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Home My WebLink About14-25i6»^ _ici-2.S SR-- oozn ^?—-y^. Wisconsin Department of Safety & Professional Services '^/v'i _ •'• '^ Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code ^\rti/V%S^ Attach complete site plan on paper not less than 81/2x11 inches In size. Plan must include, but not limited to venical 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 secondap' purposes (Privacy Law, s. l5.04(l)(m)). "V ^ t. K I ':» ^.\\ I lr: l'-i' ;l: '! •" '-• lil' MAR 1 7 ? pa9e- i,avilidilCo,ZonhK!L'^.: -L-or_l County Bayfietd Parcel 1.0•°- 5W ^ Revie1 ^A.- 1^'w~"7aD"Property Location GovtLot^V '/, ^IA/'/S 17 T 44 N R 09 E Property Owner Tim Zwickey Property Owner's Mailing Address 1807 Savannah Circle Site Address or CSM and Lot #:re$s or CSM and Lot #: . ., /...,-,»,/...'^rjzoolT' Lot#i ,c^ WQ City, State, ZipMarshfield.WI 54449 Phone Number ( 651 ) 269-7547 D City D Village 0 Town Barnes Nearest Road River Rd New Construction Use: 0 Residential / Numbercrf bedrooms _2_ D Replacement D Public or commercial - Describe. Parent material Outwash sands (Rubicon-Sayner complex) General comments and recommendations: Ground surface elevations are for original grade. Sand has been brought in to level site Code derived desianfiowrate 300 GPD Flood Plan elevation if applicabte_ N/A ft. Boring #D BoringE2PH Ground surface etev.^4'^ ft.Depth to limiting (actor.96 Jn./elev.96'2 ft. Horizon 1 2 3 4 5 Depth In. 0-7 7-21 21.51 51-60 60-96 Dominant Color htunsell 10YR 2/1 7.5YR 3/4 7.5YR4/4 10YR5/4 10YR 5/4 Redox Description Qu. Az, Conl. Color Texture Is s s s cos Structure Gr, Sz. Sh. Osg Osg Osg Osg Osg Consistence ml ml ml ml ml Boundary cw gw gw cw Roofs 1m/1f/1vl WWZvl 1m Soil Application Rate GPD/Ft' •EffiM 0.7 0.7 0.7 0.7 0.7 'Effl»2 1.6 1.6 1.6 1.6 1.6 Boring #QBoring EP"Ground surface elev. ""'"•'ft.Depth to limiting factor 96 in. / etev. ft. Horizon 1 2 3 4 5 Depth In. 0-5 5-32 32-40 40-57 57-96 Dominant Color Munselt 10YR2/1 7.5YR 4/4 7.5YR 4/4 10YR 5/4 10YR 5/4 Redox Description Qu. Az. Cont. Color Texture Is s cos s cos Structure Gr. Sz. Sh. Osg Osg Osg -°sa- Osg Conslstence ml ml ml ml ml Boundary aw aw aw cw Roots 2vf im/ir/ivi 1vf Soil Application Rate GPD/Ft' •Ef»1 0.7 0.7 0.7 0.7 0.7 •Eff»2 1.6 1.6 1,6 1.6 1.6 CST Name (Please Print) Keith Wiley Signature!^h'C'ST Number ^'654921 Address 11623 E Larson Dr. LaKe Nebagamon. Wt 54849 Dale-Evaluation Conducted11/2/2024 Telephone Number 218-451-2611 • Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L - Effluent *2 = BOD, s 30 mg/L and TSS & 30 mg/L^^Ht^\2k ^SO.OO t^U SBD.8330(R03/22) SR-072.1?K Wisconsin Department of Safety & Professional Services Division of Industry Services SOIL EVALUATION REPORTw N1Ai'•^Q^ Page ' of '^SH-I-S^ ln 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. Reviewed by Date Property Owner Tim Zwickey Property Location Govt. Lot V,y< S 17 T 44 N R 09 Property Owner's Mailing Address 1807 Savannah Circle Site Address or CSM and Lot #:Lot #1 City, State, ZipMarshfietd.WI 54449 Phone Number ( 651 ) 269-7547 D City D Village Town Barnes Nearest Road River Rd New Construction D Replacement Use: M Residential/Numberofbedrooms 2 Public or commercial - Describe: Parent material Outwash sands (Rubicon-Sayner complex) General comments and recommendations: Ground surface elevations are for original grade. Code derived designflow rate. Flood Plan elevation if applicable. Sand has been brought in to level _GPD N/A ft. site Boring #D Boring E2 Pit Ground surface elev.104.2 ft.Depth to limiting factor ^® in. / elev. 96-2 ft. Horizon 1 2 3 4 5 Depth In. 0-7 7-21 21-51 51-60 60-96 Dominant Color Munsell 10YR2/1 7.5YR 3/4 7.5YR 4/4 10YR5/4 10YR5/4 Redox Description Qu. Az. Cont. Color Texture Is s s s cos Structure Gr.Sz. Sh. Osg Osg Osg Osg Osg Consistence ml ml ml ml ml Boundary cw gw gw cw Roots 1m/1f/1v1 