The URL can be used to link to this page

Home My WebLink About012-1010-61-200 Parcel 012-1010-61-200 04/04/2007 03:51 PM PAGE 1 OF 1 Alt. Parcel 3.30.17.39C-2 012 - TOWN OF ERIN PRAIRIE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 02/03/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner % RAY HERRMANN O - HERRMANN, ALFRED F ALFRED F HERRMANN 3724 MANDEVILLE LN NAPERVILLE IL 60564 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ' 1775 CTY RD T SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 17.546 Plat: 4908-CSM 19-4908 SEC 3 T320N R1 7W SW NW LOT 2 CSM 19-4908 Block/Condo Bldg: LOT 02 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 03-30N-17W Notes: Parcel History: Date Doc # Vol/Page Type 01/07/2005 784512 19/4908 CSM 08/05/2003 733952 2349/84 WD 03/01/2002 672374 1845/412 WD 07/23/1997 1172/360 WD more... 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/31/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.000 53,000 9,100 62,100 NO UNDEVELOPED G5 12.546 20,100 0 20,100 NO Totals for 2007: General Property 17.546 73,100 9,100 82,200 Woodland 0.000 0 0 Totals for 2006: General Property 17.546 73,100 9,100 82,200 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 RECEIVED ~ 8 4 S 1 2 VOL19 PAGE 4908 KATHLEEII H. WILSH * REGISTER OF DEEDS I ST. CROIK CO... MI RECEIVED FOR RECORD 01/07/2005 04:36PH S. CROIX 000Nn = REC FEE: l e M e6 ii SURVEYOR'S RECORp M lqg4iv A IN ONt$ 11 I T 1 I~`-1'~Z9H I- I A -3A ru -0 c~ P. N y ~ a O , o a ~a a G S n~ .~_V" a O o g ~ ~ t . O. ff y o o s PLAT OF JEWEIT MILLS _~Z O - NEST LINE OF THE FRACTIONAL NNW i/4 s~ _ I 1 VARZQX-- MM7H H --a m /V1YTRrL/NKH/GyW,gY T - ~ 1 37~ N01°52' 'E 40 -1- 1745 31' a~ - i+ r. -m4Ng 22. 0 .t g r ~ co IQ So2°0159-E 412.53' S03°il50 rd i . qA o r ra i~ 0 °13v9 N SO . Ny cm Z-4 ;E !JN"TMD LANCq c: V ~ -4 ~ O O v THIS INSTRUMENT DRAFTED BY' JOSEPH W. GRANS SLEET 1 OF 3 Vol 19 Page 4908 RECEIVED 17 ST. CROIX COU~ry SURVEYOR'S RECORD i PLAT OF JEWETT MILLS_ WEST LINE OF THE FRACTIONAL NWI/4 - COUMY 7 NKH/Gh WA Y T - NOio 52 45 ••E 648.87 549.72' p 9u~i n•o~ F AREA 5' .00 0 0 ~f1 ii (t 122.03• ` t v 80311 .07• - ~ So2oO159-E 412.53' -n Q ° a $A r3 m C32 -1 ~m -A mc~ 13_g r- q~ ~~orN MpF ~gtvp r o wA~N 9 T s -IA m mu"' r. 9 v XW-0-~ ~~'R ~MP CA 4~ ° A 38W 8 -0 o E 0 cn C'l m 74 O c, ' nor ~v C~p V) _ ~.yr * y o n THIS INSTRUMENT DRAFTED BV: JOSEPH W. GRANBERG g SPIFFY 2 3 Vol 19 Page 4908 RECEIVED 1402 Wisconsin Department of Comm 2004OIL EVALUATION REPORT Page t of 3 e Division of Safety and Buildings tiP~~pG@td ptsidVAth C mm 85, Wis. Adm. Code Steel Soil Service Attach complete site plan on IN )F ICE Plan must County St. Croix include, but not limited to: 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. Please print all information. Review d By Date Personal informafion you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Herrmann, Al Govt. Lot na NW 1/4 W1/4 S 3 T 30 N R 17 W Property Owner's Mailing Address Lot # lock # Sub . am or CSM# q 1773 CTY Rd T na CSM erg' l~ City State Zip Code Phone Number I City J Village 0 Town earest Road r New Richmond WI 54017 715-246-7529 Erin Prairie Cty Rd " T' Cif "-Yu 01~4 II New Construction Use: VI Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD J Replacement I Public or commercial - Describe= Parent material Limestone uplands covered by glacial till Flood plain elevation, if applicable 