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HomeMy WebLinkAbout042-1084-40-025 m� g n z BEARINGS ARE REFERENCED TO THE NORTH-SOUTH 1/4 LINE SECTION 30, z ASSUMED TO BEAR N01°0920"W. ap�Q`tr�__CD dQG]®�_OM9Gv1C D xf OO 4NAM vl `^ PLn1LR1��1.� �LN V --------------------------------------------------- 80002663"E 973.39 _ — 310.13' 663.25' 10 Q i r Z N Z ®� "A� r� p N � m 8 \ C)OA V 8 1 0 vD m e141 0> CA o �/ � ;fir � � pW Om m W �fj (�' m r W oo ;� O ,p I N00°25'1 0"W 434.34 '>D 19 ' m r N 310.08' � �+ p w 0 w �� r -------- ---- \, id > m ' O �m v � " Ny2 ° r r �T fn —I— ------------- --- Z 8$bE N N01 '2m Z Z -� o 09 N 01°09'20°W _�— - m z ----� ----------- - 342.07' Ir�S01°09WE 1316.85 2601.2T cn Z i Z 00 o; s Eg z Z an N w 7 CON I N y I � W � m I a ` � @ Z i 1 f 1 N Q m �4 I Z Z n ❑ ❑ M b 3 0 I `" QN 0 z cl z m d d M i Z 0 V -1 -t z r d n 0 � � z z c �, cn 0 m ° z = � ri � � m cn ❑ r Z O \ D Z CZ11 0 �0 N U1 0 D O o m mn r S01°09'20"E 596.25' _—_ w Ln A '� m \� - -------------_---_----- Ul �; co W �j Z m � CA) ?On cil 00 rn D MN � � 8 0�� O i m O x m co C I A N 6) N 00 -1 n � `/ CEO � � � r f' X ` w � ��� �� �CD GM3 OD -P m r o QI "'{ i oo ' cn" Z � CA _ m r I ; °0 � 0 M O Z I- c7 z Z ;©, 0 8 .0 X -_I N m r °°-�d on _° Z o I� z O c m z m p D cn 0000 :E` O 01°7 4'57"W 1316.32' m o z T - D m N cj M T LINE OF THE NW1/4 OF THE S /4 m m EAST E1 W 11 A m 1 R� Z „mrir_.ra /.%nnnnnrzn ISM nri9 MFffM(�k n Parcel #: 042-1084-40-025 03/14/20P AGE E I AM P 1 OF 1 I Alt. Parcel M 30.29.18.473A-10 042-TOWN OF WARREN Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O-ROWEN, DOUGLAS J &SUSAN K DOUGLAS J&SUSAN K ROWEN 295 RIVERVIEW DR HUDSON WI 54016 Property Address(es): *=Primary Districts: SC=School SP=Special Type Dist# Description SC 2422 SCH D ST CROIX CENTRAL SP 1700 WITC Notes: Legal Description: Acres: 46.710 SEC 30 T29N R18W PT OF NW SE& INC THAT PT OF NE SW LYING ELY OF A LN BEG 2871.4 Parcel History: FT W OF SE COR SEC 30;TH N 1660 FT;TH Date Doc# Vol/Page Type W 315 FT;TH N TO N LN OF SW 1/4 EXC PT 09/12/2013 985832 QC TO CSM 17-4599 03/05/2010 912823 SD 10/05/2005 808531 2902/605 WD 10/06/2003 742722 2429/455 LC more... Plat: *=Primary Tract: (S-T-R 40%160%) Block/Condo Bldg: *N/A-NOT AVAILABLE 30-29N-18W 2014 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 09/30/2013 Description Class Acres Land Improve Total State Reason UNDEVELOPED G5 41.710 62,600 0 62,600 NO PRODUCTIVE FORST LANDS G6 5.000 17,000 0 17,000 NO Totals for 2014: General Property 46.710 79,600 0 79,6000 Woodland 0.000 0 Totals for 2013: General Property 46.710 79,600 0 79,600 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 t Wisconsin Department of Commerce SOIL EVALUATION REPORT Page t of Division of Safety and Buildings In accordance with Comm 85,Wis. Adm. Code County -->4.C�'o�x 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. dZ percent slope,scale or dimensions,north arrow,and location and distance to nearest road. ya—/01 ~�U Please print all information. R . Date Personal information you provide may (Priva Law,a.15.04(1)(m)). Property Owner "� Property Location �.