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HomeMy WebLinkAbout022-1017-70-010jr r) & Professional Services 31sin Page 1 4 Of h'' 1 ,of I stry� Services .,,APR 04 2023 SOIL EVALUATION REPORT C 5 T- 202,3-011, ,l, ,.,; Z-1 In accordance with SPS 385, Wis. Adm. Code County Attach complete site plarf-on','paoe�r h6t-4eis' than 8 /2 x 11 inches in size. Plan must include, site ST. CROIX but not limited t ve(jioM and -ho0ibvit4l 4�*�bint (BM), direction and percent slope, Parcel I.D. � scale or dimensi o , and location and distance to nearest road. 022 - 1017 - 70 - 010 Please print all information. R Dgte Personal information you provide may be used for secondary purposes (Privacy Law, s. 15-04(1)(m)). Property Owner Property Location EI tN JOHN D. & CANDACE R. BETTENDORF V Govt. Lot SE 1/4 NC14 S 07 T 28 N R 18 RAft W Property Owner's Mailing Address Ir 7 Site Address or CSM and Lot 970 COULEE TRAIL 0 C sr, 4k, Ste, City, State, Zip ROBERTS, W1 54023 Phone Number 715 821 - 6232 LJ City LJ Village LA Town KINNICKINNIC Nearest Road C.T.H. SS EjNew ConstrLw,t Use: W Residential/ Number of bedrooms 4 Code derived design flow rate 600 —GPD El Replacement El Public or commercial — Describe- Flood Plan elevation if applicable 2-::Lo,�-t,) Parent material LOESS OVER TILL neral winments a/nO �ecQmrnendations: GEOMAT MOUND SYSTEM — 0.6 LOADING RATE �v V I vtn IV Burin # g wintet conditions. mostly cloudy, 1 flubt F1 Boring L Pit Ground surface elev. 99.55 ptii�to ("I\ inin factor 15 in. elev. 98.30 ft. Soil Application Rate ak� �C Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-9 7.5YR2.5/2 sil 2fsbk&gr mfr as 1 vf-f 0.6 0.8 2 9-15 7.5YR4/4 d 2fabk mfr as 1 vf-M 0.4 0.6 3 15-20 7.5YR4/4 m 1 f 7.5YR4/6 d 1 fabk mfr as 1 vf-f 0.2 0-3 4 20-27 7.5YR3/4 m1d 5YR3/4 scl orn mfi 1 vf-f 0.0 0-0 J Boring # [Boring (Pit Ground surface elev. 98.71 ft. Depth to limiting factor 15 in. / elev. 97.46 ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 0-10 7.5YR2.5/2 sil 2fsb-k&gr mfr as I of-M 0.8 2 10-15 7.5YR4/4 cl 2fabk mfr as 1 of-M 0.4 0.6 3 15-20 7.5YR4/4 m1f 7.5YR4/6 cl 2fabk mfr as bd-f 0.4 0.6 4 20-30 7.5YR3/4 m 1 d 5YR3/4 scl Om mfi as 1 vf-f 0.0 0.0 CST Name (Please Print) Signature,- --eST Number MARY JO HUPPERT (Hollister's Soil Testing & Design 224832 Address Date Evaluation Co-ndcted Telephone Number 25720 FIREFLY LANE, WEBSTER, WI 54893 03-03,2023 715-426-1775 Effluent *1 = BOO > 30:5 220 mg/L and TSS > 30:5 150 mg/L Effluent #2 = BOO, 5 30 mg/L and TSS:5 30 mg/L SBD-8330 (R03/22) JOHN D. & CANDACE R. BETTENDORF 0 0 Boring Boring # it F� Ground surface elev. 919.75 ft. Page 2 of 3 Depth to limiting factor 14 in./ elev. 98.58 ft. I Soil ADDliCation Rate I Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-9 7.5YR2.5/2 sil 2fa&sbk mfr as 1 of-M 0.6 0.8 2 9-14 7.5YR4/4 sicl 2fabk mfr as 1 Vf-f 0.4 0.6 3 14-20 7.5YR4/4 f1f 7.5YR4/6 d 2fabk mfr as 1 Vf-f 0.4 0.6 some rk fagments at Horiz cn 2&3 observe . v water at 36" Boring # © Boring Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. I Soil AmAcation Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh- Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 Boring # [] Boring Pit Ground surface elev. ft- Depth to limiting factor in. / elev. ft. I Soil Armlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont- Color Texture Structure Gr- Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 * Effluent #1 = BOD > 30:5 220 mg/L and TSS > 30 f, 150 mg/L * Effluent #2 = BOD, :5- 30 mg/L and TSS:5 30 mg/L I Page - � of PROPER-IFY OWNER: T"n1 T--�U'TTEVUVUF Legal Descrip-abon: ov- Ilig f\ELLi vy -T2-19t4, TV 4 Vj 14 U3 WOOD N Site location.- A-' cow -TAA%L 40 T. (except where noted) L�] == backhoe pit It",32,0 -p"Cg�-s North CERTIFIED SURVEY MAP LOCATED IN PART OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 28 NORTH, RANGE 18 WEST, TOWN OF KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN. PREPARED FOR: SURVEYOR: JOHN & CANDACE BETTENDORF DOUGLAS J. ZAHLER 970 COULEE TRAIL AUTH CONSULTING & ASSOC. ROBERTS, WI 54023 2920 ENLOE STREET SUITE 101 HUDSON, WI 54016 SCALE: 1 INCH = 100 FEET 100 50 0 100 Each Parcel shown on this map is subject to State, County and Township laws, rules and regulations (i.e., wetlands, minimum lot size, access to parcel, etc.) Before purchasing or developing any parcel contact the St. Croix County Zoning Office and the Town of Kinnickinnic for advice. Ln O2w 2O�t- SMALL TRACT i •+ �;o Q UJ ZwZOCoS89°12'20"E 3h6.18' o W --313.18' 3.00 a o LL B-1 Vie` NORTH u) Q ou 1 + A `33' Q +r B_3 r \ oI w s m v DRIVEW� QI � /EXISTING � C) �0' C. B. A. = 3.43 A CR ES co "' / ' LOTS 8 ' �i m ��, m o� '� ZD TOTAL AREA:: ' ti 208 811 SQ. FT. (4,794 ACRES) j I ;:T'' Lao) (,n� f •AREA EXCLUDING R1W., J 'Q ©,` W 41 192,714 SQ. FT. (4.424 ,ACRES) O - a- 00 > ri 0 �0 ' 1 .U 0 .-- 482 .99' ��' �33` ���. ,, l � -- _ —241.49' 3.00' f N88011/55" �is9' C LOT 6 1 LOT 7 J M ' o L • C.S. MVO L. 3+0, PG. '8653 LEGEND LEGEND COUNTY SECTION CORNER LOCATION 3�' SOIL BORING OF RECORD -MONUMENT AS NOTED Q FOUND 1-1/4" OUTSIDE DIAMETER IRON PIPE O SET 1" OUTSIDE DIAMETER X18" LONG IRON PIPE WEIGHING 1.13 LBS./LINEAL FOOT —940— — _ INDEX CONTOUR - - -- -- — --- INTERMEDIATE 2 -FOOT CONTOUR -- - BUILDING SETBACK C.B.A. CONTIGUOUS BUILDABLE AREA THERE ARE NO SLOPES OVER 25°0 CONTOURS, SLOPES, CBA & SOIL BORINGS