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Home My WebLink About004-1017-71-200U Wit�� Division of Indus" Services County clx CcuntYmert S IL EVALUATION REPORT i `.� Develon accordance with SPS 385, Ms. Adm. Code ST CROIX Attach complete site plart paper not less than 8 1/2 x 11 inches n size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. PART OF Please print all information. R ' by Property Owner JERRY KIPPES Property Owner's Mailing Address CsTAai— a66 - 200 Property Location Govt. Lot Pit SW '% NW Y. 8 T 28 R 15 Lota I Block If Subd. a CSI Page 1 of 3 *A of In E (or) W 30 (0 7 35 City State Zip Code Phone Number ❑ Ciy ❑ Village ® Town Nearest Road ELK MOUND I WI 154739 I (715) 671-3063 I I CADY I C.T.H. -NW ® New Consbuction Use: ® Residential/ Numberof bedrooms 3 Code derived design flow rate 450 GPD /(►� "�" ❑ Replacement ❑ Public or commercial — Describe: r I 'hey Parent material GLACIAL OUTWASH & LOESS Flood Plan elevation if applicable N_.k it and recommendations: Recommend system elevation of 94.0' - 94.5, using a application rate of Dfi / 1.0 gal / sq it / day. 1 Boring Boring t ❑ Z x ® Pit Ground surface elev. 99.9 ft. Depth to limiting factor 111+ in. RM Ar"kM im Ra}n Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/FF •Eff/1 *01192 1 D-8 7.5YR 312 — 1 21gr mfr gs 2f 0.6 0.8 2 8-13 10YR4/4 — I 2fabk mir dw too 0.6 0.8 3 1344 10YR4/6 — sit 21abk mfr gW too 0.6 0.8 4 44-53 10YR 4/6 lid 7.5YR 5/8 & f2d 10YR 613 s8 lfabk mfr gi If 0.4 0.6 5 53-111 7.5YR 416 — grs Osg nil — — 0.7 1.6 if El Boring 0 pit Ground surface elev. 999.6 ft. Depth to limiting fads 11�, , `I �/ I RIW Amikr im Rafts I Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz -EfM -EfW2 1 0-9 7.5YR 32 — 1 211gr mfr gs 2f 0.6 0.8 2 9-14 1 OYR 4/4 — I 2fabk mfr dw if 0.6 0.8 3 14-35 10YR 416 — sit 2fabk mfr dw too 0.6 0.8 4 35-70 10YR 4/6 — sl tfsbk mfr gi 1f 5 70-118 10YR 4/6 — grs On ml — 0.7 1.6 t CST Name (Please Print) SignaW CST Number CHRIS FREDERICKS 618 Address Date Evaluation ucted Telephone Number 1 499 4 12 Ave, Clayton, WI 54004 8/19119 715.419.0127 xv-o.Nv lnv rat 3] Boring * ElBoring Spit Ground surface elev. 100.1 ft. Depth to limiting factor 114+ in. r �r CtM An dim,-21im Rwra Horizon Depth In. Dominant Color Mansell Redox Description Qu. Az. Cont Color Texture Stricture Gr. Sz. Sh. Consistence Boundary Rods GPD/Ff 'Eff#1 •EfF#2 1 0$ 7.5YR 3/2 — I 21gr mfr gw 2f 0.6 0.8 2 8-12 10YR 4/4 — I 2fabk mfr dw 1co 0.6 0.8 3 12-22 IOYR 4/6 — sill 21abk mfr gw too 0.6 0.8 4 22-40 IOYR 5/6 — S Osg ml gw 1m 0.7 1.6 5 40-65 IOYR 4/6 — si bk mfr gw — 1.0 6 65-72 7.5YR 414 — Its Osg ml gw — 0.5 1.0 7 72-114 7.5YR 416 — gB Osg nil— — 0.7 1.6 ❑ Boring # El Boring ❑ Pit Ground surface elev. _ ft. Depth to timfling factor _ in. Cn0 Annriralim Rwfw Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFIF 'Ef1#1 '011112 Boring # [I Boring , - ❑ Pit Ground surface elev. _ ft. Depth to limiting factor _ in. c..a e....r...�:.... oMe Horizon Depth In. Dominant Color Munsell Redou Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft? 'Etf#1 'Etf#2 ' Merritt = BOD, > 30 s 220 mg/t and TSS > 30 s 150 mg/L ' Eflbuent #2 = BOD, > 30 s 220 mglL and TSS > 30 5150 mg/L 6 I OrA 00 0' e-lUV Tor rctrw At, Le.4 aw, /-0/44ov Pj-a C"y e ,,T RECENED NOV '04 20A CERTIFIED SURVEY MAP 5t Croix Canty Community Development PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 28 NORTH, RANGE 15 WEST. TOWN OF CADY. ST. CROIX COUNTY. WISCONSIN. 0 Northwest Corner Section 8-28-15 �z Survey Mark Nall loo UNPLATTED UNPLATTED o I6 LANDS LANDS q N I Z WI�� r �r0 a Q UNPLATTED x D LANDS c( ZI I 1540 I centerlineli III I UNPLATTED �jW LANDS 50.10'I I i N89'35'06"E .00' 702.74' i 752.74' 190 LOT 1 436.017 sq.ft. c N 10.010 acres u Ika incl. r-o-w I' c 407,040 sq.ft. Z 9.344 acres I excl. r-o-w PREPARED FOR: Jerauld M- Klppes 3701 37th Street I Elk Mound. WI j I 1325.74' 573.00' 1 LOT2 m0 5V 3 sq.ft. 11.725 acres w ^1 0 a LOT 1. CSM o `V N89-32'25'E 732.28' 3 Vd.28,1`9.6402 1 0 Z" LOT 3 0 6 448,955 sq.ft. N86'33'56"E 10.307 acres ind. "' 9 0 4. r-o-w 9 4.60 438,383 sq.ft. 3 N , 10.064 acres excl. r-o-w UNPLATTED LANDS UNPLATTED LANDS 0 "" 21 - easement ca S89'3225"W Q------------------+--Jr� 732.28' T UNPLATTED Isass so.oD S893225"W 593.48 0 589'32'25-W rn a66e.64' I West 1/4 Corner LANDS— West 1/4 Corner UNPLATTED I UNPLATTED i Section 8-28-15 - Section 8-28-15 LANDS LANDS Survey Mark Nail Survey Mark Nall UNPLATTED LANDS Each parcel on this map is subject to State and County laws, rules and regulations(i.e. wetlands, minimum lot size, access DRAFTED BY to parcels, etc.). Before purchasing or developing any Joel A. Brandt 1B SURVEYING LL[ parcel, contact the St. Croix County Zoning Office and Town Board for advice. Completion Dat C��►8. November, 2019,• SCALE: 1" = 300' n Nor'* E S7eot .txsltromcmt? •...... . • 0' 300, 600' 0 LEGEND North is referenced to the 8....... Found Government Corner West Line of the Northwest (verified witness ties) Quarter of Section 8-28-15, o....... ,..Set 3/4" x 18" Iron Rebar which bears N00°08'12"E weighing 1.50lbs./lineal foot (St. Croix County Grid System) e.... .... Found 3/4" Iron Rebar Sheet 1 of 2 Sheets