Loading...
HomeMy WebLinkAbout040-1331-35-000"JO o 22, - o U EVALLJ TION REP C3) T. Msconvn [';'_-epartment of Co;, fnef-c* I t , MAY 3 1 2022 SO- A Pace of Dtvsio,-, of Scafetty ar wit Buiidin,, tr. a=-Oanc6 VAV-i �Ojo, r-n 8.5: 'Afts. Ad.7,, Cone St. Croix 'County �-JLSch cornpiete site plan 011 Gac_ipfmqll its 6 64r" 6 rj!tch S ir, SiZa. Plan must TI ULIO I ai lu ! V_; tl_u. Kd� f tvi Ur VI 11 include, bLff not lirnited to., (SM), directioin and lea r t-, 6 1. 000 -atior,, and distance tc nearesi Load. perr,ent slope scale or dimensions, no arrow,' an6 lox, ad. i - Flea'S e print all informatior. i ReN'ewed by Date P'ersonsl informitioou provide maybe ay Us-ec; far66=noary purp.-^_ets 'Privacy Law. t. I C�I ��I) (M t r v ry i F0. pm-Ir-Ft" I nr-=tin!7 I Pit Ground surface Depth to limitinggilactor in. r__11_� IL JF I C;nil Aonnlir.Rtin-i Depth Do.-ninant Colon R&:�Ox DesaiptXt Munseli QU. Sz. cont. cokX )Ilu7e Structure G,. Sz. Sh. Corzistence t Boundary Ropots GPDff *Eff#1 *Eff#2 �- /{ f J. -71 Cy, 6ZBohng # BPitoring % GAround st rface elev.Depth to limiting factor in. I -qnit Annfication Rmta 11 Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont Gdor Texture Structure Gr. Sz. Sh. Consistence ' Boundary Roots GPD/ff *Eff#1 *Eff#2 of MA .Now Effluent #1 = BOD, � 30 < 220 m;;rL and TSS �30 < I Effluent #2 r BOD. < 30 mg& and TS3 < 30 mg[L CST Name (Please Print) I nature CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 54(10�x 715-246-4516 t 3� Property Owner,,.._ Parcel ID # Boring # Boring 1t Ground surface elev./Zv ft. Depth to limiting factor in. Page of - Soil Aanlication Pain Fzon_. ]MEN: Redox Description Qu. Sz. Cont. Color Structure Gr. Sz. Sh. IME40 it". 0� ► PAU%jW Z11.t'�Gi1�fR�6���. Boring # Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Sail Aoolication Rate Boring # ❑Boring Ground surface elev. ft. Depth to limiting factor in. ❑ Pit - Snll Anollcation Rate Redox Description. Qu. Sz. Cont Color Effluent #1 = BODE > 30,1220 mg1L and TSS >30 E 150 mg/L ' Effluent #2 = BOD5 _< 30 mg/L and TSS 130 n'WL 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. S8134330 (R.6=) Soil Test Plot Pla Project Name Oevering Investments S n Bird Address 1433 Cernohous Ave Suite A New Richmond Wi 54017 STM STM #226900 Lot 35 Subdivision Vistas of St.Croix 1st. Date 5/26/22 N 1/4 N W 1/4S 15 T 28 N/R1 9 W E:] Boring Q Well PL Property Line 6, BM or VRp Assume Elevation 100 ft System Elevation TBD Township Troy County ST. CROIX 3/41) or 2 )) pipe * H R pSame as Benchmark Scale = 1/4" = 10'