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Home My WebLink About022-1050-70-200 (2) Wisconsin Department of Safety ark Professional Services Division of Industry Serve 4 exV1 SOIL EVALUATION REPORT Page 1 of 3 v in accordance with SPS 383,Wis. Adm. Code County ST.CROIX Attach complet plan on TVt less han 8 112 x 11 inches in size.Plan must include,but not lim on reference point(BM),direction and Parcel I.D. 022- 1050-70-200 percent slop' ,north arrow,and location and distance to nearest road. ptAMV Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). i '` t •YL T` / Property Owner Property Location ■ KEN&SUE BARTOS Govt.Lot ----SE 1/4 NE 1/4 S 18 T 28 N R 18 E(or)❑W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# P.O.BOX 772 1 -- CSM 16/4423 City State Zip Code Phone Number ity El Village ■ Town Nearest Road Hudson, WI 1 54016 ( 330) 524-5196 Vorwald Street New Construction UseE) Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial-Describe: Parent material loess over till Flood Plain elevation if applicable }�(A ft. General comments Mound System-- 1.0 ft.sand fill--0.40 loading rate and recommendations: ----------- ( Property Address: 370 Vorwald Street l_Lip; �s:`:a..•. �' .1�✓. �t'L� ^^Y�. °j,^;.•� r:.��, �°.yl. E.0 � .✓ i�-'�.;�. Boring# Boring QPit Ground surface elev. 101.92 ft. Depth to limiting factor 20 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 0-10 10YR2/2 1 2f-ma&sbk mvfr as 2vf-m 0.6 0.8 2 10-20 10YR3/4 - sicl 2fabk mfr as 2vf-f 0.4 0.6 3 - 20-26 10YR3/6 c2f 1oYR6/2&IOYR6/2 sl Om mfi -- lvf-f 0.2 0.6 F 2] Boring# Boring 96.82 32 • pit Ground surface elev. ft. Depth to limiting factor in. 11 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 10YR2/2 sil 2fabk mvfr gw 2vf-co 0.6 0.8 2 18-24 10YR4/4 A 2f-mabk mfr cam' 2vf-co 0.6 0.8 3 24-32 10YR4/4 sicl 2fabk dsh gi 2vf-f 0.4 0.6 32-till/ rk/clay *Effluent#1=BOD >30:<220 mg/L and TSS>30:s 150 mg/L *Effluent =BOD5<30 mg/L and TSS<30 mg/L CST Name(Please Print) Sign CST Number MARY JO HUPPERT/Hollister's Soil Testing&Desi 224832 Address Date Evaluation 0onducted Telephone Number W9875 690th Avenue,River Falls,WI 54022 09-01 - 14 715-426-1775 SBD-8330(R07/13) e► Property Owner BARTOS,Ken&Sue Parcel ID# 022- 1050-70-200 Page 2 of 3 3 Boring Boring g El Pit Ground surface elev. 101.17 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 0-8 10YR2/2 -- 1 2f-mabk mvfr as 3vf-m 0.6 0.8 2 8-16 10YR4/4 -- sil 2fabk mfr cs 2vf-m 0.6 0.8 3 16-30 IOYR3/4 -- sil 2fabk dsh ci 2vf-f 0.6 0.8 30-till I I a Boring# Boring 99.80 • Pit Ground surface elev. ft. Depth to limiting factor 24 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 0-8 10YR2/2 -- 1 2f-ma&sbk mvfr cs 3vf-m 0.6 0.8 2 8-18 1 YR3/3 sil 2fabk mfr cs 2vf-m 0.6 0.8 3 18-24 10YR3/4 -- sil 2fabk dsh ci 2vf-f 0.6 0.8 24-till rk/clay F—I 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=BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L SBD8330(807/13) �FY^' P.iTI.." (F 4.d 4 ..•"...:1.s i 4 r.. J 1., c.. r�v... •w. '- �. °.^ /�i[t 11../S t SY. KtNN�C.�tiNU+:tr. ��.�x C� N�,c, ��ls.Ct�a1S�n1� Z•�OY:,� ��'=��=-y -- - _ North _ spy �,��.�"� `�� • '1 q0 awl LAAs e-r.K. SS �. ;\ �► �fl ��c-roc �.. Elm �u D .CI Z'. 