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040-1303-00-025 (2)
A Wwonsin Department of Commerce SOIL EVALUATION REPORT Page of 3 Division of Safety and Buildings in accordance wit Comm 85•Ms. Adm. Code County ST C-x O/A— e Attach compl Parcel l.o. L 07include,but not h EROSION CONTROL PLAN must be 570 :7 C>r— n percent sc completed before sanitary permit issuance �' P 00 eviewed Date Personal Mfamation You Provide mery be used for secondary Purposes(Privacy Low,s_15.04(1)MY Property owner TORO Property Location Q T'0 0,P z3 ER5-FCC C�© �f1G^' r/K Govt,Lot A,I 'q Avon 5�1/4 S L T�v N R /17 &r(or)W •� Property Owners Mailing Address , Lot# Block# Subd.Name or CSM# &o t 5 CA Wi LL AVe2 - ZS IVAL"W r W!l .2MWR State Zip Code Phone Number ❑City ❑village W Town Nearest Road %PA New Construction Use C9 Residential/Number of bedrooms Code derived design flow rate r D� GPD ❑Replacement ❑ Public or commercial-Describe- -- tA Parent material /O S�Flood Plain elevation if arl! IL General commends and recommendations: � -V'V �� AfaVvv -CYST. Av i' /� `' S�,v� f�'// • Gam` Boring Boring ❑ D. yo # ® Pit Ground surface elev. /d R Depth to factor a 6' t. Rase Sol Applicabort Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods GPD f: b in. Munsell Qu.Sz Cont color Gr.Sz Sh. '81101 'Eff#2 L / s ,� � w 3 ,� y 2 l Y 10031.3 t_ / s 4,14 leje to 3 / /D► - o sw' •3 W. o T-s cadZ �-r o p f 0 �s Y2 Boring U ® Pit Ground surface elev. ft Depth t kmiting factor irt. Rate Horimn Depth Dominant Color Redgx Description Textcae Structure Consistence Boundary Rods GPD/ff? in. Munsed Qu.Sz Cont.Color Gr.Sz Sh. '01#1 'Eff#2 (� r d_ � ,o ,� z/ � / s ,� �f/e w 3 • y N 33 G S K I /� c S / N 3 •25 /o ---- s�� z�s � � f� • cs -- . s . S 7-5 C-2, Al o Ts• /OY/? 6i/Z Effluent#1=BOD >30:S 22D mglL and TSS>30 1150 mg& •Effluent#2=BOD <30 TSS 130 mWL csr Name Please"'I R•'ttLg R't Gl:.`f'_ Signature a2.3 5 Ads Data Evaluation Corxkx%W Telephone Number Ulbricht &Assgciates Std�-• •Z� _p 7i f. 77A• 3 Yq Z- _ -. rivat 812 10th Ave. Spring Valley, WI 54767 PINS °'e ,9'pOi2o x . Z yo �4 QCs _.. oyCj • /D�s • se • o� DYp . 1696 • �o • oaa dyD • /l*G • zo • oyo o1/0• /0Z �o • �v oyo • /o96 - 70 • 0� o yo - /o86 flo • oaa TDD12 131E P,5 rarDT- rlY3net Parcel ID# !r!� Z S Z 3 3 E) Bomv of rMun03, Ground surface eiev. fl Depth to timttiny factor � �t�odzats ant Sail Ru�dax�+ Texture Structure consistence Bounday Roots sell Qu.Sz Cont.Color Gr.Sz.Sh.A" 4VI s f cs •S ` Gz O Tf CG nut e�,• D � /D G t i Horns C] t�� ❑ Pit Ground surface elev. ft. Depth to biting factor in. soy ApplicAm Rae iorizon Depth Donr Rector Des TftUJM S kL Consisterx>e Boundary Roots GPI Munson Qu.Sz. Cont.Cofor Gr.sz.Sh. 1 ,� E Boring# [� BO7ing pit Ground surface elev. ft. Depth firnitm9 factor �r Horizon L7orranartt Rector Rate Description_ Texture Consistence BXKKIwy Roots GPDRF In. Mu nsell Qu.Sz. Cont.Color Or.Sz.Sh. 'Eff#1 'Eff#2 a a t - F-I��# U BorrtK� pit Ground surface elev. ft. Depth to Whav factor in. Soil Appkation Rate Horizon Dwth Daminanf color Redox DescriplVin. Text m Structure Consistence, Boundary Roots GPON in. Munsew CM Sz. Cant Gr.Sz.Sh. 'Eif#t `Eff#2 Efffuerrt#1=BOD$>30:S220 ffV&and TSS>30<150 mgA- "Effluent#2=BODs<30 melt,and TSS<30 mgt The Department of Commerce is an squat opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-315 i or TTY 608-264-9777. S8D-!'330 rRli+bO) " PLOT PLAN WALNUT HILLS FARM. LOT # 2 Pg. 3 of 3 Q = Contour elevation lines. • = Backhoe Soil pits. 0 = Benchmarks set, maRKED WITH FLAGGED lathes. 1/2" steel conduit pipes. SCALE: zi NO ZtN � Q o � Z.V'EST GD 7- Ai da---- - � o P 1 i G Q> ` \ Z+� —4 t c Q •