►�r. Elbw'4 B/? CT44T Go vt.Lot NE 1/4SWI/4 S Zq N R 18 E(or Property Owners Mailing Address Lot# Blodc# Subd.Name CSM# 960 ?Cp*4' Ave. oKITV City State Zip ode �cE ❑City ❑Village Town Barest Road A NIN t.�'aa.rrr �ooa'� -100-4- goa. r4s wz 6y 4q-38to2- ® New Construction Use:❑ Residential/Number of bedrooms W A Code derived design flow rate GPD ❑Replacement ❑ Public or commercial-Describe: Parent material —� Flood Plain elevation lion if applicable � _ ft. General comments j /S�'kq and recommenda(jo VIA- As- ,F Z 115-11 Boring# Boring LO'T ® Pit Ground surface elev.10'42-a ff. 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 a--l-'�- j "l2.h -- --- -- --- - _ -__� '> �zq I (L4 SL- I m sbk m A; 0 W 0 , L{ ' -19-4q 1() p q q __ —._ mej-S-1 C 51,k �� `E -51 o y L S rn fY c v 0 v t-7 1 . S s 9 ©V-s L I, n s ci m W Boring# Boring L.O`t Pit Ground surface elev. fC�t5.09 ft. Depth to limiting factor S�' 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 ro St_ �2 v�sbk m p1 �S u -51 (L`t S �— 1 m.sb k M-k- `V n 5 -gg+ oIA614 o 614 ILA 1 c s6k- rn�-r .4 b (a w C+ 0 e- %D rn� - © Effluent#1 =BOD >30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) Sign CST Number Address Date Evaluation Conducted Telephone Number PC% 601- 155 k4mn-,0*70F wZ ��-lv� t-tl-o3 -715-?941 3 i r a Property Owner EI b-t r i��.. Parcel ID# Page Z of Boring# Pit Boring L_0 T ❑ Ground surface elev. 104(-240 ft, Depth to limiting factor �84 in. Soil Application Rate Horizon Depth . Dominant Color _ .Redox Description .. Texture Structure Consistence Boundary Roots GPD/ff in. Munseil Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 ova�bul l 3 3� �oYrz4 F tiu 1 Q, ,6 3 30-5(, io�fr2`�l� t s Gw a# o, � D•� I� h ❑ Boring W T Z Boring# Depth to limiting factor Q� in. t ® Pit Groundsurfaceelev. fOW'�•I•Sff. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munseil Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2 Ls L IL M C 3 3g- I (o�iK4 F" " 1 c w 0 ,y � . F�mj b m Q -- 0 6 (� 0 �/a C o av 4n. p At 4 1 rl ❑ Boring Lo Boring# Ground surface elev. �O f4f 39 ft. Depth to limiting factor 79 5 in. ® Pit Soil A_pplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP In. Munseil Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'Eff#2 2►-33 0 � 1�{ G bk u) F .� 6. 3 3 T3 -qfo cb y S L L,0 Lk 4&-58 (L`E �S ! C M r OAJ o.4t e. L f � Sg`4D V c� . S OIO � 0 L boo/o CO 'Effluent#1 =BOD,>30:5 220 mg/L and TSS>30:5 150 mg/L 'Effluent#2=BOD,5 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 ttthe edepartment 08-266-3151 or TTY 608-264-8777. SBD-8330(R.6/00) l . O � * a UJ \0 > W � � J J �• � S` m < � ` � s a � " Q- dam Z J = wow tg $ -�._ � � k C �. Mo C13, s �► o a ol. 00) � 4 O ;� � v ��� H �1 � O 0 190.01 at v i � Lo /oyZ.v x iogl.y3 10 3.yt JC43 ztz-r \ �O �045.� �• --#� A\� /oyY.es KY42. Id�s.