Loading...
HomeMy WebLinkAbout040-1328-32-000 Lot 38A a1 ' 2-40= D v'� Wisconsin bapartmerilk of Comme4le 20ff IL iALUATION REPORT Ot Page -D(Msion Of Safety anc', Suidne"is MAY 3 1 *I-znrg V�ffi r% Vt h t L St. Croi(�purgy, com-plete she pn laon pa==�=LY, f i riches- i. s(zr=. Plw) musi lrn�ud,e, bLA not, 11.mit&t to., veit Ii 'J; dirrection and' percent siope, scair; or dimensions, nortt, arro%&v,, and location, and distance VC.nearer road. a Flea..se print a// information, Plersonsi inforr, matior, you provide mas- be usedx se=ndary purposes (PrivaCy Lxv,,,E. I l.04 (1) (m))- L] Bonrvg qs Pit Ground surface elev.470 Loft Depth tc limiting factor hW in. I Snil Anslination Rate Depth in. Do.-ninant Calx" Munseli Recbx Descripban Ou. Sz. con.t. CSC Texhr. e Structure Gr. SZ- Sh. Consistence Boundary ll Roots GPOIff *Eff#1 *Eff#2 L FF 7- 171. IF Ir BOAW # j6odng Pit Ground surface elev. IZ91, 0. ft. Depth to limifing factor ain. I Sail Annfiration Rate i Horizon Depth in. Dominant Color Munsell Redox Description Eau. Sz. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDtff *Eff#1 *Eff#2 V Z— on IyAedo 2LLL B.'Ir 3'7 * Effluent fl = BOD. � 30 < 220 ni;4 and TSS >30 5 150 MOV Effluent #2 = BOD. < 30 mg& and TS5 < 30 ff)WL CST Name (Please Print) rature CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, W154617 > '50-� 715-246-4516 L,2 Property Owner Parcel ID # Boring # Boring a:it Ground surface elev. ft. Page Of - -- Depth to limiting factor in. I Soil Armlication Rn-t-p-1 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 !2]5 r [1� S 't L 4k) 2 16 toyr AA • Boring Boring # Ground surface elev. L7bi P D t limiting factor in. / 31 1 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 -j &9 r tojj/% - L 1 11 D V r q/to Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. FSo7il —Application Rate Horizon ')epth in. Dominant Color Munsell Redox Desaipbon. Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff *EfW, Eff#2 Effluent #1 = BADS > 30 < 220 mgIL and TSS >30 < 150 mg/L Effluent #2 = BOD5 f 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 for -mat, please contact the department at 608-266-3151 or T7Y 608-264-8777. SBD-8330 (R.6/00) in Bird Soil Test Plot Pl Project Name Oevering Investments Address 1433 Cernohous Ave Suite A New Richmond M -r;Anl 7 STM 4226900 Lot 38 Subdivision Vistas of St.Croix 1st. pat 5/26/22 N 1/4 N W 1/4S 15 T 28 N/R1 9 W F] Boring Q Well PL Property Line 6, BM or VRp Assume Elevation 100 fit System Elevation TBID P, Township Troy County ST. CROIX 3/4 )1 or 2 )1 pipe *HRpSame as Benchmark Scale - 1/4" . 10'