1008.1 General comments and recommendations: Mound design, system elevation 96.50ft based on contour line elevation 95.50ft. Boring # I Boring iJ/ Pit Ground Surface elev. 97.30 ft. Depth to limiting factor 42 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 0-11 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 11-26 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 26-42 5yr4/4 none scl 2msbk mfr cs na .4 .6 4 42 10yr7/6 none fractured limestone na na na .0 .0 Boring # Boring ism Pit Ground Surface elev. 97.30 ft. Depth to limiting factor 31 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 0-10 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 10-31 5yr4/4 none scl 2msbk mfr cs na .4 .6 3 31 10yr7/6 none fractured limestone na na na .0 .0 Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signatur ~ CST Number David J. Steel 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 2/19/2004 715-246-5085 • Property Owner Herrmann, AI Parcel ID # Pending Page 2 of 3 3] Boring # I Boring 0 Pit Ground Surface elev. 93.00 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots D in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/1 none sil 2msbk mfr cs 1f .6 .8 2 10-17 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 17-24 5yr4/4 none scl 2msbk mfr cs na .4 .6 4 24 10yr7/6 none fracture limestone na na na .0 .0 ❑ Boring # --1 Boring T} Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#l *Eff#2 ❑ Boring # I Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDAf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 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. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST-POWTSM Al Herrmann New Richmond,WI 54017 Lic. #248956 NW1/4,NW1/4,S3,T30N,R17W Bus.(715) 246-6200 Town of Erin Prairie, St. Croix Co. Fax.(715) 246-9372 CSM, Lot 3 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend 1" = 40' ♦ =Benchmark Ele. 100.OOFt Top of 3/4" pvc pipe • = Alt Benchmark Ele. 98.6017t Top of 3/4" pvc pipe ❑ = Borings Boring Elevations ° B 1 = 97.30Ft a S a~"`~ B2 = 97.3017t B3 = 93.OOFt B4 = OO.OOFt 30+ Z-16F~ ~of?f~ur~r ~c X173 + 3~ 1,6 F- w~ ~k oS no I)OW 1D o S ~S 3V 'O -1 tA-i O--nlfilM D- mu N 0M "MiTgOm in UIEJ-i N pQ1 p Q n2H-rl p p~ DO 0000p17{Z Zp ~pDD~aN ~D Z> (i1~-~11TI~n D~ZN °DO G) O °mmtim~_mom Sri=z nDm~~m r~fi car- stn tn. r~titn cn m c") Glimms ED, '13 3: H Ztn G~xv~ 3MzN65 o n ~ 0 Zm m z dip -nn-4 U) to o 0 n ZEN n PT-" o m m rncn r No m rtn , .aro ^ ro -pr- -Vrr- Hv~ m N8 o tmn NVO-1 ~ -a c,ttna otnt'' b ro Jab _ r m O ~+pn OCpn t~A n r [7 { ;d9 H rD' 3' CZ YD A"A p r'~ Z 9 m~ -n" o-nm N'nz O-nf W-nZ mm W" En -m -m n -a q H ~ n o g 0 0 PEAT OF JEINETT MILLS am EA) 0 - VEST LIE OF THE FRACTIONAL NW,14 0 COi//111yT_R9U11/KHAGHWAY T 578.4_0' En 1 52.54 "E 52 54'E N01 52 'S4"E 1745.31' A V N01 73.09' . 648 ~ _ c= A, Z to W is Sol ii, 0 N01 M y ~ ~ o~ a fi ~n Z$i v ® 0 412 53' r a j rrl -ld Zm n -V CA 11953 W3 11 50 m ° n D C m 502 01139-E o ON * Az -n 1-44 D ~ > m 66A8' m H !'tom ro rn = i 159 28' • ' °zw m C u)(Tt L n 16'21 225. r r --1 0 1 -a rri . a, > r -n 3 E Z-4 0 3- 0 :pNG O 0 ~ Eli o z _ O to ° ^ ~ f HtA 'y o z O / m nH 0 l z z V! r Z _ j38. z .00 Z L Z 00 763.76- OZ n y 15 09`M 901.76 H irmn 0! a0Y ~ ~ u t 3~ N ~ - H 1403 Wisconsin Department of Co merceREGEf~FED S L EVALUATION REPORT page 1 of 3 Division of Safety and Buildin in accordance wit Comm 85, Wis. Adm. Code Steel Soil Service nn..~~ Attach complete site plan n paperaotle~ s than''Y.Jg riches in ize. Plan must County St. Croix include, but not limited to: ertical dnd horizontal reference point (B direction and percent slope, scale or di msions, north arrow, I and lance to nearest road. Parcel I.D. ro / 2 - - / ~J~e Ple se Revi d By D/ Personal information you pro ay used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Herrmann, Al Govt. Lot na NW 1/4 NW 19 S 3 T 30 N R 17 W Property Owner's Mailing Address Lot # lock # Subd. Na or CSM# 1773 CTY Rd T na-CSM Pendirtcr- 4 City State Zip Code Phone Number _j City .J Village a Town Nearest Road New Richmond WI 54017 715-246-7529 Erin Prairie Cty Rd " T' ✓0 New Construction Use: NJ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement _ f Public or commercial - Describe:na Parent material Knolls of river terraces and pitted outwash areas Flood plain elevation, if applicable 1008.1 General comments and recommendations: Convetional system. Sytem elevation 96.70ft, trenches spaced and depth to code 4.00ft below grade. Boring # I Boring e Pit Ground Surface elev. 100.70 ft. Depth to limiting factor 100 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 0-10 10yr3/1 none sil 2msbk mfr gw 1f .6 .8 2 10-18 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 18-32 7.5yr4/4 none sl 2msbk mfr cs na 6 1.0 4 32-100 7.5yr4/6 none ms osg ml na na .7 1.6 Boring # I Boring 4+ Pit Ground Surface elev. 100.70 ft. Depth to limiting factor 100 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Con. Color Gr. Sz. Sh. -Eff#1 "Eff#2 1 0-13 10yr3/1 none sil 2msbk mfr gw 1f .6 .8 2 13-26 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 26-39 7.5yr4/4 none sl 2msbk mfr cs na .6 1.0 4 39-100 7.5yr4/6 none ms osg ml na na .7 1.6 Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BODS < 30 mg/L and TSS -s-30 mg/L CST Name (Please Print) Signature: CST Number David J. Steel -2 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 2/19/2004 715-246-5085 Property Owner Herrmann, Al Parcel ID # Pending Page 2 of 3 3 ] Boring # V1 Boring Pit Ground Surface elev. 97.70 ft. Depth to limiting factor 100 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 *Eff#2 1 0-12 10yr3/1 none sil 2msbk mfr gw 1f .6 .8 2 12-24 10yr4/4 none scl 2msbk mfr cs na .4 .6 3 24-100 7.5yr4/4 none ms osg ml na na .7 1.6 ❑ 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 P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 Boring # I 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/fe 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 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. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST-POWTSM Al Herrmann New Richmond,WI 54017 Lic. #248956 NW1/4,NW1/4,S3,T30N,R17W Bus.(715) 246-6200 Town of Erin Prairie, St. Croix Co. Fax.(715) 246-9372 CSM, Lot 4 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend 1" = 40' ♦ = Benchmark Ele. 100.00Ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.90Ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B 1 = 100.70Ft B2 = 100.70Ft B3 = 97.70Ft B4 = OO.OOFt 07, 17' g,,,All p0 ~1ea~ (r • ~rnr-Im g wn a _ >UI ~ ~~-1 UIN H H a z ~mo o ~Qzzr-Am c'n~-am O $ ~iupp~n~ni r $i ma 2~iC~"i~ NfA cn O F~~1G- 1 1 I ipm m(A4 m n p~~a7 1,.4m om D Um00'r1NH.