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Home My WebLink About004-1046-90-050 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings In accordance with Comm f ''ll RECEIVE ~ ► Attach complete site plan on paper not leRA.U res+~'~ize. t St. Croix Include but not limited to: vertical and horizontal reference point (BM), dand Parcel I.D. Percent slope, scale or dimensions, north arrmm ne d b Date Please print all information Personal information you provide may be used for secondary purposes (Privacy La • &NW COUNT Reviee Property Owner I Pr ion Q/jam ~^v'w Govt. Lot NE 28 R 15 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or Slvi# t 2362 900` Street City State Zip Code Phone ❑ City ❑ Village ® TO Nearest Road Spring Valley - WI 54767 715-772-3228 Cad aYY / 25th Ave. 0 New Construction Use: ® Residential / Number of Bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or Commercial - Describe: Parent Material Flood Plain elevation if applicable ft. General comments and recommendations: NW 10 acre parcel in the '/4, '/4 section described above. Boring # ❑Boring D Pit Ground Surface Elevation 100.0 ft. Depth to Limiting factor 24 in. Soil ADolication 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 *01#2 1 0-6 10YR3/2 None SIL 2-m-gr ds gs 3f 0.6 0.8 2 6-9 10YR3/3 None SIL 1-f-pl ds CS 2f 0.4 0.6 3 9-24 10YR4/4 None SL 2-m-bk mfr gw 1f 0.6 1.0 4 24-40+ 7.5YR3/4 None SCL 0-m mfr - 1f 0.0 0.0 ❑ ❑ Boring 2 Boring # 0pit Ground Surface Elevation 100.45 ft. Depth to Limiting factor 24 ✓in. Soil Apyl Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsel u. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 ~Eff#2 1 0-7 10YR3/2 None SIL 2-m-gr ds gs 3f 0.6 0.8 2 7-13 10YR4/4 None SIL 1-f-pi ds Cs 2f 0.4 0.6 3 13-24 10YR4/4 None CL 2-m-bk mfr gs 1f 0.4 0.6 4 24-30 10YR4/4 7.5YR4/4 f-1-f SCL 2-m-bk mfr gw if 0.4 0.6 5 30-40+ 10YR4/4 No~ ne SCL 0-m mfr - - 0.0 0.0 • Effluent # 1 = BODs > 30:5 220 mg/L and TSS > 30:5 150 mg/L " Effluent #2 = BODs 30 mg/L and TSS 30 mg/L CST Name (Please Print) Sign CST Number Mark Iverson 46672 Address Date Evaluation Conducted Telephone Number P.O. Box 155 Hammond, WI 54015 Mav 31.2006 715-796-5664 Property Owner Barry Taplin Parcel ID# 004-1046-90-000 page 2 of 3 a Boring # ❑ Boring / spit Ground Surface Elevation 96.9 ft. Depth to Limiting factor 25 in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. n II . Sz. Con t. Color Gr. Sz. Sh. rO.6 Eff#1 "Eff#2 1 0-8 10YR3/2 None SIL 2-m-gr ds CS 3f 0.8 2 8-16 10YR4/4 None SIL 1-f-pl ds cs 2f 0.4 0.6 3 16-25 10YR4/4 None CL 2-m-bk mfr gs 2f 0.4 0.6 4 25-35+ 10YR4/4 10YR4/6 & 5/3 f-1-f SCL 2-co-bk mfr - 1f 0.4 0.6 ❑ Boring # ❑ Boring E1Pit Ground Surface Elevation ft. Depth to Limiting factor in. Soil ADolication 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 ❑ Boring Boring # OPit Ground Surface Elevation ft. Depth to Limiting factor in. Soil ADDlication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 ' Effluent # 1 = BODS > 30:5 220 mg/L and TSS > 30!5 150 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 0 ft. 24 ft. 40 ft. 80 ft. N place system on the 100.0' contour BM#1 - Top of 3/4" PVC pipe at base of power pole 94.4' 100.01 S/o e B-3 96.9' B-2 00.4 rn W O ~O 00 ~ O North and west property lines are greater than 100 feet from the proposed system. The proposed south and east property lines have not been identified. BM#2 - Top of 3/4" PVC pipe at base of power pole 109.46' BM# & Description = Bench Mark Elevation 100, = Boring Location & Elevation Owner: Barry Taplin Site Information: Completed By: Mark Iverson 2336 290th Street NE 1/4, SE 1/4, S20, T28N, R15W 680 Larcom Street Spring Valley, WI 54767 Town of Cady Hammond, WI 54015 Phone: 715-772-3228 St. Croix County 715-796-5664 PSS#198 / CST# 46672 Parcel 004-1046-90-050 03i27i2007 04:26 PAGE 1 OF I F Alt. Parcel 20.28.15.319B 004 - TOWN OF CADY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 08/17/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner KHU & BAO VANG O - VANG, KHU & BAO 2836 CTY RD G GLENWOOD CITY WI 54013 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ` 2881 25TH AVE SC 5586 SPRING VALLEY SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 10.000 Plat: 5259-CSM 21-5259 004-06 SEC 20 T28N R15W PT NE SE CSM 21-5259 Block/Condo Bldg: LOT 02 LOT 2 (10 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 20-28N-15W NE SE Notes: Parcel History: Date Doc # Vol/Page Type 09/06/2006 833908 WD 08/17/2006 832389 21/5259 CSM 07/07/2004 768099 2611/366 WD 05/30/2003 723669 2257/409 LC more... 