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042-1092-60-100
n cn o ■ o 2 § M§ ;7777 k ,9 f j 2 0 ° 2 0 7§ \ - _ r ( § § 7 P ) 3 3 0 \_ \ ) � 3 � � ■ k � � � g c ° ' © />£ K § k - § � \ z § r- 0 8 2 \ ; X 0 0 0 & K 0 0 0 'D .. Or o \ \ 3 ) § \ / § c cr T v v— % S E z > Cr �@ CL i � R � � ! ° I ,L CD CD CL g _ / } k z m _ & i z E I < ƒ \ ■ T $ § E g E § / z [) q2 0 k ) \ n / ƒ e \ ( % § � f � ) § + R 3 � § \ < \i . �\ � Parcel #: 176- 1087 -00 -000 10/24/2008 02:56 PM PAGE 1 OF 1 Alt. Parcel #: 33.29.18.656 176 - VILLAGE OF ROBERTS Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 08/01/2007 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - RIVER BANK EXCHANGE LLC RIVER BANK EXCHANGE LLC PO BOX 339 ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ' 638 STAR LN SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 3.370 Plat: 4303 -CSM 16 -4303 042 -02 SEC 33 T29N R18W PT SE NE BEING CSM Block/Condo Bldg: LOT 01 16/4303 LOT 1 3.370AC EZ -U- 1377/391 ANNEXED FROM TOWN WARREN Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) (856723)(08/01/07) FKA 042 - 1092 -60 -100 33- 29N -18W SE NE (511 A) Notes: Parcel History: ANNEXED 08/01/07 FKA 042 - 1092 -60 -225 Date Doc # Vol /Page Type (5118 -10) 08/01/2007 856723 ANNEX 10/05/2005 808505 2902/439 EZ -U 10/04/2005 808421 2902/032 WD 08/21/2002 687646 1952/537 WD more 2008 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 04/24/2008 Description Class Acres Land Improve Total State Reason COMMERCIAL G2 3.370 66,100 0 66,100 NO Totals for 2008: General Property 3.370 66,100 0 66,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 042 - 1092 -60 -100 10/24/2008 02:53 PM PAGE 1 OF 1 Alt. Parcel #: 33.29.18.511A 042 - TOWN OF WARREN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 08/01/2007 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - RIVER BANK EXCHANGE LLC, ANNEXED ANNEXED RIVER BANK EXCHANGE LLC Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 3.370 Plat: 4303 -CSM 16 -4303 042 -02 SEC 33 T29N R18W PT SE NE BEING CSM Block/Condo Bldg: LOT 01 16/4303 LOT 1 3.370AC EZ -U- 1377/391 ANNEXED (8/01/07) 856723 NKA Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 176 - 1087 -00 -000 (656) 33- 29N -18W SE NE Notes: Parcel History: ANNEXED 08/01/07(856723) NKA Date Doc # Vol /Page Type 176 - 1087 -00 -000 (656) 10/05/2005 808505 2902/439 EZ -U 10/04/2005 808421 2902/032 WD 08/21/2002 687646 1952/537 WD 06/24/2002 682499 1915/326 VAC more 2008 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 02/21/2008 Description Class Acres Land Improve Total State Reason COMMERCIAL G2 3.370 55,000 0 55,000 NO Totals for 2008: General Property 3.370 55,000 0 55,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 r=49 +'7 V0L 16 PAGE 4303 KATHLEEN H. WALSH 9 REGISTER OF DEEDS ST. CR01X COUNTY t ST. CROIX Co., WI SURVEYOR'S RECORD „,- j Certified Survey Map No . 4303 RECEIVED FOR RECORD Volume 16 ,Page 4303 05'29'2082 10 :20 A CR'RTTF A IIRIFEV N BEING A PART OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTIONCOPFFEE: 15.00 Y 34 AND THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 33, P 3 AND ALSO THE NORTHEAST 114 OF THE SOUTHEAST 1/4 OF SECTION 33, TOWNSHIP 29 NORTH, RANGE 18 WEST, TOWN OF WARREN. ST. CROIX CO. WI. BEING ALL OF LOT 10F CERTIFIED SURVEY MAP RECORDED IN VOL. 10. PAGE 2854. APPROVED W 1/4 Cor. ST. CROIX COUNTY Sec 33, T29N - R18W PREPARED FOR: Planning Zonino and Parks Committee Berntsen Alum. Mont. MAY 2 9 2002 Robert Holdsworth TMI Properties Inc. 622 Star Lane b,d S T H Roberts Wisconsin, 54023 If not rewrded within 30 days Of f h) approval date approval shall be No ACC 17.0 " - - _ null end void d0 f $3 45' , Note: The parcels on this map are subject li-- e � 9' No I' O1 to state and count laws, rules and regulations Ac cess Ii.e. wetlands, lot size, access to parcel, Etc.) ° before purchasing r develo an parcel contact +� i` '.13p�g1• the St. Croix County m t Zoning Office for advise. I `^ �? pp , �;'''• ° I Y'�`� LEGEND A -�.''�.. I ooc , 6 J• �c ..,, loLn, V �o°s� ��, w° s .........Government Corner (as noted) a t o �`�-' o J• • o \` w o -' > o .......... Set 3/4" x 24" O.D.rebar weighin ° � � a I �'� �'y -i �` �s 1.502 lbs. /lineal ft. N N o s� , I m i :\ , goo c ,�, I °D, 3 -13 19" n`, �� s `��, •..........1 O.D.Found Iron pipe r � z CO ,, `��, �• v.......... Septic Vent ' Z •• 241. 4' g� 49. 1' w LL i �� � s' � 00 - i -- - - - - �- S00'13'OS "W 290.95 9 ' East line of Lot 1 CSM , •m I SCALE: 1" = 200' Vol. 10 P.2854 I I rt NOO 09 - 00 "W i E 1/4 Cor. I I� n ', `� $7.36' `� eg Sec 33, T29N - R18W r �' ` ` Reset from previous sury s 1 it 0' 200' , 400' Set 3/4" Rebar 1 ° !C+� A N I 7 00 ,o s a/ i Z 01N - WN-.O rn 9.99' �'0 IS + ° % to 500'13'05 "W 88888888"' x N�o �ti o -4 g i5 m n „ N C / I Np v Qp \ A t0 N ' t0 to CA ? ce C ' / A m .• o N tG b a W i1 O q i !s °! / enterline of the �V fer / enced East bound lane 1 -94 North is to the East -West 1/4 + o 5 -4 line of Section 34, which is assumed to N + bear N89 °51'05 "W. g n V yy n m --I 1 , . Note: OUTLOT 1 is non - buildable because of _ R slopes grater than 10% % ?ith a net buildable 8 = � I n, ` area of less than 1 acre. Also the Lot area is rq rm ( 0/ /' less than Township Zoning allows. Iro n CL 40 0 r— / x p $° � 9 OD co OD C9 8 N 1 0) ' C / k� PETBi<`E 0 Z Z 0 JJS• �>, OAART71Il/Itl a DI IN) KNAPP 'g - w ' S�F 'nf •nfw'ri ' �.J 1 N N to :Ib z z z Z + E 1/4 Cor. This instrument drafted by PJG w j $ Sec 34, T29N - R18W i O Cedar Corporation Found P.K. nail per ties 604 Wilson Avenue � "' Menomonie, Wi. 54751 Page of I Vol. 16 Page 4303 £0£t► 96ed 9 L ' 1 �o — a6ed ISl7S '!M 'a!uowouaW anuanV uosi!M 109 sal jad uno 0 8 8 8 0 0 ,+ uolaeuod.ro) jepa) 2 1. leu 11 d P o� • ^ a MBLd - N6Z1 '7E )aS ^ rn a o 9(d lq pa;;ejp;uawn.l;su! s!41 Jo) 7/l 3 Q i z z z z in I OR 1 3 of o N =_- ���� 1 W W . W � I ; a: P C M p 8 a 985�� • �-•N `��lSs (n ` N n 0�1 pippp ^ 0 2 2 Z N yl M M N Ui ^8"nx4"i � al smolle 6uiuq d14suMol ue4; ssal / 0 := l w ^ sl ease ;0 a4; osid •aJ)e I ue4; ssal ;o ease / � ,' ° � I m ' algepl!nq ;au a 4 4!M %OZ ue4; ra;eb sadols `o� n l <t o ^ - ;o asne)aq atgepl!nq -uou s! I lonno :a ;�' ^ ^ ^ r 'O n D t u / %n, �. . i C, 04 'M..SO.IS.69N jeaq Cl o; pawnsse s! q)igm 'IE uo! ;�aS ;o au!1 c o 1 7/I 4s - 4se3 a44 of Pa)uaJa ;aJ s! 44JON v ^ , 4 v 16 aue1 punoq ;sea n v N M ao a, a .n .o a41 ;o au!l�a ;ua 'OS+� � 0 3 � c+ rn � � 0! � � 1 / , C 10 cn O] ^ ;[� a .09 7( _ o / M„ S 0,£ LOOS o o [ / !