ <br /> <br />()~ AREA.'3.000 s.r. ({ <br />! <br />. .\' GEOTHERMAL <br />\ lOOPS <br />~\ \ (BY OlHERS <br />t\\ <br /><a, '\ \ <br /> <br />f)(~8n57 <br /> <br />~j\ <br />6>\ <br />Y <br />\ <br /> <br /> <br />TEMPORARY ROCK <br />CHECK DAM <br /> <br />~~c~~~:~ PIPE __ <br />ElEVATION=B78.84 <br />---- <br /> <br />- <br /> <br />/ <br /> <br />!~~!~~J;~ ____ ____'to <br /> <br />// / <br />/" / <br />/ . <br />26'-15-x21" CMP CULVERT 4) 0.40% <br />/ ' <br />STONE CONSTRUCllON/ <br />/ ENlRANCE FlOW <br />/ ./ <br />/ <br />/ / <br />/ <br />V / <br /> <br />J~ <br />I <br /> <br /><P <br /> <br />ROCK CHECK IWI DETAIl.. <br /> <br />mnslON NO~ <br />THE STONE CONSTWcnON ENTRANCE SHAlL BE INSTALLED PRlOR TO mY CONSTRue <br />THE TRACKING PAD IS TO BE MAINTAINED BY THE CONTRACTOR IN A CONDmON WHIC <br />PREVENT THE TRACK Of MUD OR DRY SEDIMENT ONTO THE ADJACENT PUBL!C STREEl <br />SEDIMENT REACHING THE PUBue ROAD SHALL BE REMOVED BY STREET CLEANING (N{ <br />HYDRAUUC fLUSHING) eEFORE THE END Of EACH WORKDAY. <br />EROSION CONTROl DEVICES SHALl BE INSTALlED PRIOR TO GRADING OPERATIONS ANt <br />BE PROPERLY MAINTAINED FOR MAXIMUM EFFECTIVENESS UNTIL VEGETATlON IS ESTABL <br />ALL EROSION CONTROl MEASURES AND STRUCTURES SERVING THE SITE MUST BE INS <br />AT LEAST WEEKLY OR WITH!N 24 HOURS OF A 0.5 INCH RAIN EVENT. AlL MAJNTtNA <br />FOLlOW AN INSPECTION WITH!N 24 HOURS. <br />CUT AND flLL SLOPES SHALL aE NO GREATER THAN 3:1. <br />DISTURBED SLOPES ASSOCIATED WITH DRNEWAY CONSTRUCTION SHALL BE PERMANENT <br />RESTORED BY MAY 1, 2012. <br />DISTURBED SLOPES ASSOCIATED WITH HOUSE CONSTRUCTION SHALL BE PERMANENTLY <br />RESTORED BY APRIL 30, 2013. <br />EROSION CONTROL IS THE RESPONS!BILITY OF THE CONTRACTOR UNTIL ACCEPTANCE ( <br />PROJECT. EROS!ON CONTROL MEASURES AS SHOWN SHAlL BE THE MINIMUM PRECAUT <br />THAT WILL BE ALLOWED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECOGNIZING <br />CORRECTING ALL EROSION CONTROl PROBLEMS THAT ARE A. RESULT OF CONSTRUCTlC <br />ACTIVITIES. AOomONAl EROSION CONTROL MEASURES, AS REQUESTED IN WRmNG BY . <br />OR LOCAL INSPECTORS, OR THE DEVELOPER'S ENGINEER, SHALl BE INSTALLED WITHIN <br />HOURS. <br />1lUF SCHmJtE! <br /> <br />NOVEMBER 28. 2011 <br />NOV. 2S, 2011 - MAY 1, 2012 <br /> <br />INSTAll INl11AL EROSION CONTROL DEVICES. <br />CONSTRUCT PROPOSE!) DRIVEWAY AND RESTOR <br />DIS11JRBED AREAS. <br />CONSTRUCT PROPOSED HOUSE AND RESTORE <br />DISTURBED AREAS. <br /> <br />MAY 1. 2012 - APRIL 30, 2013 <br /> <br />~AllON NO~ <br />All PERVIOUS D1SiURBED AREAS SHALL RECEIVE A MINIMUM OF FOUR (4) INCHES Of <br />FERTIUZER, SEED AND MULCH. RESTORA l10N WILL OCCUR AS SOON AfTER THE DlST <br />AS PRACTICAL SEED MIXTURE 40 SHAll BE USED ON AREAS WHERE LAWN TYPE n <br />PREfERRED AND M!X11JRE SHAll BE IN ACCORDANCE WITH SECllON 630 OF D.O.T. <br />SPECIFICATIONS. AN EQUAL AMOUNT OF ANNUAL RYEGRASS SHAll BE ADDED TO 11- <br />FERTILIZER SHALL MEET THE FOLlOWING MINIMUM REQUIREMENTS: NITROGEN, NOT LE~ <br />l6%; PHOSPHORIC ACtO, NOT LESS THAN 8%; POTASH, NOT LESS THAN 8%. SEED II <br />SHALL BE APPUED AT THE RATE OF FOUR POUNDS PER ONE-THOUSAND SQUARE FE <br />FERTILIZER MtX11JRES SHAll 8E APPUED AT THE RATE OF FOUR POUNDS PER ONE-' <br />SQUARE FEET. MULCH WILL CONSIST OF STRAW QR HAY, APPUED AT A RATE OF TV <br />PER ACRE. <br />THE CONTRACTOR SHALL BE RESPONSIBLE fOR A SATISFACTORY STANO OF GRASS. <br /> <br />~ <br />CASEY & KRISTEN HARKINS <br />113 WEST McKINLEY S1REET <br />STOUGHTON, 'M 53589 <br /> <br />~GJNmR. <br />QUAM ENGINEERING, W <br />ATTN: RYAN QUAM <br />4604 SlGGELKOW ROAD <br />MCFARLAND, WI 53558 <br /> <br />~~ <br />~~ ..- <br /> <br /> <br />'"...... <br />------- <br /> <br />""" <br /> <br /> <br />t. <br /> <br />STllNE lXINS1llIlC1KlN EN1RANCE <br /> <br /> <br />SIlT FENCE lXINS1llIlC1KlN (SIIEET FI.OW) <br /> <br />HARKINS RESIDENCE <br />GRADING AND EROSION CONTROL PLAN <br />EXHIBIT #3 <br />DATED: DECEMBER 7. 2011 <br />REVISED: FEBRUARY 6, 2012; MARCH 9, 2012 <br />QUAM ENGINEERING, LLC <br /> <br />~ if::ien:~-"~~ commer~::i_~'~,,~~:;: CO~5u1W~ts =-- <br />4604 Slggelkow Rood, SuIte Po; Mcfarland, WIsconsin 53558 <br />Phone (60S) 836-7750; Fox (60S) 838-7752 <br />