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Home My WebLink About004-1043-80-100 (2) IL V ATtON REPORT #1579 NVIsconsin Department of Commerce Comm 85, Wis. Adm. Code Page 1 of 4 Division of Safety and Buildings Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must County St. Croix direction and include, but not limited to: vertical and horizontal ref sta percent slope, scale or dimension , V G and nce to nearest road. Parcel I.D. rt Of 1043-80A ! Z~I(o Please rinf a ► Info nnation.v Reviewed ` Da Personal information you provide may used 10 (Priv Law, s. 15.04 (1) (m)). 172 3 O~ Property Owner RPropertyy Location Frye, Shawn S1 (,gOIX COUNTY NW1/4, NW1/4, S19, T28N, R15W Property Owner's Mailing Address ZONING OFFICE lock# Subd.NameorCSM# 291 270th St. 30 Acre Parcel 2~ 7X City State Zip Code Phone Number City D Village N Town Nearest Road Z3 / ~y 3 Wilson WI 54027 715-772-4366 Cady 270Th St. 7 on Use: N Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ❑ Public or commercial - Describe: Pares ma eriai Glacial till ver limesto a Flood plain elevation, if applicable NA ft. General comments -2 ~~'1/ Ci N CU~G ? Ned lJi(/ and recommendations: Area is suitable for a mound system. System elevation is 100.90' based of contour line established at 99.65'. Slope is 10%. Depth to limiting factor is 21". F 1-1 Boring # M Ground surface elev. 100.05 ft. Depth to limiting factor 32 in. Soil 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 0-7 10yr3/2 none sil 2mgr mvfr as 2f lvf .6 .8 2 7-12 10yr4/4 none sil 2fsbk mfr gw 2vf .6 .8 3 12-19 7.5yr4/6 none scl lmsbk mfr gw .2 .3 4 19-32 7.5yr4/4 none sl Om mfr gW .2 .6 5 32-40 10yr5/6 c2d 10yr6/6 scl 1msbk mfr cs 2 3 10yr6/2 6 40-65 10yra/8 Limestone bedrock 2 F N Boring # El Ground surface elev. 99.55 ft. Depth to limiting factor 27 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. 'Eff#1 'Eff#2 1 0-9 10yr3/2 none sit 2mgr mvfr as 2f,2vf .6 .8 2 9-16 10yr5/3 none fsl 2fsbk mfr gW 1vf .5 1.0 3 16-27 7.5yr4/4 none sl 1msbk mfr gW .4 .7 4 27-35 7.5yr4/6 m2d 7.5yr6/6 scl imsbk mfr 7.5yr6/1 gw 2 3 5 35-62 7.5yr4/4 m2d 7.5yr6/6 scl 1msbk mfr 2 3 L 7.5yr6/2 Effluent #1 = SOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <_30 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 8/17/2007 715-247-2941 SBD-8330 (R.07/00) Property Owner Frye, Shawn Parcel ID # part of: 004-1043-80-000 Page 2 of 4 F Boring # ~ Ground surface elev. 97.65 ft. Depth to limiting factor 21 in. 1171 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. *Eff#1 *Eff#2 1 0-11 10yr3/2 none A 2fsbk mvfr as 2vf .6 8- 2 11-19 10yr5/3 none sil 2fsbk mfr gw 2vf .6 8- 3 19-21 7.5yr5/6 none grsl 2msbk mfr gw lvf .6 1.0 4 21-32 10yr6/3 m2d 7.5yr6/6 Ifs lcsbk mvfr gw .5 1.0 7.5yr6/1 5 32-45 7.5yr4/4 m2d 10yr6/6 scl lcsbk mfi cs .2 .3 6 45-65 10yr6/8 Limestone bedrock F-1 n Boring # Depth to limiting factor ❑ Ground surface elev. ft. 9 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. *Eff#1 *Eff#2 ❑ Boring # u 11 Ground surface elev. ft. Depth to limiting factor 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. *Eff#1 *Eff#2 ' 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 Conunerce 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) Schmitt Soil Testing, Inc. . Conducted by: Conducted For: Page 3 of y Schmitt Soil Testing Inc. Name: Shawn Frye Thomas I Schmitt, CST 227429 Address: 291 270th St. 1595 72nd St. City, State, Zip: Wilson, WI 54027 New Richmond, W1.54017 Phone: 715-247-29411 Subd.Name: CSM Pending Approval sus _ Lot No.: (30 Acre lot) nak _ /12 / ~6-2 Legal Description: NWl/4 NWl/4 S19 T28N R15W ® Backhoe pit Township, County: Cady, St. Croix County A Bench Mark El. 100.00' Top of 2" pvc pipe Alternate Bench Mark El. 104.57' Top of 2" pvc pipe Slope= 10% Contour Line El. 99.65' Contour Line Length 90' Scale 1 40' l J iq4 lay 2y 17 i q, lO 9 yh vIG~ cuoo3m s.uoA3/wns Amnoo xioao •js RECEIN/P iltl say 8 _ Ndr 8 III IIII5 11111 illlllli2 l11111111 znnu 866253 KATHLEEN H. WALSH CERTI FI EW "pto icf REGISTER OF DEEDS LOCATED IN PART OF THE FRACTIONAL N (b UNTY EORD ST. CROIX CO., WI THE NW1 /4 OF SECTION 19, T28N, R1 SW, TOWN RECEIVED FOR RECORD OF CADY, ST. CROIX COUNTY, WISCONSIN. 