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Home My WebLink About014-1008-40-500 - ,ORIGINAL 1292 'ate SOIL EVALUATION REPORT t Page 1 of 3 Wisconsin Department of Commerce Division of Safety and Buildings )~arti6e-d-Soil Testing in accordance with Comm 85, Wis. Adm. Code _,.qun y . Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must S . roix > include, but not limited to: vertical and horizontal reference point (BM), direction and „p reel-1 a,. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. , 1 4 , g O J U Please print all information. ~siviewe y Date Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1) (m)). 014 ropey Owner ropey oca ion f l Seid' ernard. 101 f2, V Govt. Lot SE 1E 1 S 4 31 N R 15 W roperty Owners Mailing res Lot # Block # Subd. Name-or CSfN - 4445 Old Wells Road 3 CSM Pending (+part S City State Zip Code Phone Number Cit Village 11 Town Nearest Road Eau Claire WI 54703 800-386-7969 Forest 290Th Ave. t/ New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD J Replacement Public or commercial - Describe: Parent material till Flood plain elevation, if applicable NA General comments and recommendations: install 5'x 91.2' rock unit mound on 100.6 contour as upslope edge of rock w/ 1.5' sand fill for 3 br residence ❑ Boring # 4 Boring Pit Ground Surface elev. 100.6 ft. Depth to limiting factor 18 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD- in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-3 7.5YR 3/1 - sl 2 m gr mvfr cs 1f/m .5 .9 2 3-18 10YR 413 - sl 1 m sbk mvfr cs 1 m .4 .6 3 18-24 7.5YR 4/4 f2d 7.5YR 5/8,5/3 sci 0 m mfr - - 0 0 side seep ❑ Boring # Boring Pit Ground Surface elev. 100.6 ft. Depth to limiting factor 18 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. 1 0-4 7.5YR 3/2 - sl 2 m gr mvfr cs 1f/m .5 .9 2 4-18 10YR 4/3 - sl 1 m sbk mvfr cs 1 m .4 .6 F 4 3 18-21 10YR 4/3 f2f 7.5YR 4/6 sl 1 m sbk mvfr cs - .4 .6 21-30 7.5YR 4/4 f2d 10YR 6/2 scl 0 m mfr - - 0 0 UcD le Capacity De low 28 Effluent #1 = BOD> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L S CST Name (Please not i na re: ~ Number Henry F. Grote 'V 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 4/29/2001 715-233-0398 Property Owner Seidling, Bernard Parcel ID # Page 2 of 3 2S Boring # Boring Pit Ground Surface elev. 98.6 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPD in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 1 0-5 10YR 3/3 - Sl 2 m gr mvfr cs 2f1 m .5 .9 2 5-10 10YR 3/3 _ sil 2 f-m sbk mvfr cs 1 m .5 .8 3 10-13 10YR 5/4 _ Sl 2 m sbk mvfr cs if .5 .9 4 13-27 7.5YR 4/4 - Sl 2 m sbk mfr cs - .5 .9 5 27-42 7.5YR 4/6 c2d 7.5YR 5/8,5/3 SI 0 m mfr - - .3 .4 26 Boring # Boring Pit Ground Surface elev. 101.0 ft. Depth to limiting factor 1011 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtT6 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-5 10YR 3/3 _ Sl 2 m gr mvfr cs 1f/m .5 .9 2 5-10 10YR 3/3 _ Sl 2 f sbk mvfr cs 1m .5 .9 3 10-27 10YR 5/4 f2d 7.5YR 4/6 sil 2 m sbk mvfr cs if .5 .8 4 27-44 5YR 4/4 f2p 7.5YR 5/8,5/3 sl 0 m mfi - - .3 .4 ups lope o propose system; avoid this area, 11acksA+4" ❑ 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 in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 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.07/00) Certified Soil Testing all I 1\ ~ 1 ~ 11.Y k~ ~ L/ L N r.ai i~~,k,dl Sib, L , /j 1 L J c a\ 1. ` `TC~ 1 ►~K ve.e) °c.TOC zz.t~i-4 ~8 ~t•za' 1. z rt .J(Q ~J \i01t s~ Y~a s~ \sJ-..