� a I , 66'6 W '� I .ci , Z N M N f1 D 7 /�� /G19 _� a' • ad q a ..h /E a S o �e a a OOZ 0 • �,l \ J . � al s� DAins sno!Aa.1d woj; ;a'a 007 `N 4 - N6Z1 'EE S — �o) 7/I 3 ' .9£'L14 ry M.00,60.00N ;- I ( j !8 jo Z'd '0I '10A OOZ = .,l :31`d)S °� W N' ws) I aull ;sea - - - - - _ - - - _ _ - o 96'06Z M,SO,£1.005 t2 8 Go / 4uaA )I}daS .......... ' o I " C D e \jv v a, Z S \9 ......... N 1� L/1 adld uo.1l puno�*G 3 • �`sr Os `��s o `.� ' ,, oo � v N co - 41 leauil / ZOS'I sy • yy ~o \� •ro o 61 aM J aJ' X a SAS' �' M ��I o° � • %E+ uI y q 0'0 ..7Z „7/E S.......... II ou se tt(n� °° \ ^ � �`' 9r \ ` 1p a i ' uau�o ) uawuuano f J " `� \ J �\ Snn 3�,{ s `q N ON3931 ;..I w aslApe Jo; a) ;o 6uluoZ A4uno) x!a) AS ay; .l6 � I ! (1q 04 .r N> N l)e;uo) la)jed Aue 6uldolanap jo 6u1se4»nd ajo;aq �I , •.,,;M �o M 4 I a»ed o ssa»e 'aZ1s o s uel;aM �a" Ssao a3' � a t' P I oy suol;elnba.i pue saln.l 'sMel A;uno) pue a ;e ;s o; (o ,F N .6 �8, �'•' 1 ;)a[gns aie dew S14; uo sla)jed a41 :a;oN 1 - or. ssa�� p!oA pus llnu fitly v °N eq lleys lenadde elep lenadde ;o SAea os u!ul!M Paplooa, IOU MIS 'UISU )SIM 4Jagoa N 1 $' _ - � •''O�) aue e JS ZZ9 I � .)ul sai4jadoJd IW1 ' Zoe G z Am 44JOMSPIOH 4uago8 2uoW 'wnjV uas4u�a8 WWWWODS )Pnd Put buluoZbuluueld 80J 03?JVd32Jd � MM - N6Z1 'EE )aS AiNnoo Xiotlo'1S J 7/l M 03A ddV "ySBZ 3OVd "10A Ni 03(1210)321 dVW k3Adns (13141183) 40110140 11V ON139 "IM '03 X1021) '1S 'N32l21VM 10 NMO1 IS3M Ot 39NVH 'H1210N 6Z dlHSNM01 E S39Vd • £E N01133S 401/1 1SV3Hlf10S 3H1 10 7/1 1SV3HA0N 3H10S1V ONV :331 Ado3 'EE N01133S 10 1Sd3H1a0N Ni 1 1/1 1SV3H1noS 3H10NV 7E 00'ST :33d 038N01133S dO 7/1 MAHMON 3H1 10 1/1 1S3MHLnos 3H1 40 121Vd V ON139 V SVOT ZOOZ -6Z -90 £o£t 96 9c ewnl0 00 a80338 2104. Q3AI3032! £0£� •ON deal �CanunS pegrpe A1NnoJ xO IN 4, 03 XIO210 '.LS 'I F SQ33Q d0 2l3ls 19321 M 0 Z NIA' , HSIVA 'H N33'[H.LVN 51 nn y� £0£t 3JVd — 9L 'TOA Parcel #: 042 - 1092 -60 -225 01/07/2005 09:11 AM PAGE 1OF1 Alt. Parcel #: 33.29.18.511 B -10 042 - TOWN OF WARREN Current XX ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): ' = Current Owner * ZOLDAN FAMILY OHIO ZOLDAN FAMILY OHIO PARTNERSHIP PARTNERSHIP 555MLKJRBLVD YOUNGSTOWN OH 44502 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ` 637 STAR LN SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 1.600 Plat: 1487 -CSM 16/4303 042/02 SEC 33 T29N R18W PT SE NE BEING CSM Block/Condo Bldg: LOT OL 1 16/4303 OUTLOT 1 1.600AC EZ -U- 1377/391 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 33- 29N -18W NE SE Notes: Parcel History: Date Doc # Vol /Page Type 08/21/2002 687646 1953/537 WD 06/24/2002 682499 1915/326 VAC 11/12/2001 661835 1760/504 EZ -U 05/04/1998 578429 1320/375 WD 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 38687 34,100 Valuations: La t Changed: 07/14/2003 Description Class Acres Land mprove Total State Reason RESIDENTIAL G1 1.600 30,000 0 30,000 NO Totals for 2004: General Property 1.600 30,000 0 30,000 Woodland 0.000 0 0 Totals for 2003: General Property 1.600 30,000 0 30,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 i Parcel #: 042 - 1094 -20 -300 01/07/2005 09:09 AM PAGE 1 OF 1 Alt. Parcel M 33.29.18.520D 042 - TOWN OF WARREN Current ❑ ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 2 Tax Address: Owner(s): " = Current Owner * TMI PROPERTIES INC, RETIRED NUMBER RETIRED NUMBER TMI PROPERTIES INC Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 2422 ST CROIX CENTRAL SP 1700 W ITC Legal Description: Acres: 2.560 Plat: N/A -NOT AVAILABLE SEC 33 T29N R18W PT NE SE BEING LOT 1 OF Block/Condo Bldg: CSM 10/2854 2.56 ACRES EZ -U- 1377/391 PT STAR LANE TO TMI Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 33- 29N -18W Notes: Parcel History: Date Doc # Vol /Page Type 06/24/2002 682499 1915/326 VAC 05/29/2002 680247 16/4303 CSM 05/04/1998 578428 1320/374 WD 07/23/1997 1058/353 LC 2004 SUMMARY This parcel will not get taxed. It exists soley Assessed with: for parcel history tracking purposes. Valuations: Last Changed 07/31/2002 Description Class Acres Land Improve Total State Reason Totals for 2004: General Property 0.000 0 0 0 Woodland 0.000 0 0 Totals for 2003: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 FIR N .z,r 2 efm /v1,28.s"y l6. Qg J. �. 1994 rea r p//.z A64y zo Sao S,zGA JAMES O'CONNELL 2 Register of Deeds 5243 S6 ae.1 SL Croix Co., WI CERTIFIED SURVEY MAP Located in part of the NE4 of the SEa of Section 33, T29N, R18W, Town of Warren, St. Croix County, Wisconsin. UIJ T T �D L A "JDS I C C LEGEND — Aluminum County Section / �— r I c ^" Monument Found 1 AR AI 26--�_ r S89 °50'53 "E � 403.54' — M • 2 Iron Pipe Found © �o — to 0 1 Iron Pipe Set, weighing S89 411.96 0 oo '� 1.68 lbs. per linear foot Cn o N / W o ;... LOTo 100' Roadway Setback Line �°, 3 / ry — \ N M C 0 Vi p N y 3 V 3 ^, O w X 9 cc N86o44105 "W 479.1' J +1 X / C W 41 O M W 1L / Q C O h N O Q L L N V' .•-1 Q — C to Ln � C> ry Q �l to .-. N w N N O) —J/ 75 • ` / / N s� 2 o 00 LOT N +� �/ 16.99 Acres Lj1 ( '° �l 739,989 Sq. Ft. 1 4- O ' l I r ' +y < 1 CD c •-N N / O ...P N r-1 G) W L ti ti v L N ro 4- w -0 CO U3 '•� e-1 N t V O a 4_ 41 L7 1 I' W B ^/ I rn O1 •.� N L + , JI O N ro M CD W fh L I O / / �. 