12/27/2007 03:40PM N CERTIFIED SURVEY MAP LEGEND VOL: 23 PAGE: 5493 p ALUMINUM COUNTY SECTION REC FEE: 13.00 U CORNER MONUMENT FOUND COPY FEE: 3.00 g 2" IRON PIPE FOUND OWNER a " 1 3/4" REBAR FOUND SHAWN AND TABITHA FRYE w p~ 291 270TH STREET °cd U 1" X 18" IRON REBAR SET WEIGHING WILSON, WI 54027 N 1.50 u3S. PER LINEAR FOOT u F SURVEYOR X °C X EXISTING FENCE EDWIN C FLANUM m NORTHLAND SURVEYING, INC. NW CORNER MG~I[~LCUG11DD P.O. BOX 14 N1/4 CORNER ROBERTS. WI 54023 SECTION 1 \ \ SECTION 18 S89°1 4'37"W 13'13.69' \ 10.0' \ sao-2zal-vv . 47.58', . C1 z . APPROXIMATE LOCATION OF 12% SLOPES LOT 1 I AND GREATER 29.78 ACRES INC. RM/ U 1 pw1NAl~uIINN!///4~ 1.297.167 $O. FT. (p C01ysf ffy 28.45 ACRES EXC. RM/ _.....,Y y 1,239.155 SO. FT. LAN 13' 33 s SEPTIC VENT StJ f r .Y,R:nq~w.~a~~c~t~'•. N89"15'15"E 606.34' W ~ M ~ IL_p HOUSE 12.0's I ds 303.1T 303.17' A' ,,/A~ v/ 3 EXISTING f SOIL TEST (TYP.) 4D DRIVE a BUILDING 1 A- A C ® WELL LOT 2 LOT 3 a i rA I 5.00 ACRES INC. R/W 5021 ACRES INC. 800 SO. FT 'W 0 217,800 SO. FT. - z I I 4.81 ACRES EXC. R/W El SHED 4.81 ACRES EXC. R/W A col 209,331 SO. FT. l" -J Lu 209.318 SO. FT. vl n I -FIELD :v w? I 8 I DRIVE a~ cv 50' BUILDING SETBACK LINE 88' JOINT DRIVEWAY I I N89°15'48"E 1280.99 EASEMENT j _ 6.5'2 N _ 674.65' N 303.1 T E N 303.l r I 711.34' 303.17' 303.17 27.82 - - EXISTING CENTERLINE 27TH AVE_ N U_E CURVE DATA TABLE I I CENTRAL CHORD CHORD • NUMBER RADIUS ANGLE BEARING LENGTH ARC LENGTH TANGENT IN TANGENT ❑W UT C1 458.00 20.42'10' S10.10'46'E 164.59 165.49 S20.31'51'E S00.1019' i W1/4 CORNER SECTION 19 SCALE IN FEET 1" - 200' THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON JOB No. 07-80 DATE 7-29-07 SHEET 1 OF 2 SHEETS 200 0 200 1 of 2 Vol. 23 Page 5493 4 e O soBje 4O ;usnbullaa soBjeya lemedS s;uewssessV lemeds I ; 1 ;unowy AJOBa;eO opoO leloodS jesn :s1epedS 434e8 mea uoneourpeo 0 :;unoa wield :I1pajo /GaI;O-1 0 0 000'0 puelpooM 0 0 0 000'0 A:pedoJd IeJau80 :8002 ao; sle;ol uoseaa a;e;s le;ol ano.idwl PUB-1 saaoy sselO uol;dljosea 800Z/£0/60 :paBueya;se-I :SUOI}enlen 0 :y;Inn passessd :onleA 4G)OBW JIe3 1118 kmvwwns 8002 110 (IM 990/£6t,L 9£0669 OOOZ/LO/£0 aM L90/£6b L L£06 L9 00OZ/1,0/co OO Z L L/6Z6 L bZbb89 ZOOZ/LO/LO WSO £6bS/£Z £SZ998 LOOZ/LZ/ZL adAl aBed/IoA # ooa e;ea :iGo3s!H IaoJed :sa;oN MN MN M91,-W-61, (b/L 09L b/L Ob 6ul:1-unnl-39S) :(s);oeal £6bS-£Z WSO LO lOl :131318 opuoaploo1S L lOl ON138 MN MN id M9 L2] N8Z161, O3S LO-b00 MS-CZ WSO-M79 :jeld 08L'6Z :soiob :uol;dljosea leBe-1 OlIM OOL6 dS ` EIbJV 3l11A000M-NIM01b'8 6£ZO OS 1S HlOLZ 1,6Z uol;dliosea #;sla edA.L tieuwd = * :(se)ssaippV A:padoad leloadS = dS Ioo4oS = OS mouisla LZOV9 IM NOSIIM 1S HlOLZ L6Z 3MLI W NMVHS W NMVHS `3AUJ - O aaumo-oo luaiino = o 'jeumo luejjno = p :(s)iaunn0 :ssaappy xel 0 00 LOOZ/LZ/Z L odAl;Iwaad #;IwJad # uol;eollddd eejV sales # deW a;ea IeolJo;slH a;ea uol;eaaa NISNOOSIM `AlNnoo XIOuO '1S X ;uennO AadO JO NMOl - b00 V96Z'91,W'6L lowed 111 Wb' 00 6-08-£170 6-1700 lowed VSL~60 8002/£Z/LO L L MOMS Viewer Page ~f of ~f ` J L , I 5 ` i k ~t I `err Q SaB Vac RD http://72.21.230.178/website/LRPortal/ARCIMS/MapFrame.asv?PIN= 8/23/2007