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Home My WebLink About022-1035-30-050 rWisconsin Department of Comme OIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings 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. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 0'?" -16) 75 s 3 Please print all information. Revi by Date d Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). $ /5 (O /(s~ Property Owner FPhoneLumber Iv E D P perty Location ❑ ❑ GREGORY & GAIL GE G . Lot SW 1/4 NE 1/4 S 13 T 28 N R 18 E (or) W Property Owner's Mailing Address Lo # Block # Subd. Name or CSM# D1315 Elm Stre 2006 City State Zip Code TY ity Village ■ Town Nearest Road Pleasant Avenue Marshfield, MI 54449 ( 7~j CR441 W 7 Kinnickinuic j E] New Construction LlseE] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material outwash Flood Plain elevation if applicable NA ft. General comments Mound System 0.50 ft. sand fill 0.6 loading rate and recommendations: /il /L- 0( 4 To be designed by designer or installer. ~ L. ~ ~.:r..-~" ~.u. Ct..~~7'Z / Z;~ ~ C`t -~G~2.>i... i s 5' l• (~-S_ ~ ~2-,~ .Lzn , la Boring # Boring In Pit Ground surface elev. 98.80 ft. Depth to limiting factor 30 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 0-11 10YR2/2 - 1 3f-msbk ds cs 3vf-m 0.6 0.8 2 11-20 10YR3/6 - sl 2f-msbk ds as 2vf-m 0.6 0.8 3 20-30 7.5YR4/6 - Is lmsbk ds cs lvf-m 0.7 1.6 4 30-40 7.5YR4/6 f2f 10YR4/4 Is Om ml aw 0.5 1.0 5 40-45 10YR7/2 a m2d 10YR6/8 vfs 0m, mvfr 0 0.6 Horizons 2-5 have some gr. 64 IL - F2 Boring # Boring 98.00 30 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 GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-5 10YR3/2 I 3fabk ds cb 3vf-m 0.6 0.8 2 5-10 10YR3/2 1 2fabk ds as 2vf-m 0.6 0.8 3 10-20 10YR3/6 sl 2f-msbk dsh cs 2vf-f 0.6 1.0 4 t30- 0 7.5YR4/6 - is dl as lvf-f 0.7 1.6 5 5 7.5YR4/6 f2f 10YR4/6 Is Om mvfr 1.0 17/5 Z-Elfft?t Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:5 150 mg/L ' Effluent #2 = BOD < 30 mg& and TSS < 30 nVL CST Name (Please Print) Signature CST Number Ma Jo Hollister I kxtoe&'~ 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 06 - 12 - 06 (715) 426- 1775 s+ • r Property Owner GEISSINGER, Gregory & Gail Parcel ID # (Pending) Page 2 of 3 Boring (Ljyr(.) 31 Boring # ❑ Pit Ground surface elev. 98.90 ft Depth to limiting factor 35 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 0-4 10YR3/2 =w 1 3fgr ds cs 3vf-m 0.6 0.8 2 4-12 YR3/2 I ds as 2vf-m 0.6 0.8 3 12-35 7.5YR4/6 lcos Osg dl as 2vf-m 0.7 1.6 4 35-40 10YR3/6 c2f IOYR4/6 s Osg dl as lvf-f 0.7 1.6 TIN 5 40-44 10YR7/2 c2d IOYR6/8 vfs Om mvfr 0.6 Hon have some gr. Boring # Boring ~Q fL ~Q TG' Pit Ground surface elev. ft. Depth to limiting factor in. Soil liption Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *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/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/- 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. SM-8330Teg(R.07100) r Property Owneron~6~r, I" = 40, ft. Legal Description Lm-T , ocA-mb %Kr"E 5w'Jg or, (except where noted) N~~/~~, ~;rt~R\B w , TowN aF K~NN~cac~N~ LD = Backhoe pit T NOT '(~RSS'EA CRb~X co v..N'rY~v~~SCOwS~t3 North ~Fr.NC.E a iJ E - w oRTtk p\.