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CROIX CO., VI RECEIVED FOR RECORD m v z m (A x N o QCC 04/19/2085 lO:NAM j x m p 7O *a C T ► ■ N c) CERTIFIED SURVEY MAP p 0• R R ' < Z REC FEE: 13.00 TT A n m COPY FEE: 3.00 X w rq PAGES: 2 O u~ ° ~a O O ~C m Cmo cn > m p m --4 CD -n to ~p O O g 9Z Zo v m ~ n z z m m m r. c I r o m T m 0 m 33 C9 ° ~cn -n r m 8 O o 0 m o z j = BEARINGS ARE REFERENCED TO THE ST. v Z 1 z CROIX COUNTY GPS NETWORK I rn c~ m C Z n~ Mf1v]PdGI u u IUD C~G1Gv.]D~ I m -1 R m 00 N00022'21 %V 272 C 0 m o 0 Z cn' ~n_ Ins I~ v o . , $c~ I~ I~ o n o C 0 m "/01 10) cn I I~ y oZ I~io m I =~m mN ccn z I~ ICJ o °!~n v9 v m Z - CSI o m fm ~ < A~~ I U o,~, Z 7m0w 0 c/)cn~ oo~ < co ir" X m~Z po ~ ~ 0 i v mm- r.. m g z A umi vmi _ W iu C mom 3 _m n o00 I~ 11 03mmco m Z E a I -Z I@f p -4 FA C, 0 Ica 3A so D WD 19 C 1o0' I 0 Q) Z ~ m Z m m 66 1 F2) r z I W 0) m . . . . . . . . . . . 1 j I 0 cn m m m ► O m to 23 to n m ~ma oZ Zi Zzm Z m N01 °02'07"E 241.18' z Z a D 66.12' 175.08' rn 8 8 I EAST LINE OF THE SE 1/4 all -tzz ~Solo7"W 2010.06 CD 601 °02'07' W 239.61' So1°o2b7"W 396.86 ~ C.T.H. 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CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 04/19/2005 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - EDWARDS, ROBERT F ROBERT F EDWARDS 1440 9TH AVE BALDWIN WI 54002 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description 2395 54TH AVE SC 0231 SCH D BALDWIN-WDVILLE SP 1700 WITC Legal Description: Acres: 4.020 Plat: 4971-CSM 19-4971 008-2005 SEC 4 T28N R16W PT NE SE PT CSM 17-4593 Block/Condo Bldg: LOT 01 LOT 1 (4.03 AC) FKA CSM 19-4891 LOT 1 (4.02 AC) BEING CSM 19-4971 LOT 1 (4.02 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) AC) 04-28N-16W NE SE Notes: Parcel History: Date Doc # Vol/Page Type 04/19/2005 792622 19/4971 CSM 12/29/2004 783725 2723/199 WD 12/16/2004 782704 19/4891 CSM 08/27/2003 737586 17/4593 CSM more... 2011 SUMMARY Bill Fair Market Value: Assessed with: 165915 Use Value Assessment Valuations: Last Changed: 10/07/2008 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 4.020 700 0 700 NO Totals for 2011: General Property 4.020 700 0 700 Woodland 0.000 0 0 Totals for 2010: General Property 4.020 700 0 700 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 00'0 00'0 00'0 18301 seBje4a 3uenbu11ea soBje40 IeloadS s3uewssessV IeloadS 3unowV tio6a3ea epoa IeloadS .iesn :slehadS waOad 40388 600Z/a/170 :a3ea uo13ea1313aao 0 :3uno0 wlel0 ;}lpa lo /(.ia}pi 0 0 000'0 puelpooM 0017 0 0017 Moll A3aadoad IeJ8u99 :1700Z ao; slepl ON 0017 0 0017 0£0'17 t70 idwlln0Ri0`d uoseaa 93e3S Ie3o1 anoidwl pue-I saaoV ssela uo13dposaa 170OZ/9 WO :paBueya 3se-1 : suogen len 3uawssessV onleA ash :431M pessessV :enlen WPM ale3 1118 ANvwWn$ foOOZ I-Z3 98Z/09£Z 176Z9£L MOW U90 WSo £69171L 6 989L£L £OOZ/LZ180 edA1 aBed/Ion # ooa 93ea :iGo3sIH Iaoaed :sOWN 3S 3N M96-N8Z1170 (17/6 096 17/6 017 hub-uMl-39S) :(s)3oea1 6101 E6WE! W 4b 60lOl :BPIB opuoaPloole £0117) 3S 3N 17/£S 30ld M9PJ N9Zl 1703S £0-800 ~J~£69t-L6 WSO-17LL6 leld 0£0'17 majoV mo13dposaa IeBe~ J ~ ] 011M OOL6 dS -5` MJV 311InaOOM-NIMCI-M 6£ZO OS uol3dposea # 3s!a edA.L tiewud . :(so ssajppV A4jedoJd lepedS = dS 10040S = OS :sm isla 960175 IM NOSanH as AON38 LL8 H138t/ZIl3'81~Ifl>i 'N3SN31S12iH0 N3SN31SNHO H13SVZ113 v i1 :j m . aaumo 4uajm0 :(s)iaumo :ssaappV xe1 0 00 smUf3;o # edA13lwaad # 3!wa8d # uo13eo1lddV eaaV sales # deW a3ea Ieolao;slH a3ea u0l3eaJ3 NISN00SIM ',UNf100 XI02i0 as ❑X 3uaaana Mib'0 nV3 30 NMOl - 800 OZ-869'WK'17 I001ed lIV 4 d0 6 30Vd Wd 9£:170 VOOZ4 M ~ 090-08- 4 40 x-800 IGDJBd SAFETY AND BUILDINGS DIVISION commerce.wi.gov Integrated Services Bureau 13 East Spruce Street ■ Chippewa Falls, WI 54729 isconsin INSPECTION REPORT www.commerce.state.wi.us/sb (715) 726-2544 Department of Commerce Date of Inspection: April 12, 2004 Plumber Name and Address: Project Name: s Use: Residential, New 3-4 Bedroom Home, S 17 Legal Description: NE-SE-4-28-16W Site Number: 67056 Certified Soil Tester Name and Address: Subdivision: Proposed CSM Lot 1 q Eli M. Gottfried, CST 221981 Municipality: Town of Eau Galle / o v PO Box 1645 County: St. Croix 1k Eau Claire WI 54702-1645 Plan Transaction Number: 967078 Owner Name and Address: Sanitary Permit Number: NA Kurt and Elizabeth Christensen 877 Benoy Road Wastewater Flow: 450 gpd Hudson WI 54016 Persons Present: No one (715) 386-6340 An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and/or subsoil. In-situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. A typical soil profile could be described as follows: CST B-1 00-04" 10YR 313 sil, 1 m-csbk, mfr, aw. 04-07" 10YR 3/3 sil, 1m-csbk, mfr, aw, with flf 10YR 4/6 rmfs. 07-14" 10YR 4/3 sil, 1 msbk, mfr, cw, with f3f 7.5YR 5/2 and 4/4 rmfs. 14-20" 7.5YR 4/4 sl, 1 csbk mvfr, cw w/ f3f 5YR 4/6 and 4/3 rmfs. 20-25" 5YR 4/4 scl, 2msbk, mfr, with c3d 7.5YR 5/6 & 5/3 Fe rmfs, and f2d 7.5YR 2/1 Mn concentrations. CST B-3 • No redox concentrations were observed in the A horizon of B-3. • Redox concentrations and depletions in the silt loam subsoil appeared to be influenced most by the irregular boundary conditions between the silt loam and sandy loam (see fig. 1). Pockets of finer textured material (sil) is surrounded on three sides by coarser (sl) materials, and this discontinuity may account for a tension saturated condition that has greater reducing potential. Faint iron concentrations observed in the lower part of the A horizon need to be a topic of discussion. Considering the absence of significant redox concentrations and depletions in the subsoil and the landscape position, it doesn't follow that the A horizon would be saturated long enough to form Fe concentrations. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation, the linear loading rate should not exceed 4.5 gpd/ft and the basal wastewater application rated should not exceed 0.3 gpd/ftz. The additional basal area will partially compensate for the moderate land slope and prevent wastewater leakage at the mound toe. At least 30 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest Page 2 of 2 April 12, 2004 Christensen Property portion of the mound must be orientated along the contour. The mound shall be constructed with an up slope toe design to divert surface water around the mound structure as much as possible. If there are any questions regarding this report, please contact me. Leroy G. nsky, W ewater S ialist Ljansky ommerce.state.wi.us E-mail 715/726-2544 Voice 715/726-2549 Fax 715/828-5902 Cell cc: NCounty ❑ Plumber ❑x CST ❑ Owner ❑ Other Figure I sil Ap Of rmfs c2d Of rmfs sil c2d E rmfs slf s 2Bt f3f rmfs l Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page Of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code f Attach complete site plan on paper not less than 8 '/2 x 11 inches in size. Plan must include, but County St. Croix not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to the nearest road. Parcel ID # a~~-Ior~- APPLICANT INFORMATION - Please print all information Rev' By: Date: Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(lxm)). =C Property owner: Property location " Kurt and Elizabeth Christensen Gov't lot: NE 1/4 SE 1/4 S04 T 28 N, R16 E (or) FKI Property owner's mailing address: Lot # Block # subd. Name r CSM# 877 Benoy Road NA NA City / State / Zip Code Phone number: city Village -own Nearest Road Hudson / Wisconsin /54016 715-386-6340 Eau Galle CTH B 7 fV 1" ® New Construction Use ❑ Residential/Number of bedrooms Unknown Addition to existing building: NA ❑ Replacement ❑ Public or commercial - describe Code Design Flow Rate: Unknown - must be appropriate size for the contour and soil restrictions Parent Material: Glacial Till - ground moraine General Comments and Recommendations: Soils are somewhat poorly drained glossoboralfs underlain by clay loam. Redox features are the result of perching above the dense clay loam layer. A long narrow mound SAS is recommended for this site with 2.50 foot of sand fill. ON-SITE REQUESTED DUE TO THE PRESENCE OF REDOX FEATURES AT SHALLOW DEPTH. This is an A+0 site. Aeration pretreatment strongly recommended. SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FT' Pit 1 Eff# I Eff#2 Ap 0-6 1 OYR 3/2 NA sit lmsbk mfr aw 2f 0.2 0.3 Ground E 6- 12 10YR 4/2 ftd 7.5YR 5/8 sil Impl vmfr aw if 0.2 0.3 Elev (ft.) 100.42 Bt 12-15 1 OYR 4/4 m2p 7.5YR 5/8 Sid l fsbk vmfi as NA 0.2 0.3 Depth to C 15-18 5YR 4/4 m3p 7.5YR 5/8 cl massive vmfr NA NA NA NA limiting factor- in. 0 Remarks: Evaluated 22 September 2003; C - v dense Boring # Ap 0-7 l OYR 3/2 NA sit 1 msbk mfr aw 2f 0.2 0.3 Pn 2 Btl 7-11 1OYR 3/4 fld 7.5YR 5/8 sil w c lmsbk mfr aw if 0.2 0.3 Bt2 11-13 IOYR 4/3 m2p 7.5YR 5/8 Sid Ifsbk vmfi as NA 0.2 0.3 Ground Elev (ft.) 2C1 13-16 1OYR 5/3 m2d 7.5YR 5/8 scl Ifsbk vmfi as NA 0.2 0.3 98.70 2C2 16-26 SYR 4/4 map 7.5YR 5/8 gr scl massive vmfr NA NA NA NA Depth to limiting factor- in. f 9 670 0 Evaluated 21 April 2004; Bt2, Cl - very dense; C2 -with 5% gravel i CST Name: Eli M. Gottfried, Gottfried Environmental Signature: -Z-o_ Tel. No. 715-833-1400 Address: 124-1/2 Graham Ave. Eau Claire, W1. 