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Home My WebLink About032-2034-90-100 Lot 3Department of C 1 #2278 AUG tisbiL EVALUATION REPORT Safety and in accordance with Comm 85, Wis. Adm. Code Page ------ of 4 Professional Services oil Testing, Inc. 1 I Schmitt S ti L Attach complete site plan on paper not less than E12Vx 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and I percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Part of: 032-2034-90-100 Please print all information. - -- _�_ _Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Johnson, Daniel & Julie Govt. Lot SE1/4, NW1/4, S9, T30N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 533 170th Ave. 3 I CSM PendingL,3.0 Acres city State Zip Code Phone Number city Village Town Nearest Road Somerset Wl 54025 612-282-3589 Somerset 1 170Th Ave New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Describe: Public or commercial Parent material Glacial till (Amery -Cromwell Series) V,-'� NA Flood plain elevation, if applicable General comments Area is suitable for a mound system. System elevation is 100.60' based off the contour line established at 99,74'. Slope of area is and recommendations: 22%. Depth to limiting factor is 26 , +_j Boring # Boring Pit Ground surface elev. 99.74 ft. Depth to limiting factor 27 in.SoilApplication Ratel Horizon Depth I in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistent Bounda I ry Roots GPD/ft2 *Eff#1 'Eff#2 1 0-14 10yr3/3 none sil 2mgr 2fsbk 3msbk mvfr 4mfr mfr as 2c2vf 0.6 0.8 2 3 14-22 22-27 10yr5/3 7.5yr4/4 none none sil sil gw gw 2c,2f 2f,2vf 0.6 0.6 0.8 0.8 4 27-50 7.5yr4/6 m2d 7.5yr6/8 sil 2msbk mfr as ------ 0.6 0.8 5 50-76 5yr4/4 --7.5yr6/2 m2d 7.5yr6/8 7.5yr6/2 grsl orn mfi ---- ------ 0.2 0.6 2 Boring # :Boring Pit Ground surface elev. 99.74 - ft. Depth to limiting factor 28 in, ISoil Application Ratel Horizon Depth in. Dominant Color Munsell Redox Description ;I Texture Structure Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#2 1 0-12 10yr3/3 10yr5/3 10yr4/4 none none m2d 7.5yr6/6 7.5yr6/1 m2d 7.5yr6/6 7.5yr6/2 sil sil sil vfsl grsl 2mgr 2fsbk lmsbk - --------- Om Om mvfr mfr mfr mfi mfi as gw gw as ---- 2m2vf 1f., 1vf ------ ------ ------ 0.6 0.6 0.4 0.2 0.2 T 0.8 0.8 0.6 0.5 0.6 2 3 12-28 28-38 4 38-51 10yr5/6 5yr4/4 5 51-72 m2d 7.5yr6/8 7.5yr6/2 Effluent #1 = BODr> 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BODr, �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 8/23/2023 715-760-1978 SBD-8330 (R.07,100) Property Owner Johnson, Daniel & Julie Parcel ID Part of: 032-2034-90-100 Boring 3 Boring # Pit Ground surface elev 96.42 ft. Depth to limiting factor 26 in Page ------ 2----of - 4 IRM Annfir-itinn RMP! Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 " �E *Eff#2 1 2 0-13 13-19 10yr3/3 10yr5/3 none none sil sil 2mgr 2fsbk mvfr mfr Mfr as gw 2c2f 2f,2vf 0.6 0.6 0.8 0.8 0.8 —3 19-26 10yr4/4 none sil 2msbk gw if, iVf 0.6 4 26-40 10yr5/6 m2d 7.5yr6/8 7.5yr6/2 Vfsl 0M Mfi as ------ 0.2 0.5 5 40-72 7.5yr4/4 mad 7.5yr6/8 7.5yr6/2 grfsl 0m Mfi ---- ------ 0.2 0.5 j Boring Boring # F-1 pit Ground surface elev. ft. Depth to limiting factor in. Sail Annlin;itinn Ratel k Horizon Depth in, Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 IE41 'Eff#2 Boring Boring # Depth to limiting factor Pit Ground surface elev, ft. in. ISM Annil -ation Rate Horizon 1 Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure a Gr. Sz. Sh. -7 Consistence� Boundary 1 Roots j GPD/ft2 *Etf#1 *Eff#2 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD 5 < 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 608-266-3 151 or TFY 608-264-8777. SBD-8330 (R.07/00) Schmitt Soil Testing, Inc. Conducted for: 2400 feet to 170th Ave. Daniel & Julie Johnson w 533 170th Ave. M7Somerset, WI 54025 L Pole LOT 3 Building Part of: 032-2034-90-100 SE1/4 NW1/4 S9 T30N R19W Town of Somerset 0 To drainfield WELL HOUSE Pump ank SEPTIC TANK LOT 2 102' Pole 100, Building ft*, 98, SEE PAGE 4 of 4 I !tj FOR SEE FULL VIEW OF PARCEL 14% IBM 21 SLOPE 27, 18% 2 34'� SLOP B31 f / 701 BM 1 100.00'Top of 2" PVC Pipe 22% ontour BM 2 101.34"Top of 2" PVC Pipe SLOP Line/ Contour Line EL. 99.74 41 Contour Line Length 75' = -'.7• �731 0 A A BM 1.w 801 Conducted by: i 100, 102' Thomas J. Sc mitt CST 227429 8-23-2023 SOUTH PROPERTY LINE • lot = 50' 402' 1 LU 13'z (n 35'u 12' 9' St Croix County, W1 Legend Lakes and Rivers Rivers and Streams Dorn 1rftrMftrd PW"""81 Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way Abondoneri Fa*oed Pmate Road RaWuad Road vacated ROW Railroads Conveyance Division lot = 50' N i 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. 