0� � o O N w v / �S N89 ° 51' 26 "W 961.86' South line of the 4- ss, NE} of the SE} f r _ `i P�1 -I �' �1T I G OWNER 6 .,LR I II ILD ..JR ✓Ll ,1 ,J�J L L .:a .. (..i •'• . it L 3 y Glen M. Wiese VOL 4 hV. 1 3 21 I LA JDS W12491 890th Ave. — — — - - - -- co �, y River Falls, Wi. 54022 0 r Land Contract From: James H. Schwalen SCALE IN FEET ' SE Corner 100 50 0 200 400 Section 33 VOLUME 10 PAGE 285+ L Parcel #: 042 - 1092 -60 -100 01/07/2005 09:10 AM PAGE 1 OF 1 Alt. Parcel #: 33.29.18.511A 042 - TOWN OF WARREN Current OX ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): " = Current Owner " ZOLDAN FAMILY OHIO ZOLDAN FAMILY OHIO PARTNERSHIP PARTNERSHIP 555 M L K JR BLVD YOUNGSTOWN OH 44502 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description " 638 STAR LN SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 3.370 Plat: 1487 -CSM 16/4303 042/02 SEC 33 T29N R18W PT SE NE BEING CSM Block/Condo Bldg: LOT 01 16/4303 LOT 1 3.370AC EZ- U- 1377/391 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 33- 29N -18W SE NE Notes: Parcel History: Date Doc # Vol /Page Type 08/21/2002 687646 1952/537 WD 06/24/2002 682499 1915/326 VAC 05/29/2002 680247 16/4303 CSM 11/12/2001 661835 1760/504 EZ -U more 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 38685 62,500 Valuations �ast Changed: 07/14/2003 Description Class Acres Land Improve Total State Reason COMMERCIAL G2 3.370 55,000 0 55,000 NO Totals for 2004: General Property 3.370 55,000 0 55,000 Woodland 0.000 0 0 Totals for 2003: General Property 3.370 55,000 0 55,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Es8�c47 VOL 16 PAGE 4303 KATHLEEN H. WALSH JAN REGISTER OF DEEDS 2 0 W ST. CROIN CO., W 1 ST. CROIX COUNTY q ertif ed Survey Map No. 4303 RfiCEIVED FOR RECORD - SURVEYOR'S RECORD 16 4303 05-29 -2002 10:20 A olume , Page's rFIRTTrTr111 U RVEY ft p BEING A PART OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTIONREC FEE: 15.00 34 AND THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 33, COPY FEE: AND ALSO THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 33, PAGES: 3 TOWNSHIP 29 NORTH. RANGE 18 WEST. TOWN OF WARREN. ST. CROIX CO. Wl. BEING ALL OF LOT 10F CERTIFIED SURVEY MAP RECORDED IN VOL. 10. PAGE 28S4. APPRWED W 1/4 Cor. ST. CROIX COUNW Sec 33, T 29N - R 18 W PREPARED FOR: Planning zoning and Parks Committee Ber\ en Alum. Mont. Robert Holdsworth MAY 2 $ 2 ooz i TMI Properties Inc. 622 Star Lane (V Wd �r•fl Roberts Wisconsin, 54023 if not recorded within 30 days of W'0 19 4� approval date approval shall be .N° Acc Nf ' - - — _ _ — null and void e f � �J 4d Note: The parcels on this map are subject I 3 8? �' N° 4'f °' to state and county laws, rules and regulations I c 1 Acces (i.e. wetlands, lot size, access to parcel, Etc.) I �1 W O W'�••, 1 n before purchasing or developing any parcel contact N oo r 40' 49' ' `'3 ?• the St. Croix I County Zoning Office for advise. m p, . 01 LEGEND d 1: ��� �M 10 ......... Government Corner (as noted) 1 °,p \mod•. S a� o..........Set 3/4' x 24" O.D.rebar weighin I• � C °�• ,, ` ID` � �� � � ��� y�• 1.502 lbs. /lineal ft. I� Ste ,. ,,, � CQ 13 a ' .......... 1" O.D.Found iron pipe I r O" ,1 40 ` n ° °�` s °.......... Septic Vent t0 2a1. a' 8� 9. 1' S001 3'05 "W 290.95 �. / East line of Lot 1 CSM ,(/i . " `, SCALE: 1" _ 200' Vol. 10, P.18 -* N00'09'00 W E 1/4 Cor. I ((� C , \ `� 417.36' `� d_ Sec 33, T29N - R18 �OL -0 ,�a ` \& \)O• 0' Reset from previous surveysa 200' 400' Set 3/4" Rebar IrD N np ,,qv`/ iy 3 < I i 100 m I IL rncr�.w�wn�..o m 29.99' ,/ M S00'1 3'05 "W oo I ZL f i / �/ z 88888888 �`6,c' ► % mop O / y / o r CD o N �ci centerline of the °f �' East bound lane 1 -94 c North is referenced to the East -West 1/4 c =° ° ;' line of Section 34, which is assumed to 8 + `° `•° bear � 9 051'05 "W. .. , O a O . + n C ! \ . Note: OUTLOT 1 is non - buildable because of 1 o D I-p �' slopes grater than 20% with a net buildable co i _ ;' ` area of less than 1 acre. Also the Lot area is v m ( 0/ / less than Township Zoning allows. I m /a � a CD OD ODS a s N l a) I a ti� * /E18i3.1 Y � GAMUANN a �� KNAM CD 1 � w ' g r �m v' I 4A J In IN I bD 4. 1 a z z z z z ; E 1/4 Cor. This instrument drafted by PJG Sec 34,,T29N - R18W w • o `O Found P.K. nail p er ties Cedar Corporation $ w p 604 Wilson Avenue Menomonie, Wi. 54751 Page -L Of Vol. 16 Page 4303 Wizconsin De of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 420508 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Zoldan Family Ohio LTD I Warren Township 042 - 1092 -60 -100 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: 33.29.18.511 A TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD t Inlet Septic Dt Bottom Dosing Header /Man. Aeration V Dist. Pipe Holding B y to Fi Grade PUMP /SIPHON INFORMATION Manufacturer Dem d St over GP Model Number TDH Lift Friction Loss System Head TDH F Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil L� Yes f J No L Yes No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 638 Star Lane Roberts, WI 54023 (NE 1/4 SE 1/4 33 T29N R18W) NA Lot 1 Parcel No: 33.29.18.511A 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = _T=1 Plan revision Required? Yes H No I Use other side for additional information. F = I Date Insepctor's Signature Cert. No. SBD -6710 (R.3/97) LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF WARREN COMPUTER NUMBER 042 - 1092 -60 -100 Parcel Number 33.29.18.511A OWNER NAME: First Last ZOLDAN FAMILY OHIO PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment 638 STAR LA SECTION 33 TOWN 29N RANGE 18W %160 NE %40 SE Line Description Line Description TOTAL ACREAGE 3.370 PLAT CSM 16/4303 042/02 LOT01 BLK 01 SEC 33 T29N R18W PT SE NE 15 02 BEING CSM 16/4303 LOT 1 16 03 3.370AC EZ -U- 1377/391 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF WARREN COMPUTER NUMBER 042 - 1094 -20 -300 Parcel Number 33.29.18.520D OWNER NAME: First RETIRED NUMBER Last TMI PROPERTIES INC PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment SECTION 33 TOWN 29N RANGE 18W %160 1 /440 Line Description Line Description TOTAL ACREAGE 2.560 PLAT LOT BLK 01 SEC 33 T29N R18W PT NE SE 15 02 BEING LOT 1 OF CSM 10/2854 16 03 2.56 ACRES EZ -U- 1377/391 17 04 PT STAR LANE TO TMI 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 N *isc4in i in Madison, WI 53707 - 7162 Site Address f- - i De artment of Commerce p -,3 p —� z-- 3 f`O Z / (� S LA&) � Sanitary Permit Applic ion Sanitar it Numb In accord with Comm 83.21. Wis. Adm. Code, personal orma�of D fz 5 may be used for purposes Privacy La s15. 