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HomeMy WebLinkAbout006-1045-90-200 ION REPORT Page 1 of 3 Wisconsin Department of Cor>r~ryleTS~ SO Division of Safety and Buildir l~ q In a, rn s. Ad . Code County St. Croix Attach complete site plan on paper n 8 x 11 in~h .R, . Plan ust P include, but not limited to: vertical and horizo r![nM?ion nd Parcel I. D. percent slope, scale or dimensions, north arr and Ion and distance to ne rest road. _ - dev 7 Please print all nfo• IX COUNTY Reviewed by Pate Zu Personal information you provide may be used for nda rryyr v E (m))• Y/0 s Property Owner Property Location ® R G Johnson Aef'tQJI-~ Govt. Lot SE 1/4 NW 1/4 S 21 T 31 N R 16 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 41- Spg26 23 , 2 Johnson Cr. =1p. 5Z F City state Zip Code Phone Number flY ❑Village • Town Nearest Road Z New Richmond WI 54017 ( ) 246-4415 v no New Construction Use Residential /Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD Replacement Q Public or commercial - Describe: Parent material Loess over glacial till Flood Plain elevation if applicable NA A ft General comments Site suitable for a mound and recommendations: BM1 100.00' BM2 97.76' F] Boring # © Boring Q Pit Ground surface elev. 96.20 ft. Depth to limiting factor X40 in. Soil A ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efl#1 *Eff#2 1 0-5 10yr3/2 sil 2msbk dsh as 2f .6 •8 2 5-24 1 4/4 sil 2msbk dsh cw if •6 .8 3 2440 7.5yr4/4 sl Om dh .2 .6 E22 Boring # Boring 99.20' 16 l • Pit Ground surface elev. ft. Depth to limiting factor ~n. 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. *Eft#1 *Eff#2 A 1 0-7 10yr3/2 sil 2msbk: dsh as 2f .6 .8 q " 2 7-16 10 4/4 sil lmsbk dsh cW if '4 '6 I 3 16-38 10yr4/4 c2d7.5yr5/8 sic) lmsbk dsh - - .2 '3 * Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 = BOD < 30 mglL and TSS < 30 mg/L CST Name (Please Print) Signature CST Number 227387 Thomas C Nelson Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, Wl 8/15/05 715-246-2454 ,,,,r Property 9wer Johnson, Gary Parcel ID # Pending Page 2 of 3 Boring ❑ Boring # ® pit Ground surface elev. 97.10 ft. Depth to limiting factor 2f 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 `Eff#2 1 0-9 10yr3/2 - sil 2msbk dsh as 2f .6 .8 2 9-23 10 4/4 - sil Imsbk dsh cw if .4 .6 3 2340 7.5yr4/4 c2d7.5yr5/8 sl Om dh - - .2 .6 F-1 Boring # P 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 Boring ❑ Boring # Ground surface elev. ft. Depth to limiting factor in. Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Ef##2 * Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/- 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-8330Test (R.07/00) Scale1»+!300 Gary Johnson MI Top of Iron pipe 100.00' SUM Top of Iron pipe 87.76 01 96.2W 01 9 Lot 2 82 99.201 8397.101 I Nort ~V f Ilk- lb °b f g Q bn' o ai ~.o2nt2. Thomas Nelson 227387 Parcel 006-1045-90-200 02/05/2008 08:59 AM PAGE 1 OF 1 Alt. Parcel 21.31.16.317A-20 006 - TOWN OF CYLON Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 10/13/2005 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - JOHNSON, MICHAEL MICHAEL JOHNSON C - JOHNSON, GARY W GARY W JOHNSON 2232 205TH AVE DEER PARK WI 54007 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ` 2228 205TH AVE SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 6.000 Plat: 5088-CSM 20-5088 006-05 SEC 21 T31 N R1 6W PT SE NW CSM 20-5088 Block/Condo Bldg: LOT 002 LOT 2 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 21-31N-16W SE NW Notes: Parcel History: Date Doc # Vol/Page Type 10/13/2005 809266 20/5088 CSM 03/31/2005 790944 2774/421 A WD 07/23/1997 977/190 WD 07/23/1997 633/194 LC 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 09/07/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 6.000 50,000 0 50,000 NO Totals for 2008: General Property 6.000 50,000 0 50,000 Woodland 0.000 0 0 Totals for 2007: General Property 6.000 50,000 0 50,000 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 8 0 9 2 6 6 VOL 20 PAGE 5088 XATAGE61t H. WALSH REGISTER OF DEEDS ST. CROIX CO. MI RECEIVED FOR jtECORD 10/13/2005 08:30AM CERTIFIED SURVEY MAP BEG FEB. 19.00 COPY FEE : 3.00 CERTIFIED SURVEY MAPPAGES: 2 LOCATED IN THE SE 114 OF THE NW 114 OF SECTION 21, T31N, R16W, TOWN OF CYLON, ST.CROIX COUNTY, WISCONSIN. = NOTE+ BEARINGS ARE REFERENCED PREPARED FORS TO THE EAST-WEST 114 LINE GARY JOHNSON OF SECTION 21 (ASSUMED.). . 0 UNPLATTED LANDS NORTH LINE OF THE SE-NW S 69'3342'E 693.00' 346763' 346.37' APPROVED ,s = cIIm cotscrY aNrp cormnawe OCT 1 2 ZU05 ti It not rea adbu ww sin su "ye of approval "to approval shalt be null L D T 2 LOT 3 null and void 6.00 ACRES 6.00 ACRES . FT. 261,342 SO. FT. I a~ a o co, ; a -~-t m cmb :b ° °v y ro ~ ri ~r y ~ ~ ®346.630 ~ ~ ~ b too S 89.33'42'E 69x01' v y o W 2 O3 % 411.10' `11KQ 66.02' ti -Oi ~6 2.3 '2h LOT 1 AREAS N 4315,=1441 OE / ~ 5a00,4 y j 8.95 ACRES N J o I 390,045 SO. FT. ° O I L D T I ° rYTrc o ( 66' 6.76 ACRES EX. R/W AND EASEMENT ro 1 8 zjj a, 294,460 SO. FT. EASEMENT AND EGRESS- 66' ►^I w A l rn 0 • WELL r, 1 INGRESS AND EGRESS v a l A .0I EASEMENT rn ..............ly... A I H[GHYAY S~TBACK > L%iJ~ 6~ WEST 1/4 CORNER _ I w EAST 114 CORNER OF SECTION 21. Ito $ I wo (FFOIUND ALUM N21. UM CAP) (FOUND ALUMINUM GAP 6.02 ° 560.94' 66.02' 311, ?7.. 6.02 N = 1 691298' 236.70' 89.3732'E -3 5241.46' .4''0..O TK..tAVC, EE-W QUARTER LINE ~`Scoiv UNPLATTED LANDS. JAMES M. 0= SET 1' Q.D. X 18' IRON PIPE WEIGHING WEBER 1.13 LBS PER LINEAR FOOT. t111-1006 SPRm I' = 200' y jam' Q 0 100 200 400 SHEET 1 OF 2 JAMES 4 40 LANDMA INC. 2005015 THIS INSTRUMENT DRAFTED BY JIM WEBER DATED Vol 20 Page 5088