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Home My WebLink About002-1043-70-100 LDEF ~ 1f)~5 1950 Wisconsin Department of Commerce SOIL EVALUATI XCOUNTY page 1 of 4 Division of Safety and Buildings i a a om Wis. Adm. Code ` A.C.E. Soil & Site Evaluations County Attach complete site plan on paper riot less than es in s n must St. Cinclude, but not limited to: vertical and horizontal reference direction and parcel I.D. percent slope, scale or dmemsions, north arrow, and bcetion an to nearest road. ;002-I04;:4W- Pleas e print all information. Rev' y Dat Personal information you provide may be used for secondary purposes (Privacy Lew, s. 15.04 (1) (m)). A C, Property Owner. Property Location Ernest Yeboah SE 1/4 NE S 19 T 29 N R 16 W Property Owner's Mailing Address Lot Block # Subd. Name Zy 1004 West Lafond Ave. Vol CSM g. 4827 7 City State Zip Code Phone Number ity J ~Ilage 1/ Town Nearest Road Saint Paul MN 55104 651-775-6957 Baldwin .684 220Th Street ✓J New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Glacial till Flood plain elevation, if applicable na General comments and recommendations: Soil suitable for mound with 20" of sand fill placed on 103.00' contour. a Boring # Boring ✓ Pit Ground Surface elev. 102.88 ft. Depth to limiting factor 24° in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots E PD/f? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-10 10yr3/3 none I 2fsbk ds cs 7TO_#l 6 0.8 2 10-18 10yr4/4 none sl 2f&msbk dsh cs 0.6 1.0 3 18-24 10yr4/6 none scl 2fsbk dh cw 0.4 0.6 4 24-35 10yr4/6 f2f 7.5yr4/6 scl 1 msbk dh - - 0.2 0.3 2] Boring # Boring om Pit Ground Surface elev. 102.95 ft. Depth to limiting factor 24" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots rtE 1 PD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-12 10yr3/3 none I 2fsbk ds es 2fm 0.6 0.8 2 12-18 10yr4/4 none sl 2f&msbk dsh cs 1fm 0.6 1.0 3 18-24 10yr4/6 none scl 2fsbk dh cw 1fm 0.4 0.6 4 24-31 10yr4/6 f2f 7.5yr4/6 sell 1 msbk dh - - 0.2 0.3 Effluent #1 = BOD 5> 30 < 220 mg/L an TSS >30 < 150 m nt #2 = BCD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number James K. Thompson d - 3602 Address A.C.E. Soil & Site Evaluations k77T Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceo 154020 9222005 715-248-7767 Property Owner Ernest Yeboah Parcel ID # 002-1043-70-100 Page 2 of 4 3 1 Boring # Boring Pit Ground Surface elev. 100.86 ft. Depth to limiting factor 16" in. Soil Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr32 none sil 2fsbk ds cs 2fm 0.6 0.8 2 8-16 10yr4/4 none sl 2fsbk ds cs 1fm 0.6 1.0 3 16-23 10yr4/6 f2f 7.5yr5/8 sl 1fsbk mfr cw 1fm 0.4 0.7 4 23-35 10yr4/6 c2d 7.5yr4/6 ffs 1 msbk mvfr - - 0.2 0.3 a Boring # Boring ✓ !/f Pit Ground Surface elev. 101.15 ft. Depth to limiting factor 17" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDffi! in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/2 none sil 2fsbk ds cs 2fm 0.6 0.8 2 8-17 10yr4/4 none sl 2fsbk ds cs 1fm 0.6 1.0 3 17-28 10yr4/6 f2f 7.5yr5/8 scl 2fsbk mfr - 1fm 0.4 0.6 F -sl Boring # J Boring i/ Pit Ground Surface elev. 102.65 ft. Depth to limiting factor <9" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 *Eff#2 1 0-9 10yr32 none sil 2fsbk mvfr cs 2fm 0.6 0.8 2 9-17 10yr5/4 mld 7.5yr5/8 sil 2fsbk ds cw 1fm 0.6 1.0 3 17-32 10yr4/6 f2f 7.5yr5/8 sl 1 msbk dsh - 1fm 0.4 0.7 Soils at this location are unsuitable for POWTS with standard approvals. 