1 m ❑ Check if Revision I. Application Information - Please Print All Information rate Plan I.D. Number ?4 — /� Property Owner's Name 33. Z 18; p D ts-LLZ�j /ZOLX�41 FA0114 Property Owner's Mailing Address 5 W kl0i�h J& P • uAC %: S T N N. R 1 B C' , Sate Zip Code Phone Number Lot N ber 1 k ber �ou,l�G'T�t� * '° � • 4 462- lloZ �3c -235 -g�t3 � � � Subdivision Name CSM Number 1-.Vo .? Y II. Type of Building (check all that apply) ❑City V ) ( 0— f3 0 111 or 2 Family Dwelling - Number of Bedrooms ❑Village Public/Commercial -Describe Use n&MhiiM 1 Cl A(... - L ownship ❑ State Owned Nearest Road 10 I 13L Type of Pen (Check only one box on line A (hunibering scheme for internal use). Complete line B if applicable) A. 1 New 2 ❑ Replacement System 3 ❑ Replacement of 6 11 Addition to For County use stem Tank stem B. ❑ Check if Sanitary Permit previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering schenWor internal ace _1r1,,r 44 ❑ Non - Pressurized hi.-Ground 2111 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland po 22 O Pressurized In- Ground 41 ❑ Holding-Tank 48 O Single Pass 51 ❑ Drip Line 45 At -Grade 46 ❑ nt Unit 49 ❑ Recirculating 30 ❑ Other WDRORiWTreatment Area Info �,' Design Flow (gpd) Dispe A1, rsal Soil Application Percolation Rate USYstwcmEl Final Grade n 1 `S VProposed Rate(Gals./Days/Sq.rL) (Min./Inch) Mevation Cam- ! � t�.ol.PD o . VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber plastic Gallons Gallons of Tanks Concrete Constructed Glass New Exisdn` Tanks Tanks 8 � W �� Septic or Holding Tank ' �,� , � u) � G • Dosing Chamber VII. Responsibility Statement- I, a and nsibnity for installation of the POWTS shown on the attached plans. Plumber's Name (Print) is MPIMPRS Number I Business Phone Number MAN VO U d Plumber's Address (Street, City. Sa , ) C2145, VIII. Coun /De artment Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Surcharge Fee) ❑ Owner Given Initial Adverses�_ w Z� t Determination Qq IX. Conditions of ApprovalMeasons for Disapproval II n -Ri , tS e,� wl t a° aim PA0EJ-t_ 4 /'A Sa�',� ���� t � 1MM�7 (tar etu� on paper not . than CCe-�i•Ge 1110�chnoQO,mo SBD -6398 (R. 05/O Y) PLOT PLAN -Page _ 8 . Scale 1 " =60 ' i L)TZ pR O \S'iv'Rfi Z a - 7 s� / �a► tiO o s�or y "�vc i / / ��` -��r►G sus �•� �'►W � 1 I Cit'► tk-� - tU- W0. 0)Q NPVJL `Z fiUMkT Gn4h,)b rig) PoW.EMPU 'a Mif'z - et, 103.3' K . 1w `TW Cr- U `CMa-, S "DIA way PoaT. ?"Z_ t, Sri f_ " ► 1 NOTES: 1. Elevations sh`pwn are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( 77-_ required). 3. Septic tank to be 1 b00 /110 ogallon capacity manufactured by !^ Q� kNZ co(J o-kx - W/ . 0— 180o Z ja FL FILTER 4. Bench mark Z, : S Q 1 , Divert surface water around system to prevent ponding at the uphill side. Safety and Buildings 401 PILOT CT STE C ' WAUKESHA WI 53188 -2439 TDD #: (608) 264 -8777 ` Visconsi www.commerce.state.wi.us /sb Department of Commerce www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary (October 10, 2002 0 I� I l I CUST ID No._ _ ATTN: PORTS Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/10/2004 Identification Numbers Transaction ID No. 795783 SITE: Site ID No. 651732 North Atlantic Dev Corp Please refer to both identification numbers, Star Ln above, in all correspondence with the agency. Town of Warren, 54023 St Croix County W1 /2, SE1 /4, S33, T29N, R18W Lot: 1, FOR: Object Type: POWT System Regulated Object ID No.: 874761 Description: 575.5 gpd design wastewater flow At -Grade system. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "At- Grade Component Manual for Septic Tank Effluent for Private Onsite Waste Treatment Systems" SBD- 10570- P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD - 10573 -P (R.6/99). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of At- Grade component manual are complied with. A copy of this information must be given to tfjeawgr upon completion of the project. O� 'Q Z� 6_144�, - • Maintenance information must be given to the owner of the tank explainin hat r v'! O Q l6a1� f!he filter is required. Access to the filter for cleaning must be provided per Comm 84 pr ct apprd��ans. • A Sanitary Permit must be obtained from the county where this project is located�'ip ordprce with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. ARTHUR L �k I:G[:R[ :R pr 2 10/10/02 A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation /operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12 2 P P O, nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 ` Balance Due $ 0.00 Thomas J Perkins POWTS Plan Reviewer, Integrated Services WiSMART code: 7633 (262)521 -5064 , 7:30 -4:00 tperkins @commerce.state.wi.us cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544 AT -GRADE SYSTEM FOD Page 1 of LOCATED IN THE NQI /4 OF THE .'S� 1/4 OF SECTION 3 -S ,T 2 � N, R 18 W, TOWN OF �, S C� LX COUNTY, WISCONSIN. This plan has been prepared in accordance with the At -grade Component Manual SBD- 10570 -P (R.6/99) and the Pressure Distribution Manual SBD- 10573 -P (R.6/99). INDEX RECEIVED Page 1 of 8 TITLE SHEET Pa 2 of 8 PROJECT DATA SEP 2.3 2002 Page 3 of 8 SYSTEM MANAGEMENT PLAN Page 4 of 8 PLOT PLAN SAFETY & BLDGS. DIV. Page 5 of 8 PLAN VIEW -CROSS SECTION Page 6 of 8 DISTRIBUTION PIPE LAYOUT Page 7 of 8 DOSE CHAMBER Page 8 of 8 PUMP PERFORMANCE CURVE PREPARED FOR iJCOCt- 1 TL1�tV Tl C v�1APM�NT 12'6*.P. 3 s o s e� t ti ST1ZLT�T LE , PA 16 Soa PREPARED BY wEGi =F,cER SQ I L TEST I R1G AND DES I (31.,j �00 70"ZeN P -8. BOX 74 42I L KAIA ST. �, X} - ••�.• . RIVU FALLS. VI 54022 t: a 115 -4r,, -4165 t . q.zo -oz JOB NO. O Z - Z •l S PROJECT DATA Page Z of 8 This at -grade system will serve a Fireworks Retail Store with 4862 sq.ft. available to customers, 15 employees and 3 floor drains. ANTICIPATED WASTEWATER RETAIL STORE: 4862 X 70% t 30 X 1.5 = ------------ - - - - -- 170.2 gpd CUSTOMERS.: 15 X 13 X 1.5 = -------------------- - - - - -- 292.5 gpd FLOOR DRAINS: 3 X 25 X 1.5 = -------------------- - - - - -- 112.5 gpd TOTAL = - -- 575.2 gpd SEPTIC TANK 575.2`.