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HomeMy WebLinkAbout018-2021-13-000 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT N -pegs of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 6 i / Wb percent slope, scale or dimensions, north arrow, and location and distance to nearest road. . Please print all information. Revie by Date PersonN infortnalion provide may be used for s. 1 .04 (1) (m)). /z D Property Owner jGoLW%)j[ arty Lo lion C/c' t~ / t n p & N7 1/4 (4.)1/4 $ T 2 j N R I E ( 11V C;Ouwr Procerty Owners f Address Lot 14 1 Block # Name or 7t R44AO j ❑ Village Town Nearest Road _Jaak (NY p Code ,U ~ +r.~ i ~vI 7 c J New Construction Useg Residential / Number of bedrooms - Code derived design flow rate -O GPD ❑ Replacement ❑ Pu c or commercial - - Parent material G'd >w Hood Plain elevation if applicable ft. General comments and recon riendatians: System Type System Elevation Boring Fil Boring # elev. Depth to limiting factor L"- in. Soil ication Rate Pit Ground surface Appl Horiaon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. 'Eff#/1 `Eff#2 , 1 b "1 1 2.- l z--' c/ o" ~ b ~ ' ' 3 ~ i o S~ S( -v)~ /V/ - , F R # ❑ Boring / Z Pit Ground surface elevz y1ft. Depth to limiting factor 1-0- in. Soil l~ation Rate Hortmn Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •01#2 -11.. 31 1 2 I L- y 0 fI e/ 2M s61c w S/- • Effluent #1 = BOD > 30 1220 mg& and TSS >30:S 150 ' Effluent #2 = BOD 130 mg& and TSS < 30 mg/L CST NMV (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 5401 o 715-246-4516 1 Property Owner Parcel ID # _ Page of 131 Boring # ❑ Boring Pit Ground surface elev. ` ft. Depth to limiting factor in. Sod Rate _Wcation Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in.. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 ©-l' 10,1 312 C F Boring # ❑ Boring ❑ 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/tf in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. TIM 'Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon lepth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPD/fl= in. Munsed Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 •Efr#2 Effluent #1 = BOD6 > 30 1220 mglL and TSS >30 1150 mgA- ' Effluent #2 = 8006 < 30 mg& and TSS < 30 mg(L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need, material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. ssn eaw cR 6w) . a • Soil Test Plot Plan Project Name Oevering Homes LLC Shaun d Address P.O. Box 179 New Richmond Wi 54017 #226900 Lot 13 Subdivision Hammond Hills Estates Date /2/07 SE 1/4 S W 1/4S 8 T29 N/R17 W Township Hammond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 107.9' *HRPSame as Benchmark 102nd Ave 444' Property Line Scale is 1" = 40' unless otherwise noted Please note: survey was not complete at the time of testing, installer must check all setbacks prior to installation. 90' B-1 40' 40' _ 45' 108.5B' B-3 7% Slope 106.5' 280' B.M. 175' Property Line