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HomeMy WebLinkAbout020-1374-25-100 lot 26Visconsin Departm=n, s Division of IndustrySOINNALUATION REP RTrdance with SPS 385, Wis. Adm. Code County Attach complete site 1 inches in size. Plan must include,St. Crobc but not limited to: ver, direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 020-1 4-25 Please print all information. Rev' ad by Personal information You provide may be used for secondary Dumoses tPrivacv Law. s. 15.04r11rm11_ �T-a o � 61-13s Page 1 of 4 Ref#2534 de r7L3 Property Owner Property Location / El'Gary Zappa Rev. Living Trust Govt. Lot 3 % NESW % S 12 T AIN R 20 E (or) W Property Owner's Mailing Address Lot # lei Block # Su . Name or CSM# 340,i51 750E Sand Hill Pt. N -9atbt* 2 (D na I Plat of Starr Wood J01&388 City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road Hudson WI 54016 715 760-5070 Hudson River Heights Tr ® New Construction Use: ❑ Residential / Numberof bedrooms 4 Code derived design flow rate 600 GPD Z Q, k btJ l^ ZQvt Q_ ❑ Replacement ❑ Public or commercial — Describe: 60-P Parent material Glacial Outwash Flood Plan elevation if applicable na ft. General comments and recommendations: Site suitable for In -ground POWTS with 0.5 gpd/sq/ft. design loading rate. Lowest Ho ' n Toall tpros contain 1/2" - 2" bands of 10yr4/4 Its spaced at 5" - 29 _ Pit JfAt�la..n i 1 I Boring # ❑ Boring I—J ® Pit Ground surface elev. 97_25 ft. Depth to limiting factor >137 in. 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 0-3 10yr3/3 none Is 2fgr di cs 2fm1c 0.7 1.6 2 3-12 1Oyr3/4 none Ifs Osg di cw 2fmc 0.5 1.0 3 12-24 10ry4/4 none fs Osg ml cw lfmc 0.5 1.0 4 24-69 1Oyr6/4 none fs Osg ml cw 1fm 0.5 1.0 5 69-137 1Oyr6/4 none Is Osg ml 0.5 1.0 2❑ Boring # ❑ Boring ® Pit Ground surface elev. 90_10 ft. Depth to limiting factor >140" in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/FF 'Eff#1 +Eff#2 1 0-3 1Oyr3/4 none sl 2fgr mvfr cs lvf,fm 0.6 1.0 2 3-12 1Oyr4/4 none Is Osg ml cw 2fmc 0.7 1.6 3 12-26 1Oyr4/4 none IS osg ml cw 1fmc 0.5 1.0 4 26-40 1Oyr4/6 none s 0sg ml gw 1151,11 0.7 1.6 5 40-58 7.5yr4/6 none grsl 1msbk mvfr cw tfm 0.4 0.7 6 58-140 1Oyr4/6 none fs Osg ml 0.5 1.0 + Ffnuant iti v Rrlr) > 4n < 99n mnn rnnrr TRQ > in d i6D romi / + CAi,.n.d 49 - Onn , zn a 99n .... Al —A TQc , 4n e i an --11 CST Name (Please Print) Signa CST Number James K. Thompson 30021 Telephone Number Address Date Evaluation Conducted 340 Paulson Lake Lane, Osceola, WI 54020-5413 July 8, 2019 715 248-7767 513D-8330 (R04115) 's Boring # ❑ Boring ` ® Pit Ground surface elev. 97_43 ft. Depth to limiting factor >139" in. And Annlirafinn Rafe Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt '001 'Eff#2 1 0-3 10yr3/3 none Is 2fgr dl cw 2fm1c 0.7 1.6 2 3-15 10yr4/4 none Ifs Osg dl gw 2fmc 0.5 1.0 3 15-42 10yr4/4 none its Osg ml cw 2fmlc 0.5 1.0 4 42-139 1Oyr4/6 none I fs Osg ml 0.5 1.0 ❑ Boring # ❑ Boring ❑ Pi[ Ground surface elev. ft. Depth to limiting factor in. Soil Aoolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ff 'Eft#1 'Eti#2 ❑ Boring # [I El ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil I Annilina inn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe 'Eff#1 `Eft#2 ` Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 s 150 mg/L ` Effluent #2 = BOD, > 30 < 220 mg/L and TSS > 305 150 mg/L • Se,% a do /ua� o,•��pc E SCA/u/=0 # Pao rig, of 14c"d"W'i st.Gro;k Ca, .of. AcJ. 00O.V-/374(- .2'S CO/ fee. &' 8.3/94ci-e4 44 s � o 5 1 1 I ✓�; cs f Q f'i %1�10 \ P ✓ C, �OrP.c, ,4ss«,r+cd � Icv,'; /U�J• .' 1\ 1 I � I / � -3e-4 loge lo, ot- elea = j 3 Ole 1t YEffi 11; 1 '® 1 eeOp����p� t. ,. 41 w l 4r y j rt FT �' k F T Ay) \\ _,✓„''4 �• Yy NO/.��}:^ ' ..e'er .1`�� g._y "s�"'�.3...iia.S 1 r 1 7Qy p 0 H$ �yYo 1§ 1 1 rt O r - �t e V�!