Loading...
HomeMy WebLinkAbout026-1056-30-100 (2)'f Safety and Professional Services A� SOIL EVALUATION REPORT 1 U 2024 In eordance with SPS 385. wis, Adm. Cede County Attach complete site plan on paper not Ipss than 8 1 x 11 inches in size. Plan must include. St.Croix but not limited to: vertical and horizontal re' int (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and locatio stance to nearest road. Please print all information. Reyje46 b Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Page cf,A— CS T - 202-'l -010, Property Owner Property Location Karen Basel jr 0., Govt. Lot SE 'i NW v, s 1 T 30 N R 18 E (or) w Property Owner's Mailing Address —:7Site Address r C and Lot #; 1462 95th St. Jam(, Lot 2 ; City State Zip Code Phone Num ❑ City ❑ Village W Town Wearest Road New Richmond Wi 54017 ( ) Richmond 95tt1 St. o New Construction Use: ❑11 Residential/ Number of bedrooms 3 Code derived designftow rateD—GPD ❑Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable NIA ft. I Parent material OutwaSh VZ O SC XCK- General comments and recommendations: System type: Conventional illy Y V Y` Boring Q # ❑Boring 96.0 1 1 0 Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDrFt2 'Eff#1 'Eff#2 1 0-16 1Oyr3/2 none SI 2m9r mfr cs 2m .6 1.0 2 16-48 1Oyr5/4 none CI 2msbk mfr gw 1f .4 .6 3 48-110 1Oyr4/6 none S Osg ml n/a n/a .7 1.6 i Boring # ❑Boring 94.4 ❑■ Pit Ground surface etev. ft 110 Depth to limiting factor in. I elev. ft, Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPOIFt` 'Eff#1 'Eff#2 1 0-8 1Oyr312 none SI 2mgr mfr cS 2m .6 1.0 2 8-36 1Oyr5/4 none CI 2msbk mfr gw 1f .4 6 3 36-110 1Oyr4/6 none S Osg ml I n/a n/a .7 1.6 1112-- CST Name (Please Print) Sig CST Number Shaun Bird 226900 Address valuation Conducted Telephone Number 1432 120th St. New Richmond Wi 54017 4 715-246-4516 Effluent #1 = BOD > 30 5 220 mg/L and TSS ? 30 5 150 mg/L " Effluent #2 = BOO, 5 30 mg1L and TSS s 30 mgIL SBD-8330 (R04121) Page of 73, Boring # ❑ Boring 97.0 0 Pit Ground surface elev. ft. Depth to limiting factor 1 1 O in. / elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Gi '11 '1 1 0.14 11 node SI 21 1 CS 2m .6 1.0 2 14-54 10yt514 none CI 21 mfr gw 1f .4 .6 3 54-110 ; 10yli none S Osg ml nia n/a .7 1.6 ❑ Boring # [] Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. 1 elev. ft- Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Gi 'Eff#1 'Eff#2 ❑ Boring # ❑ Boring 0 Pit Ground surface eiev. ft. Depth to limiting factor in. / elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont_ Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Gi 'Eff#1 'Eff#2 ' Effluent 41 = BCD > 30 5 220 mglL and TSS > 30 5150 mg1L ' Effluent #2 = BOD, 5 30 mglt_ and TSS 5 30 ri Soil Test Plot PI Project Name Karen Basel Address 1462 95th St. 1N; 4017 n Bird New Richmond i 5 /�te STM #226900 Lot 2 Subdivision ------- 6 5/2/24 SE 1/4 N W 114S 19 T 30 N/R18 W Township Richmond Boring Well PL Property lane County ST. CR©IX IL 13NI or Assume Elevation 100 ft. Top of well System Elevation TBD *HRpSame as Benchmark SOIL BORING - — -940- — - INDEX CONTOUR INTERMEDIATE 2 - FOOT CONTOL - - BUILDING SETBACK CERTIFIED SURVEY MAP C.B.A. CONTIGUOUS BUILDABLE AREA LOCATED IN PART OF THE SE 1/4 OF THE NW 1/4 AND PART OF THE NE 1/4 OF THE SW 1/4 OF SECTION 19,TOWNSHIP 30 NORTH, RANGE 18 WEST, TOWN OF RICHMOND, ST. CROIX COUNTY, WISCONSIN; 12-25 SLOPES BEING LOT 1 OF CERTIFIED SURVEY MAP VOLUME 11, PAGE 4539, RECORDED AS DOCUMENT NO. 725496. THERE ARE NO SLOPES OVER 25% LEGEND OCOUNTY SECTION CORNER LOCATION OF RECORD -MONUMENT AS NOTED NORTH 1/4 CORNER FOUND 1-1/4" DIAMETER IRON REBAR SECTION 19 (ALUMINUM MONUMENT) FOUND 3/4" DIAMETER IRON REBAR SET 1" OUTSIDE DIAMETER X18" LONG IRON PIPE O WEIGHING 1.13 LBS./LINEAL FOOT SEPTIC TANK L, WELL _ coy .5 v SURVEYOR: MARK D. MCCLENATHANAUT/ f 2920 HENOLOE ST.ISUI & 101OCIATES `` FagS nD ;LOT 1 HUDSON, WI 54016 TOTAL AREA: 106, 711 SQ. FP (2.450 ACRES) f ry AREA EXCLUDJNG R/W: r PREPARED FOR: — 950`97,6j5SQ. Fri (2.242ACRES) KAREN BASEL ( Q.BS� ^29 ACRES / oo Ln 1462 95TH STREET j *56,13"E * p_,IAINf E D �F/ SIN (, NEW RICHMOND, WI 54017 -V *34 77` I O 7 1 L r vp z 8"E 17.46' / Q �/` Q m �) /r m CL ® o�/ LOT / �, / TOTALcr- AREA- 9 0 � / / � % 321,541 SQ. k7. (7.382,ACRES) AREA EXCLUD7 'VG R/W: /294,681 ' ��r`, 294, 681 SQ. FT. (6.705 ACRES Nam/ / ~ nQ 3 v O _ C) � ~ M� mod/ U / C.B.A.=4.13 ACRES N~ 1 / a AST-W T 1/4 LINE 4 as n �-✓- ^�. THE NORTH -SOUTH 1/4 LINE 0F\©�p�/9;50� 4~ SECTION 19 BEARS N00"00'10"W BASED UPON THE ST. CROIX COUNTY COORDINATE SYSTEM SCALE: SOUTH 1/4 CORNER I SECTION 19 0 150 300 (1-1/4" REBAR) CONTOURS, SLOPES, CBA & SOIL BORINGS