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HomeMy WebLinkAbout21-255^o^ Wisconsin Department of Safety & Professional Services ^ 4/30/ZBj Division of Industry Services ^ SOIL EVALUATIOTTREPORT 95»^ J--2JLU2^- Page.1 -of_ In accordance with SPS 385, Wis. Adm. Code Attach complete site plan on paper not less than 81/2x11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). County Bayfield Parcel I.D.16055 Date/^OW \~^/^ Property Owner Rodney Dymesich Property Location Govt. Lot SE 1/4 SW 1/< S 32 T 47 N R 5 E (or) W ><3'uiR ^%r?(§rs Site Address or CSM and Lot #: 8ity, State, Zip Phillips, Wl 545^Phone Number$"""")"D. City D Village E3 TownEileen Nearest RoadState Hwy 118 gl New Construction Use: El Residential/Numberof bedrooms commercialnrie Code derived designflow rate -rYW. GPD Flood Plan elevation if applicable.D Replacement ^», . Q Public gr commercial - Describe:GlacioTacusinne"ft. Parent materiaL General comments and recommendations: ^^ ^nning North and South JUSt east Of B3 and B4 [-^d at 4-5 x Boring #D Boring B Pit Ground surface elev..96.^5 Depth to limiting factor.12 Jn. / elev.. 95.2^. Horizon T ~2~ ~^ Depth In. -D-5- ^1T ^fZT Dominant Color Munsell 5YR3/3 5YR4/3 5YR4/3 Redox Description Qu. Az. Cont. Color NA NA Texture CL CL Structure Gr. Sz. Sh. 1VFABK 2VFSBK Consistence MFI MFI Boundary cs cs Roots 3F 1VF Soil Application Rate GPD/Ft2 *Eff#1 .2 .4 *Eff#2 .3 .6 x Boring #QBoring spit Ground surface elev. '"""ft.Depth to limiting factor 12 in. / elev . ^5.5ft. Horizon T "2 ~3~ Depth In. ^J-^ 5-12 ^+~ Dominant Color Munsell 5YR3/3 5YR4/3 5YR4/3 Redox Description Qu. Az. Cont. Color NA NA Texture CL CL Structure Gr. Sz. Sh. 1VFABK 2VFSBK Consistence MFI MFI Boundary cs cs Roots 3F 1VF Soil Application Rate GPD/Ft2 *Eff#1 .2 .4 *Eff#2 .3 .6 ;T ^lapie (EJease print)Calvin Kowley Ad6<^s10 Island Blvd, Iron River, W Signature / S • Date Evaluation Conduch 9-29-2024 CST Number SP-072400025 Telephone Number715-979-1042 * Effluent #1 = BOD > 30 < 220 mg/L and TSS > 30 < 150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L Po:^ <^o.<=>6 <5(\^^^ p^^L. ~ ~ SBD-8330(R03/22) x Boring # g [-] Boring El Pit Ground surface elev.98.5 ft.Depth to limiting factor Page. 12 jn. / elev._9Z-^t. of Horizon 1 2 3 Depth In. 0-5 5-12 12+ Dominant Color Munsell 5YR3/3 5YR4/3 5YR4/3 Redox Description Qu. Az. Cont. Color NA NA Texture CL CL Structure Gr.Sz. Sh. 1VFABK 2VFSBK Consistence MFI MFI Boundary cs cs Roots 3F 1VF Soil Application Rate GPD/Ft2 *Eff#1 .2 .4 *Effff2 .3 .6 x Boring #D Boring D Pit Ground surface elev.98 _ft.Depth to limiting factor "- in. / elev. "'' ft. Horizon 1 2 3 Depth In. 0-5 5-12 12+ Dominant Color Munsell 5YR3/3 5YR4/3 5YR4/3 Redox Description Qu. Az. Cont. Color NA NA Texture CL CL Structure Gr.Sz. Sh. 1ABK 2SBK Consistence MFI MFI Boundary cs cs Roots 3F 1VF Soil Application Rate GPD/Ff *Eff#1 .2 .4 *Ef?2 .3 .6 Boring #a Boring D Pit Ground surface elev,_ft.Depth to limiting factor.in. / elev._ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 *Eff#1 *Effi#2 * Effluent #1 = BOD > 30 < 220 mg/L and TSS > 30 S 150 mg/L * Effluent #2 = BOD, S 30 mg/L and TSS 5 30 mg/L Due to soil type and condition, recommend a mound with a 24" D elevation if rock and pipe \ CHECK BOX AS APPLICABLE.CHECK BOX AS APPLICABLE. Q SOIL EVALUATION SITE MAP PROJECT NAME: Rodney Dymesich Scale: 1"= 60' 60 90 120 ////////777)i////// (15 ft grid) 7ZZ 152 77, ^ C[ SYSTEM PAGE<2 OF 4 PLOT PLAN 450DESIGN FLOW:GPO Attach design flow calculations for commercial plans. PROJECT ADDRESS:26260 State Hwy 118, Ashland Wl BM Elevation:100BM Symbol: -^- North post at Electrical Meter, base of post FT Slope Gradient(%) of Tested Area:Well Symbol (If applicable): Q Indicate north by drawing an arrow on the approprite line. Pipe Matenal / ASTM Standard (Tables 384.30-3 & 384.30-5) Sanitary Sewer:_ /. Force Main: _ /. IMPORTANT: Show ground elevation contours at suitable intervals. B4 98' s \\0"M \ ^ *,i \ 9 —r 1£B3 98.5' 0° !cr 0<.4% slope ^o"'""1"^ 00 0 Slope0 ' 0 . ^f ^^0 ' :a- BM 100' B1 96.25' B2 9B.5' <^' <2% slope ( — • j - -. _ 1 Proposed 1 Home site I ; ( No property line or other setback issues. All State Hwy 118 >100' property lines >100'from area. ^ I Reset Paae I i33aaa?Bi5C!®DSo'iEaaBBaagei Bayfield County, Wl csnssSfsssessssIiEBIG©a!E85)SBzaSQGsSaasaBB®%BUt0g®3 amQCEBBcaosssBttssaEoaass) 8ES3Cto;7a93 .mQBISB3S&3E3SS3S'SSSBSSSBS -Iown:bf;il;i;lle'e'? ^KtsgMKBWfKCj ®SiGta3EQG3Bg!RBMi)IBSB(Eoase@&®©^sai;[o.w.ffli^f'Kellv (aEGSBtoQoflaaBcooeosaa%Bfl20aEEEEl 10/28/2024,12:05:17 PM Rivers Meander Lines!—!E—i Approximate Parcel Boundary Section Lines Municipal Boundary Gamer Tie Sheets All Roads »1 Section Comer Monument on File State Town Building Footprint 2009-2015 Demolished Existing New Driveways Buildings ^^3>.-0^0 co r-< c~;.^< »a!ca3®HaBaa3®E |;2®i')@3Sg?w eu®CB3BE!ffliBBE3eHE80n33%3U33aSEB7 0.03 1:2,319 0.06 0.11 mi 0.04 Bayfleld 0.09 0.18km Baylield County Land Records Department hUpa:/;mapa.bay«e]dcounty.wj.goirfBayfle(dWAB7