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Home My WebLink About012-1010-61-100 RECEIVED 1401 Wisconsin Department of Co merceF -.6 ? 7 Q 04 S L EVALUATION REPORT Page 1 of 3 Comm 85, Wis. Adm. Code Steel Soil Service Division of Safety and Buildin t s in accordance ji S7_ ~kU~x CUUNI Y an must Coun ty St. Croix Attach complete site plan n paperAtill 8lf 91Y, I incsize. Pl include, but not limited tononzontal re erence poM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 4/ lo . rv 6 13 g Please print all information. R iewe Date Personal infonna6on you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). r l// Q Property Owner Property Location Herrmann, At Govt. Lot na NW 1/4 NW 1/4 S 3 T 30 N R 17 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1773 CTY Rd T 1 na CSM P -nom City State Zip Code Phone Number J City Village a Town Nearest Road New Richmond WI 54017 715-246-7529 Erin Prairie Cty Rd " T' 0 New nstruction Use: e Residential / Number of bedrooms 4 ode derived design flow ate 600 GPD placement Public or commercial - Describe:na ~~(s(~L O Parent material Limestone uplands covered by glacial till Flood plain elevation, if applicable 1008.1 General comments and recommendations: Mound design, system elevation 98.25ft based on contour line elevation 97.25ft. Boring # I Boring 1I Pit Ground Surface elev. 97.85 ft. Depth to limiting factor 48 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 7na .6 .8 7 2 10-18 10yr4/4 none sicl 2msbk mfr gw .4 .6 3 18-48 5yr4/4 none scl/sl 2msbk mfr gw na .4 .6 4 48 10yr7/6 none fractured limestone na na na .0 .0 Boring # I Boring sm Pit Ground Surface elev. 97.85 ft. Depth to limiting factor 46 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz 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 10-18 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 18-46 7.5yr4/4 none cos osg mvfr cs na .7 1.6 4 46 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 = BODS < 30 mg/L and TSS <30 mg/L CST Name (Please Print) ignature: 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, Al Parcel ID # Pending Page 2 of 3 F 3]Boring # Boring 1/ Pit Ground Surface elev. 95.25 ft. Depth to limiting factor 40 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. *Etf#1 *Ef1#2 1 0-11 10yr3/1 none sil 2msbk mfr gw 1f .6 .8 2 11-21 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 21-40 7.5yr4/4 none cos osg mvfr cs na .7 1.6 4 40 10yr7/6 none fracture limestone na na na .0 .0 ❑ Boring # J Boring J 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. *Efl#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 P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efl#1 *Eff#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 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,NWl/4,S3,T30N,R17W Bus.(715) 246-6200 Town of Erin Prairie, St. Croix Co. Fax.(715) 246-9372 CSM, Lot 1 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. 99.25Ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B 1 = 97.85Ft B2 = 97.85Ft B3 = 95.25Ft B4 = 00.OOFt 7 5-pm- 57 5 o u is 61 5~ RECEIVED -;;r 8 4 s 1 Z=-" VOL19 PAGE 4908 _ KATHLEEN K. WXMH REGISTER OF DEEDS ST. CROIX CO. WI 1 I RECEIVED FOR RECORD 01/07/2905 04: 30PK ST.CROIX000NTr REC FEE: 15 SURVEYOR'S RECORD V ~ ~ ° j a a M O i1F~ o him ~ N AS N Z u PLAT OF JEWEIT MILLS LAI ~ o 8 C ~ WEST LINE OF THE FRACTIONAL NW q _ _ _ _ i~ ~ VAgL1~E M,m7H - a COUNTY7RUNKMIGHWAY T - M ~ 74 52'45"E 174531' b a. 572,4Q.' N01052' "E T s= N ~S • I ~'b mss. 1s a° OT N01-52'45"E M I I -40 o I I - C jj S02'0159"E 412.53 SO3 1150 rd ~i 69 ZZ r M Z j 9A $ § CA V 0 so5o1sn9`N £O YN"TTED LANDS ZE - O H ~pTyj V O , v THIS INSTPLMENT DRAFTED BY' JOSEPH W. GRAPBERG SHEET i OF 3 Vol 19 Page 4908 RECEIVED i 7 ""r' x COUnrry SURfi'S RECORD - _ _ ` _ _ PLAT OF J~IIVETI' MILLS_ z""""'" WEST LIPS OF THE FRACTIONAL NWI/4 / COUNTY WJVKH/Gf/WA Y T - - NO i° 52 '45 "E 646.87 549.72 8UILOAgLE AREA 5 ' 3.00 . i $ 110, 1Ii „r k# v 122.03' ' tl 5 S02°01 59'E 412.53' ro S03°11 .07 r- d p -n .3A~~ m g° ..K ~ 3 N ~ oar ~s$N WS yz13 Q--4 " gig c sig 0 PYA se -0 yr p< 51 y2'~ ~i Ilsppnn ~a m Cftn Q 02 cs ~'°Sr ~yV. $v` S C~p N CIP ~w ~ °pc r H ~ 2 N ~ C3 s q rn o ~ > C, ginPlt THIS INSTRUMENT DRAFTED BY. JOSEPH W. GRANBERG 4 SHEET 2 OF 3 Vol 19 Page 4908 •~~za • ac~n [~pnx-~ tin ~r-,,mx TO oui~+z~a m (A Ami9cHa m Hcn ° i ZZ~ ~ pp ~ tZi-~ m yN m~00 0000^O t11"MA Eng a nQQ ZZZ ED -im g ~NI~1 --~137J to 00 47 ~nmm~mm'-'room ~ ~ --aiz mr-o o N n na~z,>E tn o=~ m ~x n M.