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HomeMy WebLinkAbout022-1030-75-075 RECEIVEjE DEC 2 3 20Of cortamerce SOIL EVALUATION REPO T - Z ST. CROIX COUN ofin8ccord8nceWMComm85.Ws. Adrn Code ZONIINGOFFICAttach MnPh" site P~ on paper not teas than 8112 x 11 inches in size. Plan must y • axude, bw riot knifed to; vertical and horitanf~ reftmm point (Il direction and percent scope, soda orb, north arno , and location and cAstance tO nearest road. i.D. 0 2 Z 1©l Please Print al/ Inkmatlon. Date r0uaovide'm~rbeusedforseoonearyPurpom(f',i,niq,taM a15.04(1)(m)). 77 < D -71 ZIP 56A1 Property locc"on Y ~ 1, 9A1 Govt Lot Nb im /V !jl 14 S ~l T-29 Ill E or / ?J 4 IsL2 • • i Subd iVaneF" 0AIP401k; W S yC~D Z { 7~S ~p ll • ~-S j 0 (sty ❑ 1trGage gf Town t+teanest 2Y m wt Newer Use:;RReWden#dINwnberotbedrooms ❑ RWao • ❑ Pubic ar corrurerdal_ Code derived design Gow rate 4W6 - 6 4Z Gpp Parer material ljl~ (f/ L-0 r OU.,(y A -L Geer W comments I! S 3 7345W O lle- rid Plam able N R /gypp. l! `~~a~-tom cS t r 1 Boll ~ o Pit Ground al elev. yg• ~ z 5 s• s: s. Depth to Will r in. Geier t)artrs>arrt Redm(Desm"m Texture StrrrrcGrxxe Soli in. Qu. SZ cont. Color SONY Roots GPONe Gr. Sz. Sh 'Eft i 'EtGti2 13 4. 2. ~a • ZS /D S W f . S 5 - ~ o CL D 7- 4 I .,e Gl..- cs n o fs;. S 0 ~ yg,l~ s ss . Pit G+ol surfaceetev. S z~ Morixon Depth Dames Solt Application Pats Redox P n Teftke Structrue Gansistence Mtn! Qu. tGll IS?- Cart. Color Gr. S7- Sh. Rooms ' / D: a 3 w .s _3 17 ,z z s ! .s c.2 - d o S T9~5 errt t = eoD > 30 < 22~ G S CST Ill (Please - nV& and TSS >3t) < 150 mglL ' Ill #2 = SOD 130 rr+gll.. and TSS < 30 ml er RoFSCP2r 79/b/?T ~ Address 2Z Cr3'1S [late Eval~n Cor4x ed Tel xxw ikrxeber Alb V. Q • zoo 3 71S . ~7~ • 3yyZ PriVate Sewage Consultants 2812 10th AVG. Spring Valley, WI 64767 ,A Cr :'r 1W ov0%~ 6, CSR Go7"S 3 l 0-2,7-- 1030• ~s- z 3 1",9 Property owner Panel ID # Page d 0 5'. Pit Ground surface elev. n. Depth to B - Sad NM!Icaft Rate Horizon Depth Redox Description Texture Sbucture Consistence Boundary Roots GPM In uQu. Sz. Cord. Color Gr. Sz. Sh. •EI~H 'Etf#2 / 0.1 z L / f sh/~ d5 3 is hnf5 /e L M•t .e o 0 ❑ BuMV# Pit 'Ground surface elev. it. Depth to krri" factor Soti'icsatton Rate Horizon Depth Dorr*wtColor Redox Description Texture Strut n Consistence Boundary Roots GPM In. Munsell Qu. Sz Cord. Color Gr. Sz. W 'Etf#1 Von # ❑ ❑ pit Gra,na satiate elev. It. Depth fa factor in. Soti e Mmimn Depth Dorrdnant Color Redox Oescripdon_ Texlrure Consistence Boundary Roots #2 Qu. Sz. Coat. cow Gr. Sz Sh. tp t elev. DepBr to tirrift tailor. in. BO" Pit # a❑ Boring EI rA atePj"ft Hortzon Depth Do *W* Redox TO*" Sirru~e Corr~atence Bourxiary GPDNF in. Munsell M Sz. k;onL Color Car. Sz Sh. l1 2 / I Effluent #1 = SM, >3k 220 ffQ& and TSS >30 150 mg& ' M wt #2 = BODE 130 mg& and TSS ; 30 mWL The Department of Commerce is an ogaai 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. SOE"330(WN) 1 33' cu al let 4w(tz- vO / ;EP 4 4'0 ? IAN 74~-~ t Ia- p aQ 5 gl70 lo 3 I >ti1 o65 ' / '71 D So /aa- p /yes LI A14 M 5 6A) ltfp owl f s 1q,10 ~ For issuance of permits and designing t Contact: Ulbricht & Associates Registered private wastewater consultant and plumbers Ulbricht & Associates 2812 10th Ave. Private Sewage