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Home My WebLink About030-2070-30-005 - 1778 SOIL EVALUATION REPORT Page i of 4 Wisconsin Department of Commerce A.C.E. Soil & Site Evaluations Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not 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 parcel I. D. percent slope, scale or dim - ~ tance to nearest road. Prt, of 030-2070-30-006- Plea a p 5raglQ Q. B r Date may be used for swwdery proposes ( Law, s.15.04 (1) (m)). 07 Personal information you Property Owner Property Location 20 W SW 1/4 NE 1/4 S 36 T 30 NR Lloyd Dahlke ~ ~ Lot # Block # Subd. Name or CSM# p Property Owner's Mailing Addr BONING OFFICE 1 -Proposed CSM 'd 7 1245 Hwy. 35 N. City State Zip Code Phone Number C' Village e Town Nearest Road -W-5-3 St.Joseph 125Th Ave. Hudson I Wi 54016 715-549-6483 01 Code derived design flow rate 600 GPD Use: Residential / Number of bedrooms 4 New Construction Replacement -J Public or commercial - Describe: Flood plain elevation, if applicable na Parent material Glacial Till General comments and recommendations: install mound system at elev. 95.62' at 6" above 95.12' contour. M V1 Boring # _j Boring 41 ° in. Soil Application Rate Pit Ground Surface elev. 91.92 ft. Depth to limiting factor Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 Gr. Sz. Sh. *Eff#1 *Eff#2 in. Munsell Qu. Sz. Cont. Color 1 0-12 1Oyr3/2 none sil 2fsbk mvfr as 2f,1m 0.6 0.8 2 12-22 1Oyr4/3 none sil 2fsbk mvfr gs 2vf,f 0.6 0.8 3 22-29 1Oyr5/4 none sil 2fsbk mfr cw lvf 0.6 0.8 0 sg dsh cW - 0.5 1.0 4 29-41 10yr5/6 none Ifs _ _ 0.4 0.6 5 41-68 1Oyr5/6 f2f 7.5yr5/8 Ifs(sil Osg/lfsbk duds H#5 consists of an unsorted mixture of Ifs & sil. Redox. concentrations found within finer textured silt loam soil. E Boring # Boring 38" in. Soil Application Rate pit Ground Surface elev. 95.67 ft. Depth to limiting factor Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF Gr. Sz. Sh. *Eff#1 *Eff#2 in. Munsell Qu. Sz. Cont. Color 1 0-16 1Oyr3/3 none I 2fsbk mvfr cs 2f,1m 0.6 0.8 2 16-20 10yr416 none is 0 sg ml gs 2vf,f 0.7 1.6 1 vF 0.7 1.6 3 20-28 7.5yr4/6 none Is 0 sg ml 9w dl cw - 0.7 1.6 4 28-38 7.5yr416 none gr. s 0 Sg - 0.4 0.6 5 38-65 1 Oyr4/6 f2f 7.5yr5/8 s/sil Os g/1 msbk duds 9w s 0 sg dl - - 0.7 1.6 6 65-83 10yr5/6 none H#5 consists of an unsorted mixture of s & all. Redox. concentrations found within finer textured silt loam soil. Effluent#1=BOD,>30<220mg/L and SS >30 < 150 mg/L (fluent #2 = BOD<_30 mg/L and TSS <30 mg/L _ CST Number CST Name (Please Print) Signature- CST S James K. Thompson - 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted 71124 67 4/92004 340 Paulson Lake Lane, Osceol , 154020 property owner UOyd Dahike Parcel ID It Prt• of 030-2070-30-000 Page 2 of 4 3] Boring # Boring Pit Ground Surface elev. 92.42 ft. Depth to limiting factor 42' in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-18 1Oyr3/3 none sil 2fsbk mvfr gs 2f,1m 0.6 0.8 2 18-30 1Oyr4/3 none Ifs Osg ml gs 2vf,f 0.5 1.0 3 30-42 1Oyr4/4 none sl 2msbk mfr cw 1vf 0.6 1.0 4 42-110 10yr5/6 f2f 7.5yr5/8 Ifs Osg dl - - 0.5 1.0 H#4 contains 1 2" bands of 1 Oyr4/4 Om