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HomeMy WebLinkAbout032-2151-80-000 J Wisconsin Department of Commerce SOIL EVALUATION REPORT page / ,et 3_ Division of Safety and Buildings In accordance with Comm 85,Wis, Adm. Code County 5�". f Attach Camelot*site plan on paper not less than 8 1/Z x 11 inches in size.Plan must tyro)7l include,but not listed to:vertical and horizontal reference point(BM),direction and Parcel 1.D. percent slops,scale or dimensions,north arrow,and location and distance to nearest road. Please print all information. Re - =- Date Pawns,Information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). • �JV 2- 13ha7 v Property Owner Property Location l r 1 Ct-r✓ 2 O AS-any' Govt, W 1(g N�1/4 s /3 T 30 R/ 7 E(G Property Owner's icing Aess' Lot# dock# Subd.Name or CSM# -- 1 N a -.,a, hL;)lc to - , .p ode - one Number City 0 Village 24,,Town Nearest Road AA A.° ..“. CA)II -5q0 11 ( ) —90,04-4 �lZ' I ---7--- ---7.,, Constructkxt Use."` Residenttal/Number of bedrooms -s., ° .3 Code derived design flow rate 7,�y`.� •,' 0 Replacement (] Public or commercial•Describe: � la` k Parent material C�L,t..t vc c Flood Plain elevation if applicable -JV =r ' General comments 1 and eral cm<nendadon5. S7 5.�.�,,.... e-(e e�. --48 a Qs. 7 `" Nov 1 I� 2a®' _---- • SIc (4/ -c ' �1 I . - I 0 rct st. ,I,u �._ •;� 7 Ong# ■ Boring s lye w -.7.4�'d i 0, Iv - t Ground surface eiev./.'v• — ft. Depth to limiting factor /�in. Horizon Depth Description sod Application Rate epth Dominant Color Redox Descr1 tion Texture Structure Consistence t Boundary Roots GPDIfts In. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Etf#1 .EM ' ../�'B/ ________ ©�PA , . a ' ./11(J /7Z' p2 . 3 �(�,L��� Boring# Boring l�' I 'plt Ground surface etevt<'/ ft. Depth to fimiting factor/ /(l In. Soft Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft2 in. Munson Qu.Sz. Cont.Color Gr,Sz.Sh. •Eff#1 *Eff#2 . r . I 7 /D, )/z ��ZrYLe, .S drrgr m4- C._.r , ,� , S i 3t, /� s/f --- / /unit 6k,.� ' , P� ) 4 - a ® 3 3 3�..-e l �,,0 , S (2S �r/ , o✓/" Jvi,' -- 7 4 2 *Effluent#1 =130D5>30<220 mg1L and TSS> _ 150 mg/L / / ' 1Suent#2• BOD6 c 30 mg/L and UT$$$<30 mg& CST N mne(Please Print) -igneturc � . � t/6 5-AQwr� -/ fcr Address Date Evaluation Conducted f O f 24,,0 i Talaphone Number 1 (al I6Z,Q Av.- of,,, ' $iô 17 71 z4,,-ysiG Qtego Property L� Owner Parcel ID# L o-�- t 1 iikied Boring Page of •3 Bo�rtg# Ground surface elev. /47 `'{t Depth to limiting factor/- `S ' ci. horizon Depth Dominant Color Redox Description Structure Consistence Boundary Q n Rate in. Munseli Qu.Sz. Cont.Color Gr.Sz.Sh. *Ent 'Effil2 MIN MI MN MI 01111 11111111111111 Man Boring 0 ❑ sating ❑ pit Ground surface elev. ft, Depth to limiting factor w In. Horizon Depth Dominant Color' Redox Description Texture Rats p re Structun4 Consis in. Mansell Qu.Sz. Cont.Color Boundary Roots 1 Gr.Sz, Si,,Sh •EfN11 •@tM2 , r F. A . �-4....444/ M _4._4.4.4.. Satins,# ❑ Boring ❑ lit Ground surface elev. ft. Depth to limiting factor Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure 'Consistence Boundary Roots GPDRt' in, Munsel! Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff02 [ 4.••∎••• _ 'Effluent#1 a SOD,>30<220 mgt..and TSS>30<150 rng/L "Effluent#2 a BOO,<30 mg/L and TSS<30 mg& 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. S111541330(8.07/00) 3443 • Soil Test Plot Pla Project Name Brian Boardman Shl • Address 824 East 11th St. New Richmond Wi 54017 STM #226900 Lot 14 1 Y Subdivision Nathan Hills Da a 10/30/01 W 1/2 NE 1/4S 13 T 30 N/R19 W Township Somerset Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post System Elevation 98.0/95.7 *HRpSame as Benchmark Alt. BM Top of Survey Iron @ 95.6' 0 Soil test was done to satisfy zoning requirement,test may not be suitable for owner's desired H building location o 35' B-3 102' 30' 101' • ` 100' B-1 70' B-2 8% k Ali SLope 25' 535' Property Line 30' NV. 937 0°- �O D A I' ,.,-; ,(///"T"',//,'\;•.` i '1 i1 I vt,,,( r r..c .'-r.-c ' ' ; '1 6,1 7 SO 74./ --j i \ JNav�caeL WETA A D Cgypp I !/ ' , i % I I A �/ „_' • A \ ai i r �l ,r,%i <�, � z i i\ 'x ��rr y�? � � � ■ � V� � 0-.00, �/ 411.. \ t4N\ 9 ii7.3s / 9: xxXxi .:J *8'32"1�_ / I \ b 4-- -.Teri v .77, .00.67'ror 0,7,//4" ,/,-/ 1,;:ii / ` 111 \ xri yx r //������ii/�ii i V o /\ 2/ �� �� , �� �l\//. i/f�\ \. l > 956.3 C. \ cr a �� If'lfl�r/ d /// '�, - �^ �i 1 2 zfluz\\41 \\\ `�� A — 3.2E a�wi7�7�ar�Ø797 r / j� i\\/ \ \ � x 5\ON " eLE w A`N1 �� / 7A Cl ‘�� v \ \ \. �+ �� 955. F N �\ i ->� — oii�i./�\\//,i/iii / �y \ \ ` \V� `-` \ � � 7 ' � / /�,� // / /,// 31237SQ � �� \ \\\ \ 0 � �V •ss ) , `. 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