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Home My WebLink About040-1328-32-000 LOT 40P- o �� -�D - 22 GREC�EWE WED �zV'ba GST ?� 0�;3 ice MAY 31 202�o!L �VALLJATiON REPORT Page of \Vtr,wnvn Deparurtent oF: Corn. I Division of Safety an; Buildings ! St . 6Q:AD,S`.ICw. *-wjh Camrf 8S: Wis. ndm. Gale Gounty �. Community Development L t a^h r0mpi€ste site plan o.-� p in si<-e. Plan must i inslude, but not limited to: vertical and hon izortta` references Point (BM), direction and � Pa 1.^v. 4 r+ percent slope, scale or dimensions: north arrow, and lo:.ation and distance tc nearest road. pD / �? $ ' 3Z- please rr. print all it7formatio. Re 'ewe, by Date �BrSGr�f) 1?Stoft'SEtIpF you provide Rat' be used tot sr,.:,5nda!� pu: p3see (Pmvavy Law, g. l Property Cyrner [�raperty Location i GM. Lot fN/ �4 N R t (. `1�`� La� rty Owner's i tAcid re Q ; t � B{o� # CSt� �h� Nearest Ra C Sias 2 tip Cade Phone lac :•rber ❑ C' ❑ \ e T own dJ !� I I 1y1f Nye �7r1C`y , r `�tzew Cortstn,��iors izse� Residentia; / tkumber o' bedroam� 4 C,ode dery ciesigrs fia�• rate �� GPD Replamsnti Public corm Galt D ---- ZO/.(L !\- _ ft. ' Parent rzateral �' ^J Flood Plain elevation if applicable I Gal"[ tents and reo x-n:-ne xiatiorts: Systen Type L'ustern ElevationBoring Boring V� Pit Ground surface elev. ft. L spth to limiting factor // J in. ( Soil licatioERate E Hxizan Depth !-ninant Colo Relax Description Texture Structure Consistence Bounday Roots GPD(f>z in. Munseli Qu. Sz. Cont. Coicx Gr. Sz Sh. `Efr#t `Efr#2 .Z Sri r' 'V ❑.V3aaring !n � /� j� {Y�� Pit Ground surface efev.�—'-s-�-ft. Depth to limiting factor %l C.� in. Horizon Depth Dominant Color Redox DescriptionTexture Structure Consistence Boundary Roots in. Munsell Qu. Sz Cont or Gr. Sz. Sh. r r C 2, - i © r 5 C rras Ic. ,r &AIIALLI-A- tr ;oil Application Rate GPDIfg `Eff#1 I `Eff#2 " Effluent #2 -- BOD, < 30 M& and TSS < 30 rrYYL are CST Number 226900 Date Evaluation Conducted Telephone Number �'� 715-246-4516 do Property Owner _ ® Boring # Parcel ID # Boring it Ground surface elev. ML�Ift- Depth to limiting factor _�— in. Page of _ Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Stricture Gr. Sz. Sh. Consistence Boundary Roots GPD/ff 'Eff#1 'Eff#2 1L-3k r- ie i'�r w I 26:01 AIA A (1A F_ Boring # Boring pit Ground surface elev. ' ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff °Eff#1 `Eff#2 d- g rr 2 — S `Lvr� r 4-r i. 0 C 2,rn5bk, &f r I LoW Boring # ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor in. 11 Soil Application Rate Horizon ')epth in. Dominant Color Munsell Redox Description. Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff -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 < 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. SBD-8330 (RAIDO) Soil Test Plot P Project Name Oevering Investments Address 1433 Cernohous Ave Suite A New Richmond Wi 54017 CSTM #226900 Lot 40 Subdivision Vistas of St.Croix 1st. Date 5/26/22 N 1/4 N W 1/4S 15 T 28 N/R19 W Township Troy Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. 3/4" or 2" pipe System Elevation TBD *HRPSame as Benchmark 11 un Bird Scale = 1 /4" = 10'