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Home My WebLink About018-1039-10-000 porn #2128 visoonsin SOIL EVALUATION REPORT Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel LD; Please print all information. IRviewe / Personal information you provide may be used for sec cy Law, s. 15.04 (1) (m)). lC~7i= ~t Z L Property Owner Property Location Gerald And Michele Kerber Go t. Lot na NE1/4, NE1/4, S18, T29N, R17W Property Owner's Mailing Address Q1 Lot # Block # Subd. Name or CSM#~f 1593 100th Ave :Z7 6 6.77 Acers CSM Y O~ (3OFer Y g Town Nearest Road Cit Stat 6~1 Cit Villa e Hammond W - Hammond 160Th St New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement _ J Public or commercial - Describe: na Parent material Ridges of ground moraines underlain by weathered sandstone Flood plain elevation, if applicable na ft. General comments Mound design, system elevation 99.68ft based on contour line elevation 98.1 Oft. Minimum 19 inches ASTM mound sand. and recommendations: S` le)~ lei ~4 -1,V ~c F -1 Boring 1 Boring # Pit Ground surface elev. 98.10 ft. Depth to limiting factor 32 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistency Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 `Eff#2 0-12 10yr3/2 none sil 2msbk mfr cs lvf 0.6 0.8 ~n 2 12-32 10yr 4/4 none sicl 2msbk mfr cs 0.4 0.6 3 32-48 10yr 8/2 c2d 7.5yr5/6 sand stone residumm na na .0 .0 ❑ Boring # - Boring Pit Ground surface elev. 98.10 ft. Depth to limiting factor 17 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. IT*Eff'12 A j 1 0-8 10yr3/2 none sl 2msbk mfr cs lvf 1.0 2 8-17 10yr 4/4 none ms osg ml cs 1.6 3 17-30 10yr 8/2 c2d 7.5yr5/6 sand stone residumm na na .0 .0 Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD5 < 30 mg/L and TSS <30 mg/L CST Name (Please Print) ig CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 1699 150th St New Richmond, WI 4017 5/17/2010 715-760-0347 SBD-8330 (R.07/00) 11 Property Owner Gerald And Michele Kerber Parcel ID # Page 2 of 3 a , Boring 3 Boring # Pit Ground surface elev. 96.70 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 i~ 1 0-11 10yr3/2 none sil 2msbk mfr cs 1Vf 0.6 0.8 2 11-24 10yr 4/4 none sl om na cs 0.2 0.6 3 24-36 10yr 8/2 c2d 7.5yr5/6 sand stone residumm na na .0 .0 F7 Ji 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L ' Effluent #2 = BODS < 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. SBD-8330 (R.07/00) Steel's Soil Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel Gerald and Michele Kerber 1699 150th St CST-POWTSM NE1/4NE1/4,S18,T29N,R17W New Richmond. WI 54017 Lic. #248956 Town of Hammond, St. Croix Co Direct 715- 760-0347 CSM Lot 6 Fax 715-246-0318 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. Legend N I"=40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark El, 98.35 ft r ' (ro R- Top of 3/4" pvc pipe ❑ = Borings r Boring Elevations B1 = 98.10 ft Q~ B2 = 98.10 ft Lr ('2 B3 = 96.70 ft r r z B4 = 0.00 ft 83 Sly jlv✓ S Lw.~ t~~ _ 7 /Q AP CERTIFIED SURVEY MAP LOCATED IN PART OF THE NE1/4 OF THE NE1/4 OF SECTION 18, T29N, R1 7W, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN; BEING LOTS 3 AND 4 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 16, PAGE 4282. ~~Jliy.L~LO~`t~L~L~ L~la\U~JO~~ 1 OOTH AVENUE I MOO L. go p- G. ) m v (N89°54'44"E) N1/4 CORNER - - - - - - - - - - - - - - - - -1 ~ - SECTION 18 N89°3 '30"E N89°33'30°E 372.01' - Q _ NE CORNER OWNER 2270 18 -ri 200.46' 171.55' tO SECTION 18 _ _ GERALD AND MICHELE KERBER NORTH LINE OF THE NE' 200.46 6 138.55' 1593 100TH AVENUE °o L N89°33'30"E 339.01' I HAMMOND, WI 54015 (N89°54'44"E) M L\0 JO ~2 \\YLOT 5 i BBRRIAN'A`ND KAREN BLOK HOUSE o_ 978 160TH STREET 1 w HAMMOND, WI 54015 o N I Z m - W I I ? SURVEYOR ~i O m m p o M N I EDWIN C FLANUM c m I w NORTHLAND SURVEYING, INC. OL o I I J P.O. BOX 152 AMERY, WI 54001 LS':J~ w C rMOUND SYSTEM LOT 5 AREA O O -----------ELEV. = 1041.78 7 2.00 ACRES INC. R/W 0 C) ~ o BENCHMARKS 1 33 33' 1 ~ 87,203 SQ. FT. w w v OELEV. = 1041.1U O 0 O in, 1.85 ACRES EXC. R/W w w w w w N 80,588 SQFT Z w v+ m LOT LOT 7 AREA N -----------6 Q O o o N 2.51 ACRES INC. R/W w MI M 09466 SQ. FT. z z - L5`J CSctiJ v w o m r 1 N 6.77 ACRES INC. R/W - O ¢ F ¢ o i 294,834 SQ. FT. o °o I m W r 2.29 ACRES EXC. R/W w a w cr 1 w O 99,756 SO. FT. m w m O N 3: w 5.89 ACRES EXC. RW M I W M N° 256,371 SQ. FT. I N w N o N 0 m Z z 01 I ca MONUMENTATION FOUND' I FROM COMPUTED LEGEND POSITION O N82°53'26"E 0.94'~~ i 6 I 1" STEEL SURVEY MARKER FOUND ® N77°53'01 "E 0.77' o % 1 5/16" O.D. IRON PIPE FOUND 1" O.D. IRON PIPE FOUND © N79°28'11"E 0.69' i S89°3152 bi - 3/4" IRON REBAR FOUND N83°22'42"E 0.67' ° 339.01' b o% 3/4" X 18" IRON REBAR SET WEIGHING ® N72°48'50"E 0.44' N m ° ❑ I \ 1.50 LBS. PER LINEAR FOOT S28°03'58"E 0.89 ❑ 1 I ♦ SOIL TEST ® S08°19'45"E 1.14' --1 I Q SEPTIC VENT R N S49°50'12"W 1.17' rn N m v N N LOT v I 1 ( ) PREVIOUSLY RECORDED DATA L~00 4, ® © N I ~ (N89°54'47"E) 33.00' © 339.01' 171 $8903 '36' 72.01 w SCALE IN FEET 1" = 150' I /~5,~ G~ II~~~~~~SO\U,/T/HH LINE OF T M4 OF THE ~E1/4110 z01 e! MENNOW LOS U 2 CGio 13. K. IJII Io V':J Su U ;/o L) (a. S 00)r-D IN~VI °150 O 150 THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON E7 /4 CORNER b m JOB NO. 10-37 DATE 5-12-10 SECTION 18 ' SHEET 1 OF 2 SHEETS