54701 Date: 22 Sep 03; 21 April 04 CST # 221981 . SOIL DESCRIPTION REPORT Vro ertowner . Christensen Parcel ID# Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FTZ Pit 3 UPI Eff#2 Ap 0-9 l OYR 3/2 NA A ] msbk mfr aw 2f 0.2 0.3 Ground Btl 9-12 10YR 3/4 fld 7.5YR 5/8 sil w c lmsbk mfr aw if 0.2 0.3 Elev (ft.) 99.08 131:2 12-15 IOYR 4/3 m2p 7.5YR 5/8 sicl 1 fsbk vmfr as NA 0.2 0.3 Depth to 2Cl 15-22 1OYR 5/3 m2d 7.5YR 5/8 scl ]fsbk vmfr as NA 0.2 0.3 limiting factor- in. 2C2 22-29 5YR 4/4 map 7.5YR 5/8 gr scl massive vmfr NA NA NA NA 0 Remarks: 21 April 2004; C1, C2 - high and low chroma redox; v. dense. Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FT2 B 1 UPI Eff#2 Ap 0-5 1 OYR 3/2 NA sil Ground E 5-11 1OYR 4/2 fld 7.5YR 5/8 sil Elev (ft.) 101.02' Bt 11-16 l OYR 4/4 m2p 7.5YR 5/8 Sid Depth to C 16-18 5YR 4/4 m3p 7.5YR 5/8 c1 limiting factor- in. 0 Remarks: 22 Sep 2003: hand boring Boring # Ap 0-8 l OYR 3/2 NA A B 2 Btl 8-11 l OYR 3/4 fld 7.5YR 5/8 sil w c Ground Bt2 11-15 IOYR 4/3 m2p 7.5YR 5/8 sicl Elev (ft.) 98.08 2C1 15-19 1OYR 5/3 m2d 7.5YR 5/8 SO Depth to 2C2 19-28 5YR 4/4 m3p 7.5YR 5/8 gr scl limiting factor- in. 0 Remarks: 21 April 2004; hand boring Boring # Ap 0-8 10YR 3/2 NA A B 3 Btl 8-12 10YR 3/4 fld 7.5YR 5/8 sil w c W 12-19 IOYR 4/3 m2p 7.5YR 5/8 Sid Ground Elev (ft.) 2C] 19-24 1 OYR 5/3 m2d 7.5YR 5/8 SO 98.76 2C2 22-25 5YR 4/4 m3p 7.5YR 5/8 gr scl Depth to limiting factor- in. 0 Remarks: 21 April 2004; hand boring c o =3 Q. 0 0 _ m _ Q m ss •J•~no c o _ 0 0 y fig- aas Q- - - - o o i \ c n 'Cu mw I o ' I I ~ ,O O/ czi O o0 o / 4 / I ,rn / po \ \ c CY) C~ iV M / /0 / O I ~ 4 O _ O C , , m a N / / / (L) cC) U i~> -O o \ ~ o LO O a~ N00 LU o>'~ CCD-) -0 C) c C6/ Cw ca t3) (D oOD cocnN0 cm CO cn/ , :3 Yez E c`oo=i O / O O ~ O = II N I- ca O ~ L Z CO ca 0 can C4 co 4 PD > Q ~ O1 0 o Y 110 o a; ~ C7 0 C7 W W U cm 1 J u ~ ~d 1 ± f! ~rrr t r i y.. ~ ~ ~i r H"JU 7 20041 „T. ZONING OFFICE I N OWNERS KURT 8 ELIZABETH CHRISTENSEN 877 BENOY DRIVE HUDSON, WI 54016 SURVEYOR i 1 / ' ' NORTHLAND SURVEYING, INC. P.O. BOX 14 ~ \ ♦11 ROBERTS, WI 54023 I II I . ~.[a0. 11 1 1 1 I I 1 ~ / ~ ' I I 1 1 n,~., uka 11-11 / / N~ ®6-198 4t1~ / 11~ 11 / / f 1 AM .N. I r ♦II~ 6(44 9 6.f3i.DA. won.. 94 P®. 3"9 I / ! ! / ' _ \ i ~y ` ` \ 11 I!I (l 11t ` j I PF"O S,9D/P -f - , ` \ \ \ ♦ ' ! , ' i ~s' ` ` \ 1 1 4.0 ARkS X1220-, \ ` '~i j ♦ \r11J 1/I i' i ' \ ` \ \ 111 /1` OT 2 O . \ , \ . ♦ ♦ ~11 11`[11 . F' -,x30---' - \ \1 \ ` - )---ACRES- OF C40POSED OSEDpL~4'_, `I T I -0~ PIPS I I 1 I / 1 1 ,dl I I I 3q.ETl9 11 i j I i j i i i 1 1y1 1 1 I 1 I I 1 1 1 I I j i i l III I. 1 I I 1 I I I I I I I / II _ I I I I 1 I I 1 I I 1 1 1 i ; I 1 I I I It I I 1 j I 1 I I~~ I~ I I I IIU IIj11I Parcel 008-1011-80-100 o2io5/2oo8 03:28 PAGE 10F 1 Alt. Parcel 04.28.16.61 B-30 008 - TOWN OF EAU GALLE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 04/19/2005 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - EDWARDS, ROBERT F ROBERT F EDWARDS 1440 9TH AVE BALDWIN WI 54002 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description " 2395 54TH AVE SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 4.020 Plat: 4971-CSM 19-4971 008-05 SEC 4 T28N R16W PT NE SE PT Q$M'-11r-4593 Block/Condo Bldg: LOT 01 LOT 1 ~ 0.3 A)C) FKA CSM 19-4891 LOT 1 (4.02 AC) BEING CSM' 9.49?1,ir0T1-(4.02 t Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) AC) 04-28N-16W NE SE Notes: Parcel History: Date Doc # Vol/Page Type 04/19/2005 792622 19/4971 CSM 12/29/2004 783725 2723/199 WD 12/16/2004 782704 19/4891 CSM 08/27/2003 737586 17/4593 CSM more... 2008 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 07/06/2006 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 4.020 500 0 500 NO Totals for 2008: General Property 4.020 500 0 500 Woodland 0.000 0 0 Totals for 2007: General Property 4.020 500 0 500 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 0 737586 FM Q 2004 VOL 17 PAGE 4593 KATALEEA H. REGISTER OF DEEDS ST. CROIX CUUXTY ST. CROIX CO. MI SUR11yoll S RECGPD RECEIVED FOR ~?BCORD 08/27/2003 08sA0AM CERTIFIED SURVEY MAP REEF COPY Fpi;~P PAGES 'ST &ROIX COIJ Planntrw y.;m' a AUG 2 6 2003 30 aaYs Ot 0 w 1u1m ~ocae CERTIFIED SURVEY Mn "n~^~~'s,,a„be LOCATED IN PART OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 4, TOWNSHIP 28 NORTH, RANCE 16 WEST, TOWN OF EAU CALLE, ST. CROIX COUNTY. WISCONSIN. EAST QUARTER SCALE: 1' . 150' CORNER SECTION 4 \ FOUND 2" IRON PIPE 0 37s 75 150 UNPLATTED LANDS d~01 d S 86'56'22" E 689.57' III 0 656,55' rt~i I iM I rip N 0 ?1~- LOT 1 I 33.02' I ci \ to 3 e ~ I 3 I c~v vWi ~ o p l = INCLUDING ROW I 3 I i N 2 175475 S.F. 4.03 Ac. 1I'/ ` I N N O ~ iA ~ p [ tXCLUDINC ROW I u Q ( z_ N a C 167545 S.F. a wtigph 3.85 Ac. a i 33.00 In l Q o 0- pip, 0 49.50' I W Vf N 89'40'06" W 682.50' 33' 3J' ROGER LYNN UNPLATTED LANDS NUMPHIMI 8-2188 N SOUTHEAST CORNER VIiOOQVN.I.E SECTION 4 FOUND N ALUMINUM CAP MONUMENT C~NO 48' LEGEND: NOTE: 1%q 0 FOUND 1" IRON PIPE BEARINGS ARE R TO SET 3/4" BY 18" IRON THE EAST LINE OF THE 0 PIN WT. 1.50 LBS./FT. SOUTHEAST 1/4 OF SECTION 4, MEASURED AS S 01'02'05` W. 0 SOIL TEST (ST. CROIX COUNTY COORDINATE SYSTEM). COUNTY SECTION MONUMENT (FOUND AS NOTED) 55-94-3747-2003 - - - - - 100' BUILDING SETBACK DOT APPROVAL DRIVEWAY I, ROGER HUMPHREY, REGISTERED WISCONSIN LAND SURVEYOR S-2188. DO HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS A TRUE AND CORRECT REPRESENTATION OF A PARCEL LOCATED IN PART OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 4, TOWNSHIP 28 NORTH, RANCE 16 WEST, TOWN OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN, COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 4, THENCE SOt'02'05"W, 330.82 FEET ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION TO THE POINT OF BEGINNING; THENCE S01'02'05'w, 239.53 FEET; THENCE N89'40'06"W, 682.50 FEET; THENCE NOO'22'23'W 272.37 FEET; THENCE S86'56'22"E 689.57' TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 4.03 ACRES OR 175475 SQ. FT. INCLUDING LANDS LYING WITHIN TOWN ROAD RIGHT-OF-WAY. PARCEL IS SUBJECT TO ALL SHOWN EASEMENTS, RESTRICTIONS, RESERVATIONS, AND CONVEYANCES OF RECORD. I HEREBY CERTIFY THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF SECTION 236.34 OF THE WISCONSIN REVISED STATUTES AND THE SUBDIVISION ORDINANCE OF ST. CROIX