Loading...
HomeMy WebLinkAbout008-1011-60-375 Wisconsin SOIL EVALUA EPORT #1665 Department of Commerce in accordance with Comm v dm. Code Page 1 of 3 DiAion of Safety and Buildings Steel's Soil Service, Inc. County FeIVE Attach complete site plan on paper not less than 8/2 11 in~~ s St. Croix include, but not limited to: vertical and horizontal refe nce point (BM), direction and percent slope, scale or dimensions, north arrow, and cation and distance to nearest arcel I.D. NAY 0 2 2005 008-1011-60- 3'S Please print all informa 'on. Reviewed By Date Personal information you provide maybe used for seconda purppM M"8tj f.q4 (1) c7 I3 v5 Property Owner Local on Stave, Timothy Govt. of na NE1/4, NW1 S N, R16W Property Owner's Mailing Address Lot # loc # Subd. Name or CSM# / 2326 55th Ave. 1 a CSM P~t1$i;3g 20`j p r✓ City State Zip Code Phone Number ❑ ❑ Village ❑ Town Nearest Road Baldwin WI 54002 715-684-2283 Eau Galle 50Th Ave ❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: na Parent material End moraines, ground morarines, drainageways Flood plain elevation, if applicable na ft. General comments Mound desgin, system elevation 97.84ft based on contour line elevation 96.00ft. -2-Z and recommendations: ❑ Boring ~F-1-1 ❑ Boring # Z Pit Ground surface elev. 93.70 ft. Depth to limiting factor 14 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2 1 0-9 10yr3/2 none sil 2msbk mfr CS 1vf .6 .8 2 9-14 10yr4/4 none Sid 2msbk mfr cs na .4 .6 3 14-20 10yr4/4 c1d7.5yr5/6 Sid 2msbk mfr gw na .4 .6 4 20-48 5yr4/4 c2d7.5yr5/6 scl om mfr na na .0 .0 a Boring # Boring ❑ pit Ground surface elev. 93.70 ft. Depth to limiting factor 20 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 `Eff#2 1 0-7 10yr3/2 none sil 2msbk mfr cs 1vf .6 .8 2 7-20 10yr4/4 none sl 2msbk mfr gw na .6 1.0 3 20-48 5yr4/4 c2d7.5yr5/6 sl om mfr na na .2 .6 " Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signatu~ CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 4/27/2005 715-760-0347 SBD-8330 (R.07/00) Property Owner Stave, Timothy Parcel ID # 008-1011-60-000 Page -2 of 3 F 3 -1 Boring # ❑ Boring ❑ Pit Ground surface elev. 97.00 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *EfW 1 0-9 10yr3/2 none A 2msbk mfr cs ivf .6 .8 2 9-21 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 21-32 10yr4/4 i:10.5yr5/6 scl 2msbk mfr cs na .4 .6 4 32-48 5yr4/4 c2d7.5yr5/6 sl om mfr na na .2 .6 ❑ Boring # E] 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eft#1 *Eff#2 ❑ 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 GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS a 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.07l00) Steers Soil Service, Inc. t ' STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel Timothy Stave 994 200th St. CST-POWTSM NE1/4,NW1/4,S9,T28N,R16W Baldwin, W154002 Lic. #248956 Town of Eau Galle, St. Croix Co. Cell(715) 760-0347 Lot 1, Pending Fax.