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Home My WebLink About042-1016-10-920 (2) �1/ +�1 `rl�f EVALUATION REPORT #2113 Department of Commerce p N dance with Comm 85,Wis.Adm.Code Page 1 3 Division of Safety and Building Steel's Soil it Service County Attach complete site plan on paper not less than 8Y2 x 11 inches in size. Plan must St. Croix include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 0 Please print all information. Rev i e y Date Personal information you provide may be used for seconda p w,s.15.04(1)(m)). Property Owner Property Location Francis Lands, LLC A lGovt.Lot na NW1/4, NE1/4, S7,T29N, R18W Property Owner's Mailing Address Al U Lot# Block# Subd.Name or CS # V. Z� x E. 1404 First National Bank Building ��ury na CSM U F►J `Cit y State Zi p Code Cit y Village To n Nearest ad Saint Paul MN 1 55101 1 651-222-5555 1 Warren ��?� 107Th Ave. New Construction Use: Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial-Describe: na Parent material outwash plains and stream terraces Flood plain elevation,if applicable na ft. General comments Conventional system,system elevation 95.37ft.Trenches spaced and depth to code 5.33ft below grade. -1-v qAo—(9,7— and recommendations: Boring# 1,Boring Pit Ground surface elev. 97.90 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Eff#1 *Eff#2 1 0-4 10yr3/2 none I 2msbk mfr cs if 0.6 .0.8 2 4-19 10yr3/4 none sl 2msbk mfr gw 1vf 0.6 1.0 3 19-40 7.5yr4/4 none sl om na gw na 0.2 0.6 4 40-52 7.5yr4/6 none scl 2msbk mfr gw na 0.4 0.6 5 52-110 7.5yr4/6 none ms osg ml na na U.7 1.6 Boring# Boring Pit Ground surface elev. 97.90 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-4 10yr3/2 none I 2msbk mfr cs if 0.6 .0.8 2 4-19 10yr3/4 none sl 2msbk mfr gw ivf 0.6 1.0 3 19-32 7.5yr4/4 none sl 2msbk na gw na 0.2 0.6 4 32-55 7.5yr4/4 none sicl 2msbk mfr gw na 0.4 0.6 5 55-110 7.5yr4/6 none ms osg ml na na 0.7 1.6 Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 m /L 'Effluent#2=BOD5<30 mg/L and TSS<30 mg/L CST Name(Please Print) �LSignre- CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 1699 150th St New Richmond,WI 54017 5/19/2009 715-760-0347 SBD-8330(R.07/00) t Property Owner Francis Lands, LLC Parcel ID# Page 2 of 3 F Boring 3] Boring# Pit Ground surface elev. 100.70 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. `Eff#1 'Eff#2 1 0-4 10yr3/2 none I 2msbk mfr cs if 0.6 .0.8 2 4-24 10yr3/4 none sl 2msbk mfr cs 1vf 0.6 1.0 3 24-55 7.5yr4/4 none sic] 2msbk mfr cs na 0.4 0.6 4 55-110 7.5yr4/4 none ms osg ml n n 0.7 1.6 y F-1 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.