Loading...
HomeMy WebLinkAbout28-25Wisconsin Department of Safety and Professional Sen/ices Division of Industry Services Reset SOIL EVALUATION REPORT in accordance with SPS 383, Wis. Adm. Code SR-00230 Page.of 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 Date \ ^/^u^ Property Owner Kelly Taipale, Kimberly Saari, Katherine Botten Property Location Govt Lot 7 1/4 1/4 S 28 T 47 N R 08 1"^^ Property Owner's Mailing Address 11271 ELindarenRd Lot #Block #Subd. Name or CSM# 1.8 acres Doc 201 9R-576175 5771 City Maple State Zip Code J_I 54854 |(715 ) Phone Number 817-4606 [JCity [JVillage BHTown Irnn Rivfir Nearest Road Shady Lane g) New Construction Use:Q Residential / Number of bedrooms. Replacement Q Public or commercial - Describe: Parent material r;laci:i) nrift General comments and recommendations: s Code derived design flow rate 450 .GPD Flood Plain elevation if applicable Lake level - Approx 75.6' ft- The site is suitable for a conventional system. Horizon #2 in all borings is a Gravelly Course Sand. The benchmark = 100'.- Boring #Boring pit Ground surface etev.92.0- ft.Depth to limiting factor >^in.Soil Application Rate Horizon Depth in. Dominant Color) Munsell Redox Description Qu-Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots _GPD/fF_ *Efl»1 *Ef?2 0-5 7.5yr3/2 LS Osa ml cs 2f .7 1,6 5-90 7.5vr4/6 cos Osg ml cs .7 1.6 2 Horizon Boring # in 1 2 Depth in. 0-5 5-90 Boring B Pit Groi Dominant Coloi Munsell 7.5yr3/2 7.5vr 4/4 89.5- id surface elev. Redox Description Qu. Sz. Cont. Color :. Depth to limiting Texture LS cos Structure Gr. Sz. Sh. Osa OSQ 90" actor in. Consistencel ml ml Boundary cs Roots 2f 0 Soil Application Rate GPD/ff *Efl#1 .7 .7 *Eff#2 1.6 1.R * Effluent #1 = BOD^ > 30.2 220 mg/L and TSS >30 ^ 150 mg/L * Effluent #2 = BOD, ^ 30 mg/L and TSS ^ 30 mg/L CST Name (Please Print) Ste.ven C. .Tnhnsnn >igni ^1 CST Number # 227037 Address 3620 South County Road D Poplar, Wl 54864 "Date Evaluation Conducted 4-11-25 Telephone Number 218-590-6678 P^C/G) <^0 CCk^^L-^10^^ ^|2^>|2^ /M<_SBD-8330(R07/13) Property Owner Kim Saari ParcellD*04-024-2-47-08-28-2 Page .of. 3 Horizon B m 1 2 'ring* Depth in. 0-5 5-90 Boring B pit GroL Dominant Color Munsell 7.5yr 3/2 7.5vr4/4 91.6'id surface elev. Redox Description Qu. Sz. Cont. Color (M->& :. Depth to limiting Texture LS cos Structure Gr.Sz. Sb. Osg Osq >/ -I T-0^^> >90" ,. factor ____^^_ in. Consistence | ml ml Boundary cs Roots 2f n Soil Application Rate GPD/ff *Efl»1 .7 ,7 *Eff#2 1.6 1 fi 4 Horizon B n 1 0^ 5 Horizon B n 1 2 ring # Depth in. 0-4 4-90 Boring D Pit Groi Dominant Color Munsell 7.5yr3/2 7.5vr4/4 Boring Depth in. 0-4 4-90 Dominant Coloi Munsell 7.5yr3/2 7.5vr 4/4 94.4' nd surface elev. Redox Description Qu.Sz. Cont. Color 91.1' nd surface elev. Redox Description Qu. Sz. Cent. Color t. Texture LS s )epth to limitini Structure Gr.Sz. Sh. Osg Osg t. Depth to limtinc Texture LS s Structure Or. Sz. Sh. Osg Osg >90"factor _ in. Consistence | ml ml Boundary cs m 90"factor_ in. Consistence | ml mL Boundary cs Roots 2f Roots 2f 0 Soil Application Rate GPD/ff *Ef?1 .7 .7 *Eff#2 1.6 i.n Soil Application Rate _GPD_/ff *Eff#1 .7 .7 *Efl#2 1.6 1.6 * Effluent #1 = BOD, > 30 5 220 mg/L and TSS >30 $ 150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L SBD-8330 (R07/13) I I K BAYFIELD COUNTYCHECKLIST FOR CERTIFIED SOIL TESTS Submit the Following (Use Permanent Ink): --^-Check List D Index Page / Tide Sheet (Optional) ^Original Soil Evaluation Report (Submitted in Deed Holders Name - nfit prospective buyers) '& Original Plot Plan D Cross Sectton Soil Profile Sheet (optional) D Additional Information (Warranty/Quit Qaim Deed) (Optional) Soil Evaluation Report: (Include the following Information) JH Parcel Identification Number (must be 23 digit Tax ID#1 DO NOT USE 12 cGgit, they are no longer being used & Property Owner's Information (not prospective buyer's name) fi Property Location (Accurate Legal Description with Sec/Twp/Range) S Road Name (where driveway is/will be coming off of) & Floodplain Elevation/ Flow Rate, Comments and Recommendations ® Complete Soil Boring / Pit Information & Date Soil Evaluation was conducted B CST Name, Signature, Number, Address and Phone Number "B *Date Stamp* Plot Plan: (Include the following information drawn to dimension or to scale) AL Bench Mark (Description, Elevation and Location) <B'Contour Lines (Example = 98.0'/96.0',94.0') SCProperty Location (Sec/Twp/Range/, Accurate Legal Description) •^ Borings (Locations and Elevations) ^Percent and Direction of Land Slope 1S-Well Location (Including Neighboring Wells, if applicable) & Location of Wetland Areas, Floodplain and Navigable Waters », Driveways, and Sb-uctures (Location and Descriptions) 12ft-ocation of Property Lines EP Existing System Location S? Address Number and Road Name & Current Surface Elevation of Wetlands and Navigable Waters 1ZFCST, Owner and Property Informah'on C^North Arrow 0Fee: a Certified Soil Tests - Review & Filing Fee $ 50.00 U/forms/sanitary/checklist/checklistforcsts