+ ( CXPEX3 ) + (DXPE)'' 575.2 + (11.61X7.67X3) + (46.77X7.67) 575.2 + 267.15 + 358.72 = 1201.07 gal minimum capacity required An 1800/1100 Wieser Concrete combination tank with an A -1800 Zabel filter will be installed. At -grade System'Management Plan Pursuant to Comm 83.54, Wis.Adm. Code Page 3 of Sedtic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet file. Shall be leaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enc!osure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the'owner of when the next service needs to be performed to maintain less than maximum scum and sludge aco•,rmuladon in the tank The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pumo Tank The pump (dosing) tank shall be inspec at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent fitter is installed within the tank it shall be inspected and serviced as necessary. At- rade Component and Pressure Distribution System No. trees.or shrubs should be Plante or allowed to grow on the component. Plantings may be made around the perimeter and the component shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the component is not allowed. Cold weather install- ations require the component to be heavily mulched for frost protection. Influent quality into the at -grade system may not exceed 22Omg /L BODS, 150 mg /L TSS and 30 mg /L FOG. Influent flow may not exceed the maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each, lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be for effluent panding. Ponding levels should be reported to the owner and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring in accordance with 83.52 (2). General This system shall be operated in * accordance with Comm 82 -84 Wis.Adm.Code and shall be maintained in accordance with it!s component manual SBD 10570-P- (R.6/99) and local and state rules pertaining to system maintenance and maintenance reporting.. No one should ever enter a septic or pump tank since dangerous gases may be present that quid cause death. Septic and Pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as FOWTS components. Septic or pump tank manhole risers, ac ;ass risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. - Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 84nches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or componenL Continaencv Plan If the septic tank or any Of its components - - ponents become defective the tank or component shall be repaired or replaced to keep the ' s proper operating condition. If the dosing tank, pump, pump controls, alarm _ or related wiring becomes defective the defective component shall be I mmediately repaired or replaced with a component of the same or equal performance. If the at -grade component fails to accept was discharge wastewater to the ground surface, it may be necessary to install an aerobic pre - treatment unit or .replace the component. Additional site and soil' evaluations may need to be done and additional plans may to be prepared and approved by the Department of Commerce, Safety and Buildings Division. Questions about the operation or maintenance of this system should be directed to The County Zoning Office at - l5 31 b- Ll be) 0 S?-: 0 -k-W IX The system installer at The tank manufacturer at t1Z The effluent filter' manufacturer at K 1 PLOT PLAN - Page �of Scale 1 " =60 ' J Ok " cTJ• ,�4'i oR b \SZUtZ.R •`/ �� / ypN2ETp -- ° 1 S N CO oila to or Z S �pC t 9w1 -1 - t / L- V G /i ce - I / I c3t'► ll-1 - 600:0' orii NjML ZZ "pv\_MA GSuvuwb I" POjA4 -e.rU if'Z _ et, 1033' H ! `t%> a = u `lhu' s'��A wow Posr•_ -- �/ NOTES: I. Elevations sh'pwn are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( _Z required). 3. Septic tank to be 1 bo0 /110 0gallon capacity manufactured by w/ A — 18 C)O Z fk13 FL Fi LTLR 4. Bench mark OVE 5. Divert surface water around system to prevent ponding at the uphill side. - LPrQ_..V. ..- Page of 1Z�Sg . S 7toN a L _ 5' > B >5� >5 2' - F VV A L 0 _ - 0 J > 5' a$se new wets - z RA-w 1/6 B 1 1/6 B A= Feet B= � \ 4y Feet - -- Linear Loading Rate= y.Q GPD /LN FT L= \ S I Feet Design Loading Rate =p ,� GPD /SQ FT W= Z Z Feet Fabric Distribution . LateroI 0 1 - 1. S Observations " Soil Cover Well 12" /� If > 5' .� A > Plan View and Cross Section of Wisconsin At -grade Unit with a Single Absorption Area on a Sloping Site Distribution Pipe Layout pzce of Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and 'holes. Extend the end of each lateral up with the use of long rum or 4S ° f tong to a point within sx inches of the final grade. Te. the ends of the late —als with a valve c p or threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug. FV - Lateral— nVC�T"" Lateral X x z x/ , - 2 " l x!Z x x I x x Lateral Length — Lateral Length — P OistdbOcn Line 0__ Fo2:.� R•t fr1 N P — 1 I Ft Hole Diameter Inch Lateral n 1 )I ZInch(es) X �. Inches - Z Inches Force Main u # of holes /pipe 3 b Invert Elevation of - Laterals - 7 -S Ft. 3�Xo_yl i�.�gxZ_ Zg.SZ GPI 1 Combination Sep- tic; and PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS ' PAGE 7 OF QD VCVJT CAP WEATHEK PROOF JUIJCTIOIJ 8OX ti C.Z. VEIJT PIPC APPROVE0 LOCK IMG 1 10 ' FROM DOOR, M�l)JHOLE COVER ;-JIV ,hUOOW OR FRESH wA(tIJ11JG LABEL, �sp�G1aJ PtPE� A�IUTIIKE coupulr W B 6 wr r ltd t Zz I • G rtpfoE I 18 MIU. UJLET i••�. PROVIDE i — • AIRTIGHT SEAL I Approved zt�8�� e I I Approved joint �b 00 I ( joint w/ I I PVC pip ALMA PVC pipe -I 1� 6 I I I I Ou C II CLEY. - U UFY I I PUMP - � — OFF D COWCKETE L 01•l_00 BLOLK 3" APPRo 5 . RISER EXIT PERMITTED OIJLy IF TAWK MAIJUFACTURF-R Hq5 SUCH APPROVAL S EDD:Nr. �8> =0+7 t Iv � SEPTIC F SPECIFICATIOUS DOSE TAWKS MAQUFACTURCR Cy�v C �� utJMBEA OF DOSES: 3 "a PER DA.. TA)JK SIZL: 1 � ©O -/ \1 �� GgLLOA!