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HomeMy WebLinkAbout68-26SOIL TEST#�,2_7 _a� PB Nrtscons a fonalServices geof ,,Q ` \c DMsion vT IEek�� \M JUN 2 9n9fi SOIL EVALUATION REPORT MBoring # Soong XPIt Ground surface elev. 5,10• ft, T�is Horizon I Depth I Dominant Color IRedox Description esContOolor I Texture Grruc ur Munsell Qu.e- Depth to limiting factor 120 in. / efev._SBS R. Soil Application Rate Consistence Boundary Roots ® Boring# oBoring ----'— [ PIt Ground surface elev. 510fl. Ai'c Depth to limiting factor 143 in. / elev _87.59fL Soil Appioet(on Rat Horizon I Depth Dominant Color Redox Description I Texture I Structure Consistence Boundary Roots GPD/Ftt In. Munsell Qu. Az. Cont. Color Gr. Sr. Sh. _ �'Eft#1 •EIW2 7-5 $YR2.5/2 .PS 9(i 10. W}3 S 1.0 L0 10-08 .SYR3/4 __ IS SG \}L •S —__ •A S 1.0 d :;8-t43 I4/4 - — -- __ CST Name Name (please Print) SI n tire Kryetal Hagst om Address --- Date lua -on nducted 14840 FR 420A 4/ Effluent #1 - BOD > 3D s 22D mg/Land TSS > 30 s 15o mg/L CST Number Telephone Number __ 715885-4410 Effluent #2 t SOD, s 30 nglL and TSS s 30 trtg/L SBD-8330 (R04121) Page of ❑Boring �a Boring # [Pit Ground surface cloy. S4 ft f � Depth to limiting factor 135 in. / elev. — 05.75_R. tt�� Soil Application Rate Hon2on JThep h Dominant Color C Texture I 0 uzd� - Consistence Boundary Rooms GPD/Ft� Munson Q . Az.00r .0 Boring # ❑ Boring O Pit Ground surface elev. ft. Depth to limiting fador hr. f efev,ft. _I Soil A ticadon Rat Horizon Depth Domk:nt t Coor Redox Description Texture Shudure Corxdatence Boundary Roots GPOfftt In. Mansell Ou. Az. Colo. Color Or Sz. Sh. �— ---� -- - - ��_. - •E1w1 I •Efi#2 and ❑ Boring # [] Boring ❑ Pit Ground surface elev._ft. Depth to limiting factorin. /elev._R Soil Application Rate Horizon Depth Lr' fnent Color Red Descriptiont7i re Structure Consistence Boundary Roots GPDJFN B_# In. 4u. Az. Cord. ColoGr.Sz.Sh.I-- — ---- - j 'FJpF1 'EIB2 Effluent#1=BOO> 30 s 220 mg/L and TSS>30 s150 mgfL •Effluent#2- BOD,s 30mg/L and TSSs 30mg/L cHECN BO%r.9 APRCAalE. CNacX BOXAa APMXASE ❑ SOIL EVALUATION a Sca % N " ©SYSTEM PAGE 2 OF SITE MAP PLOT PLAN PROJECT NAME While R�rar Act Prbduc�f tt°" oealon1W. 2500 ow .,a AneWdesNnfrmdmda msforcmn rclalpbm PROdECTAooabsa: Sa 166 Ydat 40.1 R! aM a/med:. amewav t Io0 Pf BMoeamruon: Qrwra.lPitt' n4 P 1 P.1R R°dba t a+ I Yderstad Road Pipe Mal.W/ ASTM Standard (Tables )038 aa4305] sanmySwnc [ 6 /______ FaMat.: 5C0 (0 / /j/t lMPORTA: Stow ground elevation contras at s dMble Intervals. RECEIVED Showerhouse I JUN 222026 lD0 ~ Forcemain l -^! ° f0 In Ground Even A W 2 Cells 10x125 bR� 9 3,000 gallon septic tanks Fj3 K1 Tanklocations are 111 approximate and may rp change. ql � a Bayfleici Z�� Planning 9 Agency Sewer end water lines lobe approved by general plumbing All piping to comply with SPS 382-3B4 Cleanouls as required Yo iq 5toui✓I "k baY3o3 Mt' CHECK BOX AS APPIJCAeIS. CHECK BOX AS APPDCA&E. ❑ SOIL EVALUATION D Scale; V N O SYSTEM PAGE 2 OF SITE MAP PLOT PLAN PROJECT NAME: While River Ac Prodncft ('SftBna) PROJECTADDRESS: Ss i/4ta4r. J R d BM Symbol: �} BM Elevation: 10 0 FT BMDesedpdom art,nd £it., a -PlAK R.b.i erg Slope Gradient(%)0 }h C Indicate north by of Tested flea: -.h( a well symbol pr aPp9amer. 0 dreMN an snow on the approprke line. Tr All bailO,A 4-a biL rtn•svea/ Wilt aaJ acf4s.l, be abaad.aeA DESIGN FLOW. GPO Attach design flow calculations for commerclal plans Pipe Material / ASTM Standard (Tables 384.303 & 384.30.5) Sarbay