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Home My WebLink About020-1016-70-040ST 2 PPw -03( �rofessionall SOIL EV REPORT I 4 Wis. DeptVS f a Stan, Division of Safe nd Bull djgg �U (L ' Page of O SPS 385, Wis. Adm. Code d�T in accorda with County St Croix Attach complete ite plan pp It rfoPlV P 1 x 11 inches in size. Plan must %. include, but not Ili ited to: l ft ence point (BM), direction and Parcel I.D. percent slope, s e north arrow, and location and distance to nearest road. OZO' 6 — 70' 04 Please print all information. Reviai by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ZU Property Owner Property Location ❑ El Hartman Development Properties Gout, Lot NE il4 NW114 S 13T 29r� R 19E (or) w Property Owners Mailing Address 744 Ryan Dr Lot # 2 Block # na Subd. Name orCSM# -30hol 1 I t 072.1—' City State Zip Code Phone Number[]City Village • own Nearest Road Hudson wl 54015 ( 71)-377-1555 Hudson Me Cutcheon Rd ElNew Construction UseE] Residential / Number of bedrooms 4 Code derived design flow rate b00 ❑ Replacement Public or commercial - Describe: na Parent material Chetek Flood Plain elevation if applicable na General comments Conventional design, system elevation 93.70ft. Trenches spaced and depth to code 3.00ft below grade. and recommendations: i?j(LIrwJ-jSP.41reJvitl GPD ft. Boring # ❑ Boring 16 a _ Pit Ground surface elev. 96.70 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. nsistence undary Roots GPD/ft ' ff#1 ff#2 l 0-3 10yr3/2 none I 2msbk mfr cs 2c .6 .8 2 3-16 10yr4/4 none sl om mfr gw 2c .2 .6 3 16-45 7.5yr4/4 none is osg ml gw I .7 1.6 4 45-t10 7.5yr4/6 nOOe ms osg ml na na .7 1.6 2 Boring # Boring 96.70 � t 10 ❑ Q Pit Ground surface elev. ft. Depth to limiting factor in. Snit Annli�atinn Rata Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh, nsistence oundary Roots GPD/ft 3 ft#1 ff#2 1 0-3 10yr3/2 none 1 2msbk mfr cs 2c .6 .8 2 3-12 10yr4/4 none sl om mfr gw 2c .2 .6 3 12-43 7.5yr4/4 none Is osg mil gw I .7 1.6 q 43-110 7.5yr4/4 none ms osg mil na na .7 1.6 Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD < 30 mg/L and TSS < 301 CST Name (Please Print) Signature CST Number David J. Steel 248956 Address Date Evaluation Conducted Telephone Number 1699 l SOth St New Richmond, W 154017 2-29-2020 715-760-0347 NB0403U (Kl I / 1 1) David J Steel Property Owner Parcel ID # Boring # 13 Boring 95.50 pit Ground surface elev. ft. na 39 , . Depth to limiting factor in. 2 4 Page of Cnil A--U— r DMo Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPDfft 2 ff#1 ' ff#2 1 0-3 10yr3/2 none 1 2msbk mfr es 2c .6 .8 2 3-13 1Oyr4/4 none sl om mvfr gw 2c .2 .6 3 13-43 7.5yr4/4 none Is osg ml gw lc .7 1.6 4 43-110 7.5yr4/6 none ms osg ml na na .7 1.6 ❑ Boring # H Bor ng pit Ground surface elev. ft. Depth to limiting factor in. Rnil Annliratinn Rafa Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence oundary Roots GPD/ft 2 ff#1 Pff#2 Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit I Cnil Annlirafinn Rata Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. lonsistence Boundary Roots GPD/ft 2 ff#1 ' ff#2 Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD s < 30 mg/L and TSS < 30 mg/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay. SBb833OTM (Rl111 p STEEL'S SOIL SERVICE 3 of 3 David J. Steel Hartman Development Properties 744 Ryan Dr CST-POWTSM NE1/4,NW1/4,S 13,T29N,R19W Hudson, WI 54015 Lic. #248956 Town of Hudson, St. Croix Co. 715-377-1555 715-760-0347 Lot 2 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot ' es were not established at the time the soil test was conducted. Legend N �11"=40' ♦ =Benchmark Ele. 100.00 ft Top of 1/2" PVC Pipe = Alt Benchmark El 100.70 ft Y Top of 1/2 " PVC Pipe = Borings Boring Elevations B 1 = 96.70 ft B2 = 96.70 ft I B3 = 92.70 ft bB4 = 0.00 ft fe 3 oa:3� � uy ; y tyl oy�37,65'Z z` \ L'L) 32 N Lts vo. 3V w o92°37. 