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Home My WebLink About002-1009-70-000 (3)s fi G-) 4 d�- SOIL EVOLU TI ORT k. &j. j'f De menl of cf�P onal Services G Page 1 of 3 II Divisi of SafBty and uildin�gs r 1 }'� Northland Plumbing, Inc. R....� r in accordance with County 88II Attach complat4 site plai>' oh paper not less than 'h x 11 inches in size. Plan must St. Croix include, but not)imited to. vgr(iral and hdlu&h1reference point (BM), direction and a!` ooL-y0o ^ percent slope, some or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Zoo - Please print all information. Red BY � Dat iewN Personal Information you provide may be used for secondary purposes (Privacy Law, s. 15.e4 (1) (m)). / /.4 / 3 /'C Z / �N Property Owner Property Location Thomas Kanten Govt. Lot NW1/4, NW1/4, S5, T29N, R16W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# P"'4 ; �g 1187 220th St 16 City State Zip Code Phone Number ❑ City L Village ® Town Nearest Road Baldwin WI 1 54002 1 715-684-2613 Baldwin I County Rd DD New Construction Use: Z Residential / Number of bedrooms 3 Code derived designflowrate t 450 GPD ❑ Replacement C Public or commercial - Describe: rn.y� z ro^ i y1 Aw lc S� -') IG Parent material Glacial Till an nG5 Flood plain elevation, if applicable �e>N� eft. General comments SUri'r^J-to, r(it0vyt 5�(Sfcw. 1� r and recommendations: Boring 1-1 1Boring # PR Ground surface elev. 97.68 ft. Depth to limiting factor 20 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure ConsistencE Boundary Roots GPD/ft' 'Efi#1 'E8#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-10 10YR3/ I 1 L1 sit m2abk mvfr cs lm .6 .8 2 10-18 10YR4/4 f sicl m2abk mvfr cs 1f 3 18-20 10YR5/4 sd m2abk ni cs 1f .4 .6 4 20-28 10YR5/4 7.5YR6/6fld spots scl mlabk mfi gs .2 .3 5 28-40 10YR5/8 7.5YR5/6fid spots sc mlabk mfi gs 0.0 0.0 6 40-56 10YR5/3 7.5YR6/6fid spots sc ni mfi gs 0.0 0.0 A I Boring Boring # ❑ Pit Ground surface elev. 98.98 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure ConsistenoE Boundary Roots GPD1W 'ER#1 'EfW in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. 1 0-10 10YR3/2 sil nri mvfr cs 2f .6 .8 2 10-18 30YR4/4 sid m2abk mvfr cs if .4 .6 3 18-21 10YR4/4 7.5YR6/6fid spots sicl m2abk nri gs .4 .6 4 21-25 10YR5/4 7.5YR6/6fid spots sc mlabk mfi cs 0.0 0.0 5 25-51 10YR5/8 7.5YR6/6fid spots sc mlabk mfi cs 00.0 0.0 *Effluent #1 = BOD 5> 30 < 220 mg[L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Si atu CST Number MichaelJ. Myers 267985 Address Northland Plumbing, Inc. Date Evaluation Conducted Telephone Number 2943 130th Ave Glenwood City, WI 54013 12/8/2020 715-265-4115 SBD-8330is11/11) CHECK BOX AS APPUCABIF. CHECK BOX AS APPUCABLr. W1 SOIL EVALUATION scale: ao 40' SYSTEM PAGE 2 OF 0 SITE MAP s0 PLOT PLAN NAME: rzzzPROJECT L (1Cflgrid) 1101 DESIGNFLOW: GPD Thomas Kanter Attach design flow calculations for commercial plans. PROJECTADDRESS: County Rd Od, Baldwin, WI 54002 Pipe Material f ASTM Standard (Tables 384.303 & 384.W05) 100.0 BM Symbol: + SM �evatbn: � N SanitarySewer. / Force Main / SM Description: top galv. pipe on fence line west of B2 Slope %: P ( ) 3% Well Symbol (ff sppil ble): 0 of Tested Area: Indhate north ty dne ing an erou IMPORTANT Show ground elevation contours at suitable intervals. on the appropme ae. I � I 1'i all �I1 19p;z as — 8'�.1 98.ot _ 6 f r �Tu3 r_ + v �1 9*A I -- foe. O' Maly. pfpc, a+. Ac ." %wc gnt,42: 98.8Ga-f.� ya(r. Pip," L.' - Ji-C iia =98.98' 13.T:98.32` of �`lY flw'l4 S5, T4-9 r/, �2 f4v� 3a(dwa.. -q"..asp St. Cro x Cti.OK4-1 3 ❑ Boring Boring # ❑Pit Ground Surface elev. 98.32 R Depth to limiting factor 21 in. Soil Application Rate Horizon Depth I in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/R' •Eff#1 •EH#2 1 0-10 lORY3/2 sil m2abk mvfr Cs lm .6 .8 2 10-18 10YR4/4 sid m2abk nri Cs 2f .4 .6 3 18-21 1OYR5/4 7.5YR6/6fid spots sd m2abk mfr cs 4 .6 4 21-33 10YR5/6 7.5YR6/6fid spots sc mlabk mfi Cs 0.0 0.0 5 33-58 10YR5/8 7.SYR6/6fld spots sc mlabk mfi cs 0.0 0.0 ❑ Boring Boring # ❑ Pit 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 I Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/f? 'ER#t 'Efl#z Boring Boring # L Pit Ground surface elev R. Depth to limiting tailor 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/R' 'Eff#t *aM Effluent #1 = BOD5> 30 <220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 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. Northland Plumbing, Inc. SBI}8330Ten (A 11/11)