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Home My WebLink About038-1052-40-050 P1 . Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings Page of in accordance with Comm 85,Wis. Adm. Code _ Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must County +� include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. 9 Please print all inhorma ' , eview 1 Date Personal information you provide may be used for secon FD , p ( rnvacy Law,s.15.04(1)(m)). i 'Property Owner AUG rt Property Location A O UG 1 u 2009 Govt.Lot,5&0 1/4-St�/4 S P r N R E(o W Property Owner's Mailing Address AI ONE OF Block# Sutxi. Name CSM# �� Ury State Zip Code Ph a Number ❑city ❑Village Town Nearest Road /n 4 (" ) S vl oZ o � Construction Use Residential/Number of bedroom Code derived design flow rate yJ GPD ❑Replacement ❑ Public or corn I-Describe: Parent material_ th i e ��C �_ Flood Plain elevation if applicable a,Z4 ft General comments / L �1/ /r �` ,��" and recommendations: �� ti` /–a / �Sr 11v/ CZ�U/. 7b / � -s-l"ej System Type ystem Elevation / Boring# ❑ Boring �-pit Ground surface elev. 3 ft. Depth to limiting factor fa / in. --��— - r*Eff#1 lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/flT in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. I Eff#2 s-� ® Boring# 0 Boring q Z, pit Ground surface elev.` s7: / g, Depth to limiting factor in. Soil ADDlicabon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 I •EfN#2 r lYl/ ter.- s Effluent#1 =BOD >30<220 nxyL and TSS>30<150 mgA- •Effluent#2=BOD 130 mg/-and TSS<30 mg/L C±;T Nwm(Please Print) Signa CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address ate Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 715-246-4516 Property Owner Parcel ID# Page of ❑ Boring a Boring# a ft. Depth to limiting factor in. Soil lication Rate Pit Ground surface elev. Horizon Depth Dominant Color Redox Description Texture Gr.Structure S Sh. ;Consistence Boundary Roots *Eff#1 fEff#2 in. Munsell Qu.Sz. Cont.Color 0-17- J ❑ Boring a Boring# Ground surface elev. ft. Depth to limiting factor in E] pit Application Rate Pit Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E in. Munsell GPDtffEff#2 Qu.Sz. Cont.Color Gr.Sz.Sh. ❑ Boring Boring# Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate F] ❑ Pit Horizon ')epth Dominant Color Redox Descripti on. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 •Effluent#1=BOD,>30 1220 mglL and TSS>30 1150 mglL •Effluent#2=BOD5<30 mg/-and TSS<30 mglL 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. saD•8330(ROOO) Soil Test Plot Plan Project Name Leon Orr Shau rd Address 19161 Echo Lane Farmington MN 55024 M #226900 Lot 2 Subdivision -------- Da 8/6/09 S W 1/4 S W 1/4S 12 T 31 N/R18 W Township StarPrairie Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 1" pipe System Elevation TBI *HRpSame as Benchmark 312' Property Line Scale is F = 40' unless otherwise noted AL 4% Slope 50 B-1 96' 10' B-2 5' B-3 98' 20' B.M. 220th Ave 30' RECEIVED f filifl fElll'o III!!I!I!I!!If 111111 I(!C 1111 2 907880 JAN, BETH PABST REGISTER OF DEEDS ST.CROIX COUNTY ST. CROIX CO., WI v, ��RR. PtC)1%RECORD RECEIVED FOR RECORD S1P6�V OF 6`�RDtI�TUNG4ON MEADOWS =nom 12/01/2009 01:OOPM f _———— — — —— — — — �+ CERTIFIED SURVEY MAP g VOL: 24 PAGE: 5673 Noo°os'Sd w 2624.5a— — _ N REC FEE: 13.00 Z — 16� NOO°os'Saw z - COPY FEE: 3.00 102.43' o 2279.50' PAGES: 2 D .cp tiR cT�r. HWY. "c- ► �q m THE SOUTH LINE OF THE SW1/4 OF ZDi 0---- cn ► ► $'SECTION 12 BEARS S89°52'59 W AS O m o m REFERENCED TO THE ST.CROIX � Z 4 W / 1" COUNTY COORDINATE SYSTEM D I- � 1 �ao � 0 N p N -0 - c- m 10, ► ' V z $ cn � 0 1n �, - C, W 2 : v z l� cNfi ► N -► ► O O ® o r mm cn ON , I 00°0�� ® 72.Od m O Z n C � as AI ' O 1�: N 77��O O c r O m O� Q W N " oC mC OC -�i—� m N N rn 1" w O r r0 ZZ mZ �Z �O o IL I N ° °� I� mn D C�0 mo 05 z� Z = C m iwm �II� ► W ► I� o Doo A I�� II Cc: m o e5'-, � l ► 7o Z °_ G Z- N �O I=cn -` 312.00 I O - W NOO°07 01"W 345.Od I Z m m m D n ��Z CA) p � z� 'O r� �gi g �► N g �� zN 9 m ► ► 312.00' Z —I SO 00' O°07'01"E 345.00' 33. T2 +""�+ '9J. rrrr rrrr r 1 N00°07101-W 345.0d `. F O O O-I O O O O�O-0, O9 -I -I -I �-I I 0) O m 31 2.00' ± C �,� A W N A W N-� �1D� z CD 19 O R (O _ D -e I® CA CTS rn i O V O v e y I G• Gi �o cp aD I� I� tNn ► �:` �, Oq jm�l � " W I ♦ ► co O(G �I WW 8® _ y m 09 X92 0)mw wtoww P.p P. 312.00' —?.001 7- -!,a A ;a CD W 6 S00°1 7'25"E 345.00' o Nrn v Z. N •. EAST LINE OF THE SWl/4 OF THE SWI/4 m m m D m m m UWI6�'QAWED LANDS m m m m m r�i m m rn RGS w – �wmw wwww �� m IN - - - - --- Zcmir I� 00 IC I�� n D o�°D��cs1 mz Z SOO°07'01"E O 7D = z Z m O X111 I _�+ � 4 Zs(crm �m� w Q IC mho 33.00' 40.Od ^2L 08-Or mgg-ID JIM ��^' r SOO'07101"E 73.Od r y n o m a m m : Z>Z N ��NO T3 �0 D Z v O c m- �oZn33 KmOz CC22. � mpm-urCCO v�oZC� C DOrC-r Z p,m C) M N n � z g rz-z D L - g m y v m y m Z ' mv�Oflm m7° m CO m Z O = p OQ � Z SHEET 1 OF 2 1 of 2 Vol. 24 Page 5673 SPAIP Wisconsin Department of Commerce SOIL EVALUATION REPORT Page-I—of Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code County /► c Attach complete site plan on paper not less than 81/2 x 11 inches in size.Plan must • i e f x include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel LD d percent slope,scale or dimensions,north arrow,and location and distance to nearest road. D3 0 0 V— Please print all information. Re - Date Personal information you provide may be used for secondary Purposes(Privacy Law,s.15.04(1)(m)). Property Owner �C�E1V E Property Location G• Govt LotrZ•r� 1/4 S4J114 S�Z T N R E( w Property Own#s Mailing Address L # Block# S or M# 3 n 2 Y08200 _ �a Z City State Zip Coda Phone N Sumb KUin NJus- FL'Fity ❑Village Town Nearest Road Construction Use,19.Residential I Number of bedrooms 3 Code derived design flow rate O y�� GPD ❑Replacement ❑ Public or commercial-Describe: -- Parent material 40 a Flood Plain elevation if applicable n A.Z.10A ft. Gerwal recommendations: at.-9 rG�C ei System Type ed-27 061111- rl . System Elevation—T"/�� ` s F71 Boring# Boring ,,'' . kk Pit Ground surface elev. 0 `' ft. Depth to limiting factor�v�_in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 /'Ef'= ryl IT] �# ��ri� Ground surface elev. t )1' 5ft. Depth to limiting factor in. Solt Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munseti Qu.Sz. ConL Color Gr.Sz.Sh. 'Eff#1 'Eff#2 2 6-13 , sj 8' S b s I A11,4 w� c •Effluent#1=BOD >30 1220 mg1L and TSS>30 1150 mg1l-j Effluent#2=BOD <30 mg/L and TSS 130 mg& CST Nam(per Prime Sig CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 s—�;_ 715-246-4516 Property Owner_ Parcel ID# Page of ® Boring# ❑ Boring Pit Ground surface elev./! o ft. Depth to limiting factor ZA in. Sol1 Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. •Eff#1 •Eff#2 36-J �, ,� IYZ F-1 Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in.' Sal ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Mursell Qu.Sz. Cont Color Gr.Sz.Sh. •Eff#1 •Eff#2 F-1 Boring# C] Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soft Rate. Horizon Impth Dominant Color Redox Description. Textum Structure Consistence. Boundary Roots GPD/ff .n. Munsefl Qu.Sz. Cont Color Gr.Sz.Sh. •Eff#1 •Eff#2 •Effluent#1 =BOD,>30<220 mg1L and TSS>30<150 mg/L •Eftiuent#2=BOD,<30 mg&and TSS<30 mglL 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. sao.aw(L6M) Soil Test Plot Pla Project Name Beverly and Leon Orr Bird Sh Address P.O. Box 230 Farmington Mn 55024 TM #226900 Lot 2 Subdivision -------- Dat 5/6/09 SW 1/4 SW 1/4S 12 T 31 N/R18 W Township StarPrairie Boring Q Well PL Property Line County ST. CROIX BM or vRP Assume Elevation 100 ft. top of survey iron System Elevation 96.0/95.4 *HRPSame as Benchmark B.M. 291' ro ert line Scale is 1" = 40' unless otherwise 90' 110' noted B-1 5' 20' 30' B-3 8% slope 45' B-2 08' 312' Property Line 220th Ave