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HomeMy WebLinkAbout040-1303-00-057 (2) Wisconsin Department of Com SOIL EVALUATI� �P T Page l of Division of Safety and Building IftA �Iess ance with Comm 85,Wis. Adm. CSkn county ST.CROIX Coun Attach complete site pla p 1/2 x 11 inches in size,,Sllartgg�►just �. include,but not limited to:vertical and horizontal reference point(BM),dh cCRO I�a':''I.D. 040- 1303-00-057 percent slope,scale or dimensions,north arrow,and location and distance to n--e``�aaa�ff((/4l 9�+ Please print all information. �FV pJi�wed Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). MF C _/ t /Y Property Owner Property Location C&J BUILDERS INC. Govt.Lot ----SW 1/4 SE 1/4 S 22 T 28 N R 19 E❑(or)❑W Property Owner's Mailing Address Lot# I Block# Subd. Name or CSM# 243 Steelhead Drive 57 -- I Walnut Hill Farm(Tribute) City State Zip Code Phone Number ity []Village • Town Nearest Road River Falls, WI 1 54022 1 ( 715) 222-9731 Walnut Hill Way E] New Construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD 0 Replacement Public or commercial-Describe: Parent material loess over glacial till Flood Plain elevation if applicable 44- ft. General comments Mound System-- 1.59 ft.sand fill--0.40 loading rate and recommendations: f�Additional pit conducted to move system area out of proposed dwelling location. � J-r5) 1❑ Boring# 0 Boring Q pit Ground surface elev. 97.20 ft. Depth to limiting factor 17 in. Soil 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 1 0-8 10YR2/2 sil 3fabk mvfr cs 2vf-m 0.6 0.8 2 8-17 10YR3/3 - cl 3f-mabk dh ai 2vf-f 0.4 0.6 17-lsbr 2 Boring# ❑ Boring 99.50 24 Q Pit Ground surface elev. ft. Depth to limiting factor in. Sal ADPlication 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 1 0-7 10YR2/2 sil 3fabk mvfr cs 3vf-m 0.6 0.8 2 7-19 10YR3/3 cl 3f-mabk dh as 2vf-m 0.4 0.6 3 19-24 10YR4/6 cl 3f-mabk deh ai lvf-m 0.4 0.6 24-lsbr Effluent#1 =BOD >30<220 mg/L and TSS>30:<150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) Sign CST Number MARY JO HUPPERT Hollister's Soil Testing&Design 224832 Address Da a EvalLiatiofi Conducted Telephone Number W9875 690th Avenue, River Falls,WI 54022 10-08- 13 715-426-1775 Property Owner C&J Builders(Lot 57) Parcel ID# 040- 1303-00-057 Page 2 of 3 3 Boring# Boring g Pit Ground surface elev. 96.85 ft Depth to limiting factor 22 in. Soil lication 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 1 0-8 10YR2/2 -- sil 3fabk mvfr as 3vf-m 0.6 0.8 2 8-22 10YR3/3 -- sicl 3fabk dh cs lvf-m 0.4 0.6 22-lsbr Horizons 1&2 have some cobs. F-1 Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil 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 I *Eff#2 ❑ Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil 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 *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS 5 30 mg/L 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. M-8330Tast(R07/00) r � Plot Plan for Site and Soil Evaluation Page 3'of 3 Property Owner S � 1" = 40ft Legal Description br- s-7 of �`/4, �zZ, (except where noted) r;-VAf, r,rgW. -'owN of IAWII ter. CROIX coVNT . Cl =Backhoe pit W t sCoN s in1 North r 41- WAINtr i-+lLL �C NE3RM► Pi - � XP 4 �SrE�P 13,AN K) T PVC ti �.oP oF$p� o�0'� s�o 9s � NdZk Site Locati n: ems, t.,Ua yy d 1� d TKIb� v� si y�way spartment of Commerce SOIL EVALUATION REPORT Page or 3 f Safety and Buildings ngs in accordance with Comm 85.Ms. Adm. Code County 5T- G�Gl •� Allach include. EROSION CONTROL PLAN must be at Parcel I.D. vT /''� �^ er completed before sanitary permit issuance "�tfD� P Cr— b rR � by Date Personal Inrortnabion you provide mar be used for secondary purposes(Privacy Law.s 15.04(1)(m)l. !r/YJ1 L(ivYln• �V Z7 u Property Owner TODD Property wcatiT — a d Al * ZL ZB T•O �0 BJ ER5 T-e79 T % T /Q N R / 1 i(or)W Owner mg s Mail' Address Lot# Block# Subd.Name or CSM# P&o t S CA iff LL AV-e- . 5 7 1 cvAi,wt>r K; City SN wR State Zip Code Phone Number. ❑City ❑village W Town Nearest Road G•PoVE HT5 M�v 55070 ( &51) Z�fB• to`�f TRoy f 50. &IouER 0 g New Construction Use:M Residential t Number of bedrooms Code derived design flow rate 0 Da GPD 1► ❑Replawnent ❑ Public or commercial-Describe: -- 9 Parent material /OZ 5 OVER PO/DM%fF– Flood elevation if a icable IL General comments L/iN�$1D�(9E �U YYt and reconurrerrdatiors: • SPol" T,�S T�1 � � d . ❑ Boring# ❑ Boring /,05• V ® Pit Ground surface elev. R Depth to limiting factor lo• Sad Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD fE ,b in. Mursell 12u.Sz. Cont.Color Gr.Sz-Sh. 'Etf#1 'Eff#2 0. 1 10 A y >Am Ski .,-FA . ,s 10 — L 2,f s bk -FR. C-5 . s ►S •Z 7•S fit% / sh &i-F i L-F • 2- • 3 4 2 # ❑ cos Syr 2 /3 0 .2 • �. ❑ ® Pit Ground surface elev. n Depth to knifing factor in. soy Application Rate c„ Horizon Depth Dominant Color Redgx Dew"on Texture Structure Consistence Boundary Roots GPD1tF (1,1 in. Munsell Uu.Sz Cont.Color Gr.Sz.Sh. -Efl#1 `01#2 o• r /o L 2-9W n� W 3 • o f 51t-- z sh e pry► 2 S i s N Effluent#1=SOD >30 1220 n &and TSS>30<150 ffQ& 'Effluent#2=BOD <30 mfg&and TSS 130 rngIL CST Name(Please Pri>t)1Z•..0 E t►� 22 5 Address Ulbricht &ASS9CiateS Date Evaluation Coriducfed Telephone Number Private APT 2/-03 7U- 77a.• 3919/Z 2812 10th Ave. Spring Valley, WI 54767 foR 4PRRO X . 2- ,'10 4&-e5; • °y0 • /off 5 • so • � 0y0 . /a /0 . ova dyp • /0g(D • z0 • oaa 0'Y0 - /0'?& &0 • Mir Dyo ' /0*6 • 70 . 0Dt oyo . ,o�� So • � ?ODV PMPOrtYO%"ff Parcel ID# !W- S7 Z 3 E31 fiat of I Ground surface etev. f. DepM to Wn"ktMor _ ltotf M Depth Dominant Red= Sod Rate DesaiptFon Texhtse Strucittre Consistertoe Bcwrtdary Roots GpU}tt? In. Munseff Qu.Sz. Cont.Color Gr_Sz.Sh. "Etf#t *EM°� �0 G S A�e_ nr►�ie 4J • s s s/Z_ ti i II El. Q Pit Gmund surface etev, ft. Depth to limiting factor in. #iorizon Depth Dominant Redox Sob iron Rate; Desaipfion Texttxe Structure Cortsistenee ry Rants Gf'f� k+ Hartsell Qu.Sz. Cont Color Gr.Sz-Sh. 'Eff#1 °Fff#2 t_S pit G"surface elev. ft. to�factor kL mm Svc Rate De€'th Dorww t Redax Desa"on. 7e Sftchrre Conststera� Botmdary Roots in. Mtmsell Qv.St Cont.Color Gf,Sz Sh. °Ewl z f t t baring# Bonng fret Ground surface eiev ft. Depth to Wni"faalor In. Sod Appikation Rate Hoftw Depth Dorrtlnarnt Cofor Redox pfiort_ Te a Structure Consistence BouMdary Roots GPONp trs. Mute (;K Cont.Color Gr.Sz.Sh. °Eii#1 °Eff#2 3 Eltkwd#1=BOD5>30:S 220 tngR and TSS>30<150 mgll_ °Eltiuerd#2=SOD,<30 nxA and TSS<30 rttg+t. The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or steed material in an alternate forimat, please contact the department at 608-266-3151 or TTY 608-264-9777. setxazlo tR.�a) r PLOT PLAN WALNUT HILLS FARM. LOT # Pg. 3 of 3 © = Contour elevation lines. • = Backhoe Soil pits. i i 0� p = Benchmarks set, maRKED WITH FLAGGED lathes. 1/21' steel conduit pipes. e-OA 0 V 4 11 XV t ,1�.�s SCALE: Wilk 05 .3 �5 y �0 ill • 0 v x ' I I o a � S ohs T ' Ulbricht &Associates private Sewage Consultants 2812 10th Ave' W154767