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HomeMy WebLinkAbout020-1104-30-050 (2) 1760 / Wisconsin Department of Com NOV 2 1 2001OIL VALUATION REPORT Page I of 3 ' :north CEIVED Division of Safety and Buildings accordance with C m 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations 1X COUNTY County Attach complete site plan o tPrl in ize. Plan must St. Croix include, but not limited to: vertical a t B) direction and percent slope, scale or dimensions, arrow, and location an ' tance to nearest road. Parcel I.D. • l~J prt of 020-1104-30 Please print all information. Revi D e Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). . Property Owner Property Location Thomas J. Feldman Govt. Lot SW 19 SW 1/4 S 34 T 29 N R 19 W Property Owner's Mailing Address Lot Block # Subd. Name or CSM# pO ~ ~g V/ Liq, mo M f~~w -Pro 604 Gilbert Road 2 City State Zip Code Phone Number ity 1 Village Town Nearest Road Hudson WI 54016 715-386-3609 Hudson White Oak Dr. New Construction Use: jej Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial -Describe: Parent material Glacial outwash Flood plain elevation, if applicable na General comments and recommendations: Install two trenches at elev. 95.00' using 28 leaching chambers. ❑ Boring # _i Boring Pit Ground Surface elev. 99.48 ft. Depth to limiting factor >106" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Colo Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/2 none sil 2fcr mvfr as 2fmc 0.5 0.8 2 9-22 10yr4/3 none sil 2fsbk ds cW 2fmc 0.5 0.8 3 22-33 10yr5/4 none Is 1 msbk ds cW 2fm,1 c 0.7 1.2 4 33-58 1Oyr4/6 none s 0 sg dl 9W if 0.7 1.2 5 58-106 10yr5/6 none s 0 sg di - - 0.7 1.2 a Boring # Boring Pit Ground Surface elev. 99.73 ft. Depth to limiting factor >108" in. Soil Application Rate Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPD/f? in. Munsell Qu. Sz. Cont. Coke Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 10yr32 none sit 2fcr mvfr as 2fmc 0.5 0.8 2 4-9 10yr4/3 none sil 2fsbk ds cw 2fmc 0.5 0.8 3 9-33 10yr5/4 none sil 2fsbk dsh cW 2fm,1c 0.5 0.8 4 33-38 10yr4/6 none Is 0 sg dl 9W if 0.7 1.2 5 38-108 10yr5/6 none s 0 sg dl - - 0.7 1.2 1 L I I I * Effluent #1 = BOD ? 30 < 220 mg/L a TSS >30 < 1 mg/L uent #2 = BOD <30 mg/L and TSS <30 mg/L CST Name (Please Print) Signatur CST Number James K. Thompson . 3602 Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, W154020 11/132003 715-248-7767 1 . Property Owner Thomas J. Feldman Parcel ID # prt of 020-1104-30 & 0440-1077- Page 2 of 3 3] Boring # ! Boring Pit Ground Surface elev. 98.52 ft. Depth to limiting factor >92" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 1 0-8 10yr32 none sil 2fcr mvfr as 2fmc 0.5 0.8 2 8-17 10yr5/4 none sil 2fsbk ds cw 2fmc 0.5 0.8 3 17-31 10yr5/4 none sl 2fsbk dsh cw 2fm,1c 0.5 0.8 4 31-35 7.5yr4/6 none Is 1msbk ds cw 1f 0.7 1.2 5 35-45 10yr4/6 none is 0 sg dl 9w - 0.7 1.2 6 45-92 10yr5/6 none s 0 sg dl - - 0.7 1.2 ❑ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F-I Boring # _j Boring J Pit Grind Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu_ Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 ~I " Effluent #1 = BOD ? 