The URL can be used to link to this page

Home My WebLink About008-1040-95-300 (2) •4 - 'ORIGINAL 1382 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Certified Soil Testing 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 horizont t (B(t+ direction and parcel I.D. percent slope, scale or dimemsions, nortw, a ti n~ ~distaNe to nearest road. - aCr 36)b Please pri rmaii6-m Revie Date VY0 A.") Personal information you provide m fors a in (Privacy Laws . 15.04 (1) (m)). Property wrier ropey Location -It ovt. Lot SW 1/4 NW 1/4 S 14 28 N R 16 W -4'4--avey, Bill Property Owner's ing dre s 17 tot # Block # Subd. Name or CSM~7 THW N ST GFXYX Z7Fending City St t Co er r~ Cit Village Town Nearest Road Woodville WI 715-69 Eau Galle 395 250Th St. New Construction Use: Reside bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material till Flood plain elevation, if applicable NA General comments and recommendations: install 4' x 112.5' rock unit mound on 100.0 contour as upslope edge of rock w/ 1.7' sand fill for 3 br Boring # Boring ❑ Pit Ground Surface elev. 99.6 ft. Depth to limiting factor 16 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 0-3 10YR 3/2 - sl 2 m gr ds cs 1f/m .5 9 2 3-9 10YR 3/2 - sl 2 f sbk ds cs 1 m .5 .9 3 9-16 10YR 4/4 - sl 2 m sbk mvfr Cs if .5 .9 4 16-26 10YR 4/6 f2d 7.5YR 5/8,5/3 scl 0 m mfi - 0 0 I Boring # rf Boring ,i Pit Ground Surface elev. 101.5 ft. Depth to limiting factor 19 in. Soil Application Rate FYI 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 10YR 3/2 - sl 3 m gr ds cs 1f/m .5 .9 2 4-10 10YR 3/2 sl 2 f sbk ds cs if .5 .9 3 10-19 10YR 4/3 - sl 2 m sbk mfr Cs if .5 .9 4 19-33 10YR 4/6 f2d 7.5YR 5/8 scl 0 m mfi - 0 0 - - common gy si coa s on pe s in orizon ' Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ffl nt #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please rent i a ure: Uzi I Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 8/11/2001 715-233-0398 Property Owner Peavey, Bill Parcel ID # - 5 acre CSM Pending Page 2 of 3 - } F3 I Boring # J Boring Pit Ground Surface elev. 99.4 ft. Depth to limiting factor 22 in. Soil Application Rate ! Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-4 10YR 3/2 - sl 3 m gr ds cs 1f/m .5 .9 2 4-10 10YR 3/2 - sl 2 f sbk ds cs 1M .5 .9 3 10-22 10YR 4/3 - sl 2 m sbk mfr cs 1m .5 .9 4 22-32 10YR 4/6 f2d 7.5YR 5/8 scl 0 m mfi - - 0 0 I ~ common gy sl coats on pe s in orizon Boring # Boring 16 Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 17 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. 1 0-3 10YR 3/2 - sl 3 m gr ds cs 1 f/m .5 .9 2 3-11 10YR 3/2 - sl 2 f sbk ds cs 1m .5 .9 3 11-17 10YR 4/3 - sl 2 m sbk mfr cs 1M .5 .9 i 4 I 17-50 10YR 4/6 f2d 7.5YR 5/8 scl 0 m mfi - - 0 0 common gy si coats on pe s in horizon ❑ 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. I, i Effluent #1 = BOD5> 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 Property Owner Peavey, Bill Parcel ID # 5 acre CSM Pending Page 2 of 3 FYI Boring # Boring fig Pit Ground Surface elev. 99.4 ft. Depth to limiting factor 22 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtTEff#Z- in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-4 10YR 3/2 - sl 3 m gr ds cs 1f/m 5 .9 2 4-10 10YR 3/2 - sl 2 f sbk ds cs 1M .5 .9 3 10-22 10YR 4/3 - sl 2 m sbk mfr cs 1M .5 .9 4 22-32 10YR 4/6 f2d 7.5YR 5/8 scl 0 m mfi - - 0 0 common gy si coats on pe s in orizon Boring # Boring F'_1 Pit Ground Surface elev. 100.0 ft. Depth to limiting factor 17 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-3 10YR 3/2 _ sl 3 m gr ds cs 1f/m .5 .9 2 3-11 10YR 3/2 _ sl 2 f sbk ds cs 1 m .5 .9 3 11-17 10YR 4/3 _ sl 2 m sbk mfr cs 1m .5 .9 4 17-50 10YR 4/6 f2d 7.5YR 5/8 scl 0 m mfi - - 0 0 common gy si coats on pe s in horizon ❑ Boring # I Boring i 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. I 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 Sal Testing 1 ~ II s L.6 > I a f M cl J 3 ~ o ~ a ~s r 0 9 ~f 3 0 0 0 I 6 Z ~ d¢ o ri d f ~ h, d 008 - o Yv - 9~ a° 7 c ~f vo 8 - /o , 6632?7 Flo -mod a064RETILEEN OF DEEDS 10 ~{V-4s- OSO a/d dos `O q t _ CD~OSd o20 ?~S REC IVEDTFORC URDWI Coe to 40 - 9.S- t M) ao~~ ~ o9 -dS~1i-P7-2001 3:34 PM avS - 10 Ka - 9S -aoo dvz A-A► COPY FEE: 3.00 --3 008 - /D C/o - 5.7_006) *?o 7,9 -,60 RECORDING FEE: 13.40 I CERTIFIED SURVEY MAP •WILLIAM AND JEAN PEAVEY Part of the Northwest 114 of the Northwest 114, the Southwest 114 of the Northwest 114 and the Northwest 114 of the Southwest 114 of Section 14. Township 28 North, Range 16 West, Town of Eau Galle, St. Croix County, Wsconsin. ' Legend: j o Indicates 314" outside diameter round iron bar 24" long having a minimum weight of 1.13 Ibs.Ain. ft. set. o Indicates soil boring for proposed septic system. o, p(o Lot Areas: q o / ate' o Lot 1 _ 2.995 acres or 130,472 square feet. 2.695 acres or 117, 7,404 square feet excluding road a UNPLA_ TIED LANDS fight-of-way. Lot 2 - 4.203 acres or 183,104 square feet. o Q: I S 88.57'44 "E 320.04' 3.883 acres or 169,139 square feet excluding road W W 2 ./a, 290.86' fight-of-way. Lot 3 - 3.671 acres or 159,910 square feet. 6 Q 6 a0 3.171 acres or 138,113 square feet excluding road W o fight-of-way. Owner's Address: I h h 2530 C. T.H. "N" L or I Woodville, WI 54028 ? 3 2 a I I io 58857 4 E 166.06 . 41 1126.29' o 0 2 769' o o v I lk -4 4 1, W H S88 744 E153.98 H lL O O 4W I L T. ~v JO I, ~/f N Q Wh V% %J I•I~ a h ~~v! W O Oro, N N ~ 3 O Q3. W Z W o to o ?W Q, 2 1.2 Iry H io 2~ I d h v b \ W Q y al 3 v O QI Q 2 W 4 N • Q .4 W W 4 N N m o4 moo Z h M W 2 tA J I . o JI O Q Q O o SCALE 200 i O 5001 01 200' 300' 400' 500' 600' 2 215.99 294.05 V' O 0 W I S88.5"E 320i04' v W g This instrument drafted by Laurence W. Murphy y a I BARN LO r 3 Dated. October 3, 2001 W O p Q OSHED pN a d o a~ r j ~ N~ GON o W I I ~ b y 'a a W b SHED LAURE CE W. Ul HY 3 a I ~oRiru~NS S 17,13 - ~~T b 1 - f s~i•~ ~c~,~ $ RrVER FALLS. c 00 a~~ = O °•M ~ RED SJ~ ,04 _ /~j1 d LANG 0 A. I r~o~.o o Vol. 15 Page 4212 SHEET OF 2 LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF EAU GALLE COMPUTER NUMB844-95-_%Q0 Parcel Number 14.28.16.207A-30 OWNER NAME: First MARK D Last HUGHES PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment 355 250TH ST SECTION 14 TOWN 28N RANGE 16W %160 NW %40 SW Line Description Line Description TOTAL ACREAGE 3.671 PLAT CSM 15/4212 088/01 LOT03 BLK 01 SEC 14 T28N R16W PT SW NW 15 02 & NW SW BEING CSM 15/4212 16 03 LOT 3 3.671 AC 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit