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HomeMy WebLinkAbout032-1025-90-010 (2)/ Wis. Dept. of Safety and Professio al Services SOI EVALUATION REPOR Page of fit Division of Safety and Buildings MAR 0 4 2024 in accordance with SPS 385, Ws. Adm. Code �+ County SL. C l'O ,'x, C- Attach complete site plan on pa hf(�{� `tha�i`I$'�Iti{�°lfY es in size. Plan must / include, but not limited to: vertica an onzon a re ern (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. O 32- /0,25- 9d- O to Please print all information. Revieviled by D t �� Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). hr ,ir Property Owner L c CAP (,v 4 �// Pre e C Property Location p Govt. Lot /� 1 /4sE 1 /4 "S T ,�/ N R 9 E (or W Property Owner's Mailing Address Lot # Block # Subd. Name o I 22, /0 ,s0>"S S�. City State Zip Code Phone Number ❑ City ❑ Village [RTown Nearest Road Sisr�cist�-- 1,011 SS OZS- (7/07 ) 2 V7- 5?42 e S-et- S6 New Construction Use: C& Residential / Number of bedrooms 6— Code derived design flow rate 6 06 GPD ❑ Replacement ❑ Public or commercial - Describe: r 'ate Parent material OC- f CAI 6e .S ( Flood Plain elevation if applicable General comments srs C L � T, 5- 1.1 ?e1 ' arY'4reu and recommendations: 0t'1�ii��)+"1el���ri�5 Boring (� F(I Boring # -/ ® pit Ground surface elev. I I , ft. Depth to limiting factor �Z / in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft 2 ff#1 ff#2 0-lI 0Yf �,/ IV A L /m y. m. Pr as Im 016 7-S7`4 `% IVASG a ms'bk rnv4il.- c w D, b / , 0 3 /9 a-7 7, S %1� /V 4 irrS D S m G c w V-P v, 7 116 2-7-/2/ KS-1 i /V+ S Os �n ® Boring # Boring Pit Ground surface elev. /OL1' ft. Depth to limiting factorin. Snil Annliratinn Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots ` GPD/ft 2 ff#1 ff#2 1 D- 10 10# �Z 1114- G /M . /�7U,11/- Cks /M a y or 6 2 /e- 12 7S1 y/ IV A s6h- 64,- c W 0,6 0,9 3 2z-n S-M s-6 N 4 m5-6k jhQl C w 6), 6 /, 0 V 3 y / r9 7-5- y0e s/6 IVA D.S 0.7 1,6 . tea,. «*1 - ❑nn > zn < '))n mn,l �n j TQc Zrl < 150 mn/I ' Effluent #2 c Ron <'1n mn/I anri TSS < 3n rnn/l CST Name (Please Print) Signature�p CST Number 81^1 g2vt fame 3 Y / Address 3 Date Evaluation Conducted Telephone Number /92., Ue SpMtiftr CvL ,j -.2 `/ 7/-- 760 0Y',fr (UL.5 MW -.. Property Owner 4 WO- Parcel ID # ©3Z /O.U--?0-oho Boring # ❑ Boring / Pit Ground surface elev. / •Sft. Depth to limiting factor 125- in Page Z of 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 ff#2 l b� 9 /OW /2 Q s l m v, V 0 6 Z. L21 T 6-1 16 21ns6k rtv C w d, 6 0 8 3 21- 5-M s/6 NA rn �/ C w )VP 0,6 Q 7, syR 0, -7 , 6 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annliratinn Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft z ff#1 * ff#2 Boring Boring # 1-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Cnil Annliratinn Rato Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft ff#1 ff#2 * Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD , < 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 fonnat, contact the department at 608-266-3151 or TTY through Relay. SBD-8330 (Al 1/1 I) OWNERn Name 4'j&, arj y' The/ese S_cX a clnel, Address 22/0 S4>h St- S® &�Z' SS Yo2s` A Benchmark 1 7OP I �'2 PVC f I f e EI , /00. O Benchmark 2 T p Tee j�ojt- Ry C.of S'fahe ❑ Soil Boring _j Suitable Area 1" = 40' Scale Page 3 of 3 Brian Parnell CST 231314 Date 3 -2 - 2 Y W L0 00 0 00 Lo 00 0 CD L0 0 C�, N 's t Ln Ne, .' cn N Lo L o .� tt: h co Cl VC 5655 -HOC ', . 