~2 0.0 .0 l y,~~~ S~ d-40- wo-L +`a 13 ~ ►,~~c ~n,et, z ~ 1~1 ~.s~ kw~c~l aX tom, 'Al tit. > LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF FOREST COMPUTER NUMBER 014-1008-40-500 Parcel Number 4.31.15.61 B-50 OWNER NAME: First RUEBEN Last GLUEGE PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment SECTION 4 TOWN 31N RANGE 15W 1/4160 SE 1/440 NE Line Description Line Description TOTAL ACREAGE 19.272 PLAT CSM 15/4148 014/01 LOT03 BLK 01 SEC 4 T31 N R15W PT NE SE 15 02 & PT SE SE BEING CSM 15/4148 16 03 LOT 3 19.272AC GLUEGE A 17 04 ?!4 INT & 4-STAR A 1/4 INT 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1-Gene- d, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit 01q- /00,9--vo - _ ~ D ( of - lo 08 qC) 5 C) 14 - w8- eta - c s-b 6Ei::23 al13 4 KATHLEEN H. WALSH (01 (3 1~( (DUCg-' yo- REGISTER OF DEEDS(p 16 (C ~ t3- l U ST. I L RECEIVED OR ECdRDWI N 01q- t U o 8- Yo /9- -14-2001 8:30 An 014- t oo&-J40- 3-0o 6d s - p (K - (Ua(q- ~0 - 41()C) &((5_q0 (.tea COPY FEE: 3.00 CSI r -S~ _ LOC)p U _ - _ -v RECORDING FEE: 12.00 C-9 L 14 - MAP eEMj&iij~I-iWS(U,Q,R-00V r~) Located in the NE 1/4 of the SE'/4 and the SE'/4 of the SE'/4 of Section 4, T3 N, R15W, Town of Forest, St. Croix County, Wisconsin. UNPLATTED LANDS SEE NOTE ~1 I EAST-WEST 1/4 SECTION LINE N 89' 35' 31" E 1 347.96' 75' N 89-36 31" E 4,048.93' 1,314.84' 33.02 I id E1/4 CORNER, SECTION 4 W114 CORNER, SECTION 4, ( (2 "IRON PIPE SET) I 1 R.R. SPK FND. ) (RAIL ROAD SPIKE FOUND) s LOT 1Z'3,tSD 8 CSI' ' w 665,539 SQUARE FEET (15.279 AC.) ° U INCLUDING RIGHT OF WAY P I 648,863 SQUARE FEET (14.896 AC.) I I EXCLUDING RIGHT OF WAY i I 9 1313.71' 34'53I I N N N 89' 35' 34" E 1,348.24' I I 12 ~1 Scale 1" = 300' o LOT 2I I m W $ 668,420 SQUARE FEET (15.345 AC. ) 01.4 p Z g INCLUDING RIGHT OF WAY i 1-t Bearings referenced to 650,929 SQUARE FEET (14.943 AC. ) the East line of the SE W EXCLUDING RIGHT OF WAY I Z '/4 of Section 4, assumed 3: 1 ' g 1,312.57' 36'0 1 I C/) SO133'01"W. CQ 1-71 I ca WNER / SUBDIVIDER I N 89° 35' 36 E 1,348.61' to ( I FOUR STAR I y '0 PROPERTIES 17 4445 WELLS ROAD WI $ o LOT I $ I W EAU CLAIRE, WI. 54703 ~I N $ 839,481 SQUARE FEET ( 19.272 AC.) g a,I~ o ~I w 04 INCLUDING RIGHT OF WAY - ' ~i LEGEND Q. ;0 (6 816,614 SQUARE FEET (18.747 AC.) - SECTION CORNER Z~i " `N° EXCLUDING RIGHT OF WAY cl I MONUMENT. (AS o' W NOTED) Z • - 1" X 24" IRON PIPE 0 cn 37 z X 2' 1,311.47' I M WEIGHING 1.13 LBS. W wl O IM 4 / LIN. FT. SET. Z N 89' 14' 19" E 1,349.41' D, - FENCE LINE. 9 8 ~IDU r' mI m -n I NOTE: ADJOINING LAND o 01 I OWNE GAIR>is ~a OUTLOT 1P; I LANDS BETWEEN THE m 1,306,842 SQUARE FEET ( 30.001 AC.) FENCE AND THE EAST- p INCLUDING RIGHT OF WAY WEST Y4. SECTION LINE. W in 1,228,725 SQUARE FEET (28.208 AC.) I I CONSULT AN ATTORNEY u- o EXCLUDING RIGHT OF WAY _ BEFORE REMOVING I' FENCE OR DEVELOPING NOTE: Outlot 1 is an unbuildable lot until ~ THIS PORTION OF THE such time it is replatted and approved by St. bo I PROPERTY. Croix County. ~I z S1/4 CORNER, SECTION 4, 100 BUILDING SETBACK LINE FROM R: O: W _ _ _ _ I I T31 N, R1 5W, FOREST. -moo - - - - - - - - - - - - ( 7/8 STEEL RE-BAR SET) S 89° 06 29"W 1,309.46 N 88° 53' 05" E 1,350.51 _ )3'05"W-1,350-51 _ - S 88° 5 SOUTH LINE OF THE SE114 UNPLATTED LANDS SE CORNER, SECTION 4, I I PREPARED BY: (2" IRON PIPE W/ SPK FOUND) GRANBERG SURVEYING V 'y ly 1239 C.T.H. "E" SCALE IN FEET I = 300 WITH SPIKE im New Richmond, WI. 54017 ~O Phone ( 715 ) 246-7529 0' 75' 150' 300' 600' 900' SHEET I OF 2 Vol. 15 Page 4148