$ _ DOSE VOLUME r ALARM MA)JUFACTIJFLIZ: S .S _ S S� S�✓jS IAICLUDIIJG OACKFLOW: \ S 3 —s GAI.LONc MODEL ).]UMBER: — 0 CAPACITIES: A= Z 1 S8 �_3 • IIJCHCS OR GALLOys SWITCH T:JPC: — � ` a= Z i1JCHE5'OR 5i ' Z 4LLOIJS PUMP MANUFACTURER: _ GC)L L) C= 6 IUCHES OR 153 —� GALLOIJS MODEL NUMBF -k; D 1 Z IAiCHES OR 3 ��' O GAILO)J5 SWITCH TYPE: >��1ZL • lU -1, = 1 DOTE: PUMP AND ALARM ARE TO 5L MINIMUM DISCHARGE RATE ZQ•SZ GPM INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFERENCE DETWEEIJ PUMP OFF AUO- DI5TRIBUTIOIJ PIPE.. S -SO FEET f M IIJ IMUM METWORK SUPPLY PRESSURE , .. 6'50 FEET 1� 0xi• �\ -I- _L ; 1FEET OF FORCE MAIN Y, `'� 9 F jo FLFRICTIOLI FACTOR_ 2q FEET J TOTAL DYNAMIC. HEAD = 1 2 1 Q FEET As per manufacturer 25. 58 gal /in. Liquid depth Lj S ' = Goulds Submersible. .� Effluent Pump 38 71 EPO4 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • dry without damage to heat transfer. ■ Motor Cover. Thermo las- • Holmes systems components. Available for automatic and tic cover with integral handle • Farms Motor: manual operation. Automatic 'and float switch attachment • Heavy duty sump • EPO4 Single phase: 0.4 HP, models include Mechanical points. • Water transfer 115 230 V, Hz, 155 Float Switch assembled and ■ Power Cable: Severe duty • Dewatering RPM, , built in ovv erload with preset at the factory. rated oil and water resistant. automatic reset. ■Bearings: Upper and lower RP 115 V, 60 Hz, 1550 RPM, SPECIFICATIONS • EP05 Single phase: , FEATURES heavy duty ball bearing Pump: EPO4 built in overload with ■ EPO4 Impeller. Thermo- construction. • Solids handling capability: automatic reset plastic Semi -open design AGENCY LISTING 3 /4' maximum. • Power cord: 10 foot with pump out vanes for Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. SA• canadian Standards Association • Total heads: up to 24 feet. with three prong grounding EP05 Impeller: Thermo- `" • Discharge size: l' /i NPT. plug. Optional 20 foot plastic enclosed design for (GSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with improved performance. end in ` F' or AC' .) rotary/ceramic - stationary, three prong grounding plug BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) gontinuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 1o__ • Capable of running .,. `. dry without damage to s 30 components. Pump: EP05 e • Solids handling capability: c 25 3 /: maximum. w ' • Capacities: up to 60 GPM. 6 20 ! • Total heads: up to 31 feet • Discharge size: IIN NPT. z 5 • Mechanical seal: carbon- c 15 rotary/ceramic- stationary, BUNA -N elastomers. � � fP06 • Temperature: 3- 10 104 °F (40°C) continuous ! - 140 °F (60°C) intermittent. 2- z9 5 s l 1 0 0 o 10 20 30 40 50 G PM 0 2 4 6 8 10 12 M-/h CAPACITY ® 1995 Goulds Pumps, Inc. Errecave May, 1%5 8387 Wisconsin Department of Commerce SOIL EVALUATION REPORT 1 of 3 ivision of Safety and Buildings Page in accordance with Comm 85, mss. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County ST- • C� i X include, but not limited to: vertical and horizontal reference point (BM), direction andpLti percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. G Please print all information Reviewed by Date Personal information you provide may be used for secondary purposes (Pd (1) (m)). Property Owner T`'1 I PI PEl2�lCS - a' ! Prope Location SE, —WI SW -h1k, i°1rv�j f�-�p� -yam C-0 . NC 1/4 SE 1/4 S 33 T Z� N R ! �j E (or 1l Prope. t t�wneris Mailing Address 1 2 2 of # Block # Subd. Name or CSM# SSS M►Mz`RIv t�FL �zih,G 2 k* M City State Zip Code Pho Ci Village Town Nearest Road `jOVItiJG O� II�ISOZ (3� ❑ (� 1� 11°C�Z�Z.� I S7rM (� New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate S r3 S GPD ❑ Replacement Public or commercial - Describe: F-1 C -:b J ue- Parent material Flood Plain elevation if applicable N I and recommendations: S ,ta t� til ft. General comments �.,` G ��� / 10'K- L ,'1 b l S1tiZ L l3 V �1(t1J L° (,. l �A-1- �Orv`T'OvZ Lt, Ct`� -t� r 9.1. S a Boring # ❑ Boring pit Ground surface elev. 8 • Z ft. Depth to limiting factorri. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 0-10 to�, �?- z ti — S i g s bk Vn-Y R- r--LA- v) ZS 1p't It — s, 3 'Ps bk yn`Fl aj-- 3 ZS 3 L -- ].S -f 3 IV 42 - yn`P►- C L K-) — \4 . b 3 SY 291 v 0- 1 0 M v'P� S Sq -6L S L-1 1231 V 0 - wl.� � • 3 • s Boring # ❑ Boring r 1 :Y pit Ground surface elev. OL S S ft. Depth to limiting factor 6 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 D--b 1p-I tZ31 — I • S , `d Z g_ZZ W\-IrLVl� — sicl 3'Fsb� vn`Pt c� tv� •L1 3 ZZ._q - i's K2.319 � sl 1�sbk h1v ��.� — - q . L �1u -6L I. SKIZ3L - g lA3 e 101 h1V`Ph C>ti — ,q S 66 - rzv Li t�S18 scl aM h1`F; .p .O •Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Sign re CST Number Arthur L. Wegerer Mt. oz --Z/ 220254 Address W e g e r e r Soil Testing & , Design Service Date Evaluation Conducted Telephone Number 421 N. Bain St. River rails, VI 54022 715 -425 -0165 Property Owner ��� c0 . Parcel ID # Page 2 - of ❑ 3 Boring # ❑ Boring ❑ Pit Ground surface elev. C 1 � ft. Depth to limiting factor S 3 in. —�G Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 o -8 -1 IZ '3 1 1 - S l Z'�- sb12 MTV cj'v t� Z -z.- n'tw 3lG - si I O-LAJ Z� 3$ �.S s I \, VA V14- kt j — • .� 38 s - 7S'rz319' - sl_ls 1aSbk vn\RI'- S 5 3 Z9' S Il 2 31 Z SLi R. S l8 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 'Eff#2 F-1 Boring # ❑ Boring El Pit Ground surface elev, ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 •Eff#2 ' Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg /L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608- 264 -8777. SBD -6330 (R.6/00) PLOT PLAN I Pa 3 of =60 J � U Z e� m tt Z — as ism JL i i I i C3N1 !4 - �-• 600.�� Oril ► -�PCtL .ZZ IQV� G►? -UUh1� 1Ni^31ZE3 • 0 r a _ _ u. �tup_ \IQVLi> IN CS lV \3 E R'T T 1S ` F�►"1 iPif�- 61 . - - L�� 2— )� .�pZ ( ?)S) yzs` 0165 2. zoZ5i� CST Signature Date Signed Telephone No. CST # OCT-OCT. 17. 2002 32 AM CEDAR CORPORATION Ta:71s235'2-rN0. 9403 P. 2 UC 1. 1 I, IOV L 1; J AM LOAN wg v I tun iru, 7p) F. L IT CROM COUN . b"13MC TAM M illsIM (M AND OWNWEV CBRTEncxTxON FORM ownmm u J� • S• A(-- C Om ASV / 2qL-oA , -j F44m, (L y © � � WO j � t+r P Mailing Address _ ASS AA Lk L ( ON S W� 0,q VySOZ Property Addy® -!