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Home My WebLink About016-1065-30-000 (3)t OIL EVALUAT�qN REPORT AUG 06 2020 P Depart rr ent of Safety and Professional Serkes Division of Safet)!An L .104�1 . CLMAN§un�-b accprd ince with Comm 85, Adm. Code Community Development L 0 County Attach completes pli:111 on paper not less Uldil OZ2 A 11 inches in size. Plan must include, but not limited to: vertical qnri hnri7nnfn1 rPfArAnt-,= point I ir inn andI I percent slope, scale or dimensions, north arrow, and location an tan o n test d. Parce I.D. Ito — lt)65 '0 --Please print all information. Rev", A Qu ^ %" cl�z ho Z Personal information you provide may be used for secondary purposes (Pnvacy, 4"411Lm)). Property Owner Property Location Shawn Weyer Govt. Lot /0"Faf 41 8, I R 5 Uj Property Owner's Mailing Address # Block # Subd. Name or CSM# 673 270th St ItA, I City State Zip Code Phone Number city Village Town Nearest Road Woodville WI 1 54028 1 715-977-0184 Glenwood ;?w � I cy-y _n_-�z I I �'s � a�a� —1 � 7 #1 3C Page 1 of Northland Plumbing, Ing St. Croix New Construction Use: Residential / Number of bedrooms Code derived design flow rate GPD Replacement Public or commercial - Describe: !��Parent material 0-t Flood plain elevation, if applicable General comments 4 - -�k/ �o L and recommendations. I.SH-1 L oo-A I Nv vc) d Y% 5o;)-s ci&A �'ZOZ3 ' U&L Boring # Boring L^'P&S '44 :F L OA t44 D Pit Ground surface elev. 101.85 ft. Depth to limiting facto in. ISoil Application Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. -Color Texture Structure Gr. Sz. Sh. Consistence! Boundary Roots GPDIft2 *Eff#1 V *Eff#2 0-13 10YR3/2 S11 mlsbk mvfr CS 2m .4 .7 2 13-24 10YR4/4 S1 m2sbk mvfr CS if .6 1.0 3 24-30 10YR4/4 7.5YR5/8fld spots scl m2sbk mvfr gs if .4 .6 4 30-60 10YR5/8 S Osg Ml CS .7 1.6 5 60-66 10YR8/2 fs Om mefi CS .5 1.0 Boring # Boring Pit Ground surface elev. --9,8.49 ft. Depth to limiting factor -4- in. Soil Application Rate 1 Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh . Consisten dary 1� Roots GPD/ft2 I *Eff#1 *Eff#2 1 2 0-10 10YR3/2 S1 S11 mlsbk m2sbk mvfr mvfr CS CS 2f if .6 .6 1.0 1.0 10-14 10YR4/2 3 14-16 10YR5/4 C m2sbk MAI CS if .2 .3 4 16-34 10YR5/6 7.5YR5/8f Id spots cZ m2sbk Osg mefi Ml CS CS .2 .3 5 34-60 10YR5/8 S .7 1.6 * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg1L * Effluent #2 = BOD5 <30 mg/L and TSS < 30 mg/L CST Name (Please Print) ignature* CST Number 1� Michael J. Myers 267985 V Address Northland Plumbing, Inc. Date Evaluation Conducted Telephone Number 2943 130th Ave Glenwood City, WI 54013 7/18/2020 715-265-4115 51 5BD-8330 (R. 11/11) f. Property Owner Shawn Weyer— Parcel ID # Boring E33 Boring # Pit Ground surface elev. 100.82_ft Horizon Depth Dominant Color Redox Description Texture in. Munsell Qu. Sz. Cont. Color 0-5 10YR3/2 S1 2 5-15 10YR4/2 T_ sl 3 15-21 10YR4/4 Sd 4 21-27 10YR4/4 7.5YR5/8f ld spots scl 5 27-66 10YR5/8 s Boring Boring # Pit Ground surface elev. 102.59 ft Horizon 1 Depth in. 0-10 Dominant Color Munsell 10YR3/2 Redox Description Qu. Sz. Cont. Color Texture sl 2 10-22 10YR4/4 sl 3 4 22-36 36-43 10YR4/4 sd 10YR5/8 7.5YR5/8f ld spots S S 5 43-56 10YR5/8 6 56-68 10YR4/4 7.5YR5/8f ld spots sc Boring # Boring Pit Ground surface elev. . Page —2 --of Depth to limiting factor 21 in. Structure Consistence;! Boundary Roots Gr. Sz. Sh. m2sbk mvfr CS 2f Soil Application Rate GPD/ft2 *Eff#1 .6 *Eff#2 1.0 m2sbk mvfr Cs if .6 1.0 m2sbk m2sbk Mfi mfr CS CS if .4 .4 .6 .6 Osg M1 Cs 1 .7 1.6 Depth to limiting factor in. Soil Application Rate Structure Consistence Boundary Roots GPD/ft2 Gr. Sz. Sh. *Eff#1 -Eff#2 m2sbk mvfr CS 2f .6 1.6 m2sbk mvfr Cs 2f .6 1.0 m2sbk Mfi gs if .4 .6 Osg Mi CS .7 1.6 Osg MI gs .7 1.6 mlsbk Mfi Cs 0.0 0.0 ft. Depth to limiting factor * Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 <_1 50 mg/L * Effluent #2 = BOD 5 < 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 608-266-3 151 or T`TY through Relay. SBD-8330Test (R. 11/11) Northland Plumbing, Inc. r CHECK BOX AS APPLICABLE. CHECK BOX AS APPLICABLE. ✓ SOIL EVALUATION Scale: 1" = 40' SYSTEM PAGE 2 OF SITE MAP ° 40 � � PLOT PLAN PROJECT NAME: (10 fl gm) DESIGN FLOW: GPD 11(0)2 Shawn & Brian Weyer Attach design flow calculations for commercial plans. PROJECT ADDRESS: County Rd D,Glenwood City, Wl Material I ASTM Standard (Tables 384.30-3 & 3M.330-5) 14Q BM Symbol: FT : � BM Elevation: NPipe sanitary sewer. 1 Force Main: 1 BM Description: nail in oak tree 1 ft above grade Slope Gradient (°%) 14 Well Symbol (If applicable): Q Tested Ares: Indicate north by drawing an arrow IMPORTANT; Show ground elevation contours at suitable intervals. of on the approprite Ilm O ._.ft 8 ____ r o Z • o (= ( a o o' [ r t. 12, 04k�re 4c ve a�,o ci ra de. !al-85"