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 09/21/2006 Description Class Acres Land Improve Total State Reason Totals for 2007: General Property 0.000 0 0 0 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 ._:"'VL O 832389 VOL 21 PAGE5259 KATHMM H. WALSH REGISTER OF DEEDS ST. CROIX CO., VI RECEIVED FOR RECORD 88/27/2086 08:45AM "ltf~TY CERTIFIED SURVEY MAP REC FEE: 23. Do ,_.'-;WiD COPY FEES 3.80 PAGES: 2 CERTIFIED SURVEYMAP NO, 832389 VOLUME 21 PAGE 5259 Being the Northeast 114 of the Southeast 114 of Section 20, Town 28 North, Range 15 West, Town of Cady, St. Croix County, Wisconsin. 4- -o poor I IElE}r10fE [CreA1LM aN A g r~osrr o► sross~~s +s X. r caNaaee nwo DETAIL ONE SCALE 1" = 10' 1 s a~sler S 00°2527" W 2622.38' namm, A low W- 5 7 1311.19 ----swr1311.19 - L1 _ . - 50. DI 7 - en.oe t 63? 56' - S 00°24'0_2" W _ B+' S 00°24 02" W 6 ~ r2' 33• aa,,,our - - smDTm 20 i cXNnm1E or mmom mY OLI ML 1 , 1 a't 9148000 rsefT 1 COVSKAW SI OT 1 rt °F •rm.nv DPI i i ~S• 1 SO. Fn.* or 200TH AM 26TH Awns ~ 2 •o 10 00 ACR£S;k O / N Z 11 LAW ~ CVY 4~1Q/ 00 ~ I ~ ® N N Cpl S/ M ~ I ~ ,Exrl~no RjBht-of-Wav ~ c~Y ~O Q~ / a I f , b M5,209 SO. FT.* r, LOT 3 LEGEND 0.07 ACRES* •r CWWXW UNQ) 858,723 Sp. fT I I 19.71 ACRESf FOUND IRON RAIL ROAD SPIKE N oo°22 43" E 661.17' Excludin - - W i I 2 Bz, 632.3J' 3 83 SQ. FT.f FOUND STEEL BERN75£N NAIL r , 19.21 9.21 ACRESt N OQ i ~ i °1QO1p"01~14161°"~ L1°am ` `r = O -SET 314-m 24" IRON REBAR, I I LOT 2 o M %UGNING 1.50 LDS/UN. FT. M va/ = EDGE OF PAVEMENT o j j aI 435,601 = FT.* i I 10.00 ACRES* pp slues Am o #WW = RIGHT-OF-WAY I rF ~L~na RTChf-at-Wav 00 r? a 1 W 4196,536 O. Fr.* ® Telephone Pedestal ~V I CW%CAW 1AND) ~o Na1.Br Son Bare Test Sits .Z I o,) sonv SYSTEM 7~ = Power Pols 01 O ®Q Electric Meter ` a+1Te~°V B~ oze ama,w nsu arnc t I i I wslsalouTO smT Low or "a r - Fenoe Is 13' West of set mbar, 63-2-14' NE v. nc W v+. 654.42, 15 2 =Fence is 8.5' West of 1st rotor. i I n 29,03' N oo°19'59" E 1315.59r s = Fence extended is 2.W West of set 33 OS BARBED WIRE FENCE rebar. Fence terminates at a North, 68'/ East, and West intersection, 12'3 North Di of set rebar. BEAMG3 ARE RMWONCM TO NSA rHK EAST LOW OF TM NOTE, Q 30U7liaA 4r 114 OF SW"CW 20, • UNDERGROUND ELECTRIC WHICH W ASSUAM TO BEAR r• N J. ''4* S5." W. LOCATED BY DIGGERS HOTLINE "`~''828tt o' 1 0, 3 A-A vyl oP SCALE 1 300' Prep nedjar: SU BARILYTAPLIN RB LAND SURVEYING, INC. , 236 29oth STREET SHEET 1 OF 2 8324000NTYROAD"Vv' SPRING VALLEY, WI54767 AfONDOVI, WISCONSIN54755 tote Vol 21 Page 5259 i Parcel 004-1046-90-025 03/27/2007 04:25 PM PAGE 1 OF 1 Alt. Parcel 20.28.15.319A 004 - TOWN OF CADY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 08/17/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - VANG, KHU & BAO KHU & BAO VANG 2836 CTY RD G GLENWOOD CITY WI 54013 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 246 290TH ST SC 5586 SPRING VALLEY SP 0100 CHIP VALLEY VOTECH 6(//I Legal Description: Acres: 10.000 Plat: 5259-CSM 21-5259 004-06 SEC 20 T28N R15W PT NE SE CSM 21-5259 Block/Condo Bldg: LOT 01 LOT 1 (10 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 20-28N-15W NE SE I Notes: Parcel History: Date Doc # Vol/Page Type 09/06/2006 833908 WD 08/17/2006 832389 21/5259 CSM 07/07/2004 768099 2611/366 WD 05/30/2003 723669 2257/409 LC more... 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 09/21/2006 Description Class Acres Land Improve Total State Reason Totals for 2007: General Property 0.000 0 0 0 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