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Home My WebLink About004-1043-80-600 j { ' . 14 nsin SOIL EVALUATION REPORT #1580 Page 1 of 4 Depaftent Commerce in accordance 85, tAdde Division of Safety and Buildings Schmitt Soil Testing, Inc. ss than 8: x 11 inches in-aizB,~Ian must St. Croix Attach complete site plan on paper not le include, but not limited to: vertical and horizontal reference point (BM), dir- eaIMrand-- percent slope, scale or dimensions, north arrow, and location and distance to nearest D. art of: 0041043-8Please print all information. dDate Personat information you provide may be w --d for iDArff lyvacy L , s. 15.04 (1) Property Owner G f Y G roperly Location Frye, Shawn ovt. Lot NW1/4, NW1/4, S19, T28N, R15W Property Owner's Mailing Address of # Btodc # Subd. Name or CSM# v 291 270th St. 5 Acre Parcel (East) v2 3 / • City State ip C ~C ` r ❑ City U Village M Town Nearest Road Wilson WI 54027 715-772-4366 Cady ID-1 2Z 27Th Ave. M New Construction Use-- M Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ❑ Public or commercial - Describe: Parent material Glacial till (Vlasaty Series) Flood plain elevation, if applicable NA ft. General comments and recommendations: Area is suitable for a mound system. System elevation is 97.85' based off contour line established at 96.60'. Slope is 4%. Depth to limiting factor is 21". F-1-1 ~g # ❑ Boring Pit Ground surface elev. 96.70 ft. Depth to limiting factor 23 in. Solt 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 1 0-11 10yr3/2 none sil 2fsbk mvfr as 2f lvf .6 .8- 2 11-15 10yr4/4 none sil 2fsbk mfr 9W 1vf .6 .8 3 15-23 10yr5/3 none I 2msbk mfr 9W ivf .6 .8 4 23-31 10yr4/6 c2d 7.5yr5/6 sd imsbk mfr gw 2 3 7.5yr5/2 5 31-61 7.5 r4/4 c2d 10yr5/6 cl Om mfi 0.0 0.0 y 10yr6/1 a Boring # El Boring M Pit Ground surface elev. 96.80 ft. Depth to limiting factor 26 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. 'Efr#1 'Eff#2 1 0-8 10yr3/2 none sil 2fsbk mvfr as 2f, lvf .6 .8 2 8-16 10yr4/4 none sil 2fsbk mfr gW 2vf .6 .8 3 16-26 10yr6/3 none sl lmsbk mfr 9w .4 .7 4 26-32 7.5yr4/6 c2d 7.5yr6/6 sd lmsbk mfr gW .2 .3 7.5yr6/1 5 32-62 7.5yr4/4 c2d 10yr6/6 d 0m mfi 0.0 0.0 10yr6/2 • 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) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 8/23/2007 715-247-2941 SBD-8330 (R.07/00) Property Owner Frye, Shawn Parcel ID # part of: 004-1043-80-000 Page 2 of 4 ❑ Boring # ❑ Boring Z P# Ground surface elev. 95.55 ft. Depth to limiting factor 21 in. Sod MAppfication 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 TIM 1 0-9 10yr313 none sil 2mgr mvfr as 2f 2vf .6 .8 2 9-16 10yr4/3 none sil 2fsbk mvfr gw 2vf .6 .8 3 16-21 10yr5/3 none fsl 1fsbk mfr gw lvf .2 .6 4 21-31 10yr5/6 m2d 10yr6/6 scl icsbk mfr gw .2 .3 10yr5/2 5 31-64 7.5yr4/4 m2d 10yr5/6 10 r6 2 imsbk mf r .2 .3 ❑ Boring F-1 Boring # D Pit Ground surface elev. ft. Depth to limiting