Ivfs at 8" - 14" intervals. Redox. centrations found within finer textured Ivfs loam soil. con 4 Boring # I Boring w S (.e-" e _ 0 Pit Ground Surface elev. m ft. Depth to limiting factor < 18" 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 *Eff#2 1 0-18 1 Oyr3/3 m 1 d 5yr5/8 sil 2fsbk mvfr as 21',1m 0.6 0.8 2 18-30 1 Oyr5/4 m 1 d 7.5yr5/8 sil 2fsbk mvfr gs 2vf,f 0.6 0.8 3 30-56 1 Oyr5/4 m1 p 7.5yr5/8 sil 1 msbk mfr cw 1vf 0.6 0.8 Soils at htis location unsuitable for POWTS. ❑ Boring # I 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 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 i * Effluent #1 = BOD 5. 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5< 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. ow a 177r ■ Sol/ QVaAta4lvr7 male: f( o, .Zlo yd db.4 /4,aro-p. 5wne-, 5[c. 34, 30120 -.Si. Toe. /oE / oF'p~oPosPd csM , a ~ h'1 0 qry oa ~O vii h A I ' f(re ~ ~ ~ ~ I' 62 6q 8 rd , e ley 1 , I I I 1 , 63 A ID . B.* : T v Or /off 61624. 6-let = i0 9!17' Gradc ¢ l< rr; a £ /off Staff /05.92 ' Uzi 80' 12,5 ` f1 3 of 3 Parcel 030-2070-30-005 05/16/2007 08:23 AM PAGE 1 OF 1 Alt. Parcel 36.30.20.612A-05 030 - TOWN OF SAINT JOSEPH Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 11/21/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner LLOYD H DAHLKE O - DAHLKE, LLOYD H 1245 HWY 35 HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ' 258 125TH AVE SC 2611 HUDSON IX SP 1700 WITC Legal Description: Acres: 21.900 Plat: 5314-CSM 22-5314 030-06 SEC 36 T30N R20W PT SW NE & PT NW NE FKA Block/Condo Bldg: LOT 01 CSM 18-4784 LOT 1 (21.90 AC) BEING CSM 22-5314 LOT 1 (21.90 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 36-30N-20W Notes: Parcel History: Date Doc # Vol/Page Type 11/21/2006 839245 22/5314 CSM 07/09/2004 768348 18/4784 CSM 02/03/2004 753367 2503/209 WD 2007 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 04/16/2007 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 21.230 2,700 0 2,700 NO UNDEVELOPED G5 0.670 100 0 100 NO Totals for 2007: General Property 21.900 2,800 0 2,800 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 13 RECEIVED A 3 9~ 4 S c VOL 22 PAGE5314 JAN 16 2W KATRE= H. ALSH REGISTER OF DEEDS ST. CROIX CO. MI RECEIVED FOR WORD ST. CROIX COUNTY 11/21/2006 10: 16AM SURVEYOR'S RECORD CERTIFIED SURVEY MAP Nfj "pp Y : k: CERTIFIED SURVEY LOCATED IN PART OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 AND IN PART OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 36, TOWNSHIP 30 NORTH, RANGE 20 WEST, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. OWNER: NOTE: NOTE: SURVEY CONDUCTED AT THE FRONT SETBACK = 100' BEARINGS ARE REFERENCED TO REQUEST OF THE OWNER: SIDE SETBACKS = 20' THE EAST-WEST 1/4 SECTION LLOYD DAHLKE REAR SETBACK Q 25' LINE OF SECTION 36. ASSUMED 1245 S.T.H. 35 TO BEAR S 89'04'24" W. HOULTON, WI 54016 I LEGEND: L a.A.=N00.03'13"E ■ SET 3 /4BY 18" I ON II 1316.81 PIN WT. 1". 50 LBS.