%4. t (Vedfiawon ngokw Ann rlWWm Depasm ent for now City/S 210 dpk& -, Pared IdcatWc Mon Number �0 '� 0 UWAt._D&gCR�'1TON Pmpally Location S r V4, K Sec. 53 T 3.1.N - RLS W, 'ToWn of (AZ^9 CAI - Subdivision �-o� I,ot # Certified Sutvtey Map # (03 olume lep .Page # Y 3 O 3 Warranty Deed # i!� Q "7 (� (o . Vol»e ! j � _ Page # _ 5 Y Spec house 0 yes 11 no Lot liars idmd5sble ® yes 0 so hopmper me and maiummmm of ymaepdo systsm could mlem as psematuts Slttae W u mmuewas m Ptopeeamtaomm aoasisU otpumpirlg out the septic tank wmy gum yeiass or soosm, if needed by a bemused pumps What you put into the qd m an meet So homioa of the sepda tank as a tsaatmam tw p in *a wasm disposal gmtem lu papaw oWW &Sm& to aebmit to St Cmc 7•aobg Deparanca a caLft edos form. sliced by dw owner and by s • �P��o�y�P�rabiesodpl® berets! laemedptra�a yi�that( t) tlreats�Eswa :tere►att:dtap�aaal is in paper opecatiog c=Adm and/or (7) a9Kr impscaog sad pumping (if nommory), the septic tmm is Im thus 113 full of sludge, Vlm the uc4mT4md Gave read tiro above i is sad agpec (,� t.,::�tam the pt r.� :ewagc di anal sY.•'tem eiitb mss a0mdsrds as 6octf; lrm+alq v set tap me Dcpart::tcat of Cotttmeroe and the Dopasmloat at Natlmat Resotrteoa, State of Wisconsin. Cwdgk advo aL ft brat your septic system bas bees maim med =a be comQ feted and rotund to o the St Cmk Caanty 7ming Olfia midds 30 days of the thine yet Sadao date: . oY n'1VRE OF APPUCANT _ -zA 7e � •�•/ DATE QWNRR CIORTTF[CAITON I (are) certify that all s a masts on this route ma true m an last of a w (sue) lmowledga I (we) am (ace) des ow%c*) of the propany de='bcd above, by vbtue of a mammy dood retarded is Rcgistet of peels Otfite. ZUALr OF APPI.ICUIT J, OX ;4;, .� •+ DA'IB MY mmation that is rain mpseseatedm w result is do =nWry permit bang imoked by to Zoai% Depa mmat •••••• la " lachWe vl* tots appuea"m a stamped watr=W deed him the Rc&uw or Deeds office a tom► of *c comMed surw.y msp If sofa com ie malt is Ibt: watzly dad N LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF WARREN COMPUTER NUMBER 042 - 1092 -60 -100 Parcel Number 33.29.18.511A OWNER NAME: First Last ZOLDAN FAMILY OHIO PROPERTY -- Street Name -- Type SD Apartment 638 STAR LA SECTION 33 T 0 NE' /440 SE Line Description Line Description TOTAL ACREAGE 3.370 PLAT CSM 16/4303 042/02 LOT01 BLK 01 SEC 33 T29N R18W PT SE NE 15 02 BEING CSM 16� /4303 LOT 1 16 03 3 .37 — EZ -U- 1377/391 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF WARREN COMPUTER NUMBER 042 - 1092 -60 -225 Parcel Number 33.29.18.511B -10 OWNER NAME: First Last ZOLDAN FAMILY OHIO PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment 637 STAR LA SECTION 33 TOWN 29N RANGE 18W %160 SE 1 /440 NE Line Description Line Description TOTAL ACREAGE 1.600 PLAT CSM 16/4303 042/02 LOTOL 1 BLK 01 SEC 33 T29N R18W PT SE NE 15 02 BEING CSM 16/4303 OUTLOT 1 16 03 1.600AC EZ -U- 1377/391 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 171- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF WARREN COMPUTER NUMBER 042 - 1094 -20 -300 Parcel Number 33.29.18.520D OWNER NAME: Fir IRED NUMBE Last T PROPERTIES INC PROPERTY ADDR Hse PD -- Street Name -- Type Apartment SECTION 33 TOWN 29N RANGE 18W '/4160 1 /440 Line Description Line Description TOTAL ACREAGE 2.560 PLAT LOT BLK 01 SEC 33 T29N R18W PT NE SE 15 02 BEING LOT 1 OF CSM 10/2854 16 03 236 - ACRES EZ -U- 1377/391 17 04 PT STAR LANE TO TMI 18 05 19 06 20 07 21 21 0 L,O `t r' WO-)9P-71 E. 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit Ir 195 P 537 WARRANTY DEED 6676-'+2 r" !I REGISTER OF DEEDS ST. CROIX CO., NI This Deed, made between, RECEIVED FOR RECORD 08- 21-2002 11:55 A" TMI PROPERTIES. INC. A E %ENPT # NI'UCKY CORP0jaTI0—N WARRANTY DEED Grantor and, REC FEE: li. 00 ZOLDAN FAMILY OHIO LIMITED PARTNERSHIP, TRANS FEE: 606.00 AN OHIO LIMITED PARTNERSHIP COPY r F p E p E q : p F THIS SPAC�E6FOR RE�OfrD NG 17;4rA CrrFllltC'P NAME ANn RFTURN ADDRESS WITNESSETH, That the said Grantor(s), for a valuable consideration Conveys to Grantee(s) the following described real estate in ST CROIX County, State of ��� O-L _ Wisconsin: " 042 -1094 -20300 PARCEL IDENTIFICATION NUMBER Part of SW 1/4 of NW 1/4 of Section 34 and Part of SE 1/4 of NE 1/4 and Part of NE 1/4 of SE 1/4 of Section 33, Twonship 29 North, Range 18 West, St. Croix County, Wisconsin described as follows: Lot 1 and Outlot 1 of Certified Survey Map filed May 29, 2002 in Vol. 16, Page 4303, Doc. No. 680247. This is NOT homestead property. l ogether with all and singular the hereditsments and appurtenances thereunto belonging; And above named grantors warrant that the title is good, indefeasible in fee simple and free and clear of encumbrances trt exe y easements, r rctions and reservations of record, municipal and zoning ordinances, ar}d "will arrant attd d d same. i ed: 2 c (SEAL csr:At t r'A+ ROPE INC. (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Sgnaturc(5) authcnticTied' State of ) ) SS. County. ) FITLF: MEMBER ST.ATF BAR oe WISCONSIN Personally came before nit: on 6//R 2002 the above named m be to be the persott(s who executed the THIS tNSTRUMFNT WAS ORAFTEDBY for fIl t t � NrN ged I satle. Ri 'er Valley Abstract y Hudson, Wi 54016 r`'''�F, t c ✓tom z or Notary Public, C My conlmissior5s Vdif t; st e-p.,atiow date VV 0 E AT 1 P lob -) 111111 �L\04 d Gb;� OCT, 22, 2002 2;44PMf�,�gCEDAR CORPORATION*ZZV NO. 9589 P. 1 Post -it' Fax Note 7671 Date " W �� ZS MJ Froze 7UJ?f�( �� 6 8 0 2 4 7 VOL 16 pAyg 4303 Ph one +► Ph°"° "j Z/S KATHLH3 N H. VALSO REGISTER OF DEEDS F ax r &f AEAt F e ST. CROIX Co., YI NUIVQD FOR RECORD Certified Survey Map No. 03 s, Page 4�• �s - 1@t2§ ,A Volume RMilO A PART OF THE SOUTHWEST 1 /4 OF THE NORTHWEST 1/4 OF SECTION COPY F F E: 15. N 34 AND THE SOUTHEAST 114 OF THE NORTHEAST 1/4 OF SECTION 33, COPSE: PAG6Sr 3 AND ALSO THE NORTHEAST 1/4 dF THE SOUTHEAST 1/4 OF SECTION 33, TOWNSHIP 29 NORTH, RANGE I WEST. TOWN OF WARREN, ST. CROIX CO. loll BEING ALL OF LOT 10F CERTIFIED SURVEY MAP RECORDED IN VOL. 10. PAGE 2111%. APP W 1/4 Car. ST. CROIX COUNT1l P Sec 33, T29N - R18W PREPARED FOR ti nningZonina and r�rksCommiltee I3er` en Alum. Mont. Robed Holdsworth MAY 2 9 2002 TMI Properties Inc. S 622 Star lane Ir na teaotoed w�In 3 0 Da ys of fDWe nth/ ' T�Fl Roberts Wisconsin. 