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Home My WebLink About008-1077-10-000 I II�I�I I�I�I I'lll 1�I�I�!ir1 1'!�1�II)�III�I III�I�I 8 a 4 3 i 2 2 884812 KATHLEEN H. WALSH REGISTER OF DEEDS r ST, CROIX CO., WI RECEIVED CERTIFIED SURVEY MAP 11/14/2008 FOR R01 OROPM PART OF THE NORTHEAST 1\4 OF THE NORTHEAST 1/4, CERTIFIED SURVEY MAP N VOL: 23 PAGE: 5583 1 BEING LOT 2 OF CERTIFIED SURVEY MAP, VOLUME 11, PAGE 3117, REC FEE: 13.00 LOCATED IN SECTION 27, TOWNSHIP 28 NORTH, RANGE 16 WEST, COPY FEE: 3.00 TOWN OF EAU GALLE, ST. CROIX COUNTY,WISCONSIN. PAGES: 2 UNPLATTED LANDS 20th AVE (587'14'54"E) 2679'92 ____ — — S87*21'06"E— 670.00' centerline .2009-92' S87'21'06'E 04'_ — _ _S87'21'06"E 393.96' P013 Northeast Corner S87'21'06"E- 33.04' Q1 — 276. / — — 33.04' Section 27-28-16 North 1/4 Corner S87'21'0 — ~ — - ` — — — -_ 6"E Y 275. ". 98' S8721'06 E 36 I'd Aluminum Ca section 27-28-16 0.92' P _ 636.90' I'd Aluminum Cap LOT 2 building setback ck line 0 174 661 sq.ft. I o C3 4.01 acres 1 v7 o I Ln 0 1, ,_r incl. r-o-w 0 I a, 0 0 rn rq o dwy L I rn 00 house -U 1 C m shed i s I , P � i u= �' m f soil m 1 tests i l.oL_i LOT 1 ❑I - w 270,310 sq.ft. septic 1 -I (_.�bf 1 1/_�117 6.21 acres well 0 a ea _, I UNPLATTED ^'. incl. r-o-w 148,090 sq.ft. i -100'---I w I LANDS W 3.40 acres 0 i �• 1 excl, r-o-w i I `° IV N Z z 253,877 sq.ft. 360.96 33.04 66 oou 90 0 00 5.83 acres N87'13'30"W 394.00' V) I rn N excl. r-o-w w w I I0) �; 0) 1. N a Prveway? oposed I I dri soi tells � N - 635.76 1 .04 I io N87'13'30"W °. I 10 ril PREP.".RED FOR: (N87'o7.15"w) s6s.8o 01 J Julie Pfendler LOT 3 0' Iv 198 250th St ---� rn -' Woodville, Wi 54028 Cs�l 13117 �, ic�o m Note: Each parcel on this map is subject to State and County laws, rule_: and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact East 1/4 Corner St. Crcix County Zoning Office and Town Board for advice. Section 27-28-16 I'd Aluminum Cap LEGEND DRAFTED BY: JOEL A. BRANDT O.......uovernment Corner (as noted) JB SURVEYING LLC o.... Set :3\k" x 18" Iron Rebar weighing a minimum of 1.50 lbs. per lineal foot GO � N .... ...Found 1" Iron Pipe JUL A, •.,y ( )....Recorded Data * ' WMDT S4ft3 `•OLWO c c1n Y...: North is referenced to the �Np•' "' $ East line of the Northeast A Quarter of Section 27-28-16 SCALE: 1" - 150' ��-� wnich bears S00°06'15"E 1M. Croix County Grid System) 0' 150' 300' Sheet 1 of 2 lVisiconsin SOIL EVALUATION REPO #2108 Department of Commerce 1 In ccojWe with Comm 85, Wis. Ad Code Page 1 of 3 Division of Safety and Buildings -A~~Steel's Soil Service Attach complete site plan on not less than nnt:laee in size. Plan st County p paper St. Croix include, but not limited to: vertical and nel 125 n a reference point BM), dire n and 'l percent slope, scale or dimension row, n istan to nearest road. Parcel I.D. U0 K -W ~ 1-/0 LYN ending Please lint BWd& Re 'ewed By Date `J Personal information you provide may a use ndary purposes riv cy Law, s. 15.04 (1) (m)). /0 G O r ! Cl Property Owner f i_ Z t L Property Location Jerry And Julie Pfendler 1 `l ~C 7S Govt. Lot na NE1/4, NE1/4, S27, T28N, R16W Property Owner's Mailing Address G Lot # Block # 1 Subd. Name or CSM# 198 250th St ZONING O FIE SG~Gt~ Oct , City State Zip Code Phone Number City Village Town Nearest Road Woodville WI 54028 715-698-2979 Eau Galle 250Th St New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: na Parent material Low ridges and Knolls of ground moraines Flood plain elevation, if applicable na ft. General comments Mound Design, system elevation 99.95ft based on contour line elevation 98.45ft. 18 inches minimum ASTM class 33 mound sand. and recommendations: Boring Boring # 1 Pit Ground surface elev. 96.55 ft. Depth to limiting factor _18 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 1 0-10 10yr3/1 none sil 2msbk mfr cs lvf 0.6 0.8 2 10-18 10yr5/4 none sil 2msbk mfr cs lvf 0.6 0.8 3 18-26 10yr4/4 c2d 7.5yr5/6 Cl 3csbk mfr na na 0.4 0.6 Boring 2 Boring # Pit Ground surface elev. 96.55 ft. Depth to limiting factor 19 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 1 0-8 10yr3/1 none sil 2msbk mfr cs lvf 0.6 0.8 2 8-19 10yr5/4 none sil 2msbk mfr cs lvf 0.6 0.8 3 19-26 10yr4/4 c2d 7.5yr5/6 Cl 3csbk mfr na na 0.4 0.6 i " Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <-30 mg/L and TSS < 30 mg/L CST Name (Please Print) S CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 1699 150th St New Richmond, WI 5401'7 9/29/2008 715-760-0347 SBD-8330 (R.07/00) z ' STEEL'S SOIL SERVICE 3 of 3 David J. Steel Jerry And Julie Pfendler 1699 150th St. CST-POWTSM NE1/4,NE1/4,S27,T28N,R16W New Richmond, WI 54017 Lic. #248956 To .f Eau Galle, St. Croix Co. Direct 715-760-0347 a-~ Fax 715-246-0318 CSM Lot 3 - -Out ~ 04-4y This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1"=40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark El 100.25 ft Top of 3/4" pvc pipe = Borings Boring Elevations B1 = 96.55 ft B2 = 96.55 ft B3 = 98.45 ft B4 = 0.00 ft 16f' t~ j r iso, L-r lbJ~al 10 Nytisconsin S EVALUATION REPORT #2109 Department of Commerce accordance with Comm 85, Wis. Adm. Code Page 1 of Division of Safety and Buildin Steel's Soil Service County Attach complete site plan on pap o less than 8%x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 0 7 -/0 Please print all , f _ Pending R`/11 R iewed B Date Personal information you provide may used u s (Privy y Law, s. 15.04 (1) (m)). Property Owner n~^ 4-"x " Property Location Jerry And Julie Pfendler 2008 Govt. Lot na NE1/4, NE1/4, S27, T28N, R16W Property Owner's Mailing Address kqo `Z- S Lot # Block # ubd. a or CSM# 198 250th St r CROIX COUNTY 1 na CSM 6 ~ oC _ City State Zip Coa®NI City Village Town Nearest Road Woodville WI 54028 715-698-2979 Eau Galle 250Th St New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: na Parent material Low ridges and Knolls of ground moraines Flood plain elevation, if applicable na ft. General comments Mound Design, system elevation 100.36ft based on contour line elevation 98.95ft. 17 inches minimum ASTM class 33 mound sand. and recommendations: 1 1-1 Boring # ! Boring Pit Ground surface elev. 98.10 ft. Depth to limiting factor 19 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistency Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 1 0-10 10yr3/1 none sil 2msbk mfr cs 1vf 0.6 0.8 2 10-16 10yr5/4 none sil 2msbk mfr cs lvf 0.6 0.8 3 16-19 10yr4/4 none Cl 3csbk mfr cs na 0.4 0.6 4 19-24 10yr4/4 c2d 7.5yr56 Cl 3csbk mfr na na 0.4 0.6 I Boring 2 Boring # F-1 _ Pit Ground surface elev. 98.10 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 *Eff#2 1 0-10 10yr3/1 none sil 2msbk mfr cs lvf 0.6 0.8 2 10-19 10yr5/4 none sil 2msbk mfr cs lvf 0.6 0.8 3 19-24 10yr4/4 none Cl 3csbk mfr cs na 0.4 0.6 4 24-30 