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 I *Eff#2 F-1 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.Sz.Cont.Color Gr.Sz.Sh. `Eff#1 I 'Eff#2 Effluent#1 =BODS>30<220 mg/L and TSS>30< 150 mg/L 'Effluent#2=BODS<30 mg/L and TSS<30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330(R.07/00) Steel's Soil Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel Francis Lands LLC 1699 150th St. CST-POWTSM NW1/4,NE1/4,S27,T29N,R18W New Richmond, WI 54017 Lic. #248956 Town of Waren, St. Croix Co. Direct 715-760-0347 CSM Lot 11 Fax 715-246-0318 This soil evaluation was conducted to satisfy a zoning requirement,it may or may not be suitable for your use. The location of this test may or may not be as shown,as permanent lot lines were not established at the time the soil test was conducted. Legend N 1" = 40' ♦ =Benchmark Ele. 100.00 ft Top of 3/4"pvc pipe • =Alt Benchmark El 95.90 ft Top of 3/4" pvc pipe 1:1 = Borings Boring Elevations BI = 97.90 ft B2 = 97.90 ft ---- ,, B3 = 100.70 ft 2�r 0 v B4 = 0.00 ft 7` 3"3 RECEIVED IIIIIIII IIIIIIIgIII�IIIIIIIIIIII. 6 h <, IIAIIi�IlI11 AUG - 3 2010 3097E E3 BE7I4 ='ABST REGISTER JF DEE:' 8T.CiR04X COUNTY ST. CROIX CO., I::t ,B I — SURVEYOR'S RECORD RECEIVED FOR RECORD MU:�J- -- LSD [_6G1-- 0110612010 10:35AM s k CERTIFIED SURVEY HAP FUTURE ROAD VOL: 24 PAGF: 5680 iD N0001 6' "E 42 .44' REC FE=: 11.00 Iz 1 N aoo.oa' EE:COPY 2.00 f w m � p ..........................................�... PAGES: 1 cnn $ r my a „- Er 5f �'3 G 7 m (2 I X�� ZA r N � < A•V 8? C w 2 m �c w wpCD') y�yn ♦ 16 m.7' m c `8o''wo g.oT fc nv4. °' A �+ 0 m D m i 1�7 � m °°�m �tn �cn N gZ� I o o c"�m g� nm cn�p gnu Qm r n k �m�"i•� m Big 8 if g�� I n O I m I i N00°22E 422.15' i r3 a b s g g m g g o n an I I p sN o j c7o i I I C�j Ow•a� o c r-+{m NO O CA`67°'•m a 6J,2+ ?��N m �z`1 fp w g=e D P3 � m N O Z 0=0 a Ag wN S• p9 p c 'lvi ` a go -CL v cn Q m m IBS'I I CL co NOO°2224'E 420.93' 400.15' R 278.90' 224 W 120.23 S0 2 5'°D 00.68 a o3i np w I�Ii� 1 Q r3 � �•ro �.��W�o gfo' �°.� t m WD a • c ;78 m r m W v I I ice' } yw�i (xj r°:g CZ)rn Q 1 my m m M AA •D D m S p c oy O� + lr n� o m grc' $ "� ICS+/ I m m O 3' ci �zino� A S G m cn ICS m m = Go is ;N _z z Ornk_g `D A o co° mm� m T CD N00°$224'E 298.85' m m �+ w p CD m cn I A -4'w I. r* pic."is, so n r $ n2D:m Om N j N ° f n rvjI fn r 0 o I 3::v, �cn � V� aa° ii cmi cv-� SS La Ort�La zv = o �,3 �v C � z m 1 279.76' S00°3738'E 296.95' -T �� ? m r2,1 d04�ls C��iGvl b,9 3� PC�3_ 3C3 I c y o cm) _ tiI C !� s S °�� O rn -n g z a t°5• m rn Z N. ) �� G.7 � � A -DI n d A yt Ill C -n IT v ncmj BEARINGS ARE REFERENCED ^ a r TO THE ST-CROM COUNTY ca ® m °F g v, 1326.88' 1326.88' COORDINATE SYSTEM ZM CL T _ g m Z S00°2 8'45`4V 2653.76' `$ z A -i� < cn j ® O • - nm 0 Z C7 � 3 rn = yc � � qc 0c O xm 6 C O. Z Z w n n Z xrocnv y v� -n Zgi oo°c mo za m z D c Z c C m o m -n m -mv X0 0 8= v O a -7'7 z0 � �� 1q �p0 - �c i v 0 y ZzSC cfzc� � o� cZ ,°n zc wiz 7D �' -+ Zmv v �0 m rZr, 9 't cS�j� Z jay 11 oz So 00 �< K B Om ' ,70„ 'x = MI yF 0 cn bm o'-��'m c�z IQ Lj) Ln 4 OS70 m n ?p G V > 0 �5 4 O 1 of 1 Vol. 24 Page 5680 69 � , . ` 7,- o CD cn o rmn -n co c LD cn |