~FT. II LOT 2 CSM VOL_6,_PAGE 1590 J 87'5127'rE 60134- - -L N N 89'07'22" E • FOUND 1" O.D. IRON PIPE T ~ , ( VOL. 2503, 0 111.9 r 'FEE DETAIL A PAGE 209 to! COUNTY SECTION MONUMENT W DOC. #753367-i of FOUND 3" ALUMINUM COUNTY Z i NORTH LINE OF MONUMENT u SW 1/4 OF THE NE 1 m /4 1 p 0 SOIL BORING zi p iI BUILDING SETBACK LINE pl i i zl FLi i i Z31 DRIVEWAY JI , - - - _ R.A. = RECORDED AS z I W 1 I DETAIL A: NOT TO SCALE ~I i 0 o 1- - FENCELINE ND68p1 . " W LOT 1 I 1 3 tl I N, 11 NORTH LINE OF c r, Cd IN. ROW 954040 sq. ft Lo o ,y `"I SW 1/4 OF 1o ri Go IN. ROW 21.90 Acres n r - THE THE NE 1/4 $ r 7 8 V a EX. ROW 924852 sq. ft , gg3 Z , EX. ROW 21.23 Acres f~ Ln CdI z N 894ro73' 8" E V Lul w 1 ; NI ~I of °I 0 1 i JI al NOTE: m-I "LOTS MAY BE ROGER LVW N SUBJECT TO FUTURE 1 14umPMRlY I - - r SPECIAL ASSESSMENTS S•Z1 ; NI o FOR ANY UPGRADES 0 AND IMPROVEMENTS TO oI z THE ROAD" LI 1 J UI S 89'04'24" W ° 2615.03' ,n N 88'1609" E S 89'04'24" W 1 - 1882.44' ra - - -S 89'04'24" W - - - - - - - - E 1 /4 CORNER W 1-]4 CORNER 721.61' SEC. 36 SEC. 36 EAST-WEST 1/4 SECTION LINE M SCALE: 1' _ 200' . THIS INSTRUMENT DRAFTED BY JASON PAUKNER SHEET 1 OF 2 0 so 100 200 HUMPHREY ENGINEERING I of 2 Vol 22 Page 5314 W _-,p i,' 7683 48 VOL 18 PAGE 4784 APR KATt~C H. i1XtSR_ I REGISTER OF DEEDS l .-t f~ - 4 iV , a ST. CROIX CO. , MI RECEIVED FOR RECORD L__°~cR(~~x TY 07/0912004 11: 10AM IIRVEYC`RSFE~GRD CERTIFIED SURVEY NAP COPY FEE: CERTIFIED SURVEY MAP 2 LOCATED IN PART OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 AND IN PART OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 36, TOWNSHIP 30 NORTH, RANGE 20 WEST, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. OWNER: NOTE: NOTE: SURVEY CONDUCTED AT THE FRONT SETBACK = 100' BEARINGS ARE REFERENCED TO REQUEST OF THE OWNER: SIDE SETBACKS - 20' THE EAST-WEST 1/4 SECTION LLOYD DAHLKE REAR SETBACK - 25' LINE OF SECTION 36, ASSUMED 1245 S.T.H. 35 TO BEAR S 89'04'24" W. HOULTON, WI 54016 II I LEGEND: IL R,A.=NDO*O3'13"E I ■ SET V. BY 18" IRON II 1316.81' PIN WT 1.50 LBS./FT. I) LOT 2 CSM V0L_6,_FAGE 1590 • FOUND 1" O.D. IRON PIPE 87 51'27"-E 601.54- - _ - ~ ~ N 89.07'22" E VOL. 2503, $ 111.9 SEE DETAIL A PAGE 209 -40- COUNTY SECTION MONUMENT w DOC. #753367. ' FOUND 3" ALUMINUM COUNTY Z i NORTH LINE OF it 2f MONUMENT I NE 1/4 OF THE a rn i JI 0 SOIL BORING a ' / I zl0 , F I BUILDING SETBACK LINE aI- i i ZI w * 13 ~1 DRIVEWAY ~I , - - - - R.A. = RECORDED AS zl Z ~ I DETAIL A: ~I NOT TO SCALE tn ~I C)f r----FENCELINE N00-00''51 6.88 LOT 1 NORTH LINEOF c IN. ROW 954040 sq. ft o N"I SW 1/4 6-F- h ri 0o IN. ROW 21.90 Acres tO ^ n wl THE NE 1/4 8 M r r o cv EX. ROW 924852 sq. ft o I gg z , EX. ROW 21.23 Acres N ~I 1 I uj N 894 7 .38" E wI 1 w 1 ••`~~~~N~I~ft~.. ~ NI n I v yGON~° ~I °I __jj 0-1 NOTE: X}: ROGER LYNN ~i "LOTS MAY BE ' I r I 3 SUBJECT TO FUTURE . HUMPHREY . _ - ->-I- - N SPECIAL ASSESSMENTS ' 0c FOR ANY UPGRADES V) AND IMPROVEMENTS TO WOODA~-~E ' pl Z THE ROAD" i Q' I ~I wl r- i N~ 0 of I " I UI U) I S 89'04'24' W 'q W) 2615.03' S 89'04'24" W N 88"16'09" E _ - - rh 721.80' _ 120TFZt _ - 1882.44' -S 89'04'24" W - - - - - - - - -E 1 /4 CORNER W 1 /4 CORNER 721,61' SEC. 36 SEC. 36 EAST-WEST 1/4 SECTION LINE scue: i' - 200 THIS INSTRUMENT DRAFTED BY JASON PAUKNER SHEET 1 OF 2 0 50 100 200 HUMPHREY ENGINEERING Vol 18 Page 4784