10yr4/4 c2d 7.5yr56 Cl 3csbk mfr na na 0.4 0.6 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) e• CST Number David J. Steel 248956 Address Steel's Soil Servic Date Evaluation Conducted Telephone Number 1699150th St New Richmond, WI 54 9/29/2008 715-760-0347 SBD-8330 (R.07/00) Property Owner Jerry And Julie Pfendler Parcel ID # Pending Page 2 of 3 ] Boring F Boring # Pit Ground surface elev. 99.20 ft. Depth to limiting factor 19 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/1 none sil 2msbk mfr cs 1Vf 0.6 0.8 2 8-14 10yr5/4 none sil 2msbk mfr cs 1Vf 0.6 0.8 3 14-19 10yr4/4 none Cl 3csbk mfr cs na 0.4 0.6 4 19-28 10yr4/4 c2d 7.5yr56 cl 3csbk mfr na na 0.4 0.6 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t *Eff#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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-8330 (R.07/00) Steel's Soil Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel Jerry And Julie Pfendler 1699 150th St. CST-POWTSM NE1/4,NE1/4,S27,T28N,R16W New Richmond, WI 54017 Lic. #248956 Town of Eau Galle, St. Croix Co. Direct 715-760-0347 CSM Lot 1 Fax 715-246-0318 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1"=40' = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark El 100.10 ft i Top of 3/4" pvc pipe = Borings Boring Elevations .ate B1 = 98.10 ft ~u5 B2 = 98.10 ft B3 = 99.20 ft~ B4 = 0.00 ft gL l g 3 t r ~ ~L-i- ~I 1•-c~ ~ ~ ~ r~ `3 C~ CERTIFIED SURVEY MAP M PART OF THE NORTHEAST 1\4 OF THE NORTHEAST 1/4, .BEING LOT 2 OF CERTIFIED SURVEY MAP #3117, LOCATED IN SECTION 27, TOWNSHIP 28 NORTH, RANGE 16 WEST, \J TOWN OF EAU GALLE, ST. CROIX COUNTY,WISCONSIN. UNPLATTED LANDS 20th AVE (S87'14'54°E) - - - S87'21'06"E 670.00' centerline 2009.92' S87'21'06"E 311.02' - - S87°21'06"E 33.04' S87'21'06"E / 358 9$ POB Northeast Corner North /14 Corner - - - - - 33.04' _ _ _ Section 27-28-16 S87°21'06"E 310.96' S87'21- '06'E 325.94 Fd Aluminum Cap Section 27-28-16 Fd Aluminum Capes LOT 1 o LOT 2 _ _ 15_2,6_52_ sq.ft. building setback line ° 3.50 acres - 7 co L'i I I 0 (n Ln N 131,962 sq.ft. U, ~ incl. r-o-w 0 0 3.03 acres M N No I 0 o C~ OD incl. r-o-w sheds house) w I 0 O N I E, q 0) CO LOT _1 121,701 sq.ft. N j cn 00 I M rn - CSb4 #3_1-17 - 00 2.79 acres N 127,840 sq.fft. Septic M 0 1 excl. r-o-w 2.93 acres well area soil tests excl. r-o-w I I UNPLATTED - - - 310.22' 325.96' I LANDS 359.00' 33.04' Z S87'17'09"E O 669.22' 0 636.18' U, C' LOT 3 ; N 1 661 (i 0) 160,364 sq.ft. 152,434 sq.ft. o 1 1 rn 3.68 acres 3.50 acres w ° '0j incl. r-o-w I C94 o0 excl. r-o-w I soil tests 635.76' i 33.04 1 N87'13'30"W PREPARED FOR. (N87°o7'15"w) 668.80' cn Julie Pfendler I0 198 250th St LOT-3 Woodville, WI 54028 CSM #3117 u~ I60 Notes: Each parcel on this map is subject to State and County laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact East 1/4 Corner St. Croix County Zoning Office and Town Board for advice. Section 27-28-16 Fd Aluminum Cap LEGEND DRAFTED BY: JOEL A. BRANDT e.......-Government Corner (as noted) JB SURVEYING LLC o.......... Set 3\4" x 18" Iron Rebar weighing a minimum of 1.50 lbs. per lineal foot ......Found 1" Iron Pipe GOAT c .....Recorded Data A• it r' Z KWNM am North is referenced to the M r,} East line of the Northeast ' Quarter of Section 27-28-16 SCALE: 1" . 