�s ,ass 39 \ aT��/ oL ( rc r+7 f1e �ob�r-f'S, wT /51'�v2/3 rk _ ;C- rile CGC/C� ti� AA vr++�v.,Cl� LA-)M: i i 9 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page_L of Division of Safety and Buildings In accordance with Comm 85,Wis. Adm. Code County complete site plan on paper not less than 81/2 x 11 Inches in size.Plan must County include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. (/ fj J7 r5 percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Q 7 �v u' Please print all information. ew 4 Date Personal Information you provide may be used or see Law, .15.04(1)(m)). Pr roperty Owner roperty Location ovt.Lot n(e 1/4SW114S3o Zq N R E(or Property Owners Malljfrg Address of# Block#, Subd.Name CS IUD E A-5 0�=L q5'o 70 -zz.• Avg. City State Zip Code Pho2b 06FFICE JO City ❑village MITown Nearest Road poble e- WS 1 5402 ( ) War r c kN I Zcoo' N 70�• NJ New Construction Use:❑ Residential/Number of bedrooms 41 A Code derived design flow rate OI A GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Flood Plain elevation if applicable ft. General comments and recommendations: -'h.¢ ge ie-c3 e-p`Eh cJ 1ow 5 `OLA S -s-fGM 4c> 60 p t o�,C4-d (ej r i Lr 4 tr0— F6-i Boring# a Pit Boring j_0T-3 tiG-I Ground surface elev. I D`�•�qft. Depth to limiting factor 7 �3 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 t 0- !q a f q-q ,41q s f a- 4 ,.1P-sq m S Boring.# E] Boring 0 pit Ground surface elev. /049-V�ft. Depth to limiting factor in. Soft Iication 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 W o- 01 D`a 1 � •Effluent#1 =SOD >30 1220 mg/L and TSS>30:5 150 mg/L `Effluent#2=BOD 5 30 mg/L and TSS 130 mg/L CS Name(Please Print) ignatu CST Number raQr- luE�sam L1&61-2a Address Date Evaluation Conducted Telephone Number p a !>Oy- (65, A-mMor) 54101S 1-I I-U3 71S 796-7.318 Property Owner Obc.r4 Parcel ID# Page Z of�_ F13 3 Boring Boring # ® Pit Ground su oe elev. 1 D�5 fit. Depth to limiting factor 7 8 in. Soil Application Rate Horizon- Depth . Dominant Color _ .Redox Description .. Texture Structure Consistence Boundary Roots GPD/ffF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2 18-73-1 9 0 y R,4 . er✓Lk a m sb k ►n 6- J w b,S 0 -d 3 37-Si{ 10 f l`•'' Grl-:' 1 C S b k F Y- a w b. S d •$' = v/ l4b '�51 c kQS O° 0..06.r, GaA ryv-4, - 6%r '` Ver rQ�2�t` y (Sb 1 Y, Soy) ' Boring ng# D Boring LOT,--'3/3 pit Ground surface elev. D1{$•y ft. Depth to limiting factor $$ in. Soil A plication Rate y Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff I in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 r �r tg-Z� 10 �`F rn 5�k Jo &f .S L1-3�1 S O'A 1 csuc' m-FV 0. D.� -6 i CS (Y I, _0 i.4 S 0 Boring a r 3 Boring# Pit Ground surface elev. D'{ ft. Depth to limiting factor >8�O in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1fg In. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •E02 I d-1B i m s tic m r q iu s C slots m(-� v o, s o< I 40 c •Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L •Effluent#2=BODS<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. SBD-8330(R.6/00) cY) t it a 100 CM ° uj a �. p *d J UJ !J c UJ J �` W m Q ri _ C (� S ' 0 � p W J 0 z_� w `•� O" oil H t 0 F 3 C:) 2. m to o�� � � F O0 Lo 3 a L � aA rn � 0 � A � H � � C A 190"01 J 1 0 4 � � cc C q * q LT _3 9570 -7Ut-'' 4ul- ,402_3 �( = l3COLA"e G�C✓GIT+�� 3 CST /�la►-k a-u E/S� ga►-►Arnb,��, W17 SyorS 0 S k C>,48.ly S ioVe.