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Home My WebLink AboutCST-2023-254 030-1018-40-000Department of SOIL EVALUATION REPORT #2277 -, =r Safety and in accordance with Comm 85, Wis. Adm. Code 1, Page 1 of _ 14 _ - Professional Services G 5 7 ?�Z j -Z S 7 Schmitt Soil Testing, Inc. County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix include. but not limited to: vertical and horizontal reference point (BM), direction and -- -- - - - percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Part of: 030-1018-40-000 Please print all information. —_- -- — -- - -- Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Schlitz, Joel & Amanda Govt. Lot SE1/4, NE1/4, S5, T29N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 494 River Road - X' '--_ -. 1 CSM Pending 16.52 Acres City State Zip Code Phone Number City Village 'Town Nearest Road Hudson WI 54016 651-334-9366 St.Joseph I River Rd New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD — - -- — --- Replacement Public or commercial - Describe: Parent material Outwash (Chetek-Onamia Series) _ Flood plain elevation, if applicable _ na {(. General comments Area is suitable for a conventional system with a 0.6 gpd/sgft rate. Possible system elevation for Area 1 is 98.75'(High Trench), and recommendations: 96.25(Mid Trench), 95.25' (Low trench) (3--70' stepped tr nches), Greatest sigpe of the area is 3%. L_ Boring F-11 Boring # (` --..I Pit Ground surface elev. 102.77 ft. Depth to limiting factor - 96+ in. ISoil Application Rate Horizon Depth Dominant Color Redox Description 1 Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 *Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-9 10yr3/3 none sl 2mgr mvfr cs 2f,lvf 0.6 1.0 2 9-22 7.5yr4/6 none grsl 2msbk mvfr gw 2vf 0.6 1.0 1.0 3 22-52 10yr5/6 none sl/Is Osg ml cs ----- 0.6 4 52-96 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 22-52" is on the boundary betwwen Sandy loam aril Loamy sand, use the rate for sandy loam. Boring 2 Boring # ; Pit Ground surface elev. 102.77 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth in. Dominant Color Redox Description I Munsell Qu. Sz. Cont. Color Texture 'i Structure Gr. Sz. Sh. I Consistences Boundary ',, Roots GPD/ft2 `Eff#1 *Etf#2 1 0-16 10yr3/3 none sl 2mgr mvfr as 2m,2f 0.6 1.0 2 16-42 7.5yr4/4 none grsl 2msbk mvfr gw 2f,2vf 0.6 1.0 3 42-64 10yr6/4 none s Osg ml cs ----- 0.7 1.6 4 64-72 10yr5/4 none grcos Osg ml a ------ 0.7 1.6 5 72-96 10yr6/4 none s Osg ml ---- 0.7 1.6 * Effluent #1 = BOD 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) Sign CST Number Thomas J. Schmitt �►� �_ ' 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 8/22/2023 715-760-1978 SBD-8330 (R.07/00) Property Owner Schlitz, Joel & Amanda Parcel ID # Part of: 030-1018-40-000 Page 2 of 5 ]Boring # Boring Pit Ground surface elev. 94.00 ft. Depth to limiting factor 96+ in. Sory Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1W 'Eff#t I 'Eft#2 1 0-16 10yr3/3 none sl 2mgr mvfr as 2m,2f 0.6 1.0 2 16-42 7.5yr4/4 none grsl 2msbk mvfr gw 2f,2vf 0.6 1.0 3 42-64 10yr6/4 none s Osg ml Cs ----- 0.7 1.6 4 64-72 10yr5/4 none grcos Osg ml Cs ------ 0.7 1.6 5 72-96 10yr6/4 none s Osg ml ---- 0.7 1.6 F-1( ] Boring eonng # �] 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/fts 'Eff#t "Eff#2 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/ft' `Eff#t I •Eff#2 Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <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 M 608-264-8777. SBD-8330 (R07/00) Schmitt Soil Tom, 1M• W, 1 NORTH PROPERTY LINE 224' 51' 13' 9' 18' 345' ill =50' Conducted for: Joel & Amanda Schlitz 494 River Rd. Hudson, WI 54016 LOT 1 16.524 Acres Excluding R/W 270' 242' Part of PID: 030-1018-40-000 273' 23s' SE1/4 NE1/4 S5 T29N R19W Z Town of St. Joseph SEE PAGE 4 of 5 J FOR FULL VIEW OF PARCEL 294' W (L O U) W to4 102' 8M 1 : 00' B1, //9e 96, / / ..94 �• / • / / / Greater than Conducted by: ,04. _ • B2 .