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Home My WebLink About010-1078-20-000 1609 SOIL EVALUATION REPORT Page 1 of 3 Wisconsin Department of Commerce A.C.E. Sal & 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 dimemsions, north arrow, and location and distance to nearest road. 10-1078-20-000 Please print all information. R B _ Dane ac Law, s. 15.04 (1) (m)). r ~'Y oS" Personal information you provide may be s o Property Owner Property Location 16 W Anna G. Lundeen Govt. Lot SW 1/4 SW 1/4 S 32 T 30 N R Lot # Block # Subd. Name or CSM# ~QT Property Owner's Mailing Address - r1 200 1 Proposed CSM 1217 220th Street City Stat Zip city _j Village e Tam Nearest Road ZONII twwy Emerald Co. Hwy. "DD" Baldwin I W 3 Code derived design flow rate 450 GPD 1 New Construction Use: Residential / Number of bedrooms I Replacement Public or commercial - Describe: Parent material Glacial Till Flood plain elevatio1 if applicable na C Syy-) General comments and recommendations: Install mound system at elev. 103.42 at 20" above 101.75' contour. ; ev j j Boring # A Boring 48" in. Sal Application Rate 118 pit Ground Surface elev. 102.05 ft. Depth to limiting factor GPD Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-10 10yr3/3 none sil 2fcr mvfr as 2f,1m 0.5 0.8 none sil 2fsbk mvfr cs 2f 0.5 0.8 2 10-20 10yr5l4 if 0.5 0.9 3 20-32 7.5yr4/4 none sl 2msbk mfr- gw 1f 0.4 0.6 4 32-48 7.5yr4/4 none gr.sl 1csbk mfr gw - 0.4 0.6 5 48-60 7.5yr4l4 f2f 7.5yr5/8 gr. sl 1 csbk mfr g`N _ - 0.4 0.6 6 60-75 7.5yr4/4 f3p 7.5yr5/8 gr. sl 1csbk mfr E Boring # Boring 20° in. Sal Application Rate Pit Ground Surface elev. 101.35 ft. Depth to limiting factor - GP Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-9 10yr3/3 none sil 2fcr mvfr as 2f,1m 0.5 0.8 2 9-12 10yr5/4 none sil 2fsbk mvfr cs 2f 0.5 0.8 3 12-20 7.5yr4/4 none sl 2msbk mvfr gw 1f 0.5 0.9 - 4 20-42 7.5yr4/4 f2d 7.5yr5/8 sl 1 csbk mvfr aw 1 f 0.4 0.6 5 42-72 7.5yr4/4 m3p 7.5yr5/8 scl 1 csbk rnfi 0.2 0.3 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 150 mg/L * Effl #2 = BOD5 < 30 mg/L and TSS <_~0 mg/L CST Number CST Name (Please Print) Sign 3602 James K. Thompson Address A.C.E. Sal & Site Evaluations Dat Evaluation Conducted Telephone Number 12/19/02 715-248-7767 340 Paulson Lake Lane, Osceola, WI 54020 NNW V 1078-20-000 Page 2 of 3 ' pry owner Anna G. Lundeen Parcel ID # 010-" aef.'~/6o9 Boring # - l Boring Pit Ground Surface elev. 100.65 _ ft. Depth to limiting factor 16" in. Sal Application Rate ✓_j *Eff#1 *Eff#2 Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots : sil 2fcr mvfr as 2f,1m 0.5 0.8 1 0-11 10yr3/3 none 2 11-16 10yr5/4 none sil 2fsbk mvfr cs 2f 0.5 0.8 sil 1 msbk mvfr gw 1 f 0.2 0.3 3 16-22 10yr5/4 f2f 7.5yr5/8 sl 2msbk mvfr aw if 0.5 O.g 4 22-36 7.5yr4/4 m2d 7.5yr5/8 scl 1 csbk mfi - - 0.2 0.3 5 36-61 7.5yr4/4 m3p 7.5yr5/8 Boring # Boring ft. Depth to limiting factor in. Sal Application Rate Pit Ground Surface elev. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 ❑ Boring # Boring ft. Depth to limiting factor in. Soil Application Rate r~ pd Ground Surface elev. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E1 *Eff#2 * < 30 mg/L and TSS <_30 mg/L * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mglL Effluent #2 = BODe - The Department aterial in an alternate forma D1 alty contact the d peartment atp608-266 3151 or TTY 60 g 64 87'77 cervices or need d ~v Q Roy *~/cog E e a//t / U C v~ f'i" /`c ba,^, ~ SStc..vted ■ Sor ~ e✓a/uafiar7 e I e v /C.». 60., C N sCQ~e: ~ s .n o s 0 gr ■ Y ~ s non - nav;ge~C we.~ I a,. ~vd/ ■ \ B 3 `~'o 3. 'o ti Ile, i~• B. : Top of -o jron /ot StGt~'~. J = 98.5i~, 9 -le 4 r' 3S0 h b d ,c -u ~s8'= .t 1610 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Sal & Site Evaluations 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 pant (BM), direction and parcel I.D. percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. 010-1078-20-000 J~-Q~ fob Please print all information. R ( B Date Personal information you provide may be used or s Law, s. 15.04 (1) (m)). 03~ Property Owner L.1 V 1= U PPrterty Location Anna G. Lundeen Go .Lot SW 1/4 SW 1/4 S 32 T 30 N R 16 W Property Owner's Mailing Address' 7 2002 L # Block # Subd. Name or CSM# ~Q f , 1 1217 220th Street 2 Proposed CS City State Zi C ZO MOKNTY .J City _jVillage 0 Town Nearest Road - Baldwin WI 5 F 7 Emerald Co. Hwy. "DD" New Construction Use: vj Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD J Replacement J Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable na General comments and recommendations: Install mound system at elev. 108.16' at 14" above 107.00' contour. M Baring Boring 22" in. Soil Application Rate pit Ground Surface elm. 107.05 _ ft. Depth to limiting factor Horizon Depth Dominant Color I I Redox Description Texture Structure Consistence Boundary Roots *Eff# 1 PD/ff*E 2f,lm 0.5 0.8 1 0-9 10yr3/3 none sit 2fcr ,,7#as 2 9-15 10yr5/4 none sit 2fsbk 2f 0.5 0.8 3 15-22 7.5yr4/6 none sl 2msbk mvfr 1 f 0.5 0.9 4 22-36 7.5yr4/6 f2f7.5yr5/8 sl 2msbk mvfr aw if 0.5 0.9 5 36-55 7.5yr4/4 m2d 7.5yr5/8 scl 1 csbk mfi - - 0.2 0.3 Boring Boring 36" in. Sal Application Rate Pit Ground Surface elev. 106.95 ft. Depth to limiting factor Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 PDIft*Eff#2 1 0-10 10yr3/3 none sil 2fcr mvfr as 2f,1m 0.5 0.8 2 10-15 10yr5/4 none sl 2fsbk mvfr cs 2f 0.5 0.8 3 15-36 7.5yr4/6 none sl 2msbk mfr cw 1 f 0.5 0.9 4 36-56 7.5yr4/4 f39 d7.1 yrr55//8/ & st 1 csbk mvfr aw 1 f 0.4 0.6 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS > < 150 mg/L = 60D5< 30 mg/L and TSS <-30 mg/L CST Name (Please Print) Signat CST Number James K. Thompson 3602 Address A.C.E. Sal & Site Evaluations Date valuation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 12/19/02 715-248-7767 Property owner Anna G. Lundeen Parcel ID # 010-1078-20-000 Page 2 of 3 a Boring # A Boring Pit Ground Surface elev. 104.35 ft. Depth to limiting factor 24" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f 2 *Eff#1 *Eff#2 1 0-10 10yr3/3 none sil 2fcr mvfr as 2f,1m 0.5 0.8 2 10-14 10yr5/4 none sil 2fsbk mvfr cs 2f 0.5 0.8 3 14-24 7.5yr4/6 none sl 2msbk mvfr gw 1f 0.5 0.9 4 24-36 7.5yr4/6 f2d 7.5yr5/8 sl 2msbk mfr aw if 0.5 0.9 m2d 7.5yr5/8 & 5 36-62 7.5yr4/4 f2d 10yr6/2 scl 1 csbk mfi - - 0.2 0.3 F-1 Boring # Boring i Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 F-1 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 *Eff#1 *Eff#2 " Effluent #1 = BOD ? 