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HomeMy WebLinkAboutCST-2024-084 040-1083-80-001t"r�arwi Department of #2304 s~` EVALUATION REPORT Safe LE 0 W r6y ance with Comm 85Wis. Adm. Code Page 1 of / , 4 Professio 6S l _'r0 2Y 0 Schmitt soil Testing, Inc. *h*co P pe rfitlttt!?s� arf4Y'2k County Attach complete site tan on a r t 11 in hes in Size. Phan must St. Croix include, but not limited to: v ical and horizontal reference 1 oint (BM), direction and - - --- - - percent slope, scale or dime X(� and distance to nearest road. Parcel I.D. Pan of: 040-1083 So 001 Pie rn arms lan. .- - � Personal information you provide maybe used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ed By Date Property Owner Property Location a441 Hieb, Matthew 8 Bridget Govt. Lot 1/4, SE114, S21, T28N, R19W Property Owner's Mailing Address 1'V V /1 Lot # Block # Subd. Name or CS 369A Milwaukee Road 3 Location #2 CSM Pending _ __- 1 Village - City State Zip Gode Phone Numher gTown Nearest Road Hudson WI 1 54016 715-760-0753 Troy I Townsvalley Road New Construction Use: Residential! Number of bedrooms 4 Code derived design flow rate 600 GAD Replacement Public or commercial -Describe: Parent material Glacial Till (Santiago Silt Loam) Flood plain elevation, if applicable NA .' _-._- General comments Lot 3 Location #2. Area is suitable for a mound system. System elevation is 100.01' based off the contour line established at and recommendations: 98,76'. Slope of area is 5%, Depth to limiting factor is 21'. F_]1 Boring # Boring Pit Ground surface elev. 99.06 ft Depth to limiting factor 25 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistency Boundary Roots GPD/ftZ in ! Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 `Eff#2 1 0-9 10yr3/3 none sl 2mgr mvfr as 2f,2vff 0.6 1.0 2 9-15 10yr4/4 none Sid 2msbk mfr gw lvf 0.4 0.6 3 15-25 7.5yr4/4 none sl Imsbk mfr gw ------ 0.4 0.7 i m2d 7.5yr5/6 4 25-32 10yr5/6 7.5yr6/2 Is Osg ml as ------ 0.7 1.6 5 32-64 7.5yr4/6 m2d 7.5yr6/6 sl Om mfr _T ---- ------ 0.2 0.6 7.5yr6/2 _ Z Boring Boring # Pit Ground surface elev. 98.86 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPDfft2_ in. Munsell Qu Sz Cont Color Gr. Sz. Sh 'Etf#1 •Eff#2 1 0-7 10yr3/3 none sl 2mgr mvfr as 2f,2vf 0.6 1.0 2 7-14 10yr4/6 none scl 2msbk mfr gw lf,lvf 0.4 0.6 3 14-21 7.5yr4/4 none sl lmsbk mfr gw 1vf 0.4� 0.7 - m2d 7.5yr6/6 4 21-30 7.5yr5/6 7 5y5yr sl imsbk mfr gw ---- 0.4 0.7 - - _ 5 30-38 7.5yr5/6 m 7.5yr6/22 grsl lmsbk mfr as --- 0.4 0.7 2d 7.5yr6/'6 6 38-56 7.5yr4/6 msl Om mfi ---- ------ 0.2 0.6 i Ef iuent #i = SOD 5> 30 < 220 mg/L and TSS >30 < 150 mg& " Effluent #2 = BODs < 30 mg/L and TSS < 30 mg1L 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 1.11 12/4/2023 715-760-1978 SM-8330 (R 07100 ) Property Owner Hieb, Matthew & Brid et Parcel ID # part of_040-1083-880-001 Page 1 of 4 Boring - I ' " Pit Ground surface elev. _- y/•yl n. uepLn fo rimiting raclur Z73 in. jSoil Application Ratel, Horizon t Depth Dominant Color Redox Description Texture Structure Consistence, Boundary Roots GPDlft2 f in. Munseli Qu. Sz. Cont. Color I Gr. Sz. Sh. 'Ett#I Eff#2 1 0-12 10yr3/3 none sil 2mgr mvfr as 2f,2vf ; 0.6 0.8 --t-I-- -- - 2 12-20 10yr4/4 none sid 2msbk mfr gw 1f lvf�0.4 0.6 3 20-28 10yr4/4 none grsl 2msbk rnfr gw 1vf 0.6 1.0 m2d 7.5yr6/8 - 4 28-44 7.5yr5/6 7.5yr6/2_grsl lmsbk mfr cs --- 0.4 0.7 � _ m2d 7.5yr6/6 I 5 44-62 I 7.5yr4/4 SYr6L?_ sl Om mfr ---- --_--- 0.2 0.6 - -1 7-1 Boring F-1 - Boring Pit Ground surface elev. n. ueptn to mm�rng Tactor in. -., - . Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfW _ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ; "Eff#1 •Eft#2 .t } ' Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg1L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L i'he 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 `I"fY 608-264-8777. SB13-B330 {R.07/00i Schmitt Soil Testing, Inc. Conducted for: Matthew & Bridget Hieb 369A Milwaukee Rd Hudson, WI 54016 LOT 3 Location #2 Part of PI©: 040-1083-80-001 NW114 SE1/4 S21 T28N R19W Town of Troy 97' SEE PAGE 4 of 4 y FOR FULL VIEW OF PARCEL 99' 5% 4\, Slope '1 B3 1 0 � U 3% 1" = 60' Slope 61 ! r \CRNV 171' 135' 1 97' I 97' 5�, BM 1 ■j IT T BM 2 BM 1 100.00' Top of 2" PVC Pipe BM 2 98.05' Top of 2" PVC Pipe Contour Line El. 98.76 Contour Line Length 90' 296' LOT inrm LOT 1 CSM 33-7312 Conducted by: Thomas J. S hm'tt CST 227429 12-4-2023 Pt. on line I St Croix County, WI Legend Lakes and Rivers Rivets and Strearra w�M r —, lnterstetes us Highways Slate Highways County Highways Loral Roads Rustic Roads Ramps Road Right of Way .eom.a rt.rA.n n.wo.o aa.e v...ru aow Railroads Conveyance I)Mslon i 0 20 40 60ft DISCLAIMER: This trap is trot guaranteed to be accurate, correct. current, of epmptete and conclusions drawn We the responsibility of the user. vtaaaze=u 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 SO FEET INCLUDING PART OF LOT 3 AND PART OF LOT OF THAT CERTIFIED SURVEY MAP RECORDED IN VOLUME 4, PAGE 1157, DOCUMENT NUMBER 377181. REAR SOFFET LEGEND ® FOUND COUNTY SECTION CORNER, • FOUND I INCH OUTSIDE DIAMETER IRON PIPE ♦ SOIL BORING C.B.A. CONTIGUOUS BUILDABLE AREA ALUMINUM UPPED MONUMENT O SET 1 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 O FOUND 1-1/4 INCH OUTSIDE DIAMETER IRON PIPE (NORTH) PREVIOUSLY RECORDED INFORMATION 2 - FOOT CONTOUR 12%- 25%SLOPES BUILDING SETBACK LINE NOTE: CONTIGUOUS BUILDABLE AREA 25%AND GREATER SLOPES DOES NOT INCLUDE SEPTIC SYSTEM. — wesrLlNE Nw1/4 - 5E1/ $ V EAST LINE NE11C- SY71/4 _ "9'57'52"E --- , -4 �AI88`S8`56" E 2338.67'-182.99' f L-0 � ,// , I f p 1302.44' - - - fps 15 . y(� J � l� M H e } Z SE a3♦ ♦S8 #1 S©uTHERLr1rkELQT1, 3S` a3� �{� L _�li� H �7 7 3 1 2 W %u 1 QI \, C. S-M., VOL. 33, P 7312 1 _ - - - - - - - ��' G ro ♦sB#2 �3� y°~tip DOCUMEN N0. 11�f`2474 JI \\-q, \Z -Z z a�, ��s E1I\ -� 0 T 3 ~Sri la3 L I,_ F ' \` \�2p �j� I 5 95 \ �3'�, SE CORNER - ` W o \7 c �' C.B.A. = 18.0 ACRES { 09 'it A2 ` _ .a� LOit CS.M-, l a \ $• 90, F .._ _ �'� � '� V L. 33, PG: 7�12pa z �I \ `0a+SS E ' j° k�[ 33� fir 1�1I"E 16. 3' \ 98jti 2 5-29 _ - -- -_ j1� �{e! ' b Zi ,� �pUN9 CP�'9y y- T� f 'pq. `-�., }� 'Y+ !�M Z)I NORTH �' 4N' SOUR(ERLY LINE LOT 1,-- I-�✓ _ -- �� ' �- SB #2� C S.M.{ VOL 33, PG. 7312 I \ f N nn cam. (Q T 4 SB #3♦ 1 1 4y s9 M '4 BUILDING SETBACKS: \Q \� 0 33- 199'aL ✓ / �j .P_..2 l ' �I z SB#1 4 4 a I ROAD 75 FEET —�� tt ,.,; $ C.B.A_ = 5.7 ACRES ♦ S SOUTH LINE NE1/4�4V1/4 \\p 13�L 0 T 1 — — `!4 g y _i — — — — r1 M �- SIDE 50 FEET _ �! a - _ _ _ ` v REAR 50 FEET G{�A _ CL_�-- T "3 _ -115T 87' r ~) EXCEPTION TO DESIGN STANDARDS. \ 56h C 0 [TAV T R Y �6E f 643.23' - V��T _A L L- -' l �04 Y �+ 1z2.56' lg k13 Q A A ,7 R Q A D NORTH LINE OF LOT 1 &6`78' r J (73D.85') i / /� f 3�-08') LOT 3 - STREET SETBACK CHANGE PREPARED FOR: — — — - Ry" tf ECKCOUNTRY ;. MATT HIES �"�-r =COUNTRY OAKS S$1 A �il' �1891.10 L Ly T _ 1 oAKI JCDD ION �f! FROM 150 FEET TO 75 FEET 369A MILWAUKEE ROAD 1 C U�h1 T R Y� QUA K S V~-1—gf so'46"w) i�j� :;/ �' ^l s HUDSON, WI 54026 - - - - - - - _ I f 1 O T' 14 �IF�II /r T r i %`-LOT 4 PGL� 4685 66' C OrrT -'Y - A K--SCALE: 1 INCH a 300 FEET �TA'B T-'lilCOUNTRY OAKS LANE -_ - _ 300 150 0 300 - - - - - - - - - - v SE CQ$LIIfR SEo CONTOURS, SLOPES, C.B.A. & SOIL BORINGS