Loading...
HomeMy WebLinkAbout31-25^- OOZ^f Wisconsin Department of Safety & Professional Services Division of Industry Services SOIL EVALUATION REPOF 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)). I @ U I J)l MAY 092025 SC.)1 TEST31-^£ Page_1 _of_ l^fftfi^o. zoning DcpL Bayfield Parcell.D. U^f04-004-2-44-09-20-2 05-004-14000. te£^€/^%v^ Property Owner Benjamin Morse etal Property Location Govt. Lot 'A ~u" a Y< S 20 T 44 N R 09 Property Owner's Mailing Address 4177Gothenberg Rd Site Address or CSM and Lot #:2150 South Shore Rd City, State, Zip Duluth, MN 55803 Phone Number (218) 393-4395 D City D Village Town Barnes Nearest Road South Shore Rd Use: 1^1 Residential/Numberofbedrooms Public or commercial - Describe: D New Construction E Replacement parent material Sandy and loamy till (Keweenaw-Sayner-Vilas complex) General comments and recommendations: Boring #D Boring E pit Ground surface elev. o/.o ^ Code derived designflow rate. Flood Plan elevation if applicable (EL n 28) ft. 450 GpD zone Depth to limiting factor 96 in. / elev. 89'6 ft. Horizon 1 2 3 4 5 Depth In. 0-14 14-32 32-42 42-54 54-96 Dominant Color Munsell 10YR3/2 7.5YR 4/4 7.5YR 4/6 7.5YR 5/6 10YR6/4 Bands Redox Description Qu. Az. Cent. Color of lamellae in horiz Texture Is s (GR 5%) s s s 3n 5 Structure Gr.Sz. Sh. Osg Osg Osg Osg Osg Consistence ml ml ml ml ml Boundary aw _gs_ cs cs Roots 2m/2f/2vl 2m/2f/1vf 1f 1vf Soil Application Rate GPD/Ft2 *Eff#1 0.7 0.7 0.7 0.7 0.7 *Eff#2 1.6 1.6 1.6 1.6 1.6 Boring #Q Boring 0Pit Ground surface elev. 94.3 ft.Depth to limiting factor 96 in. / elev. ft. Horizon 1 2 3 4 Depth In. 0-6 6-22 22-48 48-96 Dominant Color Munsell 7.5YR 2.5/1 7.5YR 4/4 7.5YR 4/6 10YR6/4 Bands Redox Description Qu. Az. Cont. Color of lamellae in hori2 Texture Is s s s 3n4 Structure Gr.Sz. Sh. Osg Osg Osg Osg Consistence ml ml ml ml Boundary cw _gs_ cs Roots 2vf 1co/2m/1 1f Soil Application Rate GPD/Ff *EfW1 0.7 0.7 0.7 0.7 *Eff#2 1.6 1.6 1.6 1.6 CST Name (Please Print) Keith Wiley Address 11623 E Larson Dr. Lake Nebagamon, Wl 54849 S,,n.,u^^_^^ Dat^Eroluation Conducted4/27/2025 3T Number 654921 Telephone Number 218-451-2611 * Effluent #1 = BOO > 30 S 220 mg/L and TSS > 30 S 150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS £ 30 mg/L ^c4 ^0 ^ck ^ /0^) 5M25 W^SBD-8330 (R03/22) Boring # D Boring El Pit Ground surface elev.a j ^ LIJ.ft7 Depth to liifjilihg ;.i y ?025 Page _f_ of. 96 in./elev.87'5 ft. Horizon 1 2 3 4 Depth In. 0-13 13-16 16-55 55-96 Dominant Color Munsell 7.5YR 2.5/1 7.5YR 4/4 7.5YR 4/6 10YR6/4 Bands Redox Description Qu. Az. Cent. Color of lamellae in hori2 Texture Is s s s 3n4 ©10Stru6ture Gr.Sz. Sh. Osg Osg Osg Osg *?<"mltniri [~\f^;. ^onins Consistence ml ml ml ml Boundary cs cs cw Roots lco/1m/21 1m/1f 2f 1f Soil Application Rate GPD/Ft2 *Eff#1 0.7 0.7 0.7 0.7 *Ef?2 1.6 1.6 1.6 1.6 Boring #D Boring D Pit Ground surface elev.._ft.Depth to limiting factor Jn. / 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 *Eff#2 Boring #D Boring D Pit Ground surface elev..Depth to limiting factor.in. / elev. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cent. Color Texture Structure Gr.Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 *Eff#1 *EfW2 * Effluent #1 = BOD > 30 £ 220 mg/L and TSS > 30 S 150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L Morse (3 bedroom) Soil Report Plot Plan To be connected to seperate septic system Septic tank & drainfield to be abandoned per SPS 383.33 Benjamin Morse etal 2150 South Shore Rd LOT 1 OF CSM #000770 V.5 P.192 S20 T44N R09W TownofBarnes 04-004-2-44-09-20-2 05-004-14000 9.120 acres Scale 1:50 <-NOTES: X Bench Mark = Duplex nail w/ orange disc in 14" DBH pine Elev = 100.0' Property lines not shown > 50' from tested area Middle Eau Claire elev" 86' CST 119900002-SP Page 3 of 3 Benjamin Morse etal BAYFIELD COUNTY CHECKLIST FOR CERTIFIED SOIL TESTS Submit the Following (Use Permanent Ink): Bf Check List D Index Page / Title Sheet (Optional) Q' Original Soil Evaluation Report (Submitted in Deed Holders Name - jiot prospective buyers) 52' Original Plot Plan D Cross Section Soil Profile Sheet (optional) D Aaditional Information (Warranty/Quit Claim Deed) (Optional) Soil Evaluation Report: (Include the following Information) ^ I E I ii MAY ;! ^ '^h Cayfield Co. Zoning Dept. [^Parcel Identification Number (must be 23 digit Tax ID#t DO NOT USE 12 digit, they are no longer being used [^Property Owner's Information (not prospective buyer's name) !\y Property Location (Accurate Legal Description with Sec/Twp/Range) l\y Road Name (where driveway is/will be coming off of) 0'Floodplain Elevation, Flow Rate, Comments and Recommendations E3/Complete Soil Boring / Pit Information E7 Date Soil Evaluation was conducted [ycST Name, Signature, Number, Address and Phone Number V *Date Stamp* Plot Plan: (Include the following information drawn to dimension or to scale) 5, Bench Mark (Description, Elevation and Location) 3^ Contour Lines (Example = 98.0796.0',94.0') [\/Property Location (Sec/Twp/Range/, Accurate Legal Description) E^ Borings (Locations and Eievations) [^Percent and Direction of Land Slope 0' Well Location (Including Neighboring Wells, if applicable) S/ Location of Wetland Areas, Floodplain and Navigable Waters Q/Buildings, Driveways, and Structures (Location and Descriptions) sy Location of Property Lines ^Existing System Location ^Address Number and Road Name E7 Current Surface Elevation of Wetlands and Navigable Waters Q/CST, Owner and Property Information \^/ North Arrow Fee: 0'Certified Soil Tests-Review & Filing Fee $ 50.00 U/forms/sanitary/checklist/checklistforcsts