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Home My WebLink About016-1065-30-000 (4)WEID '75ECF1 OIL EVALUAT N REPORT AUG 05 2020 sp Depart rr ent of Safety and Professional Serviies -7 Division of Safet)t#n Ll ct%*N§until accprd ance with Comm 85, Adm. Community Development County Attach completes pidli 0111--paper riot less Man 3 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point 11311d), dir ction and #1 3C Page Northland Plumbing, in St. Croix percent slope, scale or dimensions, north arrow, and location an tan on test Parce I.D. Please print all information. I - P-- -�-- _ 1-41)L Revi- 4 Q%1 s.- Personal information you provide may be used for secondary purposes (Privacy Law, s 46.044Wft. - (y??- ho; Property Owner Property Location Shawn Weyer Govt. Lot /40FRf 4, ?-14N, RI!5uj Property Owner's Mailing Address 1T-Bloch # Subd- Name or CS M# - �I-Ism5673 270th St (f fto 7 7-97 City State Zip Code Phone Number city [7: Village Town Nearest Road Woodvifle WI 54028 715-977-0184 Glenwood L New Construction Use: Residential Number of bedrooms Code derived design flow rate GPD Replacement Public or commercial - Describe: Parent material 644 ft. Sa V, 1�0 n� J- Flood plain elevation, if applicable - ----- General comments - �� -s-o I L and recommendations. V'bt) 1 Boring # Boring et1t4.5T t A& 44k4e Pit Ground surface elev. 101.85 ft. Depth to limiting facto in. Soil Application" Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Conslsten�� Gr. Sz. Sh. Boundary Roots GPD/ft2 -Eff#1 *Effff#2 0-13 10YR3/2 p, sl m1sbk mvfr Cs 2m .4 .7 2 13-24 10YR4/4 sl 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 1 5 60-66 10YR8/2 fs Om mefi CS .5 1.0 2 Boring # Boring Pit Ground surface elev. 98-49 ft. Depth to limiting factor 16 in. Soil Application Rate Horizon Depth Dominant Color in. E Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence"Ikm<dary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-10 10YR3/2 sl rn lsbk mvfr Cs 2f .6 1.0 2 10-14 10YR4/2 sl m2sbk mvfr mvfi Cs Cs if .6 1.0 3 14-16 10YR5/4 C m2sbk if .2 .3 4 16-34 10YR5/6 7.5YR5/8f ld spots C 1 m2sbk Osg mefi Cs .2 .3 5 34-60 10YR5/8 s ml Cs .7 1.6 * Effluent #1 Z: BOD5> 30 < 220 mg/L and TSS >30 <- 150 mg/L * Effluent #2 = BOD5 c30 mg/L and TSS < 30 mg/L CST Name (Please Print) A gnature, CST Number Jt 1�0 Michael J. Myers 267985 .4 ft4 Address Northland Plumbing, Inc. Date Evaluation Conducted Telephone Number 2943 130th Ave Glenwood City, Wl 54013 7/18/2020 715-265-4115 SBD-8330 (W 11/11) ` Property Owner Shawn Weyer Parcel ID # Boring 3 Boring # Pit Ground surface elev. 100.82 ft. Depth to limiting factor 21 in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-5 10YR3/2 si m2sbk mvfr a 2f 2 5-15 10YR4/2 sl m2sbk mvfr CS 1f 3 15-21 10YR4/4 sd m2sbk mfi Cs 1f 4 21-27 10YR4/4 7.5YR5/8f ld spots scl m2sbk mfr a 5 27-66 10YR5/8 s Osg ml Cs L� Boring 4 Boring # ❑ Pit Ground surface elev. 102.59 ft. Horizon Depth Dominant Color Redox Description Texture in. Munsell Qu. Sz. Cont. Color 1 0-10 10YR3/2 sl 2 10-22 10YR4/4 sl 3 22-36 10YR4/4 sd 4 36-43 10YR5/8 s 5 43-56 10YR5/8 7.5YR5/8f 1d spots s 6 56-68 10YR4/4 7.5YR5/8fld spots sc Depth to limiting Structure factor Consistence 43 in. Roots Boundary Gr. Sz. Sh. m2sbk mvfr Cs 2f m2sbk mvfr a 2f m2sbk mfi gs if Osg ml a Osg ml gs m lsbk mfi Cs Page 2 of Soil Application Rate GPD/ft` *EfI#1 *Eff#2 .6 1.0 .6 1.0 .4 .6 .4 .6 .7 1.6 Soil Application Rate GPD/ft= *Ef #1 *Eff#2 .6 1.6 .6 1.0 .4 .6 .7 1.6 .7 1.6 0.0 l 0.0 Boring Boring # ❑ Pit Ground surface elev, ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color I Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. I r-;-07ffil I *EfF#2 * Effluent #f = BOD? 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. 5BD-8334Tcat (R 1 l/l 1 ) NorW6 nd Plumbing, Inc. r v CHECK BOX AS APPLICABLE. CHECK BOX AS APPLICABLE. f SOIL EVALUATION Scale: 1" ' 40' SYSTEM PAGE 2 OF ITMAP 0 E � � � PLOT PLAN PROJECT NAME: (10 ft grid) 102 DESIGN FLOW: GPD Shawn & Brian Weyer Attach design flow calculations for commercial plans. PROJECT ADDRESS: _... my Rd D,Glenwood Cq, Wl _ Pipe Material / ASTM Standard (Tables 384.W-3 & 384.30-5) BM Symbol: + BM Elevation: 100.0 FT Sanitary Sewer: � Main; 1 BM Description: nail in oak, tree 1 ft above gradeN Force Slope Gradlerrt (�%) 14 Well Symbol (if applicable): � Tested Area: Indicate north by drawing an anew IMPORTANT: Show ground elevation contours at suitable intervals. of on the approprM one. ._.. -1 ....... ._.. l o Z . yQ if It 0 Cr( = (6 O.b' • It ` rat. 2 o�C r ..�aCo re d-e-.