30 < 720 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 <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 format, please contact the department at 608-266-3151 or TTY 608-264-8777. 760 9'~ ~~t~ur f1C. 64 7 c/O O~ 3~0 rt'ebGt!' SAO' 63 ~ t t t ~<< I~~oP I£. B. "70,0 0{ 3/S/ "/0 e. 70 " Pc 3o~'3 S U~Q V5 y /111 A P J U L6. NO. r- - l 4 T :7 o ••7 q s J. Fe !d rh a r7 r1 Tf-Q H L.; d.5 o I,7 ~r o y Ta o,-) S J7 I S 7 Cr'o i X Co U n 7'y Vb'"i" S I N -YE Z _ hereby cer y s this Map is 8 true s nc correc t r© arese.ile lion C" 36s. o 7(P-r S5c TZaA4 9w 7-hpipes 1s the Thom8 JFe1dr-v: a -1d s hoti s 3 t; i E j o , c_w e - I l i :3 i t s t; t tF ~ : . Nov. 30, 1972 • _ F n, ~_-smeared ~ nd we yor W / 0 C I o Frcr e c~' we n9 ~ ,r / ~ CT Incdiccp40 s "kan vice s t a.c~ Z O c) GHo2D 27°39 E 71 zz 7S ORD 73 87 C ~L . X J,5 7. __r,~` ROAD DAT E SC LE~ _/00, ' - ( GRUB a MURPHY DRAWL CHECKED LOC. 28 ~y CONSULTING ENGINEERS 3 f _ 29 1g RIVER FALLS, WI. __Y . c29-0(-1 CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW 1/4 OF TEE NW 1/4 OF SECTION 3, T28N, R19W, TOWN OF TROY AND IN PART OF THE SW 1/4 OF THE SW 1/4 OF SECTION 34, T29N, R19W, TOWN OF HUDSON, ALL IN ST. CROIX COUNTY, SURVEYOR: o;. WISCONSIN. DOUG ZAHLER S N LAND SURVEYING, INC. 2920 ENLOE STREET HUDSON, WI 54016 fats ABED FOR: F~tEP TOM FELDMANN W 604 GILSERT ROAD /1►. \ \ HUDSON, WI. 54016 NN yj 01L 10- ele mum • : ~O\ lu / LOT 2 _ LOT '1 2.83 ACRES \ 2.01 ACRES (110,309 SO. F.T) \ (870544 SO. F.T) ` \ :0& HOUSE \ i 410 ® S.UNEOFTHESWI/4 SW COR. EXISTING OF SW1/4 OF SEG. 84 SIM COR. SEC. 34 SEPTIC - TOWN OF HUDSON SEC. 34 AWN j 880.21' 247.73' 188.94' s 1341.39 _ r r~j 416.6T ,42W 2838.20' b,1 N. LINE OF THE NW114 1/4 COR. f NW COR. SW40' SEC. 3 jf 0~'~• OF NNN 4 OF 390. 3 SEC. 3 OUTLOT 1 •5~ 1.21 ACRES a (52,868 SO. F.T) \ - - - - NOTE_ OUTLOT 1 IS AN UNBUILDABLE PARCEL UNDER CURRENT LOCAL ORDINANCES AND MUST REMAIN UNDER COMMON OWNERSHIP WITH LOT 2. 389°98'97 lOG1.61' 1040.88 i \ NUMBER RadiUe Length Centre! Angle Chord Bearing Chord Length Are Length Tangent In Tangent Out G1 631.91 40°30'00' N37'37'26'E 437.43 446.67• N57'62'28'E N17'22'251E C2 487.67 30°13'09' S41'13'04`E 254.34 267.31 S58'19'38'E $26W30'E C3 1176.82 03°00'20" $27 3034"E 61.73 61.74 S26°08'd4'E S28608'4a'E LEGEND EC. 3 COR. S FOUND ALUMINUM COUNTY SECTION SEC. CORNER MONUMENT FOUND 1' OUTSIDE DIAMETM IRON PIPE 0 SET 11 OUTSIDE DIAMETER BY 18' LONG IRON PIPE, WEIGHING 1.13 LBS, PER LINEAR FOOT p0000Q PREVIOUSLY RECORDED DATA SCALE IN FEET V = 150' F PROPOSED DRIVEWAY BUILDING SETBACK LINE 150 0 150 THIS INSTRUMENT DRAFTED BY: WES ANDERSON JOB NO. 6378.01 DATE: 1/19/2003 REVISED: 8-0604 SHEET 1 OF 2 SHEETS