�Y 10,47.7-2 K 10yF3,U2 b 4 ' vy1;.7q Y- 10,46-7- r � Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code County 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. Please print all Information. a Date Personal information you provide may be used fors 17cy - s.15.04(1)(m)). Property Owner roperty Location Z-ohrl C1b4'r`f' PovL Lot N E 1/4 SIZ1/4 S 30 T 2.9 N R lls E(or w Property Owner's Mailin Address E t# Blodc# Subd.Nam CSM# 9 5o -701:'- �ue ' Q City State Zip Code Phgrfe City ❑Village ,Town N st Road NIN ,OFFICE obe,r-(g WS 5�f023 - $1;2. Wo.rr�>� Zoe v' N ?0 .New Construction Use:❑ Residential/Number of bedrooms NIA _ Code derived design flow rate _ NIA GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Flood Plain elevation if applicable >� General comments I�� and recommendations: O� Boring �-af Boring# ® pit Ground surface elev. 1 053' ft. Depth to limiting factor L d in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF In. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 Z 1'I-23 Ioy2�I SL I cSbk C, U)- fv o -� y 3$ 10`(24 �RFS I C sbk my;r' W • `f F' r1?-(,v* O`f�'��f l-FS Slok +^�f r v�, C2. (� i c - 6 FS o s Boring# Boring `0+ ® Pit Ground surface elev. /053.qZft. Depth to limiting factor�O 9 in. Soil Awlication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP In. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 a i -21 io`(2`t Cl 1 sbk. rn W ®"Z- _) 0 LI-2` 10�2?��3 I c b m D• �l b�(d iUq rL5)1� s (� s 0,-7 , X = VDO--S i--o h 'Effluent#1=BOD >30:5 220 mg/L and TSS>30:5 150 mg/L 'Effluent#2=BOD -<30 mg/L and TSS<30 mg/L CST Name(Please Print) Si nature CST Number M-2rek rvE�s� yGG7a Address Date Evaluation Conducted Telephone Number s . Property Owner El b�.Y+ Parcel ID# Page Z of Boring# Boring Lo f " ® Pit Ground surface elev. I 0 O3 ft. Depth to limiting factor 7'•S in. Soil Application Rate Horizon- Depth Dominant Color .. .Redox Description,_. Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu.Sz. Cont.Color Gr.Sz Sh. 'Eff#1 I 'Eff#2 d 22 lu`f 2 � FS I C .5bk m IAJ 0.4 O.(o 'I CaS' j C.sbk I W i�" > 3,5-Clio to fo o`�� mac � _ r 8 Boring# Boring L� pit Ground surface elev. lOyq•$B ft, Depth to limiting factor >60 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF ` in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 A IS-golf id QN a :5 q b 3 W y % -ivy= (0 Y" C- ctQ Boring �—o+ 4 B5 Boring# Ground surface elev. 1D'�$.Ssft. Depth to limiting factor 8� in. ll © Pit 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 I 'Eff#2 _22 - 22-qs I v'1 m Fs I_ ty ;m 5191 rnfi- vi 5-58 101P1slq S v m I n u.> 0 1 41 O -( tu'112s MS o s r" t 0.7 L A- ar vt 014 Mj S o s rrti oZ rbbkS k'n��C. �8 6hces Effluent#1 =BOO,>30:S 220 mg/L and TSS>30:5 150 mg/L 'Effluent#2=BOD,<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 de ent at 608-266-3151 or TTY 608-264-8777. SBD-9330(R.6/00) •_-_-/ / LOT To C .} card 70�-`' l4�ri bLr�S, W= Box ' CST: ,�j�,►-,�. ��E�o'`� moron wrr 5Yai5^ C 1053.4 Q, �054.Og /053 (o 1p C I •$� IvYB.55 S QA- /010 �oy�.as r{jj�$ /o�1S�p3 &A,-?M lk " + co LLI O W a s o M o ., 0 Lo cc ,90001 1 y ,4 Ln o ttn a � 4 Ap G