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HomeMy WebLinkAbout038-1028-10-000 7i. . Cr a0l9 -311i NOV 27 2019 Mink1 VYsi�onsin Department of Coerce SOIL EVALUATI•N REPORT Page__L of 3 Division of Safety and Buildings in aaadanoe with Comm 85.Wis Adm Code CCountyAttach complete site plan on paper not less than 8 1/2 a 11 inches in size.Plan must `�� /) z-0 f Y include.but not limited to:vertical and horizontal reference point(BM).direction and �p t, 2p !/'' percent slope,scale or dimensions,north arrow,and location and distance to nearest road. r eitri �' * 0 8- t V ZL- I D- ObO Please print all Information. Re by Date Personal information you prw,de may be used for secondary purposes(Privacy Law.e.15.04(1)(m)) .f� y} I )21/1//' Property Owner Property Location %(/L(1.- /yp_... 1.v5`-- Govt.Lot P.,, 1/4 J 11/4 S -3 I_ N RI E( c --_- Properrt/ty Owners Mailing Address u Lot 0 Block# Subd. Name ep7y2,f_r/ t7City Zip Code Phone Number ❑City ❑tillage own Nearest ad /t'e..�ZC1,IJYOO/ -2I ( ) S1Q r r,,,._(, � II i454v, -New Construction Us /J Residential/Number of bedrooms 3 Code derived design flow rate (-) GPD ❑Replacement ❑ Pu�lie or commercial-Describe �/ Parent material ,/ Flood Plain elevation if apple lel� !V/P L-V� R I General commentsDons:SG n*�t c Si f,f_ 1 I( Q ((,nci ZOr\ i n o�ppli,sa end i r� /YJaiii-/-clIn 'Se-tiou k System Type L System Elevation /J it:, - 16 J 1'1 r - Borvi - ies# Ground surface elev.r✓ , � fl. Depth to limiting factorXn. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/IT In. y�Munsel Qu.Sr_ Cont.Color }Gr.Sz.Sh. /1 / •Eff#1 'ERp2 .0-I D N y'-i) it 1/ ,)4_�� h^,Q/ l . - • l^ g 2- 10-all tors// s l< �/ �4 - 1� ' ��� ( Z , �� 3 ?v-w 2„›,,�/ (_ ->chc y,yi _ / ,.� Boring '' ng r / f IN Pit Ground surface elev. 7S, [ ft. Depth to limiting factor U' 6 in. , Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Mu sell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'Eff#2 n z a // y,:�y / c l : �;, - /ly -`� / 6 ,26 3 7_,, /4 ��/ y y�' ‘' ,S/ in-- /'/tt, 4,/r //✓ L i',4 c •Effluent#1 =BOO.>30<220 ng/L and TSS>30<150 •i/ •Effluent#2=BOD,<30 mg/L and TSS<30 moil CST Name (Please Print) Si,/� ure CST Number Bird Plumbing, Inc. Shaun Bird ' — 226900 Address e' Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 54017 //,/o?2—gyp 715-246-4516 Property Owner_ Parcel ID# Page 2 of 3 , Boring itng ❑ Pit Ground surface elev. ft. Depth to limiting factor L s in. soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff in. Munsell Qu.Sz. Cont.Color Gr Si Sh •Eff#1 'Eff#2 ()/- 57,t/ L ni j - N)A , Z_ • Boring ft 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 GPDRf in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •E1f#1 •Eff#2 Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sol Application Rate Horizon 'lepth Dominant Color Redox Desaipton. Texture Structure Consistence Boundary Roots GPOIff in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. •ER#1 •ER#2 •Effluent#1 =BOD >30<220 mglL and TSS>30<150 ng/L 'Effluent#2=BOO <30 mg&end 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. SBD UJO(I MO • Soil Test Plot Plan / 6-c 3 Project Name Gene Nelson Shau Address 895 County Road H j New Richmond Wi 54017 ":-TM #226900 Lot 1 Subdivision Date 11/22/19 NE 1/4 NE 1/4S 7 T 31 N/R18 W Township Star Prairie El Boring Q Well PL Property Line County ST. CROIX I BM or VRP Assume Elevation 100 ft. Top of survey iron System Elevation TBD *HRpSame as Benchmark 1 90th St. Scale is 1" = 40' unless otherwise noted 356' Property Line A 0\ 8% Slope 95' B-1 '6' q B-2 80' 98' ' � \ 50' ■ B-3 30' 189' 7411 B.M.* 313'40' 40' 503' Property Line \'! , 77 DEC 0 2 2019 St. L:,,,,"tit CERTIFIED SURVEY MAP com n __ ,.`r,2„t LOCATED IN THE NE1/4 OF THE NE1/4 OF SECTION 7,T31 N,R18W, TOWN OF STAR PRAIRIE,ST.CROIX COUNTY,WISCONSN. in _ n t '',_2. , .I I.;. OWNER REQUESTED BY: SURVEYOR GENE 6 ALVA NELSON HARM 6 BPENDA CHEVAUER EDWIN C FLAMIM 866 COUNTY ROAD If 3030 S.DAVIS LAKE DRIVE NORTHLAND SURVEYING,INC. NEW RICHMOND,VA 64017 INVERNESS,FL 34460 P.O.BOX 162 cp.)/_dell'Q 1 0 AMETY.WI 54001 BEARINGS ARE REFERENCED TO THE EAST LINE OF LEGEND (ST. NE1/4 OF SECTION 7,BEARING 500.1427'W. (ST.CR00(COUNTY COORDINATE SYSTEM). ST.CROCK COUNTY SECTION CORNER POSI11O ED THIS INSTRUMENT DRAFTED BY EDNT!RJM1M FROM COUNT(COORDINATES.POSITION VERSO JOB NO:19-106 DWG:CSM WITH MONUMENT AS NOTED OR TES OF FECOf10 GRAFTED:1W14/19 RED.10/11/19 ❑ 3H•X 1P IRON TEBBAAR SET WEIGHING SCALP IN FEES 1'-165, 1.60 LBS.PER LINEAR FOOT — 1� MN • 1.0.D.IRON PIPE FOUND 0 100 200 • O.H.W.M. APPROXIMATE ORDINARY HIGH WATER KIN ( SHOAT)FOR REFERENCE ONLY. BM-971.22 BENCHMARK ELEVATION TOP OF IRON FEBAR ® BORINGS — — — BUILDING SETBACK NE COTTER SECDON 7 N MASOFIRY NAIL FOUND `I I b wAT7EQt1S ■ 811r41'3 'E MO, I — 11 B. �502.BU-� l. II I( '-..0 /- il ZZq2125' , LOT 1 o VI D Q o ', 4.39ACFES INC.FLAN vm -3'• \\f g �I w , -a te9 Sao 50.FT. m 9 1; *I 0 8 l I I I 4.12 ACRES Exc.RAY F. z 2� j 179,306 SO.FT. ,,O ( I[ J CIA ZI3 a71AG 33911 30.FT0 . % t I $ Tg1 I'it 0 � - 1-® N b s \ .BBt© O 313.wI NII'4Y31'V 330C , - > ,. ' I IA tI I iI ANY LAND BELOW THE ORDINARY HIGH WATER MARK OF A LAKE OR A NAVIGABLE STREAM IS SUBJECT TO THE PUBLIC TRUST IN E1/4 CORNER NAVIGABLE WATER THAT IS ESTABLISHED UNDER ARTICLE IX. SECTION 7 SECTION I,OF THE STATE CONSTITUTION. SHEET 1 OF 2 SHEETS