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HomeMy WebLinkAboutCST-2022-186 002-1025-80-025Wisconsin �y and Profession I Services Page 1 ox Division of I s rvices / �% OF 'Jaz ♦ SOIL EVAL AT N REPORT• Z66 1G county I a ordance with SPS 385, Wis. Adm Code County Attach complete s to Ian a r tnen� ST Croix p p o`t�pa � r[gQi� /2 x 11 inches in size. Plan must include, but not limited to: rtied al reference point (BM). direction and percent slope, Parcel I.D. scale or dimension , arrow, and location and distance to nearest road. 002-1025-80-025 Personal information Please print all information. you provide may be used for secondary purposes Privacy Law, s 15 04 1 'm Re e d b )Date I �v Property Owner Tom & Carla Hess Property Location: Govt Lot SW Y4 SE '/4 S 12 T 29 N R 16 W Property Address 2664 CTY RD E Lot # 01 Block # Subd. Name or CSM# CSM 16-4440 City Woodville State Zip Code Phone Number WI 54028 1 (715) 977-2177 ❑ City ❑ Village 0 Town Nearest Road Baldwin CTY RD E 0 New Construction Use: 7 Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD C2-0(�e x ❑ Replacement ❑ Public or commercial — Describe: Parent materia! Loamy drift over sandy/gravelly outwash (Chetek-Onamia) Floodp!ain, elevation if applicable NA ft General comments and recommendationsRecommend in -ground "conventional" trenches at 36"-40" depth with 0.5gpd/ft2 loading rate LF = 81" (Redoximorphic features) ❑ Boring Aall 1 Boring # ❑■ Pit Ground surface elev. 100.10 ft Depth to limiting fac r 97 in. Soil Anolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr Sz. Sh. Consistence Boundary Roots GPD/Ft` •Eff#1 "Eff#2 1 0-10 1 OYR 3/3 - 1 2mgr ds cs 2c-vf 0.6 0.8 2 10-30 1 OYR 5/6 Is-sl Osg-1 csbk ds-dsh gw 1 m-vf 0.4 0.7 3 30-97 1OYR 6/6 "banded sand' Is Osg dl gw 1m-vf 0.5 1.0 4 97-104 1OYR 4/6 f1f 7.5YR 5/8 Is Osg ml 0.7a 1.6a -Horizon 3 haP 1-2" thick citntinuous 7.5YR 4/4 s-sl lemellae bands; loading rate redL. oed to reflect slo ed water movem nt through ho zon. 2❑ Boring # ❑ Boring ❑■ Pit Ground surface elev. 102.20 ft. Depth to limiting factor 101 in. Snil Annliratinn Rafe Horizon Depth In Dominant Color Munsell Redox Description Qu. Az Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 Eff#1 "Eff#2 1 0-10 1 OYR 3/4 sl 2mgr dsh cs 3f-vf 0.6 1.0 2 10-24 1 OYR 5/6 Is-sl Osg-1 csbk ds gw 2f-vf 0.4 0.7 3 24-101 1OYR 6/6 'banded sand' Is-Icos Osg dl cw 1vf 0.5 1.0 4 101-111 7.5YR 5/4 f1f 10YR 4/6 & 10YR 6/2 Is-sl 0sg-0m ml-mfr - 0.2 0.6 'Horizon 3 had 1-2" thick ntinuous 7.5YR 44 Is-sl lemellae bands; to ding rate reduced to reflect 5lowed water movement throw horizon. CST Name (Please Print) Signature CST Number Ryan Bechel 1330832 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 07/20/22 (651) 327-0074 con noon lone nc� r ❑3 Boring # ❑ Boring ❑■ Pit Grourld'surfaceelev.9&00 ft. Depth to limiting fact Cr:8�1>. Snil Annliratinn Rat. Horizon Depth In. Dominant Color Munsell Redox Description Qu Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' 'Eff#1 *Eff#2 1 0-10 1 OYR 3/4 - sl 3mgr ds cs 3f-vf 0.6 1.0 2 10-33 1OYR 5/4 sl 2msbk ds cw if-vf 0.6 1.0 3 33-81 1 OYR 6/6 *banded sand' Is-Icos Osg dl gw - 0.5 1.0 4 81-89 1 OYR 4/6 f2f 7.5YR 5/8 8 10YR 6/2 Is Osg ml cw 0.7a 1.6a 5 89-106 1 OYR 5/4 f2d 7.5YR 4/6 & 10YR 5/1 Is-sl Osg-Om ml-mvfr 0.2 0.6 'Horizon 3 ha 1-2" thick co tinuous 7.5YR 414 IS PI lemellae bands; loading rate reduced to reflect slowed v ater movement th ough horizon. ❑q Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. i Snil Annnrwinn Rat. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color I Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 "Eff#1 7 *Eff#2 F5 ] Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Anolication Rate Horizon Depth In Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 'Eff#2 * Effluent #1 = BOD, > 30 <_ 220 mg/L and TSS > 30 <_ 150 mg/L " Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 <_ 150 mg/L Designer. Ryan Bechel © 2022 Advanced Certified Sol Tester: 1330832 Environmental LLC. Designer of Engineering Systems: D 2263-7 All rights reserved. 'All lines not _ Benchmark SYSTE\1 NOTES property o drawn are >100ft from .Peptic Tank: system Soil Boring S('ALF `� O 01% to north 20'� e3 -H P.L. 90.00 0 99.00 — . M — — 1QoQQ / .._...—...` �.. �BM1 = 100.00 �QQ-1 r411 2 INI�Q, Top nail in split Birch (18" above grade) BM2 = 103.00 Top nail in 36" hardwood tree (20" above grade) / a /I 4 / } Puntp'rank: Soil Treatment Area: -Recommend Ingolnd'corlvenhonal'trenches at 36' 40' depth mfh 0 5gpNttloading rate -Depth to restriction = 81' (Redoximorphlc feaWresi -Contour =100 00' -Slope = IN Distribution: Gravity distribution possible Cr + r, Tree/Brush Line / + i V ��+\ �z Current grade / •� + + L 121.00 + _T_ i New 3BR to existing \ Nome — — — well y L----- 1 Garage Cedffled Statwrwit: Thiv eystem has been designed and a Rioted In accordance with State and local codes. The soil treatment area runt rornoin protected from disturbance and/or compaction before and after co.:sbuction. Na WARRANTY IS MADE THAT THIS SYSTDI VALL CONTINUE TO FUNCTION INDEFIXE12Y. "?pirtem must be properly maintained. Review your eystem's rnanogament plan for Information an proper care and m ntenonoe LOCATION MAP (not to stole) 0 CTY RD E 1'Rha'ARF.D FOR: Tom & Carta Hess Site Address: 2664 CTY RD r Woodville, WI 54028 PID: 002-1025-80-025 20.10 legal: Lot 01 CSM 16-4440 SW 1 /4 SE 1 /4 S12 T29N R16W Town of Baldwin Scale: 1" = 10' Date: 7120122 -1�� V 1-1 Submit he Following Originals (Use Permanent Iukl 6`801 EvalUat!Qn IP,epoxt (SBD-$330 R. 04/15} .Plot P:1a 'evsW Form (Crew file sheet, system elevation shoet)Iitlorial �Copw ofA.aditional Information (Tax Siaterhent, CSM, Deed) optional Soil Evaluation Report:: (Include the Following lrtomation) Parc l Zde itl aa'tia i Numbet :QW- Adi�'04-flotmaild' Propxty`LaGatioxi Twp/Raiige, T.at #, Block #, CSIyI #) ire.N"; 6ei 'd; lea est'l2oa$ �''logdpliiii Elevation, :'to'w Rate, Farerit Matexal Pro . oseo S teria elevaf on s s 1? . �'.:. t and y. tezn type N�Complete. mgxpholgg'ieal Soil.$oriing Infortfiatio including loading rates -- lden iiy an area, as opp; sed s might line -� 16xcavatigns r "4irg4 �8r �1 tlb � at least one ,plt ox! COVation .-:Other :two: can b lioxlti s if sails_are cbrisistent — fll sites .need more) Soxl:.riisi oo.d$scxxb _accurately, irtcludirig.ro.ak6a.anets, mottling, grou#�dvvater, beelt�o'oi{ or tlisiui+bed soil . . Sc ils.zr,us .bo' described to at least'thi feet below file system elevation or more tdx sand klth rook fragments 'of >35'/o {Table 39` 44 ) 4,_TQa�e Soil Evatr atiob was aon-aucteel `1 ST Namo,Signliure, Ntun. ier Address and P one N 1� .. umber Plot Paani (Include the Followi4laformation D-iawu,to Dimension or to Scaly) 0 North crow' scale size,1egeiid Q CST, owrir and.pioperty ii ozmation inQludixzg legal description to withui 40 acres 0 Bonah Mark (I)Ocription and L6c tion and Elevation must be permanent) ❑ Contour Lines (E tun le.=,9$:V/96.0'/94.0') 0 Bo4ngs (Locations and Elevations) 0 Percent d .Direction of Land Slop Q Well Location (Xr*c!4ding.Nejghbofing Wells, ItA.lipliaable) 0 Location. of Wetland Areas, Ooodplain and. Navigable Waters ❑ Buildings, Driveways and Structures (Locations and Descriptions) 0 Location dProperty.,il'iies 0 Existing System Location 0 Fire Number and Road Name 0 Current Surface Elevation of Adjacent Navigable Waters �J