6So a3 p/q-,6c,374 �,6c(2 37,625 NORTH 114 CORNER SECTION 13(ESTABUSHED FROM WITNESS \ MONUMENTS) '1959 X 213.08' -I 12-25%SLOPES f' M I 25%+ SLOPES \ } ® SOIL BORINGS ` f — — — — BUILDING SETBACK PER ST, � CROIX COUNTY- 50 FRONT (ROADWAY) t IV SIDE MIN, 25 TOTAL L 25' REAR ` 0 0 I Ep i a $ f 11 SHA aCh ' (( CC t7S Y: 3 1 t I� GzZS C Z 1 >- Any land L5 r NOTE: W y below the ordinary zii \ {I ^ > LL 8 rn I ! high watermark I DO a W (OHWM) of a lake or � 3 6 F navlgab e stream Is V� �.I LU a t ( subJe to the public 1 Z W �� t In navigable 1 = ters that Is r C \er�rStablished under r4 drticle 0Y section 11 T LL a- j m oktthe state 3 acy \ ons�itu ion. f z H 2 958 ,may ei W u, t; v` 1 `` Vp 0Ic i`�y�'os48OS?3• r f j G S W The OHWM shown was .� S?S /W a LL M determined by St. Croix z 09 County zoning In 1999 and ? �„•, W 3 u accepted in 2010 and 2020. d ®y IO Y, Elevation ofOHWM is 887.9. a WETLAND��7 t ~ O ` This map contains areas that are subject m ✓/ .a 3 the Shoreland Overlay Zoning District; / O additional restrictlons apply. Contact the •r" / Community Development Department for further information. /> \\ITV ®L�\,\\\�'�� ( F NE CORNED LL % �l� �` //� �f I %/ f �i ' t ,.� �, \l (ALUMINUMSECTION O S� i \ \ \ — — 9 43'23"W 1 I �/ FF yq ?k� oG / MONUMENT) W \ APPROXIMATE '�,�' r� 1�I l ,/- °°- �,• .o / 128"' WATERS EDGE AT } TIMEOFSURVEY % �k� �,� i( (/ 'y — / t 75'SETRACK FRO i ( - / :^'� '35Y43°W .. OHIVM yWro� \`�()76.83', LEGEND FOUND SELiION CORNER MONUMENTASNOTED (ram �`�� • FOUND 3/4• IRON REBAR Iz FOUND 1' IRON PIPE SET 10OUTSIDE r DIAMETER BY 18" LONG m ( O / / „� J' / ( f """v�egmnrvmrrirA, IRON PIPE, WEIGHING 1.13; 9gir LBS. PER LINEAR FOOT o 1 L O�'T 2 /� _ /r/ // a V q PROPOSED DRIVEWAY / I ,' * f TM A_ * a = LOCATIONLu U 1 RDINARY H GH r�+� 3 DODGE Co f 1 WATER MARK AS y6�Y / l S-2484 F> 1 ESTABUSHED 1999 f � (L � CLFI R LAIC n L ANDACC EPTED IN o 2010AND202D. w PREPARED FOR: a "J Z HIDDEN WATERS °jti4SUP"``�pt� W m5 Z. OF ST CROIX ntoO4ruI W wo O 01 744 RYAN DRIVE x $i 4 SUITE 102 02/28/20 8 HUDSON WI 54016 c o Z Nzm; m LOT 1 AREAS LOT 2 AREAS " � " g 1 / SURVEYOR: 2. � o W y{a® 7Y R. DODGE TOTAL AREA: TOTAL AREA: M _ ",a ¢ NORRi AUTH CONSULTING 4.084ACRES/177,90OSQ. Fla 3.333ACRE5/145,20054. FT.t p ASSOCIATES AREA EXG WW: AREA EXC R/W: SCALE: 1"-M �� ✓ 2920 ENLOE ST. STE. 101 3.525ACRES/153,50OSQ FT.t Z932 ACRES/ 127,700 SO. Frt / // HUDSON, WI 54016 L.B.O.-908.0 L.B.O.- 908.0 75 D 150 %- �- /1 0 CURVE DATA TABLE 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 NUMBER RADIUS LENGTH CENTRAL ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH TANGENT IN TANGENT OUT C1 560.00' 40'41'09" S60-lS'085"W 389.35' 1 397.66' 1 SBU'35'43"W I S39'54'34"W purchasing or developing any parcel contact the St. Croix County Zoning OfficeC2 and the Town of Hammond for advice. 593.00' 39'44'35" 559'46'S1.5'W 403.14' 411.33' S79'39'09'W 539'S4'34"W