-.H 17mm M<= ~Ht71 Qp ZZ W m-irnmHZRI NNZHO~O~~i-RI--IZmm X00 G7 Mz"im~Hp-{m~~0~ n <m-imUm~lO-1Zm mZZrO m°cnmr-~cn~mm~m (A4Nma~,..,Sgm~ yZ-I D r\m ri~iw w =--i mm ~ Ai pE! ru _ $gg~~~ =gym 2_9 ~{3n~ AA Q fA }zn - mx -nl a ono m i -e -i c OW Q n J.,~mD^ zm °z m zO]R> n-r c° m n mZE~n tD rnn< Qn O UJ r0 a n„ 0 E&3 co m a o r No m r~ ^ao ...irk zvz m ps o o No-1 Nc~'u \n .Is a-n 3 \m o O c~°acoi' omm o~n~ J~a Q ~r m n cOO cne7 ~ oo '~1~ NOD O z m r ~m nm Oam 33g] En Zn Fn ~mm > 4zn En z - " ~ ~-1 ~z o o PtAT OFJEINETT MILLS o Q - WEST LINE OF THE FRACTION & NW 4 + n u J / NI- VARTAME _ [1'1 b, COU/V1YTR~lI W __HAGhWAY 7 T D~ 1 5254E 61 5254-E 1745.31- N01 5254-E 799M-. - _ z 648.87', . mn Z Nlo M p, ED NOI T n'E ~A br m r7P p p - 412.53• tj C_ 3 E ~1 ° CIO, r1i FA its ~ - o mm C C1 o S02 0159-E m 503 1150 1 00 3!VI ME SIP' -n-I CD co !M 8 -13< q p <o m 66.48 • m ~m c cn r 45928• 1 1 C3 N w ~o mCIA NRi 0 M 16211 225. rOC.i r^ c ~N 1 5 - 1 7E Y~11 dG OV m 0° rn -1 N r- a z _ z zz z o x.00• - zij- z ^ x M RM N 763.76- .M° Z "O SO5 15 09'W A~ 90t.7s M,-- rn 0-00 "47 "o z v. UNPLATTEp ~1 t ` 1352 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service 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 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. tJ 1 _ / / ~6 T1 Please pri ED Reviewed By L V (ODate CJ Personal infonnabon you provide may used for rposes (Privacy taw, s 15.04 (1) (m)). f,.r C1 Property Owner 200 Property Location l Herrmann, Al SEP O ovt. Lot na NW 1/4 NW 1/4 S 3 T 30 NR 17 W Property Owner's Mailing Address of # Block # Subd. Name or CSM# 1773 CTY Rd T ST. C RjlsiG OIX C FIC Y East na p City State er _j City J Village e Town Nearest Road New Richmond WI 54017 715-246-7529 Erin Prairie Cty Rd " T' ~f New Construction Use: *M Residential / Number of bedrooms 6 Code derived design flow rate 900 GPD _f Replacement Public or commercial - Describema - ;T Parent material Sream terraces and pitted outwash plains ood plain elevation, if applicable 1008.00 General comments and recommendations: Conventional system. System elevation 93.60ft, trenches spaced and depth to code 5.00ft below grade. Boring # Boring *~j Pit Ground Surface elev. 98.60 ft. Depth to limiting factor 120 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 0-4 10yr3/2 none sl 2msbk dfr cs lvf .5 .9 2 4-14 7.5yr4/4 none scl 2msbk dfr cs na .4 .6 3 14-28 7.5yr4/4 none Is/co osg mvfr gw na .7 1.2 4 28-120 7.5yr4/6 none cos osg ml na na .7 1.2 3 J `?a l~L~e ~ If Boring # Boring Pit Ground Surface elev. 98.60 ft. Depth to limiting factor 120 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 0-22 10yr3/1 none sit 2msbk mfr cs lvf .5 .8 2 22-60 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 60-120 7.5yr4/4 none ms osg ml gw na .7 1.2 Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 <.30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: j, CST Number David J. Steel 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, Wl 54017 9/2/2003 715-246-5085 ■ Page 3 of 3 STEEL'S SOIL SERVICE INC. David I Steel 1564 Cty Rd GG CST-POWTSM Al Herrmann New Richmond,WI 54017 Lic. #248956 NWl/4,NW1/4,S3,T30N,R17W Bus.(715) 246-6200 Town of Erin Prairie, St. Croix Co. Fax (715) 246-9372 East Lot, 18 Acres pending Legend N 1" = 40' ♦ =Benchmark Ele. 100.OOFt Top of 1/2" PVC pipe • = Alt Benchmark Ele. 100.20ft Top of 1/2" PVC pipe ❑ = Borings Boring Elevations B I = 98.6OFt B2 = 98.60Ft B3 = 93.70ft B4=00. W ~.Q J y 30 , ~3 u7`o, S'