factor in. So# Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Efl#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 GPDtW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 •Eff#2 Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L " Effluent #2 = 8005 < 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, lease contact the p department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Schmitt Soil Testing, Inc. Page 3 of 3 Conducted by. Conducted For: Schmitt Soil Testing Inc. Name: Shawn Frye Thomas I Schmitt, CST 227429 Address: 291 270th St. 1595 72nd St. City, State, Zip: Wilson, Wl 54027 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: CSM Pending Approval Lot No.: _3 (East Lot) Oak Legal Description: NWIM NWlf4 SO T28N RI 5W ■ Backhoe pit Township, County: Cady, St. Croix County 0 Bench Mark EL 100.00' Top of 2" pvc pipe © Alternate Bench Mark El. 97.40' Top of 2" pvc pipe Slope= 4% Contour Line EL 96.60' Contour Length 100' Ft I Scale I"= 40' v ~ ws~ ~s?31j 27- ~3~u f AMMS Viewer Page ~f of y i } t t, ! 0 N l 27TH wag I i I http://72.21.230.178/website/LRPortal/ARCIMS/MapFrame.asp?PIN= 8/23/2007 Parcel 004-1043-80-600 01/23/2008 09:17 AM PAGE 1 OF 1 Alt. Parcel 19.28.15.296C 004 - TOWN OF CADY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 12/27/2007 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner SHAWN M FRYE O - FRYE, SHAWN M 291 270TH ST WILSON WI 54027 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 2722 27TH AVE SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 5.000 Plat: 5493-CSM 23-5493 004-07 SEC 19 T28N R1 5W PT NW NW BEING LOT 3 Block/Condo Bldg: LOT 03 CSM 23-5493 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 19-28N-15W NW NW Notes: Parcel History: Date Doc # Vol/Page Type 12/27/2007 866253 23/5493 CSM 07/07/2002 684424 1929/112 QC 03/01/2000 619037 1493/067 WD 03/01/2000 619036 1493/066 WD more... 2008 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 01/03/2008 Description Class Acres Land Improve Total State Reason Totals for 2008: 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 in £6tIS a6ed £Z '10A . zwt OOZ 0 OOZ 9JL33H9 Z d0 L JL33HS L"Z-L 31Va 09-LO ON SOr NOSNOIH313VH01VYA8 a313VHa 1N31NnH1SNI SI141 OOZ = r L 1334 M 31V09 6L NOLL03S H3NHOO VAM N /1.6i.0i.00S 3.1S,IE.OZS 6b'S9T 6S'49i 3.91•.OT.OTS .OT,Zb.OZ 00'8S1• t3 1n0 1N39NV1 NI 1N39NV1 H19N3-1 ONV HIDN31 9NINv3H 319NV SnIQV2I 213HWnN Q210H3 (180H3 1V81N33 Z 3-IEVl V1VQ 3Aanz) rn 3nN3AV HJ-LZ II 3NnU31N33 ONLLSIX3 ~879,62 L-91 M-01 Col. N II +5-9 .ct-EOS ~ ~ ~9 .Lt•£oc ~ .ss•vcs Q I ..................o. 11 66'09Z t 3.9Y.S l_69N w 1N3W3SV3 AVM3AIHa 1NIOP .99 3Nfl NOtl913S ONlaltn9 AS m O c5 $ 3AIH0 .s P° rn H' U131d op g{ L. tfi AA -OS 9LE'60Z m i C '13 'OS t££'60z y MM •OX3 SakIOV t9.4 03HS ~ I I MM 'OX3 S3HoV L9'Y OZ 1d 'as 009'1 tz M/d ~s v oo s I N i N 0 MAi 'ONI S3HOV 00"9 Z JLO1 -naM ® j E x.01 - JNIOlln9 3/UHa A Of ` ('dA.L) 1S31110S v v ONLLSIX3 .'w m - L- - I -A v .Lt"£OE L L•60E ~ ~ I W +A'Z l 3SnOH j .PV90934 t.S L6N n-I •,K,,,~ Ml~i,.S ~„1 - - v 1N3A OIL43S j I cc SC Lee -T.. . ~ -c NnPKId ' " ' ='T~ Q iQ 'l.d'OS SSL'6EZ'L ~ j `•tt~r... - AMd J H 9Z OS LBL'LBZ L ~ ~y~iSNO I 0 MM 'ONI S3HOV BL"63 s L 101 H31V3 :V O1 m $3dO~S %M. A . . . 