150' . which bears S00°06'15"E Sheet 1 of 2 (St. Croix County Grid System) 0' 150' 300' Parcel 008-1077-10-000 10/09/2008 10:55 AM PAGE 1 OF 1 Alt. Parcel 27.28.16.401A 008 - TOWN OF EAU GALLE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - PFENDLER, JERRY S & JULIE A JERRY S & JULIE A PFENDLER 198 250TH ST WOODVILLE WI 54028 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description * 198 250TH ST SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 10.215 Plat: N/A-NOT AVAILABLE SEC 27 T28N R16W PT NE NE BEING LOT 2 Block/Condo Bldg: CSM 11/3117 10.215AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 27-28N-16W Notes: Parcel History: Date Doc # Vol/Page Type 07/23/1997 1207/049 WD 07/23/1997 891/401 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/07/2008 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 29,700 133,600 163,300 NO 05 UNDEVELOPED G5 4.215 6,600 0 6,600 NO 05 PRODUCTIVE FORST LANDS G6 4.000 16,200 0 16,200 NO 05 Totals for 2008: General Property 10.215 52,500 133,600 186,100 Woodland 0.000 0 0 Totals for 2007: General Property 10.215 30,300 96,700 127,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 04/17/2001 Batch 513 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 /FILED JUL i ' 0 1996 z JUN 2 6 1996 ► 3ee ALSH 9 ST CR(11X CQUNTy KATHLEEN H.W _ SUF V1. YOR'S I?rCOR SLL CroixCro1xC0 Co-, D ~/r R Deeds J921 WI ~ O CERTIFIED SURVEY MAP MILTON AND NANCY SELL Part of the Northeast 1/4 of the Northeast 1/4 of Section 27, Township 28-North, Range 16 West, Town of Eau Galle, St. Croix, County, Wisconsin. OIndicates 1" x 24" iron pipe weighing 1.13 lbs./lin. N 114 COR. SEC. Z7, r 28 N, R / 6 W, ft. set. / COON rY SURVEYOR'S MON.) Indicates fence. NE COR. SEC. Z7, T 2 8 N, R/ 6 W UNPLATTED LANDS (COUNTY SURVEYOR'S MON.) r~, S 87• /4734 "E• 2680.02' ~I 670, O/'r 1340.01' N L/NE NE114, f 669.94 670. 00' 01 w ' - A N87•/4'34"W 1306.85' 636._9/' '--0 ' g r O - _ - - -SHED OR JVEWAY (~1 SHE'D O o ci LOT / q LOT2 1 O to ~ W A a /0, 192 ACRES SHED 1 O /0.2/3 ACRES b 443, 978 S0. Fr. W WELL HO SE Z w - 444, 978 SO. Fr. [3 N W 9.683 ACRES EXC. ROAD R. 0. W. 4 9, 228 ACRES EX C. ROAD R.O.W. 42 871 $0• Fr. ro l / 40 973 S0, FT. SEPT/CI 2 % m Owner's Address: I °0 1 WA TERCO R SE N 198 250TH St. o I I N Woodville, WI 54028 i o 1 ~ o O 4 w I 668. 80' 668.80- o 19 h ' 635.76' 133,04' . o N 87.07'/5 W' W 1337.60' O Dated: March 13, .1996 roll I~ ,~~tt4~~11i~1y~ Revised this 20th day of June, 1996." ro I a y `~\SC ONS~ ~~se This instrument drafted by Laurence W. °j ro Murphy 1 I m LAUR rt, C• a w ac APPROVED O m W MU PHY • - ~-/oo' S 3 LOT 3 ti 4 b R F LLS i a u I`s ' 20.001 ACRES l ro N lO 1 u G S~ 871, 24 4 SO. Fr. h ~4 LAN 10, 19.306 ACRES EXC. ROAD R,O. W aT. CROIX COUNTY I Itnl • F #8131t12 <<~0849, 701 so. Fr. Comiprehensive Plarxu~ zoning and, I I~ F p 2 t1t~ Laurence W. Murphy ~ ROAD SF~SAl`K LINE I 3333'! Registered Land Surveyor I I66' 25' If not (#cor~d A ` /302.05' within 30 Efa>Ey~t Of 133.04' l N 87-06,55,,W /335. 09' S L /NE NE //4. to UN PL A T TED L ANOS approafalrbTtQatl be 'w ALL BEARINGS REF. TO THE NORTH LINE OF THE NE 114 MIN & VOW b , N OF SEC. 27, T28N, R/6W, ASSUMED S B7' 14'54 E E 114 CDR. SEC. 27, TZBN, R / 6 W, w /COUNTY SURVEYOR'S MON.1 f SCALE 200' No suitable site for a sewer system 0 50' 100'150'200' 300' 400' 600' was found on Lots 1 and 3 of this ® certified survey map. Vol. 11 Page 3117 Certified Survey Map St, Croix County, Wisconsin. SHEEP 1 OF 2