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Home My WebLink About39-2615IZ- (X?4o©g i.erF1 Wisconsin Depdtlmdnl 0)Spr•s4anJ1o11n11•e S Attach complete site plan ornppAek not less than 8% X 11 Soil Evaluation RepoSOIL TEST #31- a, in accordance with SF5 385, Wi5.Adm Code inches in size. Page: 1 of 6 oar ne,� _-- Plan must inclkii�tltd9grf�ical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, 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: Bavfield Parcel I.D. 36848 F36v?!cd Bvl&(e ,ii( �e�1_111 1�:;JJ il "09e:`/ iioc —s Property Owner: PSG Pike LLC Property Location S28,T47N,R08W Property Owners Mailing Address: 2730 Northridge Dr Site Address or CSM and Lot # 9265 Wheeler Road City Duluth IState I Zip Code I MN I 55811 Phone Number: 0 Town Iron River INearest Road: Wheeler Road F New J Residential Number of Bedrooms: I Code derived design flow rate: 150 Flood Plain if applicable r Replacement r Public or Commercial - Describe: Parent Material: Till Flood Plain if Applicable: 0 General Comments & Recommendations: System Elevation: 95.5 Load Rate: 0_7 Elevation Range: 94_06 To 96_43 Boring #1 r Bor.p' pit Ground surface Elev: Depth to Limiting Factor: 99.12 Ft. 100 in. Elev. 90.79 ft Soil Application Rate: Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 'Eff#1 Eff#2 1 0-10 7.5YR2.5/1 N/A SL 2MSBK MFR CS 2CO 0.6 1.0 2 10-24 7.5YR4/6 N/A LS 0SG ML CS 2M 0.7 1.0 3 24-100 7.5YR4/4 N/A CBMS 0SG ML N/A 1 F 0.7 1.0 4 5 H3 = > 35% 3-6 inch Rock 6 7 Boring # 2 r Bor.� Pit Ground surface Elev: Depth to Limiting Factor: 100.23 Ft. 110 in. Elev. 91.06 ft Soil Application Rate: Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPO/ft' *Eff#1 Eff#2 1 0-8 7.5YR2.5/1 N/A SL 2MSBK MFR CS 2CO 0.6 1.0 2 8-20 7.5YR4/6 N/A LS 0SG ML CS 2M 0.7 1.0 3 20-110 7.5YR4/4 N/A CBMS 0SG ML N/A 1F 0.7 1.0 4 5 H3 = > 35% 3-6 inch Rock 6 7 *Effluent #1 = BOD 5>30< 220 mg1l and < 150mg/I •Effluent #2 = BOD 5 < 30 mg/! and TSS < 30 mg/1 CST Name (Please Print) Mark S. Thompso Si CST Number: ©403 p� o - Sfl Address: 12006 N US Hwy 63 Hayward, WI 54843 D I ucted: Tuesday, February 17, 2026 Telephone Number 715/699-4081 SBD-8330 (R04/21) Property Owner: PSG Pike LLC Parcel I.D. 36846 Page: 2 of 6 Boring # 3 Ground surface Elev: Depth to Limiting Factor: r Bori✓ 98.6 Ft. 115 in. Elev. 89.02 ft Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 Eff#2 1 0-12 7.5YR2.5/1 N/A SL 2MSBK MFR CS 2CO 0.6 1.0 2 12-26 7.5YR4/6 N/A LS 0SG ML CS 2M 0.7 1.0 3 26-115 7.5YR4/4 N/A CBMS 0SG ML N/A 1F 0.7 1.0 4 5 H3 = > 35% 3-6 inch Rock 6 7 Boring #4 Ground surface Elev: Depth to Limiting Factor: r Bore �t t 0 Ft. 0ln. Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description Qu. Si. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft' *Eff#1 Eff#2 1 2 3 4 5 6 7 Boring # 5 r Barr At Ground surface Elev: Depth to Limiting Factor: 0 Ft. Din. Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description Qu. Si. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPO/ft' •Eff#1 Eff#2 1 2 3 4 5 6 7 Boring # 6 r Borr Pit Ground surface Elev: Depth to Limiting Factor: 0 Ft. 0 In. Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description Qu. Si. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft' •Eff#1 Eff#2 1 2 3 4 5 6 7 'Effluent #1 = BOD 5>30 < 220 mg/I and TSS>30 < 150mg/I *Effluent #2 = BOD 5< 30 mg/1 and TSS .5 3D gj, _ 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 608-27fl 7 2026 SSO.8330(R.07100) Bayfield Co. Planning and Zoning Agency Soil Profile Sheet 6 Page: 3o16 Owner: PSG Pike LLC SoilTester: MarkS.Thamosan System Elevation: 95.5 Load Rate: 0.7 System Elevation: 94.06 To 96.43 101 92 101 91 101 @3 100 100.23 100 _______________ 100 --_.__________ System $ 94 _______________ 94.06 94 ______.____.___ 94 ____--- 93 _______________ 93 ...____________ 93 m3' 92 ____.__.___.__ 92 ____....____ ±_ 92 ___.___-- 9292 91 _______________ 91.06 91 _____________._ 91 _.....—._._.. LE ____________.- 90.79 — 90 .—_.__._....__ 90 ............... L.F. 90 89 __..__._____ 89 ......__..__. 89 ------- 89.02 __ _______._ LE 88 ___________.__ 88 ............... 88 87 ___._____..___ 87 _______________ 87 86 _______________ 86 .____.______.__ 86 __..........___ 85 ..__.______ 85 - 85 84 _______________ 84 ..._.___._____. 84 - 83 ..._____..__ 83 _______________ 83 ......_._.... 82 ___-__.._ 82 ___.___...__ 82 81 _______________ 81 ___________.___ 81 80 _______________ 80 __._.__________ 80 79 ----------- 79 —___.___ 79 RECEIVED MAY 0 7 2026 Bayfield Co. Planning and Zoning Agency OWnednfarmatiom Name: PSG Pike LLC Location: S28 T47N R08W Township: Iron River County: Bayileld Address: 9265 Wheeler Road v iv R 3� N d O 9'n £9 r- a O RI 1"=40' Onlyin Tested Area LA BM=100: Top of concrete tpd on thgSEcornerofga[age 11V FN:9265 I T iii BM .L B• •% • B2• CST: Mark S. Thompson B1= 9.9..12 B2= 104,23 B3= 98.4 Lake= 0 F '(FIELD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: Submission Number: PSG PIKE LLC, SR -00408 2730 NORTHRIDGE DR DULUTH , MN 55811 Transaction Number: SR -00408-4547A Description Amount Certified Soil Tests - Review & Filing Fee $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 15031 Paid by: Andry Rasmussen & Sons, PO Box 66, Cable WI 54821 Payment Type: Check Transaction Date: 5/18/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.