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HomeMy WebLinkAbout040-1303-00-073 (2) - Pace / of3 Wisconsin Department of commerce SOIL EVALUATION REPORT Division of safety and Buildings •V in accordance with Comm 85,Wis. Adm. code county 57-- CA — ti Attach complete parcel I.D. L V 7— elude,but not. EROSION CONTROL PLAN must be d p&,upt.,A3 6-- percent slope.S completed before sanitary permit issuance Reviewed by Date Persond kwo mwwn You provide am be used for secondary purposes(PrivacY L*w•s.1 S.04(1)(m))- Property owner -r--� T°D!? P rtY Location OlG ZL ZB p '['O 17� ��E T�fl 1 �d f���G^' //� Govt Lot �t yr( s(L 1/4 S T N R l 1 !r(or)w property owners Mailing Address V— Block# Subd Name or CSMtf t w il State Zp Code Phone Number ❑City ❑ Village (Town Nearest Road � SNWR � SO. Car(©vER 6-PPO� .1f T3 MN 5So7(f (,C SI t zy8•.��'�� 7'R°y o On design flow rate GPD code derived des New Cor>shuctim Use:(A Residential f Number of bedrooms � ❑ Public or c2nimerdal-Describe: Perot'nt"W /d E$S D Il�i(� �f�OM 7�%ll S Flood Plain elevation if applicable General comments �v% �/�- 'C VA and recommendations: • „¢��� -5 7� ! 1 S�/Sy�-,y ovi laZ- �� Stiff 7C111 N Boring �/ C z �, _r # surface elev. / �l El ® pit Ground i<. Depth to 9 factor � Rate Roots G Horizon Depth Dominant Redox Description T structure COnsr � B0"n b In. Munsell Qu.Sz. Cont.Color Gr.Sz Sh. •Eff#1 •Eff#2 � 0•/0 16 yR 3/ sib z s X S w • S � C /D fQ S Z� �`10 i►>f�/ G•5 /0 y nM3 P M o is 2 Bo"# 0 Boring �•i •l� it Depii, ® Ph Ground surface etev. to 9 factor SON Rate Texture shuclure Consistence Boundary Roots GPDft(t Horizon Depth Dominant Red4x D •Eff#1 •12111iP2 (� Gr.Sz.S�hh.. in. MtmseA Qu.Sz. Cont.Color �/L � S /`- �. • S a N i o'rz iOyR 3�3 41 P W 314 D y �+3P f•foTS G ©� ° a �y�• s/g •Effluent#1=BOD >30:5 220 mg&and TSS>30<_150 mglL 'EfNuent if2=BOD <_30 mcyl and TSS_<30 mgit CST Name(Please Prirrr)R•-Zl1$R i G 1.`f— So"a`1f e z�NS er Date Evakration Conducted Telephone S Nume Address Ulbricht &Ass9ciates 77,;, 3 y Private Sewage 2812 1 Oth Ave. Spring Valley, WI 54767 r FOR 4PRO X . 2- yO �4 s oyd • /08 S • so • o-�o ' o yv . �o�� . io • o� dyo • log( . 20 • o� oyD - /o81t • &0 • � oyo • /o 70 . 0 o y© . /08(p 0*6 • o� T3�'>�esT�DT- C7 page Of 0.V. P t Ground u"ace etev Dept,to Wnt"Wo N010 Depth -- Daninanf Red=Qesa Texture Sad Rate :'n. Munseli G1u.Sz Cont.Color rt Sz.xe Consistence Boundary Roots GPDAf o•/91 ioyn3 t;r. .� . Sim z . L o • � SiG � sh d L, cs SL El io • Y � 0 Pit Ground surface elev. ft. Depth 16 flniiting factor in. #lotizon Depltr Dorninant Consistence i3otuxfa Sod Rate. �- Nttasse0 Redox<Jesaiptinro Texture Stnx�.+re ry, Roots GPQIIt? Qe.Sz. Coat Color C�.Sz Sfi. `Eff#1 40 ! Bot9ng# Q Boring ' Pit Ground surface elev. St. to kwting factor , Depth Don*Wd CA3kx Redox Desrstp m- Texhme She Sol Rate in. Munseil Ou.Sz Copt Color Boundary Roots Gf.Sz Sh. 'Etf#1 'Eff#2 r � 8od"g# t�t Boring Q Fit Ground swFace elev. ft. Depth to fanning factor in. Ffortzon Depth Dornlrwtt Redox pkm. Tedm Struo" Consistence � Rate Boundary Roots OPON IM Mansell CM SL Color Gr.Sz.Sh. 'Eff#1 'Eff#2 Effluent#1=0005>30<220 and TSS>30<150 ffV& °Effluent 02=Bt3Dg<30 nigh.and TSS<30 nMyL The Department of Commerce is an at opportunity service provider and employer. If you creed assistance to access services or geed tnatetial in an alterna a format,please contact the department at 608-266-3151 or TTY 608-264-9777. seoasaope-�roo� r f HILLS FARM. LOT # -7-3 Pq• 3 of 3 .+ PLOT PLAN WALNUT d = Contour elevation lines. • = Backhoe Soil pits. O Benchmarks set, maRKED WITH FLAGGED S� R�� D lathes. 1/2" steel conduit pipes. Gp� / SCALE: 1 " = 30 Ve t I � -73 OX (�a 7- s 2,6Jv �3 b� s A D q .5 1 .�~ * s�ssST ,v,rveA4 • sU y� S r� �o��v sys7-. /V& /A, /- " S-•w