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Home My WebLink About018-1008-90-025 (2)I I Wisconsin Department of Commerce .-REPORT Page of A — Division of Safety and Buildings 85 - V"'s he -n size pi-" rr� spy M) n ante h Comm 85, Mi. m. County ji� -S -�-. 'r 0').. Attach complete site plan on pape-rnUtiesarlhama 112 11 inches in size. Piari include, but not limited to: vertical and horizontal refere point'(BM), direction Parcel I.D. percent slope, scale or dimensions, north arrow. and I tion and distance to nearest road rl fl.on. S, 'w ed ed b DaILe Please print all inform fion. Ct"' F pu m Personal infomiation you provide maybe used for secondary u Property Owner Property Location /Is - 1/ T N R E (,,�W) PI�U,-Izl zp� Govt. Lot F11 *n S Property Owners Mailing Address —Lot # Block. # SLbd. Name or CSW bd 0 r) -}'L� --0, ) I t- �') ,9d f RJ'j City State Zip code Phone Number o city EVillage T Nearest Ro Ed New Construction Us esidential / Number of bedrooms � Code derived design flow rate 'Y -Y73 GPD 7— [3 Replacement Public or commercial - Describe: ---- Parent material Flood Plain elevation if applicable ft, General oornrnents and recommendations: L I ❑ F I Boring Boring rL4 pit Ground surface elev. r ft. Depth to limiting factor Cf' I in. Soil Ancilication Rate Horizon Depth 1 in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDff 'Eff#1 t _'Eff#2 2- :5C-1 Boring U Boring En W-Pit Ground surface elev. /o/l/ R. Depth to limiting factor in. Soil Application Rate_ -1 Horizon Depth Dominant Color Redox Description Texture Structure Consistence BoundaryRoots GPDff*Eff#1 "Eff#2 in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Z- �r- C T— LI/ Effluent #1 = B005 > 30 < 220 mig(L and TSS >30 :E 150 R)W Lmuenl FF/ = DULJS Z , .Z W CST Number CST Nam P"W Print) 690C) Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 540W1 &— 0-1 715-246-4516 / 2 — 1 Property Owner _ Parcel ID # El E�ong ri BoriF�]� # I Sift. Depth to limiting fader in.Ground surface elev. n9 Page of Soil Application Rate Horizon 1 Depth in. ci`� Dominant Color Munsell c F 3/ 2 Redox Description Qu, Sz. Cont. Color - Texture 1 Structure Gr. Sz. Sh. 2 r1, Consistence Boundary Roots GPDIff 'Eff#1 'Eff#2 3 �- 2"3 S! �- - - - C. I K Boring # LJ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz, Cont. Color Texture Fl:-] Structure Gr. Sz. Sh. Consistence Boundary Roots GPDtff 'Eff#1 'Eff#2 u Baring F-1 Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ pit Soil ication Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD& in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 Eftfuent #1 = BOD; > 3o 1220 mg1L and TSS >30 -- 150 mglL ' Etfiuenl #2 = BODY t 30 awA 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. SOO-1330 ( MI Eftfuent #1 = BOD; > 3o 1220 mg1L and TSS >30 -- 150 mglL ' Etfiuenl #2 = BODY t 30 awA 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. SOO-1330 ( MI . l Soil Test Plot Plan Project dame P.C. Collova Bldrs. Inc. Shaun B' Address P.O.Box 489' Somerset Wi 54025 CS #226900 Lot 58 Subdivision Farm View Ridge II Date 11 /13/05 E 1/2 NE 1/4S 5 T 29 N/R1 7 W Township Hammond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of 1/2" Pipe System Elevation 102.1' *HRpSameasBenchmark Alternate Benchmark Top of Lath C 103.0' AtI.B.M. B.M. 194' Property Line 70' .e Scale is 1" = 40' unless otherwise noted Please note: Surveying was not completed at the time of testing, All lot lines and setbacks will need to be field verified prior to installation! B-3 % Slope 100 5,Soil Test may not be suitable for owner's desired building location, if tested area is B-2 disturbed or a different area is desired, a new soil test will 15 ' need to be done! 101.5' 435' Property Line ki .UNP-LAT-U JANDS NORTH LINE OF THE NE 1/4 OF TH N 89'52'25" E d—ru on nam 1 -41,7 r, V -------------- [�-50.00' OUTLOT 1 N 89'52'25' E 1284.52' g LEGEND: TD) PROPOSED DRIVEWAY LOCATIONS BUILDING SETBACKS 12' UTILITY EASEMENT DRAlNAGE EASEMENT LINE 58' JOINT DRIVEWAY EASEMENT FOUND 1 1/4' IRON PIN FOUND t31" tRON PIPE 1. COUNTY MONUMENT L Q 0 N O: All A e 04 lk"t Q LOT 131162 Ho 3.01 A 0 " 49'22- ri 1725. 71 6~ LOT 72 67351 5 F. . �, Ac. SEE SHEET 2 OF 2 DRAINAGE EASEMENT NOTE: NO OVMER OR RESIDEN7 SHALL DO AmY7HjNG "ICH WOULD INTERIERE PATH OR CHANGE THE OPERAT6CN OF THE APPROVED COMPREHENSIVE WATER DRA94AGE AND S9L ETC" RAN FOR THIS PLAT. ws INCLUDES OUT IS NOT LRAM TO BUILDING UPON. OBSTRUCVNG ALTERIINC, I`ILLINiS, OR EXCAVAMNO OR KmTtHG IN ANY Pon EAsEmENM wATER DRAINAGE OITCHM WATER RUNWAYS. WATER CULVERTS, BERMS DR CRASS SEEDINGS NOTE: