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<br />\J eH.. 5~- 111 A <br /> <br />'Purrs 'PG:. 53b <br /> <br /> <br /> <br /> <br />I hereby certify, to the best of my knowledge and belief, <br />that there are no land slopes exceeding 20% in the continuous <br />delineated suitable soils area for subsurface systems on Lots <br />1, 4, 5, 6 and 7; that 'there are no land slopes exceeding 12% <br />in the continuous delineated suitable soils area for mound <br />systems within Lots 2 and 3; that the soil test sites shown <br />hereon area accurately located; and that all depths are <br />referenced to final grade of the subdivision as established <br />during he time of te ing. <br /> <br />~ ~ '/3/9'S <br /> <br />Surveyor s~1130 Date <br /> <br />\\\UU&lfl <br />~..,,'i\\ ~COJ'ti <br />...,~. ....Q""......... <br />'3e"V'.~.... <br />~ ,," <br />"".,II" I' <br />El4/ HOWARD F. <br />E 1 LiCHT <br />- <br />: 8.1138 <br />""\ Madison, <br />Wi <br /> <br />LOCATED IN THE NE B NW 1/4 OF THE SW 1/4 OF SECTION 3/, TBN. RBE. <br />TOWNSHIP OF SPRINGFIELD, DANE COUNTY, WISCONSIN <br />HELD 8 ASSOCIATES, INC. - HOWARD F. LICHT - SURVEYOR S-1I36 <br />1993 <br /> <br /> <br /> <br /> <br /> <br />All lot areas outside the delineated subsurface system area <br />and mound system area are considered non-compliant areas that <br />are unsuitable for systems unless shown otherwise by <br />additional soil testing. Excepting therefrom on Lot 2, the <br />existing subsurface system area and its approved replacement <br />area. <br /> <br />2536008 <br /> <br />SW 1/4 SEC. 31-8-8 <br />LOCATION MAP <br />W 1/4 CORNER SEe. 31.8-8 <br />FOUND 2" IRON PIPE <br /> <br />LANDS <br /> <br />LANDS <br /> <br />." <br />~ <br />, <br /> <br />5255.49' <br /> <br />2593,91' <br /> <br />NB9059'17"'E <br /> <br />." <br /> <br />700.00' <br /> <br />,:) <br />\i) <br />>.; <br /> <br />'\1) <br />_1_....t>J <br /> <br />$-~-- <br /> <br />_o..---.._~ <br /> <br />455.00' <br /> <br />430.00' <br /> <br />425.00 <br /> <br />FENCE <br /> <br />FENCE <br /> <br />FENCE <br /> <br />11) <br />~l <br />~I <br /> <br />There are no objections to this plat with respects to Sees. <br />236.15, 236.16, 236.20 and 236.21 (l) and (2), Wis. Slat~., <br />and ILHR 85 of the Wis. Admin. Code as provided by Sec. <br />236.12 (6), Wis. Slats. <br /> <br /> <br />Certifiedthis4~dayof ~r, 19~ <br />~ A-.s~ <br /> <br />Department of Agnculture, Trade & Consumer Protection <br /> <br />a ... \'J <br />a <l) a <br />0 IQ !=l <br /><l) 'l- a <br />\!) l<) a <br /> . <br />6 Q <br /><:: <br /> <br />7 <br />/~~ <br />337.476 SO.rT./ I <br />! <br /> <br /> <br />N 1/4 CORNER SEe. 31'8'8i <br />FOUND 11/2" IRON PIPE (, <br />I'" <br />ci <br />" 1~ <br />. '" <br />~ 2" IRON PIPE <br />\ <br /> <br />-- <br />lu <br />Ill'" <br />,~ <br />"tv) <br />f;)~ <br />~9; <br />v)Q. <br />1>:<3 <br />lu <br />19'~ <br />c'" <br />uQ <br />",<, <br />,-0> <br />-c <br />kik <br /> <br />583.91' <br /> <br />11 <br />661.58' <br /> <br />II <br /> <br />"--F:;';C~-~'" <br /> <br />d" <br />'v" <br /> <br />r iRON PIPE ISO.OO' <br /> <br />"'\ <br />tJ <br />~ i'. <br />~ I <br />a~ ~ <br />'It> ~i1: 101 <br />"" ~;., <br />~1:;. ti <br />0'" ~""I <br />1I)~!l'- <br />t 5 ~ ~I <br />Ill! l.I) <br />A:.--,o't 01 <br />III' IRON PIPE <br /> <br />S89'"fj7'57"W <br /> <br />REC. AS N89~4710'W <br /> <br /> <br />/ . C\ <br />/ \YJCJ,. / <br />. (./\ ./ <br />/ _/ <br />I / <br />! ./ <br />~ <br /> <br />. <br />g ~ ~ <br /> <br />^ <l) ;\> <br />'V ~ ~ <br />€i)~b <br />CI;j N'" <br />.. '" <br />0'< <br />II) Cj <br />ll! <br /> <br />1\ t <br />~~ <br />'" <br />:;;., <br /><,0> <br />-<- "'-J <br />18'< <br />"." <br />",:; <br />~l;' <br /> <br /> <br />o <br />0) <br />l:\i l<) <br />~ ~ <br />- "- <br /> <br /> <br /> it .., <br />a Q .., <br />Q !=l " <br />0 I<) 3 ~ <br />"- ... ~ <br />"- a <br /> <:: 581.652 SOFT. ~ <br /> Q;) <br /> ~ <br /> <br />.., <br />\D <br />q; <br />~ <br /> <br />'/ / '/ '// / / <br />// /: //// // <br />~/ ///:/:'l/ / <br />/.~////// //// <br />~~/:~'/:/ij/ ' <br />~/ 0, /:ij:/ / 'l~ <br />/,// /);'// / /0/ /1 <br />'l / / / ,/ / / /1 <br />-+ // 'l/: ~ ://~ ~i <br />~ ,/ ////'///'/ /1 <br />[,OD //////,1 <br />"S) _ <br />/;- ,.- <br />\'-' <br />a <br />a <br />. <br />a <br />Q <br />. <br />~ <br /> <br />G:J <br /> <br />'I <br /> <br /> <br /> <br />!25'! <br /> <br />135' ;t <br /> <br />w <br /> <br /><ill SEPTIC <br />VENT <br /> <br />" <br /><l <br />~ <br /> <br />\'-' <br />a <br />!=l <br />a <br />Q <br />. <br />a <br /><:: <br /> <br /> <br />94.13' <br />N7S.Z5'40"E <br /> <br />OSHW <br />~ WELL <br /> <br />LID <br /> <br />7 <br />./ <br />~\:P <br /> <br />,)V; <br />\ ' <br /> <br />/It' ~06> i)' <br />6'"". '/0'':>' <br />7.51,:,- <br />.51" <br />tr <br /> <br />,/ <br /> <br />f <br />1.vQ( <br /> <br />" <br />r r ! <br />'0'" . <br />I v <br />iv\' , <br /> <br />t <br />I <br />I <br />I <br />, <br />I <br /> <br />~ <br /> <br />33 I <br />i <br />-J <br />" I <br /> <br />6' I <br />,'" <br />, <br /> <br />JOINT DRIVEWAY ACCESS <br />EASEMENT LOTS 3 8 4/tf:;/'" <br />UTILITY EASEME7' <br /> <br />/ L1, ~\ <br />c_/ <br /> <br />it <br />i<) <br />!f) I <br />'It> I <br />0"'1 <br />~ ,I- <br />a ~ <br />~ ~ <br /><\J tJ) <br />!<) ~ <br />1 f:: <br />- <br />-.J <br />t:: <br />::, <br />11)1 ~ <br />~I I <br />-II ' I <br /> <br />lk~~'1 <br />I ~ !<) <br />~ ~ <br />_ 'l- <br /> <br />I~r -- <br />-I11~i1: / ~ <br />~I"''''( <br />~~... Q,~i i! <br />1J,9J{i' :<: I '5t I ~; <br />Y 1'<::( 01 :;; ~ <br />::tl '< -J <br />,~f I ~i <br />l~ <br /> <br />/200.00' <br />N 89.43'00" W <br /> <br />WAY ACCESS <br />JOINT D~!::NET LOTS I a 2 <br />8 EASEm"- <br /> <br />~ <br />G) <br />a <br />\!) <br /> <br />325,429 SO.FT. <br /> <br />',,- <br /> <br />c <br />~ <br /> <br /> <br /> <br />66' <br /> <br />33' <br />r----' <br />I <br /> <br />&( <br /> <br />215' t <br /> <br />S;. <br />, Q <br />Q Q <br />!=l C <br />Q Q <br />Q .., <br />. <br />i'- <br /><: <br /> <br />.: [jJ <br /> <br /> <br />L APROXIMATE LOCATION OF AN <br />INTERMITTENT STREAM AS SHOWN ON THE <br />MIDDLETON QUADRANGLE. WISCONSIN-DANE <br />COUNTY 7.5 MINUTE SERIES frgP.J>GR4PHICJ <br />UNITED STATES DEPARTMEf;JT OF THE )NTERIOR <br />GEOLOGICAL SURVEY EOtTED 1983. <br />. /" <br />r'l'" <br />. j , / <br />/ v\'i>' / <br />~/ <br />L. NO VEHICULAR ACCESS <br /> <br />r 6' UTILITY EASEMENT <br />.. ..L. . 