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HomeMy WebLinkAbout020-1059-70-100 (3) 6,.47"- Zv zZ - fog • • Wsconsin I i--,.u.., F. f � Division of I , ~yr"-1.`r ,= al Services 44 ■I-�19 Page 1 of 3 SOIL EVALUATION REPORT MAY 3 1 2022 In accordance with SPS 385,Ws. Adm. Code County Attach comple : site plan on paper not less than , 1/2 x 11 inches in size. Plan must include, St.Croix but not limited •:verticatatglAciiri )et(eferen.: point(BM),direction and percent slope, Parcel I.D. scale or dimen iortkppOltjartovuepgitocattorkani distance to nearest road. From 020-1059-70-100 Ref#2684 all Please used r Rev 1. ki by h I I7//Z Z Personal information you provide may be for secondary purposes(Priv Law,s. 15.04(1)(m)). (O(f- Property Owner Property Location John Begin Govt. Lot NE Y. SE Y. S 22 T 29 N R 19 E (or) W Property Owners Mailing Address Lot 0 Block 0 Subd.Name or CSM# 834 KellyRd 05 Na Proposed CSM City State Zip Code Phone Number ❑City ❑Village ®Town Nearest Road Hudson WI 54016 (715)781-9008 I I Hudson Heritage Way ® New Construction Use: ® Residential/Number of bedrooms 4 Code derived design flow rate¢QQ GPD ❑ Replacement ❑Pu or merqal-Describe' _ Parent material Glacial Outwash by HeA/Q1 —Sat Flood Plan elevation if applicable na ft. ZOG-t-- x General comments and recommendations: Site suitable for In-ground POWTS with 0.7 gpd/sq/ft.design loading rate. Recommended system infiltrative surface elevation to be approximatley 48"below grade at 97.25'&96.25'. 1 Boring Al Boring CO Pit Ground surface elev. 101.23 ft. Depth to limiting factor LN in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •Effi1 •Eft02 1 0-11 10yr3/3 none sl 2fgr mvfr cs 2vf,f 0.6 1.0 2 11-21 10yr4/4 none Is 2fsbk mvfr cs 2vf,f 0.6 1.0 3 21-43 10yr4/6 none Is&Ifs Osg ml cs lvf 0.5 1.0 4 43-86 10yr4/6 none s Osg ml cs - 0.7 1.6 - 5 86-90 10yr5/4 none s Osg dl - - 0.7 1.6 2 Boring 0 ❑Boring ®Pit Ground surface elev. 101.89 ft. Depth to limiting factor>94 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •E1Mr1 •Eff#2 1 0-8 10yr3/3 none sl 2fgr mvfr cw 2vf,f 0.6 1.0 2 8-13 10yr4/4 none sl 2fsbk mvfr cs 2vf,f 0.6 1.0 3 13-17 10yr4/4 none Is Osg ml cw 1vf,f 0.7 1.6 4 17-36 7.5yr4/6 none fs&Ifs Osg ml cs lvf 0.5 1.0 5 36-83 10yr4/6 none s Osg ml - - 0.7 1.6 6 83-94 10yr5/4 none s Osg dl - - 0.7 1.6 •Effluent 01 =BOD,>30 5 220 mg/L a TSS> 5 150 mg/L t 02=BOD,>30 5 220 mg/L and TSS>30 5 150 mg/L CST Name(Please Print) ' nat CST Number James K.Thompson 021 • Address ate Evaluation Conducted• 30 Telephone Number 340 Paulson Lake Lane, Osceola,WI 