0l 31VNfIXOHddtl 2 ''w . LO1 SS'L:4 \ BALI M.C4ZZ.OOS AWC L£ L JV64M r► Lo689 6L N01103S \ t N01103S EZOt•S IM 'S1H3130H - - - - - - - - - - - - - - - - - - - - - - H3NHOO MN y H3NHOO VAN >L X013 "O'd cp-~O 1 OM 'omk3mnS aNV IH1HON O wnNVld O NIM03 9ONad VNI1SM3 x x _ aoA3nans 1003 HV3N11 U3d 'S91 OS't 1 LZOVS 1M 'NOS1IM ONIH013M 139 W93H NOH1.9 t X. t 133H1S MOLE L63 m aNn03 HV93H .4/£ L 2 m 3AHd VH119V1 aNV NMVHS n a3NM0 ONnod 3dtd NO181 .Z 3 z n aNnOd 1N3WnNOW H3NHO3 OWE :333 kd03 N01103SALNnooWnN1WMV 00'61 :333 0321 CM303.1 £669 :39Vd £Z :IOA dVW MAWS 03IAII833 'NISNOOSIM 'ALNnoo momo '1S `Ac3vo d0 WdO6:E0 LOOZILZ/ZI NMOJL 'MS La 'NSZJL 'S L NOI.LO3S d0 b/ LMN 3HJL ON033d 803 03AI3338 IM -03 x1083 -1s 08003 N TdN0110\/ad 3H1 d0 JLaVd NI 031M001 S0330 JO 831SI938 ALNn oa AMAP Egm'ad 11&AW 0 HSIVM 'H N331HIVA ESZ998 s - ~br IIII lif! 111111 IIII Ilill IIIiI TRI-P0311 JAN - 8 2008 ROIX COUNTY SURVEYOR'S RECORD ALUMINUM COUNTY SECTION ` w CORNER MONUMENT FOUND O w 0 2" IRON PIPE FOUND OWNER w x c~n 1 3/4" REBAR FOUND SHAWN AND TABITHA FRYE cc O 291 270TH STREET W oC U) WILSON, WI 54027 ~ U W 1"X 18" IRON REBAR SET WEIGHING (D co z 1.50 LBS. PER LINEAR FOOT S U RVEYO R z W EDWIN C FLANUM a = ¢ -X-X- EXISTING FENCE I- O NORTHLAND SURVEYING, INC. m woo c) M[~lpdQ''CD L~,G~(,~D~ P.O. BOX 14 N1/4 CORNER NW CORNER ROBERTS, WI 54023 SECTION 1- \ SECTION 19 .S8901 4'37' W 1313.69' --X10.0'± S00°22'41."W 17-9± \ 47.58' T~$ w cq cl) ` M tC1 Z APP.ROXIMATE.LOCATION OF. 12% SLOPES. LOT 1 `n Q AN.Q GRFATI=R. 29.78 ACRES INC. R/W 1.297.187 SO. FT. ]c6l z ..........nn W ...............a; v 28.45 ACRES EXC. R/W ~I 10 Z 1,239,155 SO. FT. ~t I F" I o I W I1 33' 33 I (D I M r tM n I s SEPTIC VENT W I M ] HOUSE N89°1615"E606.34' 12.0± M I r I n : 303.17' 303.1r r cr' _ W EST (TYP.) ♦ ♦ SOIL' EXISTING A r BUILDING N !f DRIVE Fl H IN i ° LOT 3 to +o . 0 O WELL LOT 2 5.00 ACRES INC. R/W N N I 5.00 7 RE IN ~R•/W 217,800 SO. FT. Z I u~ 4.81 ACRES EXC. R/W n W l~ - SHED r 4.81 ACRES EXC. R/W [8 209,331 SO. FT. ° I L __J to 209,318 SO. FT. !►1 Q I io (o rd t I FIELD a cd 4 t DRIVE $ rn $ 6' z cn Z I at I at W BUILDING SETBACK LINE 0 :r 66' JOINT DRIVEWAY d EASEMENT N89°1646"E 1280:99 . . 0 rn 8 674.65' N .33.17' N 3D3.17' 6.5't I - ~O - -711.34' 303.1T- - -3ai.1T 27~ N _ rJ'1 E 1~ 7_68' EXISTING CENTER=LINE - 27TH AVENUE II~ N CURVE DATA TABLE °o CENTRAL CHORD CHORD cn NUMBER RADIUS ANGLE BEARING LENGTH ARC LENGTH TANGENT IN TANGENT OUT Cl 458.00 20'42'10' S10'10'46'E 164.59 165.49 S20°31'SIT S00°10'19'W W 1 %4 CORNER SECTION 19 SCALE IN FEET I"= 200'