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HomeMy WebLinkAbout026-1302-07-000 (2) Wisconsin Department of Commerce OIL EVALUATION REPORT Page of Division of Safety and Buildings nce with Comm 85, Wis. Adm. Code County 5./-, C r , -~t Attach complete site plan on paper not s than 8112 x 1 inc t Petrel I D aj 7~ include, but not limited to: vertical and horizontal referen point / -7 percent slope, scale or dimensions, north arrow, and loca on and distance to nearest road. Review y , Date Please print all informs on. A U G 2, 5 2005 lZ 8 °S Personal information you provide may be used for secondary pu as (Privacy law, s. 15.04 (1) (m)). Property Owner ST. CROI I~ liocati S ONIN F 1/4:5 1/4 S T N R E( w ~~/lam v~--, p Mailing Address Lot # 81ock # Subd. Name CSM# ~Uis D X.~ / Village ~ Nearest Road/ y/ ❑ City ~ ~f Town ~y 1 State Zip j Phone Number 1 f von (7 /~1 2-X17-.:2 J7ma .L i"r.~. d...G.C - Code derived design flow rate Construction Us sidential J Number of bedrooms GPD ❑ Replacement ❑ Public or commerciI - Describe: D ECG` Flood Plain elevation if applicable /I Parent material --~j~ it and comments and 5 she ~l e vai /9Sr y d(, /f y A recommendations: , 6e z , ; -!3e ^ ate, ' Oft. Depth to limiting factor in. Soil ication Rate Boring # © Pit Ground surface elev. Boundary Roots GPD/ft? Horizon Depth Dominant Color Texture Structure Consistence Redox Description •Eff#1 •Etf#2 in. Munsed Qu. Sz. Cont. Color Gr. Sz. Sh. A rn r rl 02 nn Boring # Boring Apit Ground surface elev. L// Oft. Depth to limiting factor( Application Rata Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP Hp~on •Etf#1 •Eff#2 in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. S i ZM fi^ GS , O yl - S ~ , S i. 6 ( G~.~J tl II ~ 02 4 • Effluent #1 = BOD > 30 < 220 mglL and TSS >30 1150 Effluent #2 = BOD 130 mg/L and TSS < 30 mg/L CST Number CST Neff* (Please Prh) re ST Numb Bird Plumbing, Inc. Shaun Bird 226900 hone Number Date Evaluation Conducted p Address 715-246-4516 1008 192nd Ave, New Richmond, WI 54 17 Page of property Owner - Parcel ID # ❑ ring / Boring # it Ground surface elev. Dep to limiting factor soil ication Rate Is Roots GPCM Horizon Depth Dominant Color Redox Descripti on Texture Structure Consistence Boury •Ef1#1 •Eff#2 in. Munsell Qu. Sz. Cont. Golor Gr. Sz. Sh. 3/Z_ i 2 c 2 b n 3p ❑ Boring # ❑ E] Pit Boring Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Roots GPD/ft` Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary •Eff#1 'Eff#2 Gr. Sz. Sh. in. Munsell Qu. Sz. Cont. Color ❑ Boring ft. Depth to limiting factor in Boring # Ground surface elev. soil ication Rate ❑ Pit GPD/f~ Texture Structure Consistence. Boundary Roots Horizon Depth Dominant Col Redox Description . •Eff#1 'Eff#2 in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. • Effluent #2 = BOD < 30 mg& and TSS 30 ffKA • Effluent #1 = BODE > 30 < 220 rixyL and T~ 150 mglL a - the departmenmat 608-2G6-3151eoa TTY 608e264-8777. services or f format, service provider The Department of Commerce is an equal need material in an alternate 3808330 (RAM) Soil Test Plot Plan Project Name P.C. Collova Bidrs. Inc. ShauJBk* Address P.O. Box 489 Somerset Wi 54025 CS #226900 Lot 7 Subdivision 95th St. Site Date 8/05 NW 1/4 SE 1/4S 7 T 30 N/R18 W Township Richmond Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 95.5/95.0 *HRpSameas Benchmark Alternate Benchmark Top of 1/2" pipe Cam? 100.3' 315' Scale is 1" = 40' Property Line unless otherwise noted 101' 103' -2 30' 5°Io Slope 80' B-3 273' Property Line 20' B 10' 100' 20 1 B.M