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HomeMy WebLinkAboutCST-2024-085 040-1083-80-001�s '[Ww19C"IL EVALUATION REPORT 42303 P $ in a xordance with Comm 85, Wis. Adm. Code Page 1 of 4 PrOferionqWc s3 2n?C4j I O-Zf -0f 5 Schmitt Soil Testing, Inc. County Attach complete site pta qp pager n�1t less.t inches in size. Plan must St. Croix include, but not limited t �iret8liii:i�} FitnW�� ce point (BM), direction and rtf — - - - - percent slope, scale or dimensions north arrmr,-A Nation and distance to nearest road. Parcel I.D. Part of: 040-1083-80-001 Please print all information. R d By I Date Personal information you provide may tie used for secondary purposes (Privacy Law s 15 04 (1 ) fm); Property Owner Property Location 44 Hieb, Matthew & Bridget Govt. Lot 114, SE1/4, S21, T28N, R19W Property Owner's Mailing Address . � Lot # i Block # Subd. Name or CSM# 369A Milwaukee Road e- U V 3 Location #1 CSM Pending City State Zip Code P onr e1rJ'u?Tf159T— City Village Town Nearest Road Hudson I WI 54016 715-760-0753 Troy Townsvalley Road New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material Glacial Till (Santiago Silt Loam) Flood plain elevation, if applicable NAB General comments Location #1 on Lot 3. Area is suitable for a mound system. System elevation is 99.91' based off the contour line established at and recommendations: 99,16'. Slope of area is 5%, Depth to limiting factor is 27', ITBoring # Boring Pit Ground surface etev. 99.16 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W J in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eft#1 *Eft#2 1 0-10 10yr3/3 none A 2fsbk mfr as lvf 0.6 0.8 2 10-17 10yr5/3 none sil 2msbk mfr gw _ lvf 0.6 0.8 3 17-27 10yr4J4 none sl 2msbk mfr qw ----� 0.6 1.0 4 27-37 10yr4/6 m2d 7.5yi g lmsbk mfr Cs ------ 0.4 0.7 - 7.5yr6/2 5 37-62 5yr4/6 m2d 7.5yr6/f 6 grsi 0m mfi --- ------ ; 0.2 0.6 Z P Boring # Boring Pit urouna surface eiev. --ft. Depth to limiting factor -_ 29 in. jSoil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Efr#1 'Effa2 1 0-10 10yr3/3 none sil 2mgr mvfr as 229vf 0.6 0.8 2 10-20 10yr5/3 none PS17 2msbk mfr gw 1vf 0.6 1.0 3 20-29 10yr4/4 none 2msbk mfr gw ---- 0.4 j 0.6 ------ 4 T-_.- 129-39 7.5yr5/6 m2d .S� -yam/8 _ yr grsl lmsbk mfr gw ----- 0.4 0.7 5 7.5yr4/4 m2d 7.5yr6/8 Om mfi ---- ---- 0.2 0.6 7 5yr6/2 grst L9-54 Effluent #1 = BOO? 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BODS < 30 mg1L 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 12/4/2023 715-760-1978 sw-)-9.730 (R.07/00) Property Owner Hieb, Matthew & Bridget Parcel ID # Part of: 040-1083-80-001 Page _- 2 of _ 4 3 Boring # Boring Pit Ground surface eiev- 97.86 - -1- ft. Depth to limiting factor ft. 29 in. Application Rate Horizon Depth i Dominant Color Redox Description Texture , Structure 'Consistence Boundary Roots GPD/ft2 in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 EfF>R2 1 1 0-8 10yr3/3 none sil 2mgr mvfr as lvf 0.6 0.8 2 8-19 10yr4/4 none sil 2msbk mfr gw 1vf 0.6 0.8 3 19-29 10yr4/6 none sl lmsbk mfr gw --- 0.4 0.7 m2d 7.5yr6/8 grsl Om rnfr as ---- 0.2 0.6 4 29-41 10yr5/6 7.5yr6/2 m2d 7.5yr6/6 __ t 5 41-58 10yr5/3 _T 5yr6/2 sil Om mfi --- --- 0.0 0.2 F-1 Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. ISoil Application Rate Horizon ; Depth dominant Color i Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in Munsell Qu Sz- Cont. Color Gr, Sz. Sh. Ett#t 'Efftt2 r nBoring Rnrinn 3F I r - riz Urouna surtaee elev. n. veNur cu rirnnrng radar In JSoil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 - - 'Eff#2 _f Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L ' Effluent #2 = BODs- a 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 serf- ices or need material in an altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SRP-8330 (A 07;00) Schmitt Soil Testing,, Inc. 21 Conducted by: Thomas J. Schmitt