-A ru 13 o0 o m =--m ~x <an 3: MM tna o =x H rnz orn p H -n-4 C3 x zQ 3 { O ,n ' 0 U) N a O m ~o m mmcn x "-'or "o ^aor "~o r fog iC$ N n)fv -1 ,.O-i '~f0-~ INW-i r0 8W ~fn ~N S a mris ° z z am mp ~ o o-q~ Nmz -n UQ iZ MW Mm in g o o PUT JEIA/ErT MILLS o p - c-8T L-INE OF 7"E FRACTIONAL NW4 /4 --ra _ _ VARU&E mmM ~ `x171 1 52'54 C~ NKH/GhWAY T - - - - - 2 M01 52'E 11745 31' ~ - - 1" 578.80' N01 52'54-E 799M-. ~ Z C 29 87' cx !-0nm a r. 150 22' o --1~ --n N~ m g Q + . W 'N01 2A r17 1144 fio z~ y o m 41253' 81 V c n~ r z -ng CA r1i Q ro 502 0159 ai953 503 11 50 o nm M C m O om Am . a rg -q la "N < < m w a <8i / ..LO ~d to m 65A8' n Hm co 1 +u " rPi roC 159 26' 20 a o i ~p ~ 16'21`6" r " 0 m m I --1 o~ C ca 39 cry n ® o fio v .r z of CA .a G j m rn 10 WTI p la @ Q E15 O z { 111 a o° m \ H Z O rnH 1~4 C g > lz 30- z `022 139 .00, z 3 f 763.76' g 90 0-00 vZ:q icJ ~ u t ~ 3 ~ PtArMD ~ LAND v- 'C v-i c ca3 g- V n 0 Parcel 012-1010-61-100 04/04/2007 03:51 PM PAGE 1 OF 1 Alt. Parcel 3.30.17.39C-1 012 - 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 " 1773 CTY RD T SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 2.471 Plat: 4908-CSM 19-4908 SEC 3 T320N R17W SW NW LOT 1 CSM 19-4908 Block/Condo Bldg: LOT 01 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 0268ro0v Total State Reason RESIDENTIAL G1 2.471 40,800 308,800 NO Totals for 2007: General Property 2.471 40,800 268,000 308,800 Woodland 0.000 0 0 Totals for 2006: General Property 2.471 40,800 268,000 308,800 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 1353 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 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 parcel I.D. /l percent slope, scale or dimensions, no location and distance to nearest road. Please pi in all infd~ .VED Revi _ DEz Personal information you provide may be for secondary purposes (Privacy Law, s.1 .04 (1) (m)). 7 16 7 Property Owner S E P 0 8 2003 roperty Location Herrmann, At ovL Lot na NW 1/4 NW 1/4 S 3 T N R 17 W Property Owner Mailing Address ST. CROIX COUNT of # Block # Subd. Name or CSM# I -PsadjW 1773 CTY Rd T BONING OFFICE West na 2 Acres I City State Zip Code Phone Number J City J Village 0 Town Nearest Road ' Ll/,y! New Richmond WI 54017 715-246-7529 Erin Prairie Cty Rd" 1-16 ,ItL J New Construction Use: 01 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Repteeernent j Public or commercial - Describe: Parent material Sream terraces and pitted outwash plains Flood plain elevation, if applicable 1009.00 General comments and recommendations: Mound design, system elevation 106.20ft based on contour line elevation 1 05.20ft. Boring # ~ Boring sel Pit Ground Surface elev. 106.30 ft. Depth to limiting factor 40 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 0-15 10yr3/1 none sit 2msbk dfr gw 1f .5 .8 2 15-40 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 40-48 10yr4/4 c2d 7.5yr5/6 sicl 2msbk mfr cs na .4 .6 4 48 10yr8/2 limestone na na na na na .0 .0 Boring # j Boring sI Pit Ground Surface elev. 106.30 ft. Depth to limiting factor 40 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 0-18 10yr3/1 none sil 2msbk dfr gw 1f .5 .8 2 18-42 4/4 none sicl 2msbk mfr gw na .4 .6 3 42-48 10yr4/4 c2d 7.5yr5/6 sicl 2msbk mfr cs na .4 .6 4 48 10yr8/2 limestone na na na na na .0 .0 I Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 < 30 mg/L and TSS 1S.30 mg/L CST Name (Please Print) ignature: cam' CST Number David J. Steel 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 9/3/2003 715-246-5085 f . 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 NW1/4,NW1/4,S3,T30N,R17W Bus.(715) 246-6200 Town of Erin Prairie, St. Croix Co. Fax (715) 246-9372 West Lot, 2 Acres pending Legend 1" = 40' - ♦ =Benchmark Ele. 100.00Ft - - Top of 1/2" PVC pipe • =Alt Benchmark Ele. I00.00ft Top of 1/2" PVC pipe w- 0 = Borings Boring Elevations B1 = 106.30Ft B2 = 106.30Ft B3 = 102.1 Oft WQ`/ dKSe B4=00.00ft 63 -17 eXe ',%7 16 8 fy ~~~~r /~7~ ,3y dyo ~ • /62. /oF'f- 15-' Down S/oro~ .Q 3 Do `/6 ~ Q~'1 "x 'I { /c . ~z • iD~. 3e.~F i