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Home My WebLink About030-2137-13-000 (2)C Wisconsin Depart t essional Se ices Page 1 of 3 Division of Indust 2 ( SEQ 2 �p1 SOILOEVAL EPOR "Y70 ZP rd, r%/, `x COO a with SPS 385, Wis. Adm. Code County Attach complete site Ian n a eycelrTto 0 St. Croix P P P P x 11 inches in size. Plan must include, but not limited to: vertical d d rence point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north rr d location and distance to nearest road. 030-2137-13-000 Ref#2699 Please print all information. evi ed rya Personal information you provide may be used for secondaryu oses Priva Law, s. 15.04 1 m �b 2-0Z Property Owner Property Location ❑ Clark Hagemeyer Govt. Lot NW % NE Y, S 5 T 29 N R 19 E (or) W Property Owner's Mailing Address Lot Block # Subd. Name or CSM# 930 Laurel Ave. Na I Plat of Bleubird Bluff City State Zip Code Phone Number ❑ Village ®Town Nearest Road Hudson WI 54016 715 377-0176 a St. JoseA Rolling Hills Tr. ® New Construction Use: ® Residential / Numberof bedrooms 3 Code derived design flow rate 450 GPD ,Slee cw-, * ❑ Replacement ❑ Pu lic or cornmer,ciDescribe: Parent material Glacial Outwash i_ rk i,_ Flo Ian elevation if applicable na ft. General comments and recomme dations: Site suitable for In -ground POTS ' W0.5 gpd/sq/ft. design ioading rate. Recommended system infiltrative surface elevation to be determined, at timp qTf system installation. Terracin o er s e a era i b re u dto acco s ste insei 0. f�r �w nrxi r JrK ;S ajO t�S 1 Boring # ❑ Boring r i ® Pit I Ground u ce elev. 9a9.5 ft. law- n Depth to limiting factor >112 in. e S Soil Application Rate 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 *Eff#2 1 0-4 10yr3/3 none sil 2fgr dsh as 2vf,f 0.6 0.8 2 4-14 7.5yr4/4 none sl 2fsbk dsh cs 2vf,f 0.6 1.0 3 14-20 10yr5/4 none sil 2msbk dsh sw 2vf,1f, 0.6 0.8 4 20-34 7.5yr4/6 none gr Is Osg dl cw 1vf 0.7 1.6 5 34-40 10yr4/4 none fs Osg dl aw - 05 1.0 6 40-112 10yr5/4 none gr s Osg cl - - 0.7 1.6 a _J Boring # ❑ Boring Pit Ground surface elev. 107.87 ft. Depth to limiting factor >118 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 7 *Eff#2 1 0-4 10yr3/2 none sl 2fgr dsh as 2vf,f 0.6 1.0 2 4-14 7.5yr4/6 none Is Osg dl cw 2vf,f 0.7 1.6 3 14-24 7.5yr4/4 none fsl 2msbk mvfr cw 2vf 0.4 0.8 4 24-31 7.5yr4/6 none gr Is Osg dl cw 0.7 1.6 5 31-46 10yr4/6 none gr s Osg dl aw 0.7 1.6 6 46-49 10yr4/4 none fsl 1msbk mvfr aw 0.2 0.6 7 49-188 10yr5/4 none gr s Osg dl 0.7 1.6 CST Name (Please Print) ignatu CST Number James K. Thompson 30021 Address ate Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020-5413 Se tembeer 8, 2022 715 248-7767 5BD-8330 (R04/15) a Boring # ❑ Boring ❑ Pit Ground surface elev. 99.15 ft. Depth to limiting factor >107 in. Horizon 1 Depth In. 0-12 Dominant Color Munsell 10y3/3 Redox Description Qu. Az. Cont. Color none Texture fsl Structure Gr. Sz. Sh. 2fgr Consistence adsh Soil Application Rate Boundary cw Roots 2vf,f 2vf,f GPD/Ft2 *Eff#1 0.4 0.6 *Eff#2 0.8 1.0 2 12-21 7.5yr4/4 none sl 2msbk dsh cw 3 21-55 10yr4/6 none Ifs/fs Osg ml gw 0.5 0.7 1.0 1.6 4 55-107 10yr5/4 none gr s Osg dl - Fi Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 *Eff#1 *Eff#2 0 El Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Soil Application Rate Roots GPD/Ftz *Eff#1 'Eff#2 Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 <_ 150 mg/L * Effluent #2 = BOD, > 30 <_ 220 mg/L and TSS > 30 5 150 mg/L 0 9 1 I I I � 0.0 � r M(/ 33'¢ascrvea:t _ _ _ access ; io8 °'t'_vr,�our p Bout drr Tpa� fYY vo /? d. e . P,;o e. ,95s4rne�✓ e �ev� : boo. ce' 6I4ce bid Dry ve 4 /i2(i/anst�Jfo�o. �7o�/ue 6,rd C% JSvr�, u91. S y0/4 cot/d, P/k/ue 4 - / Q /ufFs �ye.-nq 3. roat�es /1 S looms -fir rovu�,L 5y5ke _ area ct g dreoJdo noE 4,Xcccd >Zo%. S/o�0�s down �a.d: ert %e% o,r o ci4— �e a-6ei�-,,o .5 y j-6