1m/1f/2v1 1m 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 #QBoring 0Pit Ground surface elev.106.1 ft.Depth to limiting factor.96 in./elev. •-'"•' ft. Horizon 1 2 3 4 5 Depth In. 0-5 5-32 32-40 40-57 57-96 Dominant Color Munsell 10YR2/1 7.5YR 4/4 7.5YR 4/4 10YR5/4 10YR5/4 Redox Description Qu. Az. Cont. Color Texture Is s cos s cos Structure Gr.Sz. Sh. Osg Osg Osg Osg Osg Consistence ml ml ml ml ml Boundary aw aw aw cw Roots 2vf 1m/1f/1v1 1vf Soil Application Rate GPD/Ft2 *Eff#1 0.7 0.7 0.7 0.7 0.7 *Effi#2 1.6 1.6 1.6 1.6 1.6 CST Name (Please Print) Keith Wiley Address 11623 E Larson Dr. Lake Nebagamon, Wl 54849 Signature ^^ . ^ '-> ^.---\^^^ - ^ Date evaluation Conducted11/2/2024 -CST Number 654921 Telephone Number 218-451-2611 Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 <• 150 mg/L * Effluent #2 = BOD, £ 30 mg/L and TSS s 30 mg/L SBD-8330 (R03/22) Buring # [~] Boring El Pit Ground surface elev.108 Page _£__ of. / iJepth to limiting factor 120 jp. / elev.98.0 ft. Horizon 1 2 3 4 5 Depth In. 0-4 4-18 18-32 32-56 56-120 Dominant Color Munsell 10YR2/1 7.5YR 3/4 7.5YR 4/4 10YR5/4 10YR5/4 Redox Description Qu. Az. Cant. Color Texture Is s s s cos Structure Gr.Sz. Sh. Osg Osg Osg Osg Osg Consistence ml ml ml ml ml Boundary cw cw cw cw Roots 1vf 2co/2m/2f 2f 1f Soil Application Rate GPD/Ft2 *EfW1 0.7 0.7 0.7 0.7 0.7 *Eff#2 1.6 1.6 1.6 1.6 1.6 Boring #D Boring a 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 *Efft»1 *Eff#2 Boring #D Boring D Pit Ground surface elev.-ft.Depth to limiting factor_in. / elev._ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cant. Color Texture Structure Gr.Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 *Eff#1 *Eff#2 * Effluent #1 = BOD > 30 S 220 mg/L and TSS > 30 £ 150 mg/L Effluent #2 = BOD, s 30 mg/L and TSS £ 30 mg/L North^ ^y \\i 108' Zwickey (2 bedroom) Soil Report Plot Plan y ^ Scale 1:20 <- X Bench Mark = Duplex nail w/ orange ribbon in 9" DBH oak Elev = 100.0' NOTES: No well Property lines not shown > 25' from tested area Middle Eau Claire Lake Elev " 75' System area leveled with sand CST# 654921 Page 3 of 3 Zwickey BAYFIELD COUNTY CHECKLIST FOR CERTIFIED SOIL TESTS M': •; ')W'n;L , ; /' i/ Submit the Following (Use Permanent Ink): ^ Check List D Index Page / Title Sheet (Optional) E/T Original Soil Evaluation Report (Submitted in Deed Holders Name - not prospective buyers) S[ Original Plot Plan D Cross Section Soil Profile Sheet (optional) D Additional Information (Warranty/Quit Claim Deed) (Optional) Soil Evaluation Report: (Include the following Information) Sf Parcel Identification Number (must be 23 digit Tax ID#) DO NOT USE 12 digit, they are no longer being used 53^ Property Owner's Information (not prospective buyer's name) l\y Property Location (Accurate Legal Description with Sec/Twp/Range) 0'Road Name (where driveway is/will be coming off of) Q'Floodplain Elevation, Flow Rate, Comments and Recommendations Q/Complete Soil Boring / Pit Information E7 Date Soil Evaluation was conducted yCST Name, Signature, Number, Address and Phone Number Q' *Date Stamp* Plot Plan: (Include the following information drawn to dimension or to scale) \Sf Bench Mark (Description, Elevation and Location) 5?'Contour Lines (Example = 98.0'/96.0'/94.0') S/Property Location (Sec/Twp/Range/, Accurate Legal Description) Q! Borings (Locations and Elevations) [^Percent and Direction of Land Slope S7 Well Location (Including Neighboring Wells, if applicable) E7 Location of Wetland Areas, Floodplain and Navigable Waters 5^ Buildings, Driveways, and Structures (Location and Descriptions) S/ Location of Property Lines 0/Existing System Location E7 Address Number and Road Name E7 Current Surface Elevation of Wetlands and Navigable Waters 53/ CST, Owner and Property Information S/ North Arrow Fee: E3'Certified Soil Tests-Review & Filing Fee $ 50.00 U/forms/sanitary/checklist/checklistforcsts