Consultants Spring Valley, Wl 54767 2812 10th Ave. `V 715-772-3442 Spring Valley, Wt 54767 Parcel 022-1030-75-075 04/12i2007 11:45 AM PAGE 1 OF 1 Alt. Parcel 11.28.18.165C-30 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - CASEY, ROBERT J & DENA M ROBERT J & DENA M CASEY 494 OLD CEMETERY RD ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description * 1329 CTY RD N SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 3.270 Plat: 4679-CSM 18-4679 SEC 11 T28N R1 8W PT NE NW CSM 18-4679 Block/Condo Bldg: LOT 01 LOT 1 (3.27 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 11-28N-18W NE NW Notes: Parcel History: Date Doc # Vol/Page Type 01/29/2004 752917 2499/603 WD 12/23/2003 749954 18/4679 CSM 09/05/2003 739012 2402/107 QC 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/10/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.270 50,000 0 50,000 NO Totals for 2007: General Property 3.270 50,000 0 50,000 Woodland 0.000 0 0 Totals for 2006: General Property 3.270 50,000 0 50,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 APR 1 6 2004 I ST. GRO+X COUitiTY SURVEYOR'S RECORD ~ 7 +9954 VOL 8 PARE 4679 KATRLMN H. Y~LSA' REGISTER OF DEEDS CERTIFIED SURVEY MAP ST. C OIIX Co p LOCATED IN PART OF THE NE1/4 OF THE NW1/4 12/23/2003 03:30PM CERTIFIED S'GRVEY MAP OF SECTION 11, T28N, RI OW, TOWN OF REC FEEt 13.00 KINNICKINN COPY FEE: 3.00 IC, ST. CRODC COUNTY WISCONSIN. LEGEND PAGES: 2 PREPARED FOR: LEE CHRISTWVSON ALUMINUM COUNTY SECTION 2037 BOTH AVENUE CORNER MONUMENT FOUND BALDWIN, WI 54002 A SPECIAL EXCEPTION USE PERMIT IS REQUIRED FOF 0 1' STEEL SURVEY MARKER FOUND DISTURBANCE OF SLOPES OF 20% OR GREATER EXIE SURVEYOR ON THE APPROVED C.S.M.. THIS PERMIT IS APPLIED F EDWIN C FLANUM 1.O.D. IRON PIPE FOUND THROUGH THE ZONING OFFICE AND IS REVIEWED NORTHLAND SURVEYING, INC. X 18' IRON PIPE SET WEIGHING THROUGH A PUBLIC HEARING PROCESS BY THE ST. 858 A HWY'' O 1 • G W CROIX COUNTY BOARD OF ADJUSTMENT. ROBERTS, WI 54023 1.13 LSS. PER LINEAR FOOT 1 O OT 1 AREA yN . 100' ROADWAY SETBACK LINE w 0.68 ACRES INC. RNV _.X X EXISTING FENCEUNE u 29,814 SO. FT. ♦ SOIL TEST 0.65 ACRES EXC. RM 28,265 SO. FT. g N V CQN7Y TR UNK HIQ z AY ,N_ s6s 9Tw S89°54'4 "W 60:69' - 304.35' \__,,NORTH w 250.29-Momm -tg652 - THE NW1/4 ro 34.249.5T N85"5'32'.93' 2e9.3 04 A • NJ 0 ♦ LOT 2 DI o~► I 4.02 ACRES INC. RAN oa I 0 I 174.908 SO. FT. n ACRES EXC. RNV ; ♦ l (s~ i3 SO. FT. 1 ♦ i oy W LOT 1 h 3.27 ACRES INC. RIW s $ VI 2 142,364 SO. FT. 3.04 ACRES EXC. RNLI 33' 33'` ° I,. 132,211 SQ. FT. \ 1 ROVED pI ~j W.cmxcouwff ~ ~ • oo I 9 zap w4pentca ~ O DEC 2 3 M of CJI ~ ~I a I n noc mt dW of O~ I a W°'"~ ^ w' onn M a ax stiW be 1Q Q I • N 191 47.5T I 233.18' I •280.73' c 247,50' 33,23' 889°71'x8"E 561.46' do4 ~ ~o~a~a ~ g, ~I I CURVE DATA TABLE NIQL~o PCs' 0 8`] ' ' to CSI i NUMBER RADIUS CENTRAL ANGLE CHDRD BEARING CHORD LENGTH ARC LENGTH TANGENT TN TANGENT OUT 1 2200.61' [04*14'07* .08'00' N05'24'05'E 158.72' 158.75' N07'28'05'E N03.20'05'E 2 2167.61' N05.27'08.5'E 160.19' 160.23' N07.34'12'E N03.20'05'E 3 858.51' 19'50' N84.55'37'W 19.94' 19.94' N85.35'32'W N84.15'42'W SCALE IN FEET 1' = 100' THIS INSTRUMENT DRAFTED BY EDWIN FLANUM SHEET 1 OF 2 SHEETS 100 0 100 JOB N0.03.78 DATE 10-08-03 ' 0 doom l ~~j I Vol 18 Page 4679