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HomeMy WebLinkAbout040-1303-00-060 (2) w,soonsin •Department of corrwnerce SOIL EVALUATION REPORT Page � of 3 Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code qty 5;7-- GA 4/X— •V C Attach compW 1-07- IW �n include.but no EROSION CONTROL PLAN must be ad. Panes I.D. P ,up.0-3 6— completed before sanitary permit issuance Y1�by Date PemWW kdo mM—Y-Wovkle-W be used for secondary purposes(Privacy taw.s.'1a.u+171)(m))• i�1/k_ Properiy owner ToD,O) Property zL 2-0 Q 0 T-0 a0 S3 ERS T�e7fl T— �o 41115 M. Gavt Lot �1 O40 s�1/4 S T N R �/ E(or)W Property Owners Marling Address Lot# I Block# I Subd.Name or CSM# &°►5 CA Wi I-L- Au-R- • ('P0 1vALNvr w iI FA RAf � CRY SNWR State Zip Code Phone Number O City ❑Village W Town Nearest Road Zy • to9 �oy SO. f {©uE � &pvoc HT5 MN 5So &51) 8 g New Construction Ilse.M Residential/Number of bedrooms Code derived design flow rate o - �D GPD ❑Replacement ❑ Public or commercial-Describe: - --- N Parent material /ohs S D!7 P&_U `� �[.//�_ Flood Plain elevation if a Ip � (� -- General continents and recommendations: �' 7 57' su,�?-,y �/E- ,�o�e �4- �'rou,�D SYsT kn 1�lk=- ykzd7�Mi� ❑ Boring �'y. 7t. �" ,,, •. Bodry N o # ® Pit Ground surface elev. ft. Depth to kniting factor Z�. in.. Sol Appkafjon Rate Horlmn Depth Domirwnt Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Mu nsel Qu.Sz Cont Color Gr.Sz Sh. 'Eff#1 'Ef(#2 b to ds h c4) �-,� • y /o k _---- �"/L zeA C C-z9- HOZ o o S V/1 S/ �. M Boring# D Boring 740'® pit Ground surface elev. ft. Depth to factor °� ° n. Sod Application Rate Horizon Depth Dominant Redgx Description Texture Structure Consistence Boundary Roots Gppll* 1 In. Muntsell Qu.Sz. Cont.color Gr.Sz.Sh. •Eft#1 •Eff#2 (� z- ff-she/o • 6 liq IM, Si zi►+t c 5 7 e,2- Pf0+5 /Oy/e �/Z. 5 s •Efllrent#1=BOD >30:5 220 mg&and TSS>30:5 150 molt. 'Effluent#2=B00.:5 30 and TSS 130 a#L. ugnature CST Name(Please Print) •-u LB R t G t►� Z2 Ce 3? Address Date Evaluation Conducted Telephone Nu rriber Private 2812 10th Ave. Spring Valley, WI 54767 FOR 4APR0)( - 2- y 0 46t-05 . °yO • /ohs • s t� 0,Y0 . fa 96 . /o • ow dyp • /0g( • z0 • o� /0&'F - &0 - Mo f o yo • /a 70 0� o yo . ,og� go • oaa Tony 131 e e,5 ra DP - t'rnpsrfy Owner Parcel ID# ❑ Sores ��•�� � ar Pit Ground surface rev. f1- Depth to�facto ZQ IM Horiz«t Depth Doaninant Redox Rate mar+ Texture structure Consistence Boundary Roots Mansell Qu.Sz. Cont.Color Gr_Sz.5h. J D• /D `Eif#1 `Etf#2 aQe 11 U o ��Z s SIR J/ F— ❑ loner ❑ Pit Ground surface elev. ft. Depth to knitr'ng factor ire. Horizon Sod Application Rate Depth Dominant Re x ITesc *Wn Texture Structure Consistence Boundary Roots GPOItf= Munsell Qu.Sz. Cont color Gt.SZ Sh. .£ l .0 1 ❑ pit Ground surface eiev. ft. to rrmifirtg factor in. W Application Rate Depth t]omtnartt Red.Desert_ Tsxttxe Sbvctwe Consistence Boundary Roots OM 9 In- Mansell Qu.Sz Cont Color Gr.Sz.Sh. •Etf#1 •Eff#2 s f t s t F-1 Goring# ❑ Boring ❑ pit Ground surface ft. Depth to WnitNtg factor In. Sort Rate Horizon Depth Dominant Color R Uescrlp3ion- Texture Structure Conswence Bourwary Roads Gpoff Munsell Sz Conk Color Gr.Sz.Sh. •Eff#1 *Eff#2 i Eftkmrd#f=BOD,>30<220 mg1L and TSS>30<150 mg/L •Effluent#2=BODS<30 mgiL and TSS<30 mWL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or treed material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SGD-91_10(R M) 7 • r' • :'LOT PLAN WALNUT HILLS FARM. LOT # O Pg. 3 of 3 [� = Contour elevation lines. = Backhoe Soil pits. oo 0 = Benchmarks set, maRKED WITH FLAGGED lathes. 1/2" steel conduit pipes. SCALE: 3 P 5 3 % r y Ulbricht &Associates Private Sewage Consultants 2812 10th Ave. Spring Valley; WI 54767