CO TY AND THE TOWN OF EAU GALLE IN SURVEYING AND MAPPING SAME. EACH PARCEL SHOWN ON THIS MAP I S JECT TO STATE, COUNTY AND TOWNSHIP LAWS, RULES, AND REGULATIONS (i.e. WETLANDS, MINIMUM LOT SIZE, ACCESS TO PARCEL ETC.) B OR PURCHASING OR DEVELOPING ANY PARCEL CONTACT THE ST. CROIX COUNTY ZONING OFFICE AND THE TOWN OF EAU CALLE. THI~80RG we8'I ADE E EST OF THE OWNER KURT CHRISTENSEN, 877 SENOY DR., HUDSON, N1 54016 (715) 386-6340 ROGER L. HUMPHR Y, Rl5 2188 THIS INSTRUMENT DRAFTED BY BRIAN PERSON 421 D DATE: Vol. 17 Page 4593 ~r N 04 00 eOl 46 ;~;~,y GAS /DI/ ~ 8r- ~ D,z S l0/~3- JD eye 4-1- -6 esm 19 -1* LD VOL 17 PAGE 4593 KATACESA H. iALSH-' REGISTER OF DEEDS ST. CROIX CO., VI RECEIVED FOR RECORD 08127/2003 98 MAN CERTIFIED SURVEY MAP RIC 'o P AGES pkwtlj P oLy COQ! .,x~'e piano ZD;+'^''ve^ 2 0003 AUG w11nm ~"ys Ot dau svapA11 CERTIFIED SURVEY M'~►Hend"°'`' LOCATED IN PART OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION TOWNSHIP 28 NORTH, RANGE 16 WEST, TOWN OF EAU GALLE, ST. CROIX COUNTY, WISCONS~ EAST QUARTER SCALE. 1' - 15W CORNER 4JIRON FOUND \ 0 37.6 76 150' UNPLATTED LANDS co S 86'56'22" E 689.57' C4 LOT 1 9 1 ll 04 o lr 3 1 N o INCLUDING ROW 3 k'I ,~w (t I~ 175475 S.F. CNI <I ,/6Y 4.03 Ac. I PIN p I ~iA " I I EXCLUDING ROW C4 I c 1 j'~°y A 167545 S.F. I--~ao " P p w6 3.85 Ac. I 33.00 00 1 t O I 649.50' I 1 w u) N 89'40'06" W 682.50' 133331 ~i ~ ~ UNPLATTEO LANDS I/0 /Q SOUTHEAST CORNER WOODVILLE I-G r SECTION 4 FOUND e°r < ALUMINUM CAP MONUMENT -tom LEGEND: NOTE: StiRV~ FOUND 1" IRON PIPE BEARINGS ARE R 0 THE EAST LINE OF THE O SET PIN 3WT. 1.50 / 3/4' B BY 18' 185./ IRON O SOUTHEAST 1/4 OF SECTION 4, MEASURED AS S 01102'05" W. 0 SOIL TEST (ST. CROIX COUNTY COORDINATE SYSTEM). COUNTY SECTION MONUMENT (FOUND AS NOTED) 55-94-3747-2003 - - - - - 100' BUILDING SETBACK DOT APPROVAL DRIVEWAY I, ROGER HUMPHREY, REGISTERED WISCONSIN LAND SURVEYOR S-2188, DO HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS A TRUE AND CORRECT REPRESENTATION OF A PARCEL LOCATED IN PART OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 4, TOWNSHIP 26 NORTH, RANGE 16 WEST, TOWN OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN. COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 4, THENCE S01'02'05"W, 330.82 FEET ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION TO THE POINT OF BEGINNING; THENCE SOt'02'05-W, 239.53 FEET; THENCE N89'40'06-W, 682.50 FEET; THENCE N0072.23-W 272.37 FEET; THENCE S66'56'22'E 689.57' TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 4.03 ACRES OR 175475 SO. FT. INCLUDING LANDS LYING WITHIN TOWN ROAD RIGHT-OF-WAY. PARCEL IS SUBJECT TO ALL SHOWN EASEMENTS, RESTRICTIONS, RESERVATIONS, AND CONVEYANCES OF RECORD. I HEREBY CERTIFY THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF SECTION 236.34 OF THE WISCONSIN REVISED STATUTES AND THE SUBDIVISION ORDINANCE OF ST. CROIX CO~J(1TY AND THE TOWN OF EAU GALLS IN SURVEYING AND MAPPING SAME. EACH PARCEL SHOWN ON THIS MglS ECT TO STATE,COUNTY AND TOWNSHIP LAWS, RULES, AND REGULATIONS (i.e. WETLANDS, MINIMUM LOT SIZE ACCESS TO PARCEL ETC.) RCHASING OR DEVELOPING ANY PARCEL CONTACT THE ST, CROIX COUNTY ZONING OFFICE AND THE TOWN OF EAU GALLE. ADE rlNiE F THE OWNER KURT CHRISTENSEN. 