54023 tapprova dim approvelshallbe nun end void MO f �rjO l � i p I r t3' to state a parcels d county laws, rules a subject regulations 7 (i.e. wetlands. lot size, access to parcel, Etc.) i -�.r `'3 before purchasing or developing any parcel contact Y �'S►'1��8y the St. Croix County Zoning Office for advise. �" R r LEGEND 4_.-Government Corner Has noted) Ia r o = _ '� � � 0-.,....Set 3/4" x 24" O.D.rebAr weighln 1.502 lbs. /lineal ft. m a j ad +� `rJ�� • 1" O.D.Found iron pipe I _ ' �.. °.—...—Septic Vent ' A. 241.x' IC - - - - - - - - - - - - -- S001 3'05 "W East line of lot 1 CSH 1 ,�. `, 'A SCALE: 1" = 200' Vol. 10, P.204 -* 17.36' E 11 Car. I `. Sec 33, T29N - R18W I \ ��` 0' 200' v q Reset from previous surveys 1 t Set 3/4" Reba r I j ;, , ' ;/ 100, v CL 9.99' ; La N c soc13' rq N ' 0 / $SS$gg$g S� Wm O L h a / ii �i w a i u =+ v w !+� ° i° $, �� r .>Yj. / centerline of the a 3 iti R #o 5 u ° East bound lane 1 - 94 S line neof Section 34e t h e East 1 which assumed to P!0 T g r ! �' bear N89 i uA 4 ' Lit Q rn I C /' y � ��,• e Note. OUTLOT 1 is non - buildable because of $ area grater than 20X with a net buildable m ` area of less than 1 acre. Also the Lot area is • r T •' less than Township Zoning allows. (� i 7 I CL � / II"ioml�io8� ;= ' � . ti� PErMJ. ,lie CL I ' / 1� ft%NFWWM S 62M _ 1 lop �° )' lades c to E 1/4 Cor, This instrument drafted by PJG Sec 34, T29N - R18W Cedar Corporation ties p er Found P.K. nail m � S � P 604 Wilson Avenue Menomonie, Wi. $751 Page of Vol. 16 Page 4303 OCT. 22, 2002 2:50PM CEDAR CORPORATION N0, 9589 P. 2 Certified Survey Map No 4303 Volume 16 . Page 4303 BEING A PART OF THE SOUTHWEST 14 OF THE NORTHWEST 1/& OF SECTION 34 AND THE SOUTHEAST U4 OF THE NORTHEAST 1/4 OF SECTION 33. AND ALSO THE NORTHEAST 1/4 OF THE SOUTHEAST 114 OF SECTION 33. TOWNSHIP 29 NORTH, RANGE I0 WEST, TOWN OF WARREN, ST. CROIX CO_ WI. UL 40 ALL OF LOT 1 OF CERTIFIED SURVEY MAP RECORDED W VOL. 10. PAGE 211154. SURVEYOR'S CERTIFICATE I, Peter J. Gartmann, Registered Wisconsin Land Surveyor, hereby certify that 1 have surveyed, divided, and mapped a parcel of land being a part of the Southwest 1/4 of the Northwest 1/4 of Section 34 and the Southeast 1/4 of the Northeast 1/4 and the Northeast 1/4 of the Southeast 1/4 of Section 33, Township 29 North - Range 18 West. Town of Warren, St. Croix County, Wisconsin, also being all of Lot 1 Certified Survey Map recorded in Volume 10, Page 2854, and more particularly described as follows; Commencing at the East 1/4 corner of said Section 33, with said point of commencement also being the point of beginning of this description; Thence S00'13'05 "W along the east line of Lot 1 Certified Survey Map recorded in Volume 10, Page 2854 a distance of 290.95 feet; thence N86 0 49'41 "W along the south line of said Lot 1 a distance of 483.23 feet to the East Right -of -way of State Trunk Highway "65 "; thence N17'07'30 "E along said right -of -way a distance of 45413 feet to the Southerly Right -of -way of Interstate Highway "94 thence N56'32'51 "E along said southerly right -of -way a distance of 573.24 feet; thence continuing along said southerly right -of -way S86'20'33 - E a distance of 324.44 feet; thence continuing along said Southerly right -of -way S54'36'03"E a distance of 671.84 feet; thence continuing along said Southerly right-of-way S47 °18'19 "E a distance of 107.86 feet to the East - West 1/4 Section line of Section 34; thence S89 along said East -West 1/4 line a distance of 1079.10 feet to the point of beginning. Said described parcel contains 588.246 square feet, more or less, or 13.50 acres. That I have made such survey, land division, and map at the direction of Mr. Robert Holdsworth, 622 Star Lane, Roberts, Wisconsin, 54023. That such map is a correct representation of the exterior boundaries of the land surveyed, and the subdivision thereof made. That I have fully complied with the provisions of Chapter 236.34 of the Wisconsin Statutes, Chapter AE 7 of the Wisconsin Administrative Code, and the subdivision regulations of St. Croix County, in surveying, dividing, and mapping the same, Said surve ect to easements of record, and as shown. 41 Dated this day of ,1002. >} PEI J. GARTMANN j5t VA S2M fil3tU4PP Peter J. GarfffA R.L.S. 2179 �l URN NOTES: As owner I hereby restrict all lots and blocks so that no owner, possessor, user, licensee or other person may have any right vehicular ingress from or egress to any highway lying within the right -of -way of S.T.H. 65, as shown on the land division map; it is expressly intended that this restriction constitute a restriction for the benefit, of the public as provided in s.236.293. Stats., and shall be enforceable by the department or its assigns. No improvements or structures are allowed between the right -of -way line and the highway setback line. Improvements and structures include, but are not limited to, signs, parking areas, driveways, wells, septic systems, drainage facilities, buildings and retaining walls. It is expressly intended that this restriction is for the benefit of the public as provided in section 236.293. Wisconsin Statutes, and shall be enforceable by the Wisconsin Department of Transportation or its assigns. Contact the Wisconsin Department of Transportation for more information. The phone number may be obtained by contacting the County Highway Department. The lots of this land division may experience noise at levels exceeding the levels in s. Trans 405.04, Table 1. These levels are based on federal standards: 0wnyFpf4&Vk6ts are responsible for abating noise sufficient to protect these lots. sr,MOIX WUNTY phMing Zmha and Poft commutes Cedar Corporation 60 MAY 2 9 2002 Page!-of G Wilson Avenue Menomonie. Wi. 51-751 Vol .16 Page 4303 Of not Meo+s1141 wrMm 3U asy s of