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Home My WebLink About030-1018-40-000 (2)}= , Department of SOIL EVALUATION REPORT OCT277 Q b 2023 Pa e i of#2 g $ P Safety and in accordance with Comm 85, Wis. Adm. Code _ = Professional Services Schmitt Soil Testing, Inc. Attachcompletesite plan on paper not less than 8% x 11 inches in size. Plan must Co St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Part of: 030-1018-40-000 Please print all information. R d By Date ;� I 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 S 14, NE1/4, S5, T29N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 494 River Road 1 CSM Pending 16.52 Acres City State Zip Code Phone Number City Village Town Nearest Road Hudson ! WI 1 54016 1 651-334-9366 St.Joseph I River Rd [ } New Construction Use: f` Residential / Number of bedrooms 4 Code derived design flow rate _ 600 - GPD [1 Replacement Public or commercial - Describe: _ Parent material Outwash (Chetek-Onamia Series) Flood plain elevation, if applicable na v General comments Area is suitable for a conventional system with a 0.6 gpolsgft rate. Possible system elevation for Area 1 is 99.25'(High Trench), and recommendations: 97,75'(Mid Trench), 96.25'(Low irench)(3-70' stepped trenches) 3.5' deep along contour. Greatest slope of the area is 23%. F Boring # Boring Pit Ground surface elev. 1.02.77 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistences Boundary Roots GPD/ft' 'Eff#1 'Eff#2 1 0-9 10yr3/3 none sl 2mgr mvfr cs 2f,1vf 0.6 1.0 2 9-22 7.5yr4/6 none grsl 2msbk mvfr gw 2vf 0.6 1.0 3 22-52 10yr5/6 none sl/ls Osg ml Cs ---- 0.6 1.0 4 52-96 10yr6/4 none s Osg ml ---- ----- 0.7 1.6 22-52" Is on the boundary betwwen Sandy loam and Loamy sand, use the rate for sandy loam. Z F Boring Boring # i -I Pit Ground surface elev. 102.77 ft. Depth to limiting factor 96+ in. Soil Application Rate — Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consisten I Boundary Roots GPD/fl' 'Eff#1 `Eff#2 1 0-16 10yr3/3 none sl 2mgr mvfr as 2m,21' 0.6 1.0 2 16-42 7.5yr4/4 none grsl 2msbk Osg mvfr gw 2f,2vf 0.6 1.0 3 42-64 10yr6/4 none s ml Cs ----- 0.7 1.6 4 64-72 10yr5/4 none grcws OSg ml Cs ---- 0.7 1.6 5 72-96 10yr6/4 none s Osg ml ---- 0.7 1.6 1 Effluent #1 = BOD�> 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BODs < 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 St. New Richmond, WI 54017 8/22/2023 715-760-1978 SU"330 (R OW00) Property Owner S&14, Joel & Amanda____.______ Parcei ID # PartOf: 030-1018-40-000 Page 2 of 5 F❑ 3 Boring Baring # pit Ground surface elev. 99.27 ft. Depth to limiting factor 96+ 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#1 •Eff#2 1 0-7 10yr3/3 none sl 2mgr mvfr as 2m,2f 0.6 1.0 2 7-16 10yr5/6 none Is Osg ml gw 2f,2vf 0.7 1.6 3 16- 4 10yr5/6 none s Osg mi as 2f,lvf 0.7 1.6 4 44-58 10yr6/4 none grs Osg ml CS -- 0.7 1.6 5 58-96 10yr6/4 none s Osg ml -- — — — 0.7 1.6 4 ❑ Boring Boring # ❑ Pit Ground surface elev. 94.02 ft Depth to limiting factorF 96+ 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#1 •Eff#2 1 0-7 10yr3/3 none sl 2mgr mvfr as 2m,21F 0.6 1.0 2 7-21 10yr4/4 none sl 2msbk mfr gw 2f,2vf 0.6 1.0 3 21-28 10yr4/4 none sid 2msbk mfr gw 2f,1vf 0.4 0.6 4 28-48 10yr4/6 none sil 3msbk mfr as ---- 0.6 0.8 5 48-96 10yr5/6 none s Osg ml --- ---- 0.7 1.6 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 GPDW •Eff#1 •Eff#2 Effluent #1 = SODS> 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. SBDA330 (R.07100) sdtmnt Sw Tesw^9, Inc— 224' 5 7 ll 0 1 " = 50' Conducted for: Joel & Amanda Schlitz 494 River Rd. Hudson, WI 54016 LOT 1 16.524 Acres Excluding R/W Part of PID: 030-1018-40-000 w SE1/4 NE1/4 S5 T29N R19W z Town of St. Joseph J r t- w 0 W d 4(j) W Conducted by: Thomas J. Schmitt CST 22 29 8-22-2022 NORTH PROPERTY 270' SEE PAGE 4 of 5 FOR FULL VIEW OF PARCEL 51' 13' I9' ( 18' 242' 1 I 236' 345' � 102' 3M 1 W t / doe. 00, / 96 Greater than 1C4—.—. �� % / 25%Slope B2 .i' . oe 1 •� ' 13REA2' �..e 23%Slope 84 BM 2 102' I 19% Slope 98' 98' 94' BM 1 100.00' Top of 2" PVC Pipe BM 2 93.73' Top of 2" PVC Pipe 974' to the RI N of River Road RIVER RD St Croix County, WI Legend Lakes and Rivers Rivers and Streams Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Read Right of Way r4v,b R�itl irw ' Railroads 1"=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 St Croix County, WI Legend Lakes and Rrvars Rivers and Streams _ o.R Yr+.oti Rnn+d Interstates US Highways State Highways County Hgtnvays Local Roads Rustic Roads Ramps Road Right of Way xeoror.� as�w RWr Rrv.a nan Railroads 1"=200' N 0 100 200 30011 DISCLAIMER. This map is rat guaranteed to be accurate. Correll, cunent, or complete and conclusions drawn are the responsibiLty, of tho user. r Page 5 of 5 CERTIFIED SURVEY MAP LOCATED IN PART OF THE SE114 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 DOUG2AHLER 494 RIVER ROAD AUTH CONSULTING & ASSOC. HUDSON, WI 54016 2920 ENLOE ST. STE.101 NORTHEAST CORNER r, HUDSON, WI 5401E SECTION 5 C.S.M \VOL.11 PG.3124 r C,S.M y0L.6 PG.1638 LOT S LOT 4 ( LOT 1 rt89'14'28"E fi60.35' THE EAST -WEST 1/4 LINE OF SECTION 5 SEARSSMM'02"W BASED UPON THE ST. CROIX COUNTY COORDINATE SYSTEM SCALE: I" =150' ISO 75 0 ISO HI COI a' OF W1Sp t� CO / DOLie J. 2 >I ! ZAHI.ER *) S-2145 HUDSON, M Q LEGEND ®FOUND ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND 1.1/4- OUTSIDE DIAMETER IRON PIPE SET 2" OUTSIDE DIAMETER By 18" LONG IRON C1 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 (t.e., wetlands, minimum lot size, access to parcel, etc.) Before purchasing or developing any parcel contad the St. Croix County Zoning Office and the Town of St. Joseph for advice. Note: Lots may be "ect to EAST LINE NE 7l4- future assessments for any upgrades or Improvemants to the reeds. LOT 1 TOTAL AREA 730,52E SQ. FT. (16.771 ACRES) AREA EXCLUDING R/W: 719,795 SQ, FT. (16524 ACRES) ' N89'21'02'E 336.W / L5% LUL3 LOT 2 TOTAL AREA: 141,792 SQ. FT, (3.255 ACRES) )$ AREA EXCLUDING R/W: 130,704 SQ. FT. (3.001 ACRES) $ HOUSE& GARAGE OI a U SNED °� a DRAINFIELD� 1'' IDRIVEWAY �( 'RNEWAY33.00 N89-21'02"E 661.16'EAST-WEST 1/4 LIN / 336.00 33.46020' 336.00' S89-21'0z"W 661.13' RIVE WEST 114 CORNER Jet PI,A1 ED LANDS SECTION 5 DRAFTED BY: MARK MCCLENATHAN PROJECT NO: 8129.001. DATE: 07/25M p� UJ p F J o� o1N ►•T m C.1 i O' i 33.W 185.43' m 285.18' :R ROAD EAST 114 CORNER SECTION 6 SHEET 1 OF 2 Kelly Becker From: Tom Schmitt <tom@schmittandsonsexcavating.com> Sent: Friday, October 6, 2023 3:49 PM To: Kelly Becker Subject: Re: Joel & Amanda Schlitz soil test Attachments: Sig naturelmage_da8f45c0-d23e-4b29-9e96-25765700c62a jpg; Schlitz Soil Report.pdf Hi Kelly, This is totally my fault, I don't know what I was doing. I missed the bore and the system elevations also need some correction. Thank you for bringing this to my attention . The corrected soil report is attached. Thank You! Tom On Thu, Oct 5, 2023 at 1:22 PM Kelly Becker <Kellv.Becker@sccwi.Rov> wrote: Hi Tom, Sorry to bug you again. I'm reviewing the CSM and soil test for Joel and Amanda Schlitz, and noticed you have 4 borings on the site map but only 3 borings described on the report. The fourth boring would be needed for the replacement area. Can you provide a description of the fourth boring? Thanks! Kelly Becker I Community Development - Land Use Planner 1101 Carmichael Rd Hudson WI 54016 T: 715-386-4676 Kelly.Becker@sccwi.gov ST. C R NTY 1