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HomeMy WebLinkAbout038-1014-80-050 (3) V . • ‘-1-_\-"- --C--e r, • • G ,6 209 1 3 Wis.Dept.of Safety and Profetisional s SOI �VAL 1 Pape_of Division of Safety and Buildings x ,-°jots/ ll M C1x full H inedbo Ines ,Wes. Adm. Code c County St Croix Attach complete site plan on papgicaet185s than 8 1/2 x 11 inches in size.Plan must Include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. 038-1014-80-050 percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). rC' l,TTT/�! ���^^^j, / 17 /1 J 1 Z Property Owner Property Location ��� Shane and Wendy Demulling G .Lot SE 1/4 NWt/4 S 3 T 31 N R 1 (or)WO Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 1571 ?'c/fA Si' I na Z8 416 I{ CSM City State Zip Code Phone Number laity ❑Village ipsifown Nearest Road New Richmond WI 54017 651-208-0064 Cty Rd H I I I ( ) Star Prairie 1 0 New Construction UseD Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Public or commercial-Describe: NA Parent material Stream tcraces and out wash plains Flood Plain elevation if applicable ZDue. X ft. General comments Mound Design, system elevation 103.10f1 based on contour line elevation 101.6011. Minimumm 18 inches of and recommendations: ASTM mound sand. 6ketvt, Law) zo,,.: A l°I4-.S Fort t ah sort. I Bong Boring# 0 Pit Ground surface elev. 101.50 22 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Ea#1 'Eff#2 1 0-6 10yr3/2 None ail 2msbk mfr cs 2c .6 .8 2 6-22 I0yr4/4 Nonc sicl 2msbk mfr gw 2c ,4 .6 3 22-42 7.5yr4/4 c2d 7.5yr5/6 sicl 2msbk mfr cs I f .4 .6 4 42-50 7.5yr4/4 c2d 7.5yr5/6 sdUsI om mfr na na .0 .0 2 Boring# ❑ Boring 101.50 60 o Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. '',EMI 'Eff#2 I 0-8 10yr3/2 None sil 2msbk mfr cs 2c .6 .8 2 8-24 10yr4/4 None siel 2msbk mfr gw Ic .4 .6 3 24-48 7.5yr4/4 None cos osg ml cs na .7 1.6 4 48-60 7.5yr4/6 None ms osg ml na na .7 1.6 •Effluent#1 =BOD s>30<220 mg/L and TSS>30 <150 mg/L 'Effluent#2=BOO s<30 ng/L and TSS <30 mg/L CST Name(Please Print) Signa[u CST Number David Steel ___..,,‘,,,.(__.1... r 248956 Address to Evaluation Conducted Telephone Number 1699 150th St New Richmond, WI 54017 8/15/2019 715-760-0347 SBD-8330(RI 1/11) Shane and Wendy Demuliing 038-1014-80-050 2 3 Property Owner Parcel ID# Page of 3 Boring# 0 BOnn9 10 j,CO 18 0 pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure :onsistence Boundary Roots GPD/ft ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. • ff#1 'Elfin I 0-7 I0yr3/2 None sil 2msbk mfr cs 2c .6 .8 2 7-18 I0yr4/4 None sicl 2msbk mfr cs lc .4 .6 3 18-24 10yr4/4 c2d 7.5yr5/6 sicl 2msbk mfr cs If .4 .6 4 24-48 7.5yr4/4 c2d 7.5yr5/6 sclisl om mfr na na .0 .0 Boring# H Bor n9 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPD/ft ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •:ff#1 ':ft#2 Boring# n9 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPO/ft ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eft#2 •Effluent#1 =BOD $>30<220 mg/and TSS>30 <150 rg/L •Effluent#2=BOD $<30 rg/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. SBD433OTw I R I I,111 STEEL'S SOIL SERVICE 3 of 3 David J. Steel Shane and Wendy Demulling 1571 89th St CST-POWTSM SE1/4,N!1/4,S3,T31N,R18W New Richmo WI 54017 Lic. #248956 Town of Star Prairie, St. Croix Co. 651- 208-0064 715-760-0347 Lott This soil evaluation was conducted to satisfy a zoning requirement,it may or may not be suitable for your use. ed r p � � Legend N 1"=40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" PVC Pipe • op lt3Benchmark" PVC 100.00 ft Top of 3/4" PVC Pipe =Borings Boring Elevations Z B1 = 101.50ft akt{ 4 B2 = 101.50 ft B3 = 1400 ft 2/1 iGh B4= 0.00 ft pr?jjj.0-INO 54P 0° 1y' Vbi ylor . bo J 11 �ou0-1 R L1.. 1 11 1LL LJ F.J 1\ V L 1 IV LL 1....1.. ,Located in Government Lot 3. Section 03, Township 31 North. Range 18 West. 4.41. Town of Star Prairie. St.Croix County, Wisconsin. 6-VL Z& C C ..)2,4/ \,,,''I',,r, • �a ;' PREPARED FOR: afci ll`YI GC 4,1 ..;s '4 Joan B. Wright Revocable Trust r ' /, 5855 Cheshire Parkway#3402 ��.cs�- lv lq " 44rt1_, \ Plymouth Minnesota, 55446 K7o1� �. •..... 1*1 �• : ���I' SURtilirttiD t��e` N. �`• WATER ELEVATION ON JANUARY 10.2018=96.20 FEET O A ORDINARY HIGH WATER ELEVATION=97.16 FEET Ak,^vnu^'UDDed monument 8 \ ^r /� at the V1 t a Amer Of QO Al J ASSUMED DATUM.SEE SHEET 2 OF 3 FOR Se io^.C3 T31N.R18W. OO�xr BENCHMARK INFORMATION Et 0 .--1 LAKE I11 I 27._ IL �\ CEANOER LINE 3�S 87°26'32'E 192.92' �:?�i ,0 ,,y S E'1 rs ._ 15• °RCINARY a1G'� ' ERR `9 F ,O�2,3 j __ s sue. wt 4' Nti 01 LL v a LOT 1 s 9s\ / W Mkt M , / � 3a. Z Pi m LOT 1 AREA TO OHWM ;rot \� of � = W Including R.O.W. P � v 3. fn 3 L LAND 144,278 sq. ft or 3.312 acres z Ot>I N Si' W C3 Excluding R.0 W. 00 vomit / ;'1m z ' = N 130,716 sq. ft. or 3.001 acres oN Cc') O ci' o � , g c) o N I . .., EAST LINE GOVERNMENT LOT 3— -- / -, ^ W 0 O H J :A 0 0 2, Z ^� CENtER co` 1 z = ¢ ."1:-, PROPOSE• \o / / Q a 3 4 N ORIVEWPY _ ® / u> lJ rri Stu I u'. I 1 �( I—, wE� ak°_ t4 7 9 w 693.A IA. / L-.. /IN 89°38'13'E 56' _ Ws__- Q 3 s 106.78' _12�'- r-- �cp >,fJ'�Q W ! N J _ _° -3ig 13 w .C� zO -P.O.W. PER DOCUMENT P NQjJ¢fpj- © ,I_Sno`21'11 `��WpY� I mew-- \ °�. COUNTY \--,,--/©TRUNK f\�,.. tER LINE NK NIGNwpY "N" �— COUNlY TRU r, UNPLATTED LAND 6, riy49:8" UNFIA D LAND i —SOUTH LINE, SW 1/4, "^„p j'-' . NOTE: WETLAND LOCATIONS ARE APPROXIMATE 1 SECTION 03, T31N, R18W Z N I N 88°49'36°E - - 0 25 50 100 922.72' -�- 1.25 inch diameter re-bar monument at the 1 inch = 100 feet SW corner of Section 03,T31N.R18W. Survey prepared by: Landmark Surveying Inc. The west line of the Southwest Quarter of Section 03, 21090 Olinda Trail North,Suite B (A Minnesota Corporation) Township 31 North,Range 18 West bears North 01 PO BOX 65 Joel T. Anez degrees 12 minutes 09 seconds East as referenced to Sandie,Minnesota 55073 the SL Croix County Coordinate System NAD 83(1991 E-mail:inthehdd a(rro mernecnet Wisconsin Professional Land Surveyor Adjustment). The distance between the SW corner