877 BENDY DR., HUDSON, NA 54016 (715) 386-6340 THIS INSTRUMENT DRAFTED BY BRIAN PERSON ROGER L HUMPH Y, RLS 2186 DATE: O Vol.17 Page 4593 { 1 ' Wisconsin 3 Department of Commerce SOIL EVALUATION REPORT Page 1 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. G percent slope, scale or dimensions, north arrow, a road. Q G Q / ~Q Please print aH in rmatw. C E i E ;awed Date 'Ple Personal information you provide may be used for sewn ary purposes (Privacy law, s. 15.04 (1 (m)). Cm ` It V Property Owner MAY party o Kurt and Elizabeth Christens n t~t NE 1/4 SE 1/ S 4 T 28 N R 16 E (o Property Owner's Mailing Address t # ame or CSW 855 Benoy Dr ZONING OFF 17 4(" 3 City State Zip Code Phone Number []village ■ own Nearest Road Hudson WI 54016 ( 7j5-386-6340 Cty Rd BB 0 New Construction Useia Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to GPD 0 Replacement Public or commercial - Describe: Parent material ![t Wla~jp gle atio N a plic le _ General comments NO VVEO' Si a sultab for a mound system and recommendations: v u'; .'Y/ Fi Boring # Boring 2L17Z /1~ (y} l 1 Q Pit Ground surface elev.- 98.76 -ft. Depth to limiting factor 25 in. Q Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Efr#2 1 0-9 10yr3/2 sil 2fsbk mfr cw 2f .5 .8 2 9-25 1 4/6 sil 2fsbk mfr cw if .5 .8 3 25-32 7.5yr4/6 RV.5yr5/8 scl Om mfi - - 0.0 0.0 F 2 Boring # Boring 98.10 23 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 GPDff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/2 sil 2fsbk mfr cw 2f .5 .8 2 9-23 1 4/6 sil 2fsbk mfr cw if .5 .8 3 23-36 7.5yr4/6 f1d7.5yr5/8 scl Om mfi - - 0.0 0.0 -4 * Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mgA- CST Name (Please Print) - - Signet CST Number Thomas C Nelson 227387 Address 22Z61-? tion Conducted Telephone Number 1432 120th Street, New Richmond, WI 715-246-2454 r Property Owner Christensen eaugalle Parcel ID # 00d, , P/ I- d f Page 2 of 3 [-3 Boring # Boring E] Pit Ground surface elev. 95.00 Depth to limiting factor 23 _ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/if'- in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *E111#1 *Eff#2 1 0-9 10yr3/2 - sil 2fsbk mfr cw 2f .5 .8 2 9-23 10 4/6 - sil 2fsbk mfr cw if .5 .8 3 23-30 7.5yr3/4 f1d7.5yr5/8 scl Om mfi - - 0.0 0.0 F-1 Boring # Ing 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 *Eff#2 ❑ Boring # H 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Ef1#2 * Effluent #t - BOD5 > 30 < 220 MWL acrd' TSS x,W < 150 mg/L * EffhraM #2 - BODS < 30 mg/L anti' TSS < 30 nVL 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. M-8330Tet (R.07/00) S~Y~ f V q NaY4-('1 I l vle- 1 V i i ►0 t o o \l ~c n 0 -75 c~ e ~ V ~r'1 I `To Of Cvn 10- v i o a5,aa --FK p S a 1 S ' -k Yln - `vtu cC -d a 2y~t% 1 S~ 2z-7 3 s7 4evvh,~N5 ~ d~f~ yl, -Cv W4-1.41~1 - d ,Yn~ -:J1liN. J GALLE PLAT T-28-N • R-16-W Sae Page 112 For Additlonai N~maa. wners) BALDWIN PAGE 40 2200 2300 ,o 60th AVE 2400 Charles o. a s 