�•'kR� j 25% Slope �• •— ' Thomas J. Schm' t •� ._ti2 !• 1 / f • T•• • 23% Slope B4 BM2 102 •410 CST 227421 �0 °' 8-22-2022 98, 96 1 o 19 /o Slope 94' BM 1 100.00' Top of 2" PVC Pipe BM 2 93.73' Top of 2" PVC Pipe 974' to the R1 of River Road St Croix County, WI Legend Lakes and Rivers Rivers and Streams oam Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way R•aom Ro.a v.u.e RM Railroads ill =50' N 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. )&22S20 '2 0 -N RIVER RD � n Y iw`''l'..a o a a3 �f ag a :a N, A 01 `L: COP iRD St Croix County, WI Legend Lakes and Rivers Rivers and Streams o� Me�,maN Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way nwnoox�a wro.d Rmad Roe RoeJ aM Rp Railroads 1=200' Nj { 7 0 100 200 300fl DISCLAIMER: This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the user. Page 5 of 5 CERTIFIED SURVEY MAP LOCATED IN PART OF THE SE1/4 OF THE NEl/4 OF SECTION 5, T29N, R19W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN; BEING LOT 1 OF CERTIFIED SURVEY MAP VOLUME 3, PAGE 802. PREPARED FOR: SURVEYOR: JOEL SCHUTZ DOUG ZAHLER 494 RIVER ROAD AUTH CONSULTING & ASSOC. HUDSON, WI 54016 2920 ENLOE ST. STE. 101 HUDSON, WI 54016 NORTHEAST CORNER M SECTION 5 C.S.\VOL.11 PG.3124 C.S.M VOL.6 PG.1638 -1N LOT S LOT 4 ' LOT 1 g N THE EAST -WEST 1/4 LINE OF SECTION 5 BEARS S89'21'02"W BASED UPON THE ST. CROIX COUNTY COORDINATE SYSTEM SCALE: 1" = 1S0' 150 75 0 ISO ti F- �f o� 660.35' l� LEGEND ®FOUND ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND 1-1/4" OUTSIDE DIAMETER IRON PIPE O SET 1" OUTSIDE DIAMETER BY 18" LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT Each Parcel shown on this map is subject to State, County and Township laws, rules and regulations (i.e., wetlands, minimum lot size, access to parcel, etc.) Before purchasing or developing any parcel contact the St. Croix County Zoning Office and the Town of St. Joseph for advice. Note: Lots may be subject to future assessments for any EAST LINE NE 1/4- upgrades or improvements to the roads. LOT 1 c TOTAL AREA: 730,526 SQ. Fr. (16.771 ACRES) ry AREA EXCLUDING R/W: 719,795 SQ. FT. 116.524 ACRES) or Wfs� GjP) DOUGLAS J. Z :s-r o / ZAHLER ` I S-2145 ) >I 1 HUDSON, / C� Wl 'Q II r N89'21'02"E 336.00" liA� LOT 2 TOTAL AREA: N 141,792 SQ. FT. (3.2S5 ACRES) AREA EXCLUDING R/W: 21 130,704 SQ. FT. 13.001 ACRES) ViI N' $ HOUSE & GARAGE JI v❑ 3 SHED $ W �-PROPOSED � r°R DRAINFIELD m - a M DRIVEWAY r°n WELL g i '\-DRIVEWAY 21' 33.00' N89'21'02"E 661.16' EAST -WEST 1/4 LINE—, i139.73' _B3•�. 336.00' 33.00' --. 'h"'A4602.ST - 140.00' 336.00' m V m S89.21'02"W 661.18' RIVEI 589 1 S2"W 52- WEST 114 CORNER UNPLATTED LAND SECTION 5 DRAFTED BY: bL.-IRK MCCLEN.-ITHAN PROJECT NO: 8129-001. DATE. 07/25/23 i 33.00' --� � 18SAT EAST 1/4 CORNER' SECTION 5 SHEET 1 OF 2 LEGEND ei SOIL BORING INDEXCONTOUR — — — — — — INTERMEDIATE 2 - FOOT CONTOU CERTIFIED SURVEY MAP 25% OR GREATER SLOPE LOCATED IN PART OF THE SE1/4 OF THE NE1/4 OF SECTION 5, T29N, R19W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN; CONTIGUOUS BUILDABLE AREA BEING LOT 1 OF CERTIFIED SURVEY MAP VOLUME 3, PAGE 802. C.B.A. PREPARED FOR: SURVEYOR: JOEL SCHUTZ DOUGZAHLER 494 RIVER ROAD AUTH CONSULTING & ASSOC. HUDSON, WI 54016 2920 ENLOE ST. STE. 101 HUDSON, WI 54016 LC.S m' J�V�L. 11 i . 3124 I C3JVF 1 LOT1 ��OTL ^��JJ� N89°19'28"E 660.35 THE EAST WEST 1I4 LINFyOF �.:::::::::':.:Y::. . SECTION S BEARS 589°21'02'ah/ : :'::.::::':':..:::::fit.'• . :............ 9 j �:..::�.. ::::::D} :....� _ ...x.:. BASED UPON THE ST. CROIX:: """ ' COUNTY COORDINATE SYSTEM ^: :::.::... ...t :;;•; ::::::::.....{ r- . SCALE: 1" = 150' — ....... ,::.... ..... ': 1'rr 1::::... :::.:::::::.:::�.....:::.�.::.......:.1 150 75 0 15 \r...,.. _: is r: r.•rrir ... ��!99 EAST -WEST 114 WEST 1/4 Co SECTION 5 _ , NORTHZkS �RNER 0k 6// / 1638: ; CONTOURS, SLOPES, CBA & SOIL BORINGS