457.93' <br />1J.s89042'40"E <br /> <br />~ <br /> <br />I <br /> <br /> <br />/874.36' <br /> <br />226,667 SQ. FT. <br /> <br /> <br />;\ <br /> <br />\) <br />i;j <br /> <br />NO <br /> <br />VEHICULAR ACCESS <br /> <br />v <br />~ <br /> <br />_ 324.88' <br /> <br />* 600.00' <br />~L <br /> <br />6' UTILITY EASEMENT <br /> <br />425.01' <br /> <br /> <br />DEDICA TED TO THE TOWN OF <br />SPRINGFIELD FOR ROA/) PURPOSES <br /> <br />VALLEY <br /> <br />ROAD <br /> <br />HANTED <br />VALLEY <br /> <br />J <br /> <br />REC AS 589024'40"E <br /> <br />ENCHANTED <br />------ <br /> <br />p&f.J~,\ t='o~ <br />ENCHANTED <br />---- <br /> <br />1957.S9' <br /> <br />ROAD <br /> <br />t <br /> <br />NBS'"46'2.J"W <br />r. <br />v L\. 'P\.-.\(:' -f-.c '\ E: :::ft:-b <br /> <br />1 " <br /> <br />1\ <br />I <br />I <br /> <br />, t\'-\ <br />~\ , <br /> <br />NOTE: <br />ALL UTIUf/Y FACILlTIE'S WitHIN THIS SUMVISION SHALL <br />8E' INSTALLED UNDERGROUND. . ' <br /> <br />COVENANTS MCGRDW SUGSEQUENT TO THIS PLAT <br />PROHIBIT THE'DlViSlON OF LOTS WITHIN Tt/IS PLAT.' <br /> <br />(' <br />66 I <br />~I:::!l <br />!:)~ <br />t31~1 <br />~I <br /> <br />Sce: <br /> <br />ENCHANTED <br />--- <br />VALLEY <br /> <br />'" <br />'" <br /> <br />FARMS <br /> <br />'" <br />'" '" <br />'" <br /> <br />VALLEY <br /> <br />CURVE ARC DELTA RAaIUS CffORD LENGTH CHORD 8EARING <br />Ci 94.30 i4'36'iO 370.00 94.05 S 44'i3'37' H <br />C2 JiO.62 i1"5O'48' 535.00 iiO, 42 S 42'50'56' H <br />. C3 205,08 23'30 'OJJ' 500.00 203.64 S 37'Oi '20' H <br />C4 11,9.93 50"05'10" 'i7i.51 145,20 S 5O'i8'55' H <br />C5 i02.00 14'30'08" 403. 00 101.73 S 44'JV'36" H <br />C6 i03.80 11"50'41}' 502.00 JV3,6i S 42'50'56" If <br />C7 2i8.6i 23'30 '00' 533.00 217.08 S 37'0J. '20' H <br />C8 i57.J7 65'01 '00' i38.5i 148,88 S 57'46'50' If <br /> <br />Tangent Bearings <br />CD " 5 5/03/'42" w <br /> <br />o " 5 75"2/'30" W <br /> <br />@ = 551"25'40" W <br /> <br />SHEET I OF 2 SIIEETS <br /> <br />C.S.M, NO. <br />---- <br />/446 <br /> <br />r IRON PIPE <br /> <br />(;)C;/ <br />';'7 <br />v/ <br /> <br />51 <br />~~ <br />()"S'~ <br />i- " v~ <br />e?;~ <br /><..> u): <br />~lJ.J~ <br />(t;!~ <br />lu ... <br />:;;"-.0 <br />",0<' <br />n il!~~ <br />q-J, <br />If)i-f;) <br />~~~ <br />Q;:;:s:.:j::: <br />"<1 "lu U <br />f\l ~i':~ <br /> <br /> <br />lft~ <br />~ <br />~O; <br />~/ <br />v9 <br /> <br />o <br /> <br />~ <br /> <br />100 <br />I <br /> <br />200 <br />i <br />I <br />Seal" 1"= 100 '"' <br /> <br />300 <br /> <br />I <br /> <br />LEGEND <br /> <br />o " IRON STAKE OR PIPE FOUND <br />6 " P.K, NAIL FOUND <br />II = SECTION CORNER <br />. = 11/4" X 30" SOLID ROUND iRON REBAR <br />4,30 Ibs/ft. PLACED <br /> <br />ALL OTHER LOT CORNERS ARE MARKED <br />WITH A 3/4"X24" SOLID ROUND IRON REBAR <br />!.50 IbfJ/ft PLACED. <br />ALL DISTANCES, LENGTHS AND WIDTHS ARE <br />MeASURED TO THE NEAREST HUNDREDTH OF <br />AFOOT. <br />DISTANCES SHOWN ALONG CURVES ARE CHORD <br />LENGTHS, <br />ALL BEARINGS ARE MEASURED TO THE NEAREST <br />00.00.05': <br /> <br />~ '" AREAS SUiTABLE FOR SUBSURFACE SYSTEMS <br /> <br />~.: AREAS SUiTABLE FOfr MOUND SYSTFMS <br /> <br />E;J c' (~( /\ NTE' [) <br /> <br />'C~'A;/ <br />/ \ y <br />u-I", <br />