2500 Anderson 10 2600 60th AVE 2700 ' b M 77 Donal U & N WSOMMU ood~e ~f paw A ))on ss xae... umw 3 30 fey Z 1Noulton ' Timoffiy 11, F udil Pe- - 40 K 140 Pamela F_ a Gil saM 63 AVE 96 4 °stave 100 °m 2 39 Dennis Kristine 120 MMWAM ILL m m~ 1 U ais w~wu m'~ n ~ Cs is a ~ tl 119 Hillstead 137 a m 3a 7 :a. MP 7 7 Donald ac J th 11 136 3 ,°Dn ,3 ~Balder3on S4 Rodel AA na 94 r 72 20 148 & ;j . Mich A, Ostlie~ ~j~ c a 171 avid & Trudy a 7 a Arthur ti -J - ' - - - - _tt`.~~ N 3 Nu ,m 94 L= m Reinsch 70 N Trapp 53 y r_ 80 `I 31 H W~ L1md a LaurAence & Greg µF " ` a >s$ p8 39 3s "To - 30 Nancy M e L .r 3t ~ H~=a Ova 8t t D 20 Olive & Donald & Trust n at Walter & s Holm 1 I Serier ierpstra r tt B 20 Montcken 60 40 g, June Carrell & Levine 1T 59 t AVE W~~ 80 Ludt 75 160 Dorene Nelson 1 JacobsoDennis n K`OCOt°8 C 3a av SB 22 Wilma Donald a o.~ a 125 Sjer Wood >t8 ols n \Hageseth $ E Trust 9 114 LN Q David .9 1 155 ` 240 120 1 77 N eta! x g Tfi-5L, 420 ~VE R 8 ste 267 crack I 50 19 L e 20 s - ^ 100 rye. 60 117 40 -38 - 070 f 18 / 100 5 26 d ~ ` ~ a 4olh 40th AVE Ebner RU-4 Mary ~ der a34 smw...e 7 BM 47 60 aaM M 40 40 William & 40 40 3 saavaa's 70 ElVictor & izabeth 8 Se 103 Leon _ F a 60 144 • 20 g s &119 2 teavey BaMoe r0lee 6d- st.` s 1421 Gloria ta.a.a Glen & I ao Iverson m 7 N son 2 ohn PECAN ]anet Chapin 41 3 (Hera ey I lmd Dennis - 30 s F h 1 - t 40 Duckworth KeHy ja s a Donald s~40da. E 62 9 141 L 5 Abr1*R J{ sh,w* 0140- Baum' F,.. 3 Fong N j prb- xr Is 40 Pena 40 100 116 4 M Giettndanner a 8 60 ~ e + a y 30th AVE Bruce 2 76 . 40 4 3 306 g - 252 dd I 1 ]due Ca Tae e LE 100 Erlclnoa 60 Duane & ~ C.M. U. Sub- a 15 0 19 a g a = rem n-,a Lucinda a 3f 40 ^ ^ tl 1111 pSauer y o a..ra3 A Lane Hsea ,8 4 4 - a( crag 5 8 3 6 - 9 so a 60 1 143 Kenneft a s # My son 40 a' 46 40 40~ la g o Thomas & tyn 25t AVE I" 82 8, 051 34 OD 1dm 97 12 Arthur F3lehon B Pa>ztcia ~ a 00 n Thomas & -15 ames& 38 101 Falde 80 1ma., as V Amy 1 Donald on Ricky & a Steve Linda 4f 40 Casey 73 ) son 200 40 q, Larson 80 Johnson Donna Sturtevant Wlosephine ayne & ~ & Thomas & 80 Lee 60 0 20th AVE Albag so J F-dra RC 13 -5 s 80 Alb n gp 8 0 _ UQ- - - - l:llefson 80 at In; ' n racy 60 ? G Delmar Gerald Verb M i T n fd A 10 p lo n ra l Ames Larson F 40 Berk- Patr 0 a c h1gelon Invest- I Trust rn Thommes & V aide Indw m NN 53 me~nt 34 I 48 4t LaThomas ig= nd Cl 04 59 ads Kevin & 60 weD iii ` -Mrt i c a x so ! Barbara 40 0, Melvin 160 C Dads a 15th AVE Larson 2 h 4f w~ I 119 B 119 35 sob= r 3 S 2 Orville & Den111s & « 1& 60 46 a a 131 a< BB F~~ 7 = Darlene Salad Shirley •vn 1w s a : N e Peter & 4.4 . so 121 e O Law way-.+ae.e m dm 4 78 266 40 279 _ SSheron 1 : s saK r. Pad 89 12th AV 22 40 I `m1 10th A R NPJwn 115 so 70 ~ Kent SO 52 $s nLkk- eM Diane Pax 60 • _ ~ 40 - A ~ I n N 20 a c Brurlkov 40 3s Clark STON R d 79 Anderson 70 ~ 49 Harwood Ross & 3 r sr 2 s 275 Corp 80 80 150 Elizabeth I & : 0 1 Leonard Jeffrey & 0D -1d, a a.e.w Steven & a T m Keehn *D" James u0 Keck Mane R 20 Jon 0 a 11 James M View 7 3 iill Merth i" N w0n,m a Brooke Wolfe eo An/lrrcnn cn M,,L70 Inc rN . `7 1