Sewer. Force Main: IMPORTANT: Show ground elevation contours at suitable Intervals. lid 222026 Planning and ZOn ngAgenIn cy �3 Map Unit Description: Neconish loamy fine sand. 0 to 3 percent slopes—Bayfield County, Wisconsin Bayfield County, Wisconsin 639A—Neconish loamy tine sand, 0 to 3 percent slopes Map Unit Setting National map unit symbol: gk9n Elevation: 700 to 1,100 feet Mean annual precipitation: 29 to 33 inches Mean annual air temperature: 39 to 45 degrees F Frost -free period: 90 to 120 days Farm/and classification: Not prime farmland Map Unit Composition Neconish and similar soils: 80 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Neconish Setting Landform: Outwash plains, stream terraces, lake plains, outwash fans Landform position (two-dimensional): Footsiope Down -slope shape: Linear Across -slope shape: Concave Parent material." Sandy outwash Typical profile Oa - 0 to I inches: highly decomposed plant material RECEIVED E - Ito 4 inches: loamy fine sand Bs -4t0 30 inches: fine sand JUN 222 BC - 30 to 36 inches: fine sand C - 36 to 60 inches: fine sand Bayfield Co. Properties and qualities Planning and Zoning Agency Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat): High to very high (6.00 to 19.99 in/hr) Depth to water table: About 24 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: Low (about 4.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3s Hydrologic Soil Group: A Ecological site: R092XY013WI - Sandy Uplands Natural Resources Web Soil Survey ----- ---- 312312023 c- Conservation Service National Cooperative Soil Survey Page 1 of 2 Map Unit Description: Neconish loamy fine sand, 0 to 3 percent slopes—Bayfield County, Wisconsin Forage suitability group: Low AWC, adequately drained (G092XY002WI) Other vegetative classification: Low AWC, adequately drained (G092XY002WI) Hydric soil rating: No Minor Components Rousseau Percent of map unit: 10 percent Ecological site: F093BY007M I - Sandy Uplands Hydric soil rating: No Wainola Percent of map unit: 5 percent Ecological site: F093BY005MI - Moist Lowlands Hydric soil rating: No Annalake Percent of map unit: 3 percent Ecological site: F093BY009MI - Alfic Loamy Uplands Hyddc soil rating: No Cublake Percent of map unit: 2 percent Ecological site: R092XY013WI - Sandy Uplands Hydric soil rating: No Data Source Information Soil Survey Area: Bayfield County, Wisconsin Survey Area Data: Version 24, Sep 6, 2022 RErC 1VED JUN 227076 PlanninBayfield Co. g and ZoNn Agency 9enq u51, , Natural Resources Web Soil Survey 312312023 "— Conservation Service National Cooperative Soil Survey Page 2012 Bayfield County, WI ' yir ' 4�ZAa✓^p amo j � S 3123!2023, 3:14:50 PM Meander Lines Municipal Boundary Building Footprint 2009-2015 Approximate Parcel Boundary All Roads Existing O Section Lines Town Driveways Buildings RECEIVED JUN 227076 Bayfield Co. Planning and Zoning Agency 1:783 0 0.01 0.01 0.03 m1 0 0.01 0.03 ---_-__ -. - 0.08km e.,fi.a e.y5SdCminblam a.cad$ 0.y.maenl n�an.o..a�amvuyra.w�a.Mwnvael P VFIELD 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: WHITE RIVER AG PRODUCTS INC, SR -00447 28190 STATE HWY 137 ASHLAND, WI 54806 Transaction Number: SR -00447-48538 Description Amount Certified Soil Tests - Review & Filing Fee $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 10505 Paid by: Brown Plumbing & Heating, 315 Sanborn Ave, Ste A, Ashland WI 54806 Payment Type: Check Transaction Date: 6/23/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.