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. PROPERTY OWNER: ErnestYeboah SOIL AND SITE EVALUATION 1950 Page .3 of 4 PARCEL LD.# 002-1043-70-100 A.C.E. Soil & Site Evaluations REPORT MEMO South lot line has been specifically located as of 11/30/05. Tested area begins 26' north of lot line. Soils approx. 146' north of lot line become unsuitable for standard POWTS approval. Mound system should be designed and installed as close to the south lot line as possible, with linear loading rate not to exceed 6.0 GPD. ~o 0 A A 5~5tr .f Ccnft A n 3 ~ ~t y3 ~ n U a o I "PIZ - I illlll I~III `''!I Illll I!!I! !I!I 1111111111111 4 5 8 916458 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI CERTI FI EMIS V RVEY MAP RECEIVED FOR RECORD LOCATED IN PART OF THE SE1/4 OF THE NE1/4 OF SECTION 05/21/2010 11:45AM 19, T29N, RI OW, TOWN OF BALDWIN, ST. CROIX COUNTY, CERTIFIED SLRVEY MAP WISCONSIN; BEING LOT 1 OF CERTIFIED SURVEY MAP VOL. 24 PAGE: 5706 RECORDED IN VOL. 15, PG. 4133 AND LOT 2 OF CERTIFIED REC FEE: 13.00 SURVEY MAP RECORDED IN VOL. 18, PG. 4827. PAGES: 2 X m O • n 3 n x THIS INSTRUMENT DRAFTED BY EDWIN FLANUM w o QL O JOB NO. 10-11 DWG. CSM2 DATE 3-08-10 0. o Z 4 a s f O~•i r ox o ^ N ~ O ~ ~ og 37 m 21 ~ 3] Y/ rn v GZ7 55 z . z c m BEARINGS ARE REFERENCED TO THE EAST CL 5Z W D m m z m z m n 3 n Z LINE OF THE NE1/4 OF SECTION 19, 42 zo 0 BEARING N00°02'52"W. (ST. CROIX COUNTY n + Z I 9 N ~0. y z po p T O COORDINATE SYSTEM) m C Oc `Lm zm (y~~'°~0~ DT~mOS~ :rt O p 2A1 TA1 Z O > r W Z cJ ~o O - }IS nmi m O-'M N Cc: m~ Z m Cam z m mho m i y co x o" O Z Zz ;R T ~7 •77 CD 0 v c2 O $ R O S1 'So' A o UNPLATTED LANDS N p -X °04' 2"E 42. X 1✓ o a WEST LINE OF THE E7/2 OF THE NE1/4 -J 45.0 DD Z mo 1 is m~Og~ Q I+ ~mZ X O Q x -n Q r ~ \ I C.T N° y n O p p X C O -0 co Q o 98,'U. Z05 ~ iO [4ccnn m ~.N ~ 2 i,►lJi~. ~ D~ A i ~ cZ7 m m~a m i m o~:c, Z pz DDln Cb -V n ° m V Ooz IC I~ w Ia zO Xp . fy f- O A y 42.0_-.~ I .a in PQ 3 -10 &3;r- y 00 CL c) L \ ~ i Clj DD v 00 W 90 3 m o` w O g I IIfIINII{{tU~~O`,\`A I - i 'W 575 - - N00°02'52.00' O m m O _O tl7 n C2 ~ a v I~ 9x CD m I o m n " n r 0 y w~ m m Q I~ P. n C O co m O N D z WCK2 v 57) p O r ~ w ` ^ ~ W Ya~s15~ f F o`er m c, own* z o......... 00°02'52"W $993.69' N `l; I A 418.69' 575.00' m 4 575.00' rn °02 52°W 1639.25' t C-4 N0002*52 %V 995.0a EAST LINE OF THE NE1/4 220TH STREET p~_ o ..a m a - 2 C"n M II z N O ~ D DRof SHEET 1 OF 2 SHEETS Vol. 24 Page 5706 Parcel 002-1043-70-100 03/26/2007 04:05 PM PAGE 1 OF 1 Alt. Parcel 19.29.16.279C 002 - TOWN OF BALDWIN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 08/31/2004 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - YEBOAH, ERNEST A & ERNESTINA A ERNEST A & ERNESTINA A YEBOAH 1763 96TH AVE HAMMOND WI 54015 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 854 220TH ST SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 19.330 Plat: 4827-CSM 18-4827 002-04 SEC 19 T29N R16W S10A OF SE NE CSM Block/Condo Bldg: LOT 02 18-4827 LOT 2 (19.33 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 19-29N-16W Notes: Parcel History: Date Doc # Vol/Page Type 09/28/2004 775462 2664/166 WD 08/31/2004 773080 18/4827 CSM 12/07/2001 664454 1784/266 WD 07/23/1997 896/595 2007 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 10/25/2006 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 14.500 2,400 0 2,400 NO UNDEVELOPED G5 4.830 6,800 0 6,800 NO Totals for 2007: General Property 19.330 9,200 0 9,200 Woodland 0.000 0 0 Totals for 