~ 1 (~Op,,'l7 ' RI LL ~j-'C to j-V f? $ZGt8 go, `f ~i.. S ti t~ I QQ Z PcCQ. ~ Z 12- dF Opp 7 i a 1Np a~1'9 ~f off" I 5 ~ Q\ CT O Site Location: X c . s K' FRO °astD Sov.Yt-~ pl V Wisconsin Department of Commerce SOIL EVALUATION REPORT Page l of 3 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 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. (Pending) percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Re ' ed by Date Personal information you provide may be used for secondary pu . 15.04 (1) (m)). 4 /s Property Owner R roperty Location O GREGORY & GAIL ISSINGER ovt. Lot SW 1/4 NE 1/ S 13 T 28 N R 18 E(or)W ❑ )W Property Owner's Mailing Address AU G 0 2 ZOUb t # Block # Subd. Name or CSM# D1315 Elm S et 7 CSM pending city State Zip Code Ptfe t4MWCOUNTY riY Village Town Nearest Road Marshfield, MI 54449 ( 715 452 - 975 Pleasant Avenue Q New Construction Use[D Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material outwash Flood Plain elevation if applicable NA ft General comments Mound System 1.67 sand fill 0.6 loading rate and recommendations:( To be designed by designer or installer. ~DUhnl C~n~~l dP /mod WVee~, 135 d(l C ~ ~ -5 I~ O( / F-;] ng# ❑ Boring ~7n Lo 7- & Pit Ground surface elev. 101.00 ft. Depth to limiting factor 16 Q in. ~J Soil Application Rate Ho ' 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 ~y 1 0-3 10YR3/2 1 3fgr ds cb 3vf-m 0.6 0.8 2 3-11 10YR3/2 - 1 2fa&sbk ds as 2vf-m 0.6 0.8 3 11-16 10YR3/6 sil 2fabk mfr as lvf-m 0.6 0.8 4 16-20 10YR3/6 flf IOYR4/6 sil Ifabk mfr as Ivf-m 0.4c 0.6 5 20-24 10YR3/6 c2d IOYR5/6&IOYR6/1 sil Ifabk mfr as lvf-f 0.4c 0.6 6 24-33 7.5YR4/4 m2d 7.5YR5/6 sl Om mfr 0.2 0.6 5 Boring # ❑ Boring 100.00 19 ✓ Q 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 *Eff#2 1 0-3 10YR3/2 1 3fgr ds cb 3vf-m 0.6 0.8 2 3-10 10YR3/2 - 1 2fabk ds as 2vf-m 0.6 0.8 3 10-19 I0YR3/6 - sil 2fabk dsh as lvf-m 0.6 0.8 4 19-24 10YR3/6 flf 10YR3/4 sl Om dsh as lvf-m 0.2 0.6 5 24-31 7.5YR4/6 c2f 7.5YR4/4 Is Om ds as 1 of--f 0.5 1.0 6 31-40 7.5YR4/6 m2d 7.5YR5/6 is 0m mvfr as 0.5 1.0 Horizons 3-6 have some gr, Horizon 6 has some pockets of 3/6 s. * Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 150 mg& * Effluent #2 = BOD < 30 mg/- and TSS < 30 mg/l. CST Name (Please Print) gnature CST Number Ma Jo Hollister L l& Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 06 - 12 & 07 - 14 - 06 (715) 426 - 1775 r Property Owner GEISSINGER, Gregory (Lot 7) Parcel ID # (Pending) Page of 3 Boring ' Boring F] # ❑ Pit Ground surface elev. 99.00 ft. Depth to limiting factor 17 - 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 0-3 10YR3/2 1 3fsbk ds cs 3vf-m 0.6 0.8 2 3-12 10YR3/2 1 2fa&sbk ds as 2vf-m 0.6 0.8 3 12-17 IOYR3/4 sil 2fsbk ds as 2vf-m 0.6 0.8 4 17-19 10YR3/4 flf 10YR4/6 sil lfsbk ds lvf-f 0.4c 0.6 ❑ Boring # Boring a 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/If in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Bori ~ # Spit Boring 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 *Eff#2 * Effluent #1 = BOD > 30 220 L and TSS >30 < 150 m * Effluent #2 = BOD5< 30 /L and TSS < 30 ~ 5 ~ _ ~ _ m9 _ 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. S1313-8330Tea(R.07/00) r Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner GEtss\Ne-ER, &P sa oRi 4 GptL- 1"=44ft. Legal Description t-o-t L.acjk7to ,N xtAr- 5w /4 or (except where noted) tWe •,M"14,, srac• m,-fzgN, V,%4w, OF Y-WOMICKWANc, ~ =Backhoepit +AAMb 80 R4Nfp ST CRokX, Co tS, AnY} W~bfA►Js►N► North 0 JJ(fE. sA 'm miN6 v.SQD Foe L-Drt 7 - Lt 14 e.S Q or $SY 7RgLl5tt~ W -T\ME or- -Ila r. i tnlGRpu,.1D5 ►OONd" PS t"~ROP NORTH E i - Bs c j6,.oo I 0 Site Location: mac. ~3 RECElvty DEC 1 5 06 835897 VOL 21 PAGE 5284 KATHLEM H. M cRO1X COUNTY REGISTER OF DEEDS Sir. ST. CROIX Co.. CO MCORO RECEIVED IVED FOR RECORD SUWV0frS 10/04/2006 12:35PH CERTIFIED SURVEY HAP CERTIFIED SURVEY MAP CO YFFEE-. 