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022-1011-70-075 (2)
WAt onsip Department of Commerce SOIL EVALUATION REPORT Page of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County ` C Attach complete site plan on paper not less than 812 x 11 inches in size. Plan must includd, but not limited to: vertical and horizontal reference point (BM); direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and d. Q ZZ - /Q/ p - o -7 5- Please print all informs On. R e Date Personal information you provide may be used for secondary (Privacy s. 1 (1) (m . ) . . . Property Owner.. lion r~ n S1, G N U I: ggfX Lpt vj 1/4 ✓(/k/ l/4 S~ T L~ ~ N R I~ E (or) t~ Property Owner's Mailing Address Z BI # Subd. Name or CSM# City State Zip Code Phone _ ❑ Village. Town Nearest Road ED-NewConstruction Use: B-Residential / Number of bedrooms Code derived design flow rate (4 '-)n (\l1 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if livable / /4- ft. General comments M -e ~-Q a~ and recommendations: T 1 can+~~ r e- \,e F I Boring # . ❑ Boring ~T pit Ground surface elev. ZOO, /0 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 In. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. "Eff#1 '01#2 - t 3 5i1 y c lv . 5 I- S (-Z l k. mC-r C3 - , 1I 3 7-q-, I 10,4rN to C2 -7. I Z,r~,Sbk P Boring# ❑ Boring ® pit Ground surface elev. 79 ft Depth to limiting factor 25 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 1 0-13 313 - Z k ~r es VV .5 • a Z 13-2 't Ll d 5 I war c5. - - Z5- l0 CZ{~ 1.5 1 Zrns - Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 150 mg/L ' Effluent #2 = GODS < 30 mg/L and TSS < 30 mg/L CST Number CST Name (Please Print) Ska-ature 3 3 0 G 144 VY\ S Address Date Evaluation Conducted / Teleph ne Number ' f "7w Properly Owner ~enei~ Z Parcel ID # Page 2- of Boring # Boring ❑ Pit Ground surface elev. 7-0 ft' Depth to limiting factor 2-4 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtftz In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 I CS-~ 3 3 _ ~I^I C- (-V. 5 t`-L 1t)VrLijq i L r c Z - 3 C 7.5 ~f 2 ; ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soli Application Rate Horizon Depth . Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 In. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. •E MI •Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtft2 in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff42 • Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mglL • Effluent #2 = BODS < 30 mglL and TSS < 30 mg1L 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. SBD8330 MOM) Property Owner Ltae-f-Iz Parcel ID # Page 2 of ❑ Boring # Boring ft Depth to limiting factor ` in. ❑ Pit Ground surfafm elev. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff#1 PD/ft Eff#2 in. Munsell au. Sz. Cont Color Gr. Sz. Sh. 6rID 3 3 r 5 3 z- ( 3 C °7.5 - 4 SC-1 2 5' ❑ Boring F-1 Boring # Depth to Gmitin factor in. ❑ pit Ground surface elev. ft- g Soil Application Rate Horizon Depth Dominant Color Redox Description ..Texture Structure Consistence Boundary Roots .ECG PD/ft Eff#2 in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. _ ❑ ❑ Boring # Boring Ground surface elev. ft Depth to limiting factor in. ❑ Pit Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff42 - ' Effluent #1 = BODS > 30 < 220 mg/1- 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. ssD4330 (rt.o7ro0) • • • PAGE 25 OF T~TA ME L~'h e~"Z LOT# 3 LEGAL DI„` =""s IOT`T S X/Uu/Y4,S ~ T Z $,N,R, / 9' E(or SCALE: 1"= BM 1 ELEVATION /DO BM 1 DESCRIPTION _ } - oa BM 2 ELEVATION ( ~U ~r BM 2 DESCRIPTION SYSTEM ELEVATION SYSTEM TYPE Mo~~, q q CONTOUR ELEVATION ! ( q o 1 1 I .S yq..