CST 22N29 12-4-2023 St Croix County, WI LOT 1 BM 1 I Legend CSM 33-7312 Vf BM 2 NORTH PROPERTY LINE 9.1111 Conducted for: Matthew & Bridget Hieb 369A Milwaukee Road Hudson, WI 54016 22' 1 40 97' 99, 118' + I87' t si 1 ! S pe it LOT 3 81 Location #1 i 194' % j Part of PID: 040-1083-80-001 / ! NW114 SE114 S21 T28N R19W B3 Town of Troy ! Contour % ! r Line /3% � Slope 97'00• 99' B2 / SEE PAGE 4 of 4 FOR FULL VIEW OF PARCEL 1011 BM 1 100.00' Top of telephone pedestal Bm 2 96.66' Ground surface at base of telephone pedestal Contour Line El. 99.16' Contour Line Length 100' Site Address Tax Parcels Towns cities Villages Sections St Crow Co Other Counties Lakes and Rivers Rivers and Streams Intnrstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way cd.er. MW s.no.e rm.e v,e,re rtoww Railroads Conveyance Division 0 20 40 600 DISCLAIMER. This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the respanslhility of the user. 0 CERTIFIED SURVEY MAP LOCATED IN PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER, PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, PART OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER AND PART OF THE BUILDING SETBACKS: SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 28 NORTH, RANGE 19 WEST, ROAD 75 FEET TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN; SIDE 50 FEET INCLUDING PART OF LOT 3 AND PART OF LOT 4 OF THAT CERTIFIED SURVEY MAP RECORDED IN VOLUME 4, PAGE 1157, DOCUMENT NUMBER 377181. REAR 50 FEET LEGEND ® FOUND COUNTY SECTION CORNER, 0 FOUND 1 INCH OUTSIDE DIAMETER IRON PIPE • SOIL BORING C.B.A. CONTIGUOUS BUILDABLE AREA ALUMINUM CAPPED MONUMENT O SET I INCH OUTSIDE DIAMETER BY 18 INCH LONG — - 940-- - INDEX CONTOUR ■ FOUND 2 INCH OUTSIDE DIAMETER IRON PIPE IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT INTERMEDIATE 12%- 25% SLOPES p FOUND 1-1/4 INCH OUTSIDE DIAMETER IRON PIPE (NORTH) PREVIOUSLY RECORDED INFORMATION 2 - FOOT CONTOUR BUILDING SETBACK LINE NOTE: CONTIGUOUS BUILDABLE AREA DOES NOT INCLUDE SEPTIC SYSTEM. 25%AND GREATER SLOPES 1 WEST LINE NWI14 - SEI/ft & I EAST LINE NEI14---S WI%4 _ "9"$7'52"E f — HiSg`58'S5"E 1338.67'—-02.99' � f I r pl r36_2 - - - 1302.44' f ..�1 .�io� S C-_R��_ R-V M I-1 P zi i/ se#aa ♦sg#''-saUrHERLYLINEL r1, 'ti °� k O L M_ E 3 3~G E � 1 2 w �� 4I ( C.S.M., VOL. 33, P 7312 i fp3 `3 f - - - ui J� G �© `` A, se #z on3: rhL'ti 1 D_ O U M EiV_ NO 1 1�1` 2474 V \ i - Lul _or 3 t , a3 L Wn a'stJrf� `' SE CORNER- - '� I �I tip c �� v C.B.A. - 18.0 ACRES ='t• �f� uT� kC'� ,, E1'1, C.S.M., QI \�\ L a m v. \1L 1 68 7• i _ -,ti r` '] 81Q -' i[U! 3 , : 7�I2 - -. Jl ? " \�` o -� cp / Na+°`5e`T l v� k ?'33�. , "-i '`N "E 3`` Wryal ~ W `r nqp�D tiR�DDAr x' `� 9 $j1 ,�`NSS'13/47 E _ o o Z I r f tJ11 � P ____ ;e Wi-AIN€RLYLJNELOT7� I ✓'�y �- - - - ryt ry �v NORTH m v D, CS.M VOL. 33, PG. 7312 . ,3 �., 1 sB #?A ` '" oN ,n c���5 �l -• 1� , '� ,X� \ a ? A `�° >� r 4 SB #3A 1 ci BUILDING SETBACKS: +kl sl er '�` SB #2 I N .: � i \ 11l r+ e I A SB #3 �w $ C.R.A. = 5.7 ACRES SB #1A � 'j � � *y ROAD 75 FEET L_ Y -y �-[ 1 S►— SIDE 50 FEET SOUTH LINE NE1/41/�4 1 + 13 la LOT 1 E t - j �Se#71 } _ _ _ _ _ `~ REAR SO FEET + �r 5.30'�� Y D y 643-33' S A L L- -' �� ` O n F �� 0 7,65' EXCEPPON TO DESIGN STANDARDS: _ - , - 5 33. - - 122.56' - 66.78' 730.85') I 3 48') LOT 3- STREET SETBACKCHANGE PREPARED FOR: T A C �l _OAKS ROAD ''NORTH LINE OF L o T 1 ( t� , I MATT PAHIEB - - - \ ���^ y - -R- -p �/-CODUNpTRY/OAKS . rS$$'54 0" � 1$� 10` / E gK 010NTRY FROM 150 FEET TO 75 FEET. 369A MILWAUKEE ROAD} i C b-U) Y T fl 1� V'!-7 f� S V a�L ' i .8{588°SD'46"WI L 0 HUDSON, WI W16 - - - - t " .r a1Qa LOT z _ —�oT a� P—Gc� a685 C 0 U/_N Ti—Y OAK $ oT'ia r �- Lni F-i > SCALE: 1 INCH = 300 FEET NI F-i u �`' ., '' F R� T .A-D B-I- T-kaN COUNTRY OAKS LANE =5F�,RsE�, � - 1 300 150 0 300 i------------ - - CONTOURS, SLOPES, C.B.A. & SOIL BORINGS