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HomeMy WebLinkAbout030-1066-10-010 (3)FEB 0 6 2024 Wis. DepL of Safety and Profe L, ry s S IL EVALUATION REPORT Page af, Division of Safety and Building %Gfa S C� RV Laml�Wlllj' Q$Yl� fn�' S 386, Wis. Adm. Code County Attach complete site plan on paper not less than S 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and arcel I D percent slope, scale or dimensions, north arrow, and location and distance to nearest road. y Please print all information. ev . by ,�7 Date Personat information you provide may be used for secondary purposes (Privacy Lew, s. 15.04 (1) (m)), 1 Property Owner Property Location J i.f - Govt. Lot 114 ,! 114 . " T j? N R C E (or Property Owner's Mailing Address Lot # Block # Subd. Name CShAII �i i ')1, I City Stake Zip Code Phone Number City Village STown Nearest Road New Construction Use:93 Residential 1 Number of bedrooms j Code derived design flow rate � AFL GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material nr, 71 Flood Plain elevation if applicable 414 fl U ft. General comments r and recommendations: / iRnrinn ! Boring # `-- 1 ❑ pit Ground surface elev. ft. Depth to limiting factor j r in. Snit Anntir-Minn Ratty Horizon . Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPDIft ff#1 ` ff#2 E Boring # Boring © Pit Ground surface elev.ft. Depth to limiting factor in. Soil Annliratinn Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Donsistence oundary Roots GPD1ft = ff#1 if#2 G Va l Effluent #1 = BOO > 30 < 220 mg1L and TSS >30 150 mg/L ' Effluent #2 = BOO < 30 mglL and TSS < 30 mg/t CST Noma (PI Pr i h /Sigrinture CST Number Address Date Evaluation Conducted Telephone Number Property Owner //>z is ( 75�%` Parcel ID # Boring # ❑Bonng JM Pit Ground surface elev. c9. - ft. Depth to limiting factor _ice`.-,:2Z:_-_ in Page ._ of Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Stnncture Gr. Sz. Sh. sistence BourAary Roots ' GPD/ft 2 ff#1 ff#2 _ , 1 Bodrwj # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Redox Description Qu. Sz. Cont. Color Boring # ❑ Boring Pit Ground surface etev. ft. Depth to fimiting factor in. Soil Arrolication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu, Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPDIft z ff#1 fif#2 ' Effluent #1 = BOO s > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD < < 30 mg/L and TSS < 30 mg/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, contact the department at 608-266-3151 or 7TY through Relay. srro.asrocatsrcct a � l mar i 1� CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW 114 OF THE SW 114 OF SECTION 25, T30N, R19W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. W W En CERTIFIED SURVEY MAP LOCATED IN PART OF THE NE 114 OF THE SW 114 OF SECTION 25, T30N, R19W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. SCALE NORTH 1"= 150' PREPARED FOR: DAN ORF an 80 780132NDAVE. HUDSON, WI54016 l �n SURVEYOR: DOUG ZAHLER AUTH CONSULTING & ASSOCIATES 2920 ENLOE 5TRE£T SUITE 101 HUDSON, WI54016 s CURVE DATA TABLE SURVEYOR: DOUG ZAHLER AUTH CONSULTING & ASSOCIATES 2920 ENLOE 5TRE£T SUITE 101 HUDSON, WI54016 s CURVE DATA TABLE RADIUS CENTRAL CHORD CHORD ARC TANGENT TANGENT NUMBER LENGTH ANGLE BEARING LENGTH LENGTH IN Cl 258.00' 30°40'28" N15"59'11"E 136.48' 138.13' N31°19'25"E NO'384 133RDAVENU_E l ,46 (TO-BEDISCONTINUED)- �3' 1� Ls£E rv� ) 11 , > -, 52 LLJ cnI 325(00' i 9,1LLJ ^� .�I 25 u 4 cc)w �tp \ �N ��� _ � ` N39°44'43"W1 J 132ND AVENUE r r _L 1 z '59' - _-AtCtSS EASEMENT7{iLOTI / VIA_5EPA ATEOCUMENT rA► to F,LOT 1 51,281 SQ FT. j3.473 AC.I TOTAL AREA 31,244 50. FT. (3.013 AC. EXCLUDING R/W LEGEND ®FOUND ALUMINUM COUNTY SECTION CORNER MONUMENT O SET 1" OUTSIDE DIAMETER BY 18" LONG IRON PIPE, WEIGHING 1.13 LES. PER LINEAR FOOT CONTIGUOUS BUILDABLE AREA (CBA) UNPLATTED !ANDS OF ORF r / N1/4 CORNER I°15'33"E957.11' _S00°44'27'IVYI _ SECTION2.5, 24.75' � 591.96' < � `, 591.96' 89°15'33" \ J 589°15'33"E 916.96' \ 21 EXISTING SHEO % 4O i 2,-- 29-"46 SQ FT. j6.6K9 AC} TOTAL AREA ` ~ L71) L4 - 276,295S0>FT (6.343ArLEXCiUOINGR/W - '� r , — - . q 40 -- -AWE&ND Aq 1 \ 1 INOICi�Tdg SOILS / xjk- 9 • \ \ I A . "' , . ' 1 689.89' C -\-NB9i6'27"W 936.48' SOUTH LINE OF THE NE114 OF THE S W114 < UNPLATTED LANDS OF LFWIS MCKAY LLLP ( / J i o z� L00, en N _ z ( 1N a m 9°57'40"W ^� 268.50' W _ S1/4 CORNER SECTION 25 O