~ I 63 53 Po'' l i ~~1 ~InZ SIGNATURE DATE 3 7 1 4 3 1 2 VOL 17 PAGE 4482 KAT9= H. VXCM REGISTER OF DEEDS NW COR. - SS RECEIVED T. CROIXFDR, RECORD SEC. CERTIFIED SURVEY MAP 03/24/2093 01=80PX LOCATED IN PART OF THE NW1/4 OF THE NWI/4, AND PART OF THE SWI 4 OF THE NWI 4 OF SECTION S, T28N, R18W CERTIFIED SURVEY HAP r`$ 'ter -4 TOWN OF KINNICKINNIC, ST CROIX COUNTY, WISCONSIN. REC FEES 13.09 S COPY FEES N , M I ~I& PAGES. 2 NOTE: DRAINAGE EASEMENT SHOWN HEREON IS CREATED TO MAINTAIN EXISTING SURFACE 2n DRAINAGE. IT IS THE RESPONSIBILITY OF G' LOT OWNER TO STABILIZE AND MAINTAIN ' O° APPROPRIATE VEGETATION ON SAID I rfl~ 4 EASEMENT. PREPARED FOR: LENERTZ ~ NF 220 LIVESTOCK ,3 CID rNI N> I N or \ EXCHANGE BUILDING IAN gd "DE 'W 460 ST. PAUL, MN DRAINAGE 341 55075 ° cNn EASEMENT • - .i SURVEYOR: I I _J►~y044'E 35g1%- v _ . • THOMAS M. HEALY 0980° I c- I • • ~ S dr N LAND m I SURVEYING, INC. l LO~NCS S ry i 2920 ENLOE STREET z r . \ ` 1gCk~,N i HUDSON. WI 54016 O LOT I Cm 82~ % 3.00 ACRES (130.842 SO. FT.) INC. R/W O~ -rS X 2.43 ACRES N ~I m M. (105,745 SO. FT.) EXC. R/W w:t ° IgA s>03j . I Y ° y 2' r~ UDSON, Q I ~ cn : WI I I y 100'--+ NW1A OF THE NW1A J1 CD W; SW1/4 OF THE NW1/4 SUR ` J ea ~cZ LOT 2 v °o, Z: 2.60 ACRES I I (113,044 SO. FT.) INC. RAN z r) 0: I I m li w V). ca 2.33 ACRES v ° N m i (p I (101,494 SO. FT.) EXC. F/W N0 y (jDa I SCALE IN FEET 1" = 100' ` y w m z I I C f0/1 N `2j Z' 4p. 1 0 V ' N m: 100 0 100 00 I I~ mo 5 I 6.7 ' 438.54 ? c Q m i N89'35'25'E 475.26' m I 0 m A APPROVED m Z U 8T. CROIX COUNTY ' i ~m I LOT 3 Mmnlnn 7"1"m •nA Parks Committee + i u z + rz,~ r O 2.17 ACRES W 19 0 -n IN (94,312 SQ. FT.) INC. RAN MAR 2 4 2003 I ° (1) i C~ <2 rn 2.02 ACRES N n O (87,874 SO. FT.) EXC. mot reooroeo wratln 30 days of? f z m o approval date approval OW be mm and void j 3 co ff'7 S 84" 18'33' FOUND ALUMINUM ST. CROIX COUNTY PR I N m LOT 4 SECTION CORNER 2 i 2.23 ACRES / MONUMENT (97,038 SO. FT.) INC. RAN SET 1' OUTSIDE 2.04 ACRES DIAMETER BY 18" m (88,832 SO. FT.) EXC. R/W 4 O LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT 37.7 , i DIRECTION OF 444.2r DRAINAGE p z S8W42'12•E 481.99' 6s' WIDE JOINT Mfn1f~R~L^A 44G© L~G1I lf~ @ %f_ 3V J P( IiTt~CL DRIVEWAY EASEMEN V!N W1/4 CO v! THIS INSTRUMENT DRAFTED BY: WILLIAM KANE ~ SEC. 5 1 JOB NO. 6000-17 DATE: 09/19/2002 REVISED: 12/12/2002 SHEET 1 OF 2 SHEETS Vo1.17 Page 4482 LEGAL ST. CROIX COUNTY WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF KINNICKINNIC COMPUTER NUMBER 022-1011-70-075 Parcel Number 5.28.18.71C OWNER NAME: First JARED J Last WAGNER PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment 565 CTY RD SS SECTION 5 TOWN 28N RANGE 18W '/4160 NW '/440 SW Line Description Line Description TOTAL ACREAGE 2.170 PLAT CSM 17-4482 022-03 LOT03 BLK 01 SEC 5 T28N R18W PT SW NW 15 02 CSM 17-4482 LOT 3 16 03 (2.17 AC) 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit