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HomeMy WebLinkAbout032-1095-30-025- e•T Depa ' �#p Saf ProfessW,' PIL and Q2 NUccorda ! ALU > with Comm 85, Wis. Adm. Code L5T-,Ws — )3 #2241 Page 1 --of- 5 Schmitt Soil Testing, Inc. Cr x County County Attach complete site plan on aper ni3lttes$ t�i 8` �p1ifi6% m size. Plan must St. Croix - - include, but not limited to: ve ic;;lt@rndiMAfi}re point (BM), direction and --- - -_--- -- percent slope, scale or dime no arrow, and location and distance to nearest road. Parcel I.D. Part of: 032-1.0.95-30_-0_25_ _ Please print all information. R y gy Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Lawson, William Govt. Lot N 1/4, NE1/4, S34, T31N, R19W Property Owner's Mailing Address Lot # Block # Subd Name or CSM# 1917 Cty Rd I 1 CSM Pending City State Zip Code Phone Number City Village Town Nearest Road Somerset ; WI 1 54025 ; 715-247-3242 Somerset I Cty Rd I New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial -Describe: _ _____ __ Parent material Glacial Till (Arland Sandy Loam) Flood plain elevation, if applicable N� General comments Area is suitable for a mound system. Systenh elvation is 99.80' based off the contour line estblished at 98.80'. Slope of area is 9%. and recommendations: Depth to limititng factor is 24". 51�Boring # Boring cif Ground surface elev. 98.96 ft. Depth to limiting factor 27 in. ISoil Application Rate Horizon Depth in. Dominant Color j Munsell i Redox Description I Qu. Sz. Cont. Color Texture ; Structure i Gr. Sz. Sh. Consistence Boundary! Roots G_PD/ft2 'Eff#1 'Eff#2 1 0-10 10yr3/4 none st sil 2mgr 2msbk mvfr mfr as gw 2vf ivf 0.6 0.6 1.0 0.8 2 10-27 10yr4/4 none 3 27-45 10yr4/6 m2d 10yr6/6 10yr6/2 sil imsbk mfr gw ____— 0.4 0.6 4 45-72 5yr4J4 m2d 7.5yr6/87.5yr6/2 sl Om mfr ---- ----- 0.2 0.6 i Boring Z Boring # oir Ground surface elev. 98.66 ft. Depth to limitinq factor 24 in. ISoil Application Rate Horizon Depth in, Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistency Boundary Roots `GPD/ftZ *Eff#1 'Erf#2 0-9 9-24 10yr4(3 10yr3/4 none none sit sit sit 2fsbk imsbk imsbk mvfr mfr as gw 2vf lvf 0.6 0.4 0.8 0.6 r32 24-37 10yr3/4 m2d 7.5yr6/6 7_5yr6(2 mfr gw ----- 0.4 0.6 4 37-76 10yr4/6 — 2d 7.5yrb/8 m7 5yr6/2 sil lmsbk mfr --- 0.4 0.6 - ---------� -- — --- -- -- - t * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L ano I b5 < 3U mgrL CST Name (Please Print) Signature—,`)( CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 11/18/2022 715-760-1978 SBD-8330 (K07100) Property Owner Lawson, William Parcel ID # _Part of: 032-1095-30-025 Page 2 of _5 3 Boring Boring # pit Ground surface elev. 96.60 ft. Depth to limiting factor 25 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 'Eff#1 `Eff#2 1 0-13 10yr3/4 none sl 2fsbk mvfr as 1vf 0.6 1.0 2 13-20 10yr5/3 none A 2msbk mfr gw ivf 0.6 0.8 3 20-25 10yr4/4 none sil 2msbk mfr gw ------ 0.6 0.8 4 25-33 10yr4/6 m2d 7.5yr6/8 7.5yr6/2 grsl lmsbk mfr gw ----- 0.4 0.7 5 33-64 5yr4/4 m3p 7.5yr6/8 grsl Om mfi ------ 0.2 0.6 F4 Boring Boring # iPit Ground surface elev. _ 89.60 ft. Depth to limiting factor 30 in. Soil Application Rate _, Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GP_D/ft2 'Eff#1 -Eff#2 1 0-11 10yr3/4 none sl 2fsbk mvfr gw ivf 0.6 1.0 2 11-18 10yr5/6 none Is lcsbk ml gw ivf 0.7 1.6 3 18 30 10yr4/4 fsl lmsbk mfr gW ivf 0.2 0.6 4 30-72 10yr4/4 m2d 10yr6/810,r6/2 fsl imsbk mfr---- ------ 0.2 0.6 F-1 �] Boring Boring # —!, Pit Ground surface elev. ft. Depth to limiting factor _ in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 `Ef1#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 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) Schmitt Soil Testing, Inc. BM 2 153' Conducted for: William E. Lawson 1917 Cty Rd I Somerset, WI 54025 Lot 1 Part of: 032-1095-30-025 NW1/4 NE114 S34 T31 N R19W Town of Somerset 50' 28' 100'�• •�.