2006: General Property 19.330 9,200 0 9,200 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 wiswnsir,DenartmentofCommerce SOIL AND SITE EVALUATION Page 1 of 3 • DiGisitin of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must FIR# include, but not limited to: vertical and horizontal reference point (BM) direction and St Croix percent slope, scale or dimensions, north arrow, and location and dustance to nearest road. AP PLICANT INFORMATION - Please pri akirmatron. Date 7v 77., QC, Personal information you provide may be used for second purposes Pri cy Law, s. 15.04 (4) (m)). 17/ (1 d- Property Owner r ,,E Pr ocation v 5Go Lo - 1/4 N9€ 1/4 S 19 T 29 N,R 16 W anon Dy ouse P - Lot # Block # Subd. Name or CSM f p 1 Property Owners Mailing Address ; IAoi ---A ~ A-d-- 858 220th Street Nearest RCity State Zip Co(Id"„F.honeNum*) village Town 5400 5-6 Baldwin 220Th Street Baldwin WI ] New Construction Use: N Residential l Number of bedrooms; ❑Addition to existing building Replacement D Public or commereial.describe 3 - e 9polft2 YSo 3 ✓ Code Derived daily flow 9Pd _ Recommended design loading rate 0- gpolft2 . f Basal area required bed, ft2 ttre~nch, ftZ Maximum design loading rate -8 -bed, gpd/fV 3 h, gpolft Recommended infiltration surface elevation(s) 104.5' at 12" above 103.50' contour. ft (as referred to site plan benchmark) G Additional design I site considerations NA ft Parent material Glacial Till Flood lain elevation, if a licable S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill I Holding Tank) U=Unsuitable for system I ❑ S N U M S❑ U ❑ S U ❑ S M U ❑ S U El SOIL DESCRIPTION REPORT Structure GPDIftz g Horizon Depth Dominant Color Borin # in. Munsell Qu. Sz. Cont. Mottles Color Texture Gr. Sz. Sh. CBoundary Roots Bed Trench 1 0-9 10yr3/3 None sl fc mvfr as 2f 0.5 0.6 1 2 9-15 7.5yr4/6 None sl 2fsbk - mfr cs 2f 0.5_ 0.6 - Ground 3 15-27 10yr4/6 None sl 2msbk - mfi cw- if 0.5 - 0.6 elev - -sue 104.28 ft 4 27-42 7.5yr4/6 None sl 1 csbk 1 f 0.4 0.5 Depth to - limiting factor >42" Remarks: Z 1 0-7 10yr3/2 None sl 2fcr mvfr as 2f 0.5 0.6 2 7-25 7.5yr4/6 None A 2fsbk mfr cs 2f 0.5 0.6 Ground 3 25_27 10yr5/4 None sil 2msbk dh cw if 0.5 0.6 elev 99.85' ft 4 27-40 10yr5/4 f2f7.5yr4/4 sil 2fsbk dh cw - = 0.5_ _0.6 _ - ~ Depth to 5 40-51 10yr6/4 m2d7.5yr5/8 sicl Om dh N.P. 0.2 limiting factor - - - 27" Remarks: Telephone No. 715-248-7767 _ CST Name (Pleas:K.Thhompsonn Si ture: James CST NumbeRef# dress A.C.ESite Evalu ons 12/6/99 3602 1138 Ad 340 PLake Osceola, WI 54020 PROPERTY OWNER: Don & Sharon Dykhouse SOIL DESCRIPTION REPORT i 138 Page _ 2 of -3 . 1 - A.C.E. Soil & Site Evaluations ` Depth Dominant Color Mottles Texture Structure nsistence Boundary Roots GPDlftz Horizon in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench . ~o I 3 1 0-9 10yr3/2 None sl fcr - - mvfr as 2f - 0.5 j 0.6 2 9-20 10yr5/4 None sil lthinpl mfr cs 2f N.P. - 0.3 Ground elev 3 20-27 7.5yr4/4 None sl 2msbk -A cw if 0.5 0.6_ 101.51 ft 4 27-30 7.5yr4/4 M7.5yr4/4 sl 1csbk dh cw - 0.4 0.5 Depth to 5 30-36 5yr4/4 m2d7.5yr5/8 sl Om dh - gw - 0.3- 0.4 limiting factor 6 36-55 5yr4/4 m2d7.5yr5/8 scl Om dh - - N.P 0-2- - - 27" Remarks: Ground elev - Depth to limiting _ - - ---r- factor Remarks: - - - - Ground elev - - - Depth to limiting factor Remarks: Ground elev - - - Depth to limiting - - - - - factor Remarks: - ~ca D CA 3 Q A N ~ w II k ti o ~ _ o ■ IA ■ w y ~ ~ a N c' - O P J F m aU F ~ ~ o b 4 r` u l~ LA N