0&25123 2,27 :11A I -A ft91 St Croix County, WI -f A4 fi ILV* 4, • A t # At% 41 4. 49 'j 4. OV • AL 7 ":4 3", 41 41 W I kz �Ie' 490h* qN, row 1111 -5 rp I I I 4i 4t A A" A ---- 6. Legend Tax Parcels Lakes and Rivers Rivers and Streams Dwn IraermMert Pt"enwi Interstates US Highways State Highways County Highway s Local Roads Rustic Roads Ramps Road Right of Way Abondoned Rafted Pr"te Road R"Mad Road Vacated ROW Railroads 0 200 400 600ft DISCLAIMER: This map is not guaranteed to be accurate, correct. current, or complete and conclusions drawn are the responsibility of the user. W25123 3 0 P#A CERTIFIED SURVEY MAP LOCATED IN PART OF THE SE 1/4 OF THE NW 1/4 AND IN PART OF THE SW 1/4 OF THE NE 1/4 OF SECTION 9, T30N, R19W, TOWN OF SOMERSET, ST, CROIX COUNTY, WISCONSIN, BEING LOT 1 OF CERTIFIED SURVEY MAP VOLUME 13, PAGE 3657. SURVEYOR: MARK D. MCCLENATHAN AUTH CONSULTING 2920 ENLOE ST. SUITE 101 HUDSON, WI 54016 PREPARED FOR: DANJOHNSON 533 170TH AVENUE SOMERSET, WI 54025 LEGEND B. SOIL BORING -940- INDEX CONTOUR — -- INTERMEDIATE 2 - FOOT CONTOUR 25% OR GREATER SLOPE C.B.A. CONTIGUOUS BUILDABLE AREA SCALE: 1" = 150' mommomommli 150 75 0 150 NORTH 1/4 CORNER----*'� SECTION 9 (SURVEY MARK NAIL) S6 UNPLA77E-D LANDS oq 4 los, -out (S 8 T4 6'15 " E) S88 % 039'00"E 414.89' ..... ................. . 1477 5' ............................ ... 237.29' 29.85--1 0 .............. ---- --- --- ---------------------- ---- ---- --- -------------- ------------------------------------ 3: .... .. ................... ....... ......................... .......... . ---------- --------- .................... ......... 00, ............ .. ................ ............. ---- ---- .............. - ------------------- Ln .7 :. - ................. LOT. -2 _x: -------------- IN88037r37"W ---------- ------- -------------- -- ------- ......... -------------------------- --- ------- L ....... ---------------- 7: ------- 0 Lu .. ................ --- -- 0 ZD 3 Zo rm Lf) ------------------------ - ------ 0 - .7 LA--------------- - - -------- : -- --- -------------- - --------- cn ------------ .............. m ;,�Ln Ul r-f------------------------ 7, _7 --- - ------ .................... 61 : i z 00 ........................................................ ....... . �nj .. ..................................... ..................... ........ ...................... . ......... . ----------------------------------- .............................................................. ------ - -------------- .............................. .................. ---------------------------------------- -- ................. ............. .................... ... ............ .. • 0 ------------ -- 3910 1 E ............ .. . ........................ ................. 99.90 .. ............ ------------------- * ------ ........... .................. ......................................... -------- ------- cli ------- ----w.2--- .09ACRES. .............. A -A ................. ...... ............. ... ........................... .. ---------------------- ....... 0 ........ owa.-O ---------------- ............................... EAST -WEST ------------- (:=:::•:.............................. -------------- 6-2 -------- -_------------ 00 [-*... •........... 0 .................. 1/4 LINE • — ------ ....... H ............................. I---X—o . .......... --------------- ------- " — �A__'_q - - - .'- � ----------- 32.14t A1906.57' m 4 1 lw I 458.T87 " Zl-,% 256.19' WEST 1/4 CORNER SECTION 9 (SURVEY MARK NAIL) LOT 9 N88039'00"W 747.11'- (S87'46'15"E) N88039'00"W 5269 465' o Co) Ln;-q z 0 Ln L.0 z z 0 c� 2 0 cn Z 0 z U) C) < Lu Li U) 2615.781 I -m "-NORTH-SOUTH Ln LOT 10 '4 1/4 LINE UV Q if t1 TI 8 T A 8 LOT SOUTH 1/4 CORNER SECTION 9 (GEAR HEAD NAIL) L/) cc C) V) cz Ln LQ CL ul v!` C) C) u CONTOURS, SLOPES, CBA & SOIL BORINGS