-- �' �jB2 61 78' 98'%. 96'`• y% • Slope B3 Sloe 4 % �•-------- Slope .SLO LOT 1 ♦ Total Acres 4.133 ♦ ♦ ♦ ♦ ♦ ♦ % © 134 ♦♦♦ BM 1 100.00' Top of NE lot corner marker (1" Steel ♦♦ BM 2 97.56' Top of wood hub on lot line `♦ Contour Line El. 98.80' `♦ Contour Line Length 100' �♦♦ PROPOSED ♦ DRIVEWAY �`. SEE PAGE 4 of 5 FOR FULL VIEW OF 40 ACRE PARCEL R/W CTY RD I �. Conducted By: �`• Thomas J. Schmitt J CST 227429 11-18-2022 96' 1 "= 60' Pipe) 408.58' BM 1 St Croix County, WI t0; Legend Lakes and Rivers Rivers and Streams —D- IMe'mYdM P-'nrY-1 Interstates 1 US Highways 98' State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way Awo wd Relo-d Pd Road R-k -d Rwd V-w ROW Railroads Conveyance Division 0 20 40 60ft DISCLAIMER: This map is not guaranteed to be accurate. Correct, current, or complete and conclusions drawn are the responsibility of the user. 1112= 5:23 AM St Croix County, WI Legend ti Sections Lakes and Rivers Rivers and Streams Perrxuel Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way Abend d P.*-d Private Road � Rafle Road V—Wd ROW Railroads Conveyance Division 0 100 200 300ft DISCLAIMER: This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the U-T4 user. CERTIFIED SURVEY MAP LOCATED IN PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND PART OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 34, TOWNSHIP 31 NORTH, RANGE 19 WEST, TOWN OF SOMERSET, ST. CROIX COUNTY, WISCONSIN; eWf PREPARED FOR: t; BILL LAWSON ROAD I 1917 COUNTY SOMERSET, WI S4025 s9�a z Wa°� zm SURVEYOR: F % M g DOUGLAS J. ZAHLER 4 W AUTH CONSULTING & ASSOC. G ° 2920 ENLOE STREET SUITE 101 NORTH iF v, $ HUDSON, WI 54026 Page 5 of 5 LEGEND FOUND COUNTY SECTION CORNER MONUMENT Of WISC FOUND 1 INCH OUTSIDE DIAMETER IRON PIPE C ;' �S Uj • DOUGLAS J. O SET 11NCH OUTSIDE DIAMETER BY 181NCH LONG ZAHLER IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT * ; S•2145 j 1 DSON, J 1 PREVIOUSLY RECORDED INFORMATION � SCALE: 1 INCH = 120 FEET 120 60 0 120 FIELD WORK COMPLETED: OCTOBERX 2 22 PARCEL CURVE DATA NUMBER RADIUS LENGTH CENTRAL ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH TANGENT IN TANGENT OUT Cl 9S5.37' 45°19'49" N48°53'16.3"W 736.29' 7SS.85' N26°13-22"W N71°33'1 C2 885.37' 40'35'17" N48°49'15.7"W 614.16' 627.19' N28°31'37"W N69'06' \ UNPLATTED LAND o� COUNTY ,o ROAD _"I " S89°30'11"E 623.57' \ \ LOT 1 \ \\ TOTAL AREA \ 14.1336 ACO.RES S � \ 4.133 ACRES q" \ i+ TOTAL AREA LESS RIGHT OF WAY ��aGy \ 131,620SQ. FT. \ �'• � 3.021 ACRES t!i \ OWE POLE \Q \ PROPOSDDIVE \ S09'33'44"E 80. \' \d SOUTH LINE NW 114 . NE 114-, THIS INSTRUMENT WAS DRAFTED BYMDM JOB NO. 6984.006 DATE: 10119122 1"W 54"W 24 ORZ O 2 2I2 C ~ W Z I 2 �It;ID o p � u a_ v c ` u E 3 aioc -9 m A E mluna E 3.90 u � c d d c v E o c o a c ,o „-0 a v a 'c a w i E p2WE U 33'44'W 56.1 563' 1� �N89°398'29"W 1354.8 N EAST 114 CORNER SECTION 34- FOUND ALUMINUM CAPPED \b�l MONUMENT SHEET 1 OF 2