17. EE: 5.000 PAGES: 4 Gregory and Gail Geissinger Located in the Southwest 1/4 of the Northeast 1/4 of Section 13, T 29'N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin, being part of Lot 2 of that Certified Survey Map recorded in Volume 15, Page 4054 of St. Croix County Certified Survey Maps. NORIMQUARTERCORN R ffi fIOB•SAMAUM B&.-IION R1H W Be>~eestw0p,, WL / B04z (Fo®d 1' Ime mo Pipe) ) B ~'Y4 54003 S 00 .12 0 w VARIAEJB WID 111 JOINT WALKWAY ' WIDE - DRIVEWAYYASEMUMP , n ~a, , 4647"W e42$ 6221~g'1$.~'ll!-I4Si/aL a 2992,~~~ nP_ ~wT l- l'i3'~ S+' ACRFS h v$, t~p• OR sq. FP. t'' y`78g' /j (~T} ~t~$,~I~ r' $ 224fi1o+-SQ.FE -29 2.96,34~8+-AGBE$~ r~3 a~ .qA f OR N 8~ + T 'V~1A 4P °zsq amder 9y`a } • a . 4 g ~ ~7$^ +-sQ.FfYS"E__~ _ l `g 92. }~3 1W& 3 89°19'16 S 450.00 /iF ' 9 'y~`~'► ' N ~R SRTBAQC UN1W yp.) t 37:3 Olt De..a,►. x4o paOd~ed 2~ ffi }4 - - odsz'N Qg(~' -.dos 'S9Cg~. 50 ' ~ v Is, ~9 fi a 2 FT. aR~ twrJAwar316ir } f ~ R/W) carnsp LOT Q ~•j y Q~ of d $ .s6 ° ~i~ l~~. ~ac *4 16.V Wwen'or°P,~= ; OR N 079- AL See171w.r t for WETLAND 26oi8' : / afar /b+ier [i ert ( ~a O ellaodDdinakianAaioL1CIYP•) ~o ~p Ly aaDeSoedby~ Grvjwft in= 1e, toc Repot Dated X _ O June i6 2006 S89°47'43 COUNrY L07'-4 lor-3 w88t'QUARTBRCORNIR , = trove ~e Bev. s 38CITON n,? ss N, R t8 w I oil r fun \ [Found Bembwu Atnmmum Cap) 9lO.1S' _ - \---3 --N WOW3$•• w 3679.71-- z68o:~' ;f ; - _ EAST'-wsSTQIIAR78RSS(.TIm11I.1N8 ~ ` ~ _ - C~T~_H. "J" tt 0 ItnassW 4- °~4~~ soviHQCrARrBx©oRNFR ---NfW08'3WW S316,s-/--- f/N~rr/~TT BAarQtrwRtp.RCOxrttsR SEMOONN I TTY) R 18 w p..,.. ~ ~j ou N 12.NWO N, R 13 W Indi~at 1"O.D x 18" Iron 1y. set N 'PrC +t~g. ox O (M&M- Wt. - 1-13 a-ftin. R.) • Found 1" Iran Pipe GWAW L. av fi8 "37<dbE6 guQ awming LOCK",aA W E • 1~a 71/rY XC ~w4"» ae per i.Rdtieaer(CST22g88z) , UP11 wM y, ""1 Sec21001 Cosner it(aetameat 5 • ~Y- 0 ("noted) • •D 9 X indicates Pence =10 200 aess0filrewaedtott°e]IloseU+9ae,lt4Awe areeion Jame 20, 2006 Seelba ss, osnaeed bpr6eY 8 oo is'Oew W. This tostntment Drafted by Mark W. Peavey ) Recorded SHEET 1 OF 4 1 of 4 , Vol 21 Page 5284 Parcel 022-1035-30-050 02/29/2008 11:10 AM PAGE 10F1 Alt. Parcel 13.28.18.195A-50 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 10/04/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - TRAUTMILLER, FREDERICK & CALLIE FREDERICK & CALLIE TRAUTMILLER 409 N LEWIS ST RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description ' 375 PLEASANT AVE SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 2.992 Plat: 5284-CSM 21-5284 022-06 SEC 13 T28N R18W PT SW NE FKA LOT 2 CSM Block/Condo Bldg: LOT 06 15/4054 BEING CSM 21-5284 LOT 6 (2.992 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 13-28N-18W SW NE Notes: Parcel History: Date Doc # Vol/Page Type 09/06/2007 859962 WD 10/04/2006 835898 AGREE 10/04/2006 835897 21/5284 CSM 07/23/1997 941/139 more... 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/07/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.992 60,000 0 60,000 NO Totals for 2008: General Property 2.992 60,000 0 60,000 Woodland 0.000 0 0 Totals for 2007: General Property 2.992 60,000 0 60,000 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