'yl 1 Apo � � X01 T • � 4 � c Q $ . o u Site Locado LOW N N OF 3 6 44,(s ar,~ I/23/0 Z tMsco;sin Departmenl of Commerce SOIL EVALUATION REPORT page / of z )ivision of Safely and Buildings In accordance with Comm 85, Wis. Adm. Code Attach cornplete site plan on County - ST• G/Po~~ X p paper not less than 8 112 x t t Inches In size. Plan must Include, bul tint 1hn11ed lo: 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. p 2 Z • /D,SQ '7~ . /'lease prlnf all 106"naflon. R ewed b bate Persornl Informn110n yotr provide may be used for secondary ptaposes (Privacy Law, s. 15.04 (1) Properly r ~ r R T.Z. ~ GT Property Location lion ~ e . a7G 20 Govt. Lot C 114 G 114 S/16 TZ N l E (or) W Properly r s Mailing Address Lot -N Block 1Y S d. Name or CS CS a Z ° G %vE'Sfock ~X ~N~E / M 1G Cily Stale Zip Code Phone Number ~p City d village Town :5 : vL AN. 556 7S ( 715) 38(o•S~4- KC NAllc.A'%vvi c 4,y, y~cZ New Construction Use: Residenllal / Number of bedrooms Code derived design now rate ~O " (p D•b GPO Replacement Public or commercial - Describe: Parent material Flood Plain elevation If applicable p- ;VP , General comments and recommendations: PER C01~~yy-7 ` (et) b 1 SiT~s 7--^-57&,* `1/t'1 . D rr . ,3 ~ CZ) f y.# ?Ole ~/~-rte/.v % /VovWo sys78--- -r 2rs1v&- DDi Tj o cJ~F L a-l " ) ,4 A00 e,01?&D S/f,vo Ul Boring b U Boring ✓`•ss Pit Ground surface elev. 0. Depth to iimlllng factor in. licati D/H~ Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soh A GP In. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. 'Effl11 1092 / 0.5 /0yie 1/3 L 2-,w ShK 5 ~s . S .6 oZ 5-16 iYR 3/3 s Cs 2 . y . 3 AD • IS /9 Ye YN - 511- 2-f ,5hX 417 CS . s . s ff f )61 11 s•~ Yle Y/& .S Sic, /shy fiP 4U - z -3 S o c.2 pro rS GG /7~s6 4M v~l 2.. • 3 s yip yid Boring 0 L] Boring r Z / ~,n Pit Grorlnd surface elev. J (f/ Depth to limiting factor 2 In. I lo►izon beplh Dominant Color Redox Desatplion Texture Structure Consistence Boundary Roots SON ~GPdm Rate In. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. 'Entf1 'Efff/2 / o ioyle 313 G .f~sb~ s ~s 3 f 2 8•l7 Z Z sor 6 es zf •s 3 l7 • LS 10 R S/L 2 J- 4A- i C•S S So ~o R . CZA hors CG `)csh't . Effluent ft = 13003 > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOOS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature lil.iiii, 11:11, CST Number Address Dale Evaluation Conducted Telephone Number 7U /if d4,: 3 a3,,~C 7!S• 3gw•8i$S Ulbricht & Associates Private Sewage Consultants Zdd Z 655 O'Neil Rd. Hudson, Wis. 54016 For Issuance of pemft and designing Conhlct: Ulbricht & Associates Registered private wastewater consultant and phlniber8 655 UNeN Road Hudson, M 54016 715.316.8185 or 715-772-3442 ORIGINAL 1~--.,~ ~ PEiV0/N l~S r A ~ r. Z°'`/ - , G,NERrz Properly Owner QZ Z - / ESQ ' v" " 2 3 r' Parcel it) 0 L3~ I (luring Of u noting Page of pit 'Ground surface elev. 9_1o (110 Depth to limiting factor 140 Sss In. 1 lodzon Depth Uornl,aanl Color Redox Uescripllon Texture Structure Consistence Boundary Roots WI Application note in. MunseO qu. Sz. Cont. Color GPU/fl Gr. Sz. Sit. •Effl11 •EffIT2 313 1 D-i.Q ~a f R L shy/~/ As cs Z f . y S/L Z-Fs h/C .1►.r f%r? cf 11Z s . g 3 S noting o noting Pit Ground surface elhv.- IL Depth Io lirniling lackv In. 1 lorizon Depth Dominant Color Redox Uescri lion Soil Application Rate P Texlure Structure Consislence Boundary Roots Gpp/nr in, Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •EftMi •Elfi12 r r ' noting pit Ground surface elev. fl. Depth to limiting fact In. Horizon Uepih Uominanl Color Redox Description Soil Appiicallon Rate In Texlure Situ a Consistence Boundary Roots GPb/I!' Munsell Qu. Sz. Coml. Color r. Sz. Sh. .Ei"l 'Efli12 ELIE Effluent #1 = PODS > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent If2 = BODr < 