904190 S8816'08"E 726.20' rC^ PRELIMINARY NOTE Lo G6' SHARED DRIVEWAY EASEMENT cU) WILL 8E CREATED VIA SEPERATE DOCUMENT C,4 w TTED z LOT i 11 36 ACRES INC RM 495 809 SO. FT. 11,29 ACRES EXC. R.NV 491.609 SO. FT. SOUTH LINE OF THE SE1;4 01' SECTION 9 N89040'33" W 783.19' S�Ba �}11VDS 0 > a ui ,49 34� j S89°40'33"E of 6,2 .n, 295.00' `�' 262 CG 85133 00 rl DRIVEWAY EASEMENT �' _ r- N oI 66 SNARED (SEE NOTE 'Al 6&-G4' c co r- NBT40'334W 381,78' r M, LL 4� 348 78' 33.00" a x cpv SHEDEJ O 2 2 w SINS N u �x r C' IN SHED ov 3 �33 S Eo S CDw Z j ^j cn (S VEYOR - UNPLATTED LANDS ... LEGEND eo 1� i ckol" ' 111 Y SECTION GU iNE.H �i�r3�tnir,���, F''��IiI(A MCOUNTY E ��'GD�s����`,' FIOGiLAI, � POSITIONVERIFI4D ��l to �, `'•, WI I tA(,,I : I AS NOTED OR TICS ©I W � AlICHAEL J i,,; � N M SHED S89` 4i 3 3' E 567 99' _ _ ``W NI SI u HOUSE BINS � BI DRIVEWAY ; ` T N89`56'55"W I C15' Cam`" 42. 69' - -- - ' BARN u� LET 2 L? 1 u-jZ I t jt© cr j/ 12 -19.99 PERCENT SLOPES 19.99 - 24.99 PERCENT SLOPES 25 PERCENT AND GREATER SLOPES BUILDING SETBACK LINE ♦ SOIL BORING PRELIMINARY a Z � 2 ~ z cn w O LL U W M CDW in LL w Z W O N Cn ? O Z to W Lu Cn O Z w CD u, F- Z O h QED 3 � LL O >- w CD ~ Z W Lu = W CT r- O CD I— z oC X CD W 0 m = Z cc L H I— Cc; U r � LL F-- d OF Z C/) Z � J W w 0 ~ Z a Q U O � W S C, d ¢ ^ � w I Q W '-...Z U' 'M z 3 O �Ialo'' N o�oi C w U; C4 ` of �_'v i w w z'I�IIM ED amI'i� CL s v O'UI^z acm M CD i >O'O p Z S1/4 CORNER SECTION 9 i (ALUM. MON FD) i i N89-40'33"W 1341.18' SURVEYOR MICHAEL J, ERICKSON FOUR SEASONS LAND SURVEYING, LLC 848 WILI_.OW RIVER DRIVE HUDSON WI 54016 PREPARED FOR: ` ,., \SC O Ns "I LD SCHACH INER , 2210 50TH ST SOMERSET, WI 54025 = MICHAEL J ERICKSON S-2592 HUDSON 9 wI SURN BRANT AND LAURA SCHIMMEL LOT 2 CSM IN E66'SHA:RE11D VOL. 24, PG, 5655 DRIVEWAY EASEMENT DOC. NO. 904190 REATED VIA SEPERATE DOCUMENT S88°36'08"E 726.20' 1 S , j���,os8 os4y'� 34% B LOT 38 N89°40'33"W 783.19' UNPLATTED LANDS ED A THERESE SCHACHTNER E1/4 CORNER ED AND THERESE . SECTION s (COMPUTED FROM T SCHACHTNER ! TIES OF RECORD) UNPLATTED w LANDS c w z O n S89°40'331 o o V S W 295 00 Z J �I 262 00' of 6' 1133.00 w ZI Q Z a 66' SHAR D DRIVEWAY EASEMENT N = C.B.A.o EE NOTE "A") �N 66.00 is N o ~ N89'40'33'W 381,78- T o WI LuI _ 2.4 AC 348,78' 33.00, m cI til n cn a13� %♦ `'� '1 SHED00 rn a� J LEGEND pz v 2 ST CROIX COUNTY SECTION CORNER g ttoo POSITIONED FROM COUNTY yj pW COORDINATES POSITION VERIFIED Eo WITH MONUMENT AS NOTED OR TIES �' 2' OFRECORD gl r- o zl ❑ 3/4" X 18" IRON REBAR SET WEIGHING pl o 1 50 LBS PER LINEAR FOOT Z 0 1" O.D IRON PIPE FOUND 1 5/16" O.D. IRON PIPE FOUND BINS N o p d u- BIN O o o ', 33 13 SE CORNER SHED SHED O� SECTION9 0 (SURVEY MARKER FD) SHED S89'40'33"E 557.99' --- ~NE CORNER o u SECTION 16 OHOUSE BINS DRIVEWAY 00 33 / TRAVELED CENTERLINE O N89 56'55"W / 5T 42.69'_= BARN MI cI Q J Z j In CO ?� OI J W al LOT 2 w = u eo Z � O v 01 I ~ ^ cV z -� W 1 T22 ACRES INC. RNV do �I r Ow 488,891 SO FT IU o z � OBI OI�I U Lu 10 09 ACRES EXC R/ Lo > o 439,453 SO. FT. °o l ~ y l 0I w �J 1 70 55' BEARINGS ARE REFERENCED TO THE EAST LINE OF THE NE1/4 OF SECTION 16, BEARING S00°11'28'W. N87°47'59"W N89°48'32"W 55' (ST, CROIX COUNTY COORDINATE SYSTEM), SCALE IN FEET 1" = 200' 488.26' 70.00' - IN m THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON UNPLATTED LANDS E1/4 CORNER 7 a JOB NO 24-27 DWG: CSM 0 200 400 SECTION 16 Q DRAFTED: 2/26/24 FIELD: 2 19/24 (SURVEY MARKER FD) ED AND THERESE SCHACHTNER I � ` Z , a ��Q5� � o ��F z �c�co��5 O_iU