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Home My WebLink About002-1009-70-000 (2)= SOIL EVALUATION REPORT `ST aOO�� r G� #140 a\=FS Deparpnentof a �r sjralServices 1) /\ Z I_ Page 1 of 3 Division of Safe�ilain 1 1 -i f 7 S 3 1� Northland Plumbing, Inc. in acco' ance with Comm 85 Wig Adm Cod R Attach com leteisite Ian on er not lass than 8 x 11 inc P P vap include, but not invited, toy verticaland.f)odnontat reference point (BM), direction and percent slope, sbaleordimertsidns, notth'-aifbW,'Srid location and distance to nearest road. Please print all information. Personal infonnallon you provide may be used for secondary purposes Privacy Law, s 15 64 (i) (m)). County St. Croix cel I.D. aN- o @ : bj -/Oe - 90 - b L - 100 - - DOa iewed D�at Z / 1 IV/ Property Owner Thomas Kanten Property Location Govt. Lot SE1/4, NW1/4, S5, T29N, R16W Property Owner's Mailing Address 1187 22Dth St Lot # 15 Block # Subd. Name or CSM# v�a � y,,5 City State Zip Code Phone Number Baldwin I WI 1 54002 715-684-2613 City Village Z Town Nearest Road Baldwin I County Rd DO ® New Construction Use: ® Residential / Number of bedrooms II V 3 Code derived design flow,(( rate 450 GPD ❑Replacement ❑Public orcommercial -Describe::5 OtoKd LOrn, Apel,Y'SI Parent material Glacial Till Flood plain elevation, if applicable Z-0A.) F General comments la 4 f- Me, V and recommendations: Sv' 1 Boring # Boring Ph Ground surface elev. 98.45 ft. Depth to limiting factor 64 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu, Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/fr' 'EB#1 'EfW 1 0-13 10YR3/2 sil m2abk mvfr cs 1f .6 .8 2 13-26 10YR4/4 sil m2abk mvfr a if .6 .8 3 26-43 10YR5/4 sl mlabk mvfr cs .4 4 43-51 10YR4/6 cos Osg mfi CS .5 .5 5 51-60 10YR5/6 fs 05g mfi cs .5 1.0 6 60-64 10YR4/4 sc mlabk mfi cs 0.0 0.0 �vL� � vv'r..r�1. �oY > e wov !d vc dv ' 2 ® Boring Boring # L, Pit Ground surface elev. 97.71 ft. Depth to limiting factor 2 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu, Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft' 'Efl#1 'E1W 1 0-13 10YR3/2 sil m2abk mvfr CS 2f .6 .8 2 13-17 10YR4/4 sl m2abk mvfr cs if .6 1.0 3 17-26 10YR5/4 scl m2abk mfi cs .4 .6 4 26-28 10YR5/4 7.5YR6/8fld spots scl m2abk mfi gs .4 .6 5 28-54 10YR5/4 scl m1abk mfi gs 0.0 0.0 " Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = SODS < 30 mg/L and TSS <30 mg/L CST Name (Please Print) S' at CST Number Michael J. Myers u ��i� 267985 Address Northland Plumbing, Inc. If Date Evaluation Conducted Telephone Number 2943 130th Ave Glenwood City, WI 54013 12/8/2020 715-265-4115 SBD4330 (R.i 1/11) )6 Properly Owner Thomas Kasten _ _ Parcel ID # Page 2 of 3 3 ❑ Boring Boring # pit Ground surface elev. 9� �'' —ft. Depth to limiting factor 50 in. Soil Application Rate Horizon Depth in Dominant Color Munsell Redox Description Qu. Sz, Cont. Color Texture Structure Gr. Sz. Sh. I Consistence Boundary I Roots GPDM2 'En#1 •Eft#2 1 0-5 10YR3/2 sit m2abk mvfr cs 2f .6 .8 2 5-14 10YR4/4 SC m2abk mvfr cs 1f .2 .3 3 14-50 10YR5/4 Cos Osg mfi a 5 .5 4 50-62 10YR5/4 7.5YR6/8fld sp sc mlabk mfi gs 0.0 0.0 rti�.t,n-fs > Sao l - 1 do ; ❑ Boring Boring # ❑ ph Ground surface elev. ft. Depth to limiting in. factor Soil Application Rate Horizon Depth Dominant Color in. Mansell Redox Description Qu. Sz. Coot. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft' 'Eft#1 •Eff#2 i I - i ❑ Boring Boring # pN Ground surface elev. ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/W *Eff#t •Eff#2 I ' Effluent #1 = BODs> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODs < 30 mg/L and TSS < 30 mg/L The Department of Safety and Professional Servicese 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. SBn-8330T. IR)1/11) Northland Plumbing, Inc CHECK BOX AS APPLICABLE. CHECK BOX AS APRICABLE. 0✓ SOIL EVALUATION scale: 4o 49 SYSTEM PAGE 2 OF D SITE MAP I 60 PLOT PLAN PROJECT NAME: 102 DESIGN FLOW: GPD (LD a Thomas Kanten Attach design flow calculations for commercial plans. PROJECTADDRESS: County Rd Dd, Baldwin, WI 54002 Pipe Material / ASTM Standard (Tables 384.303 & 3B4.30-5) BM Symbol: � 100.0 BM Elevation: FT N S ltary Sewer. / Face Mah: / BM Descriptlon: top gale. pipe SE o(B1 Slope GreMeM(%) Sl Tested Area: o Well 2 /o Symbol („applicable): p 1,61cete north by amwbq ane IMPORTANT: Show ground elevation contours at sultable Intervals. on the epmpelte Fie 7s"'Y`�fJ wr�r ss,T29f�;(C/4 u� c,df r5 ��ao4Kw l w,S,,j, -- 64-. er�attCw'_'"f s►a.*r = loe.o' - -I+•p qs/v, P►P� xM4,2o foo.W/' - n.ef Si = 98 vs' 82. 97.1 V a3= p7•'1P ki l 4. , r — F' L(c� pad 2% S +- 1� w•p(csT u7485 �� PjL- 63 — 97.77' — — � s•�rs' ?lv 70