30 mg/l. and TSS < 30 _ rrtgn- The Ueparlmcrrt of ('rnnmerce is an equal opportunity provider service r • need material in an altern a formal,please cont ct the depart en department 3151 or TY 608 2Gd-8777 services or SRhR~)p (R RMrrr ►a i • `I kAj y Io ~ a ~ N Z ~ W N o 0 ~ a ~ &',4 S T G o j Gi~i~ O o • Vl \ / V V 70 1 6a3 Es VOL 16 PAGE 4423 FE2 a KATHLEEN H. MALSH THIS`"INSTRUMF"'-t DRAFTED BY: WILLIAM KANE REGISTER OF DEEDS p JOB •N0: 1000-08 DATE: 08/27/2002 ST. CROIX CO., MI O • REVISED: 09/19/2002 RECEIVED FOR RECORD 12/10/2002 11:00AN I ~ Gmx1) F£`Z F~ 4.00 o o m o 0 f- o x r m 1- " m -a c c ci ~c > m OJ~Imig) w @UMIER3- m I i N o N O Z z Z v -i I z O Z Z'- ov ~ ~ 'z n v v ~ Z~ 0 1 IOi ry Z D N x w z D D p m WEST LINE OF THE I Stl I r o co m a►N ; CC v F rn mz v SE1/4 42 88'NE1/4 i o .16 N N D O v = O O zZ 02 I~ ;0 56 c x 00 Z r Z Z c g Z D m__ S00° '43"E 497.59' / ° rn ;u r' m Z o v v ;0 K o p 0 20 .00' 22 .88' c" m ~ • • Z mz •5 :5 ro ~O A '1 ~,D :5 a m m zc vm r iDi~ 72.71 83 ig D z O p mZ ~z m ICC9 fT1 ~ p O O I~i ° r I l ~o n LLS 1 1 _ m . Di~ r brm aZo .Wi iLI i g O O D m -n I 0 cn O ao I . I t/1 m N +i -1 o f 00 I a1 II 1~~j o ~ IF I z -1 ox N :t1 T c=fl Z I~luuu N -1 ~J oOO~'' 1 co) C ; " ~s I ,=0v M I ``11 N m Pj = v 0 I I DDr-mm m ~J Q coo ~ CA) iD..GJjVw Zccoilr*I m ~igv 66z Iu Ovz N m z 00 In O '*1 / 200.00 1 3.68° O g N N00035'43 381.681 rn • • 7 ° S00°364 "E 400.66' C 1 m O C o\ ~i 0.00' 200-66", \ .~~L~ Sin ;cI fZ'*I O N c.~zr~ w ~ O~ om $9 m ° D CD RWALD.STR x~ EET V m0 .~C7 ~ m n A i S0;31-4;Z--'1 O Z r1 0 v' m W I x O C 497.59' Z v yy 1~ y 1 D cn Z G~DiOZm O OO ' Z mm pl I~(m7 .j mz - u m~' ~1 I z° w 1 A ?m ri z i 0 Zm Q W 4 I w Z O 0 ° ppIw OD W OD z O 58.44 O °0 c 199.91' 241.78 v Z z c c a m f' N00-T6-18-'E 500.13' z m 85z ( n -441.69'- Z cmn U) z C 8 0 t p i MML5@nU-nT QF @.@.H. rN °D f- O c CZ z m m D ~ p I ~LI\1 V OL~,a Lr'~o L5L5V W \ 04 S00°3 924'E _f EAST LINE OF THE NE1 /4 S00°3 4 E 1311.47 1311.47 ro m i n ? S00°39'24"E 2622.94' 8 i o0 70 008 7D rrrr r o r ~-Iz 0000 ro APPROVED BY -1 -1 0 a o p .01 --1 r 0o A TOWN OF KINNICKINNIC r 0 DATE: 10 (n ;0 ° 0 p m M 0) rn -nl c co m o m z APPROVED ST. CROIX COUNTY N N N N S BEARINGS ARE REFERENCED TO THE Planninn 7nnino and Parks Committee 0 r y o -0 Z 00 Ln Ca rn (A m m , EAST LINE OF THE NE1/4 OF SECTION un Co j 18, ASSUMED TO BEAR S00'39'24"E DEC 10 2002 2) c II D N =v 11 not lewfu.u wuuul JU aays of O p 8 Q SHEET 1 at9Rval u,,xp~fp "be (Zn Vol. 16 Page 4423 cl6dle! , Y Parcel 022-1050-70-200 02/29i2008 02:51 PAGE 1OF 1 Alt. Parcel 18.28.18.276A-20 022 - TOWN OF KINNICKINNIC 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 - HEGNA, TERESA & DUANE H TERESA & DUANE H HEGNA N8471 597TH ST RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description * 370 VORWALD ST SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 2.684 Plat: 4423-CSM 16-4423 SEC 18 T28N R18W SE NE LOT 1 CSM 16/4423 Block/Condo Bldg: LOT 01 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 18-28N-18W SE NE Notes: Parcel History: Date Doc # Vol/Page Type 10/26/2004 778153 2683/473 WD 05/27/2003 722886 2253/135 EZ-U 12/23/2002 703256 2088/361 WD 12/03/2002 700628 2066/185 WD 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/10/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.684 60,000 0 60,000 NO Totals for 2008: General Property 2.684 60,000 0 60,000 Woodland 0.000 0 0 Totals for 2007: General Property 2.684 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