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. 0 ench Manx op o{ /1 I'/c6a~ ~SSu.me~! eleU=l~•~' f'cnce~0os~• El~k`= 9~107,~ /y3 r'- /0 .O'Con a~ 11 ~rl @✓~L(RTJ0~7 83 A6 ~O 7~O .Z SB's Co. ycvy, v P~ . 3 OWC3 Parcel 010-1078-20-000 02i12i2008 08:18 AM PAGE 10F1 Alt. Parcel 32.30.16.475A 010 - TOWN OF EMERALD 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 - LUNDEEN, ANNA G ANNA G LUNDEEN 1217 220TH AVE BALDWIN WI 54002 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description 1217 220TH AVE SC 0231 BALDWIN-WOODVILLE AREA SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 37.588 Plat: N/A-NOT AVAILABLE SEC 32 T30N R16W SW SW EXC PT TO CSM Block/Condo Bldg: 9/2669 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 32-30N-16W Notes: Parcel History: Date Doc # Vol/Page Type 07/23/1997 1224/261 TI 07/23/1997 1158/361 WD 07/23/1997 962/629 2008 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 10/19/2004 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 25.000 3,800 0 3,800 NO UNDEVELOPED G5 10.588 10,500 0 10,500 NO OTHER G7 2.000 10,000 115,200 125,200 NO Totals for 2008: General Property 37.588 24,300 115,200 139,500 Woodland 0.000 0 0 Totals for 2007: General Property 37.588 24,300 115,200 139,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch 206 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 e5~cl Z/0 a 7~^yy ,'//J l't`.S lv 5~~ S FILED ' I~~q ~Le e~ ~ ti AUG 2 5 19930- 0 JAMES O'CONNELL 04408 cr_zl Register of Deeds WI CERTIFIED SURVEY MAP MARION AND SUSAN OE.JONG Part of the Southwest 114 of= the Southwest 1/4 of Section Township 30 North, Range IS West, Town of Emerald, St. Croix County, Wisconsin. W 114 COR. SEC, 32, Indicates 1" x 2^" iron p1I,-e Wei.~hin? 1 . 1 r30N R/6W, (l' IRON \ PIPE) lbs./lin. Ft. set. hPPROVED I Owner's Address: I ? 330 Hillside Circle Baldwin, WI ';4002 An 2, 5,.~y 3 n I UNPLArrED LANDS I - q to N CROOC COUNTY rA I h °v r, r+iilrrsive Ptanning O Z Zordugi and to (A[ Q N I N 86 24" E X97.7/ yCbXtrnittee JI 364.71 133, 33 I ROAD sr r8ACK - '7V,nSf.racorded - I N co thRT 3D8Y 3eO f I O L/NE ` h 3i dal LOT N I roV at shaM b e L/00, I O ,q & IZI M 2, 412 ACRES r v oid O, ~ ; IAj, 063 so: Fr. - - N ~ J D a b I M a 4 ACRES EXC. ROAD N Lu Q Q INI h 77, 715 so. Fr. JI N /001 M N ° I J ^ N 90° 00100" W 382.38' J 6 Z ° o C. r H. DO n h S LINE SW 114 O - M 4/9.29' 2209.49' SW COR. SEC. 32,r30 , m N 90. 00' 00 W 2628.76' S 11/44 'LCO-R.SEC. 32, R16W,l000N7Y SURVEYOR'S MON.1M 730 N, R/6 W, (R/R SPIKE) I UNPLArrED LANDS I ,`~µ11111Ul~y~ O t s x ' LA471 This instrument drafted by wS 3 Y o James 0. Filkins RIVER FALLS, ? °p WISC. Q• ~~''•9F0 LAND ~ o•'~• x Dated: 8-4_1993 ~~~~1/~1~~►~~~ m W Laurence W. Murphy Registered Land Surveyor y y c c Vol. 9 Page 2669 m 3 t✓ertified Survey Maps to St. Croix County, Wisconsin. SFEET 1 OF 2 a o ~ SCALE l" _ /00' 0 25" 30' /00' /d0' 200' 300'