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I w. � ,�.;7`►sI. oafety fPage o�•` �Wisconsin Department of sf Division of IndustryServices PS SOILEIJALUATION REPORT C "7't rr 2�2-�Ga S E AQrdancp� with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inchos in size. Plan must include, but not limited to vertical and horizontal reference point (BM), difection and percent slope, Parcel I.D. Qdtf"# scale or dimensions, north arrow; and location and distance to nearest road. Q — O e>156 Please print all information. Re Date /;T Personal information you provide may be used for seconds I (U A y p y secondary purposes (Privacy Law, s 15.04(1)(m)). Property Owner Property Location Govt. Lot N '/4 illJ %. S) 5 T 3 N R E (or) �J Property ner's Mailing Address e�_ i Site Address CS _an Lot #. dCq w�City, State, Zip Phone Number 1:1 City ❑ Village ( Town Nearest Road e idle New Construction Use: bg Residential / Numberof bedrooms 49 " � Code derived design flow rate,3C y Replacement © Public or commercial - Describe: Flood Plan elevation if applicable ft. ^�� r Parent material �^,,►�Y-C' ,ram. S u`� t S -} a� _ - ,�Gr c')5 C n eneral. co, ents and mend? ,+ons: - e / c T, R S� V►7 9 3, 41 nl,S)dv / � q y, 7� S ,�� T►y � _ _ _- �: - _ a . _____ ---_ . [Z Boring c Boring # ❑ pit Ground surface elev. '� Depth to limiting factor J in. / eiev. ft. Soil Anolication 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 � �', q1 Boring # nPit Ground surface elev. ft. Depth to limiting factor I . `- in. / elev. ft. I Soil Anolication 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 I (� - (,a I t? --i P, 11 a - 's L I F svo V. disk 01 F .-7 6- t 7 -t tf F5 6v.. C W r F - %AR,II y0S CW ds� ..... *- CST Name (Please Print S nature CST Number r r� i77 !f La=. Address �� Date Evaluation nducted Telephone Number b0 S- 5(r) 6-Is * Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 <_ 150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L SBD-8330 (1303/22) ti►s�- 1 Boring Boring # ❑ Pit Ground surface elev. ft. Page of Depth to limiting factor l 4U0 in. / elev. ft. Soil Anniination 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 F bk j, L Ms6km A r L&26 cis Boring # ❑ Boring [] Pit Ground surface elev. ft. Depth to limiting factor in. I elev. ft. Snif Annliratinn 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. Soil Annliratinn 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 s 220 mg/L and TSS > 30 s 150 rng/L * Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L CERTIFIED SURVEY MAP LOCATED IN THE NE1/4 OF THE NW1/4 OF SECTION 15, T31 N, Ill 8W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN. LEGEND ST. CROIX COUNTY SECTION CORNER POSITIONED FROM COUNTY COORDINATES. POSITION VERIFIED WITH MONUMENT AS NOTED OR TIES OF RECORD ❑ 3/4" X 18" IRON REBAR SET WEIGHING ���`��0jv'T�/�/',��ii BEARINGS ARE REFERENCED TO THE EAST LINE OF 1.50 LBS. PER LINEAR FOOT THE NE1/4 OF SECTION 7, BEARING S00014'2711W. 3/4" IRON REBAR FOUND = EDWIN C (ST. CROIX COUNTY COORDINATE SYSTEM). ■ FLANUM S-2487 = THIS INSTRUMENT DRAFTED BY EDWIN FLANUM 1 5/16" O.D. IRON PIPE FOUND = AMERY ZJOB NO: 23-124 DWG: CSM2 WI 4 \ DRAFTED:8/28/2023 FIELD:8/25/2023 0.H.W.M. APPROXIMATE ORDINARY HIGH WATER MARK. %,� .q p SHOWN FOR REFERENCE ONLY. *0 S U R y `�,�`` SCALE IN FEET 1" — 200' —�-,-- PROPOSED DRIVEWAY (FINAL LOCATION TO 6E DETERMINED BY TOWN OF STAR PRAIRIE) / 0 200 400 \MPLgTTED LANDS N1/4 CORNER SECTION 15 BORINGS �; \ 8 �6'411 502.83' ALUMINUM MONUMENT FOUND N89°26'24"E _ 41.27 \ \ 61.56 N1 4 CORNER SECTION/15lob 2161.61 �11� ,• flr .- �}��l; \ � „ c�,�l ALUMINUM MONUMENT FOUND / �o a • \ q \ p �t + �l Co 00 D� Gj-' \ G�� POND o 7.16 ACRES INC. R/W 12-19 /o SLOPE \ \ \ Cc 311,926 SQ. FT.- 20-24 /o SLOPE \6.93 ACRES EXC. �r" a' v� co \ \301,785 SQ. a f 25 29 /o SLOPE <30% SLOPE �f v� `SF• "� ^ `S`?o I � \ ,� C� fig•, OC-)/ co o, I ol 4$; 1 Lu co l U Mcn OI g f" rf'l�,J ? �✓r it a.. •,y,, '/%ram/r, `-" 730,327 Eli 15.91 ACRES /W cz Q 692,g^ f;. v� 661 •.l /ilfJ Apt/�/'♦i/ �'y 6 1" IRON PIPE FOUND 8.08' WEST 00 OF THE FOUND 3/4" IRON REBAR ppNp v %.'5.10' 295.90, 371.12' S89101TV 1045.58' MINX N UNPLATTED LANDS N 0 w LOT1 l f C.S.M. — c' I U-) ANY LAND BELOW THE ORDINARY HIGH WATER MARK OF A LAKE OR 4— A NAVIGABLE STREAM IS SUBJECT TO THE PUBLIC TRUST IN NAVIGABLE WATERS THAT IS ESTABLISHED UNDER ARTICLE IX, S1/4 CORNER SECTION 15 SECTION 1, OF THE STATE CONSTITUTION. ALUMINUM MONUMENT FOUND SHEET 1 OF 3 SHEETS G- r WOW- P v a • fj �. r 1' ' i f r a e �1 3 � 3 /Vlo ry ri .� .....� P i i t #110 r6 co 40