(715) 684-3449 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 N 1" = 40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 98.90 ft Top of 3/4" pvc pipe = Borings Boring Elevations BI = 93.70 ft B2 = 93.70 ft B3 = 97.00 ft B4 = 0.00 ft ~g2.75 ~L l 93- 77 120 ~i7~do~'~ G d 32 ~~S ~ ~6 ~ 9 a ~ 6 ah U)C Parcel 008-1011-60-375 02/06/2008 10:48 AM PAGE 1 OF 1 Alt. Parcel 04.28.16.60A-60 008 - TOWN OF EAU GALLE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 06/30/2005 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - STAVE, TIMOTHY R & PAMELA L TIMOTHY R & PAMELA L STAVE 2326 55TH AVE BALDWIN WI 54002 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ' 2342 50TH AVE SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 3.250 Plat: 5006-CSM 20-5006 008-05 SEC 4 T28N R16W PT SE SW FKA CSM 14/3855 Block/Condo Bldg: LOT 07 LOT 1 (27.780AC) BEING CSM 20-5006 LOT 7 (3.25 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 04-28N-16W SE SW Notes: Parcel History: Date Doc # Vol/Page Type 06/30/2005 799042 20/5006 CSM 11/26/2001 663148 1772/108 EZ-U 2008 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 07/06/2006 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 2.250 200 0 200 NO UNDEVELOPED G5 0.250 50 0 50 NO AGRICULTURAL FOREST G5M 0.750 400 0 400 NO Totals for 2008: General Property 3.250 650 0 650 Woodland 0.000 0 0 Totals for 2007: General Property 3.250 650 0 650 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 w 799~~i-2 VOL KATRUEER H GE 5006 WALSIr- REGISTER OF DEEDS ST. CROI X CO. , VI RECEIVED FOR RECORD 06/30/2005 11:50AN CERTIFIED 1SUURVEY MAP RE[_ FFF'- COPY FEE: 3.00 CERTIFIED SURVEY MAP PAGES: 2 LOCATED IN THE SE 114 OF THE SW 1 4 OF SECTION 4, T.28N., R.16W., TOWN OF EAU GALLE, ST. CROIX COUNTY WISCONSIN, BEING LOT 1 OF THE CERTIFIED SURVEY MAP VOLUME 14, PAGE 3855. PREPARED FOR: BEARINGS REFERENCED TO THE SOUTH TIM STAVE LINE OF THE SW 114, SECTION 4. NORTH QUARTER CORNER MEASURED AS N86 .48'05'W. SECTION 4 - FOUND (ST. CROIX CO. COORD. SYSTEM) 2 " IRON PIPE o c,,, o I I 1. M. H. DEVELOPMENT lI -i° I w 160 I ~1-4 NW .CO 551 NORTH LINE OF THE SE-SW °D SE=SW ' - S86-52-45 "E 1310.54' W T 36.63" 494.27 %W-SE SOIL TEST 127.91 ' 3'0 530.90' +SITE 779.64' SW S E LOT 5 o i es w = 4.23 AC. +SOIL TEST APPROX. 6' WEST NE COR. : 184.317 SQ.FT. SITE OF N/s III SE-SW O :3.96 AC. EXC.R/W N: p - Z i I 172.262 SOFT r"} N u, . r I 35.87' O 49730- N8339'14 "W - 533.17 LOT 6 92 w I I 17.02 ACRES b tv y I I LOT 2 741,481 SO. FT. o i I 16.97 AC. EXC. R/W z : N 1 1 739-300 SO. FT. rt' m I I :rn ~ O S I to tr o co cp 1 ti r11:. I LOT 3 ! u °CN' C 0o I I C. co I ► d 'E 71 1. 08, ~-1 I o 356.38 - Z 3.2 LOT, 8" 7 N) I LOT 4 141 142 41 0. Fr w SW CO I 2.98'A / SE-SW I 129,989 SO FT 0 3.0 AL. EXC.R/W. $ 130.769 SO. Ff. N O x , I I • . • SO/L TEST SfTE -o - z N SOIL - E6T... ~ . r z 586'48"OS'E I - - - - - - _ N86'gB•OS 776. 14 at - - 353.69 710( 304.356_37- .92' - - - ~ N I I I I I N 86'48 05776.05' - ~n+~ I SOUTH LII'VE OF THE SE-SW z O z I I I 1 2613.97' SOUTH QUARTER CORIr1ER C z LOT 4 SECTION 4 - FOUND I • • . • • • • • • • • I ALUMINUM CAP MONUMENT C. S. M. VOL. 15. I LOT 5 I tI o PAGE 4182 z° z LEGEND gc0/y Qo O = SET 1" 0. D. X 18" IRON PIPE WEIGHING Z 1. 13 LBS. PER LINEAR FOOT JAMES M. • = 1 " O. D. IRON PIPE FOUND WEBER 6.104 SpRm 1"=300' Q' O 150 300 600 SHEET 7 OF 2 JAME w - 804 LANDMARK L4 SUI,1j11 ING, INC. 2005032 THIS INSTRUMENT DRAFTED BY JIM WEBER DATED - ` Vol 20 Page 5006