54020-5413 May 27,2022 ' (715)248-7767 SBD-8330(R04/15) • 3 I'Boring# ®Boring ❑Pit Ground surface elev.96.58 ft. Depth to limiting factor>91 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 • In. Munsell Qu.Az.Cont. Color Gr. Sz.Sh. •Eff#1 'Eff#2 1 0-11 10y3/2 none sl 2fgr mvfr cw 2vf,f 0.6 1.0 2 11-19 1oyr4/4 none sl lmsbk mvfr cw 2vf,1f 0.4 0.7 3 19-24 7.5yr4/6 none Is 0sg ml cs 1vf 0.7 1.6 4 24-82 10yr4/6 none s Osg ml cs - 0.7 1.6 5 82-91 10yr5/4 none s osg ml - - 0.7 1.6 Boring# ❑Boring ❑Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr. Sz.Sh. •Eft#1 •EfF#2 r Boring# 0 Boring ❑Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIFt2 In. Munsell Qu.Az.Cont.Color Gr. Sz.Sh. •ER#1 'Eft#2 t •Effluent#1 =BOD,>30 5 220 mg/L and TSS>30 5 150 mg/L •Effluent#2=BOD,>30 s 220 mg/L and TSS>30 5 150 mg/L . ' 54,7 u/a/u4.6-ory,'6 ♦ g"- pack ek,� A • i_oc.&dprv4, 316at- 'c -+-EX%s��J rid Alec NS -.. --otin �,.,Aryw�y, Lot So,r'+h O/e-6mi fro,.i/cJ."'010-/o V 70-/cq /af/s; 6 1"'of Set.s2,rz9", AI./Q ), 17. o1Kds••r, N5 .croi, G., .0/. 83 - Ek✓ -97zr' /..- - - -- 749.4G- 10.Pi.C."0(,Assam& _ b, ;" - yA1 ' 6I I —� '------- _ .oho. 6.Z /_,E Pre i s all 1 ki • 4. e 44 Y 6. 3013 • 1 RPICIN^:L RECEIMED CERTIFIED SURVEY MAP JUN 06 2022 LOCATED IN THE NE1/4 OF THE SE1/4 AND IN THE NW1/4 OF THE SE1/4 OF SECTION 22,T29N, R19W,TOWN OF HUDSON, ST. CROIX COUNTY, St. Croix County WISCONSIN;BEING LOT 1 OF CERTIFIED SURVEY MAP RECORDED IN Community Development VOLUME 10,PAGE 2727,DOCUMENT NUMBER 512332. 16 66' Ccth- °aa- -day Z* m CD n o v, rn PHEASANT RUN FIRST ADDITION � z _ rn om L0T14 LOT15 LOT18 p o c + N00°28'18'W 687.10' ♦ i/ n, 66.00 114.00' 281.00' 0 226.10' N rn 621.10' O $ A — N m m N00°28'18"W 185.55' 0 o + O �^ n �^ {26 0 w t,, 5om I000 m m::4' N •so' � $ O F Q -1 ,,, $ P2 NNm ow F6'°ps ppCJ1 • 0; pzz co ,n ^, n, 3T p N oc � 00 1? rse pp d NNJ p 0 ,' m ? .7T, yD B' z A O '...1 O • m Ta3 mOm. , s5 ® � zr' r� 3 nim ? ao �o '9. f1 a)° 551.55' Cl c � O m 135.55' 61 = rn p ern = 0• 224.01' 327.54' Q = m r O p a N 10 500°28'1B"E 687.10' A 4 > 7' SZ� m IOm Orn!'� m o C .7m . ,N.. 1 N V zZ A0 0 x • • O A CD © ( Lm - i � -/- — � tie -- n., Li m �1 ... 70 Dzm �� r in amino Z n 2 �' z e 10 w nN, O ..' cn 1) m GI . 1:1 �o Nn'vn r o 3 z m O . o � IE, o7) $ rn0 z .+ N 1� cZ� Z� m 3y Q, I^pv, -1 ® o rri T P a v , m n,. Q ' zw � G a z mO D O Os' fl ^ I a 1i m C O i� IO v2-1 N lO o 0 0 v) CI y9 n �_ fyFO .c ___ - - _. , -_ c0no • _ L.,o I� ' , ��T . 1 pp rn D N � 510 o vwi I� mN .. N N O s jV A II 2 Oa t I S00°27'39"E 400.00' W I° I to 2� 8 I o �i