The URL can be used to link to this page

Home My WebLink About042-1085-31-110 Lot 14f E D) n Professional Services Page of c Z Division of I u )a cj;�� . I J d1k $OIL EVALUATION REPORT 6 5 7 - 2-o2 5`X) _, JUL 25 2023 In acc rdance with SPS 385, Wis. Adm. Code County st.croix Attach complete site plan o6pa�Cxwt(Fas*f0qn 8 112 11 inches in size. Plan must include, but not limited to: (BM), direction and percent slope, PaI.D. 11411 scale or dimensions7,—nb-r-fff-a--r?6VV,-CTnll-tUC CS L I Ut 1- -0 T Tx_t1T= nce to nearest road. _1 Please print all information. kP v y a e Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(l)(m)). Property Owner Property Location Richard Stout Govt. Lot NW 1/4 NE S31 T 29 N R 18 E (or) W Property Owner's Mailing Address Site Address nd of 1353 Awatukee Trail Future kyr� City State Zip Code Phone Number 1:1 city Village, IN Town Nearest Road Hudson Wi 54016 Warren 70th Ave ■❑ New Construction Use: R] Residential/ Number of bedrooms6 Code derived designflow rate 900 GPD ❑Replacement F]Public or commercial - Describe: Flood Plan elevation if applicable NIA —ft. J�� Parent materialQutwash Q;ener cpmmenks and recommendations: System Type:Conventional 4.5below grade tv� `�e Y-it!S Boring # ❑Boring 110 PitGround surface elev. 100.3 ft. Depth to limiting factor in. elev. ft. 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 1 0-8 1 Oyr 3/2 none L 2rngr mfr CS 2m .6 .8 2 8-36 1 Oyr5/4 none Cl 2msbk mfr gw 1 f .4 .6 3 36-110 1 Oyr4/6 none S Osg M1 n/a n/a .7 1.6 L—:2] Boring ft ®Boring 100.3 110 Npit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. I Soil AmAcation 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 0-6 1 Oyr3/2 none L 2rngr mfr CS 2m .6 .8 2 6-42 1 Oyr5/4 none Cl 2msbk mfr gw 1 f .4 .6 3 42-110 1 Oyr4/6 none S Osg M1 n/a n/a .7 1.6 'A CST Name (Please Print) Si CST Number Shaun Bird —.10000010 226900 Address O�W)Evaluation Conducted Telephone Number 11432 120th St. New Richmond Wi 5401 7A/23 .715-246-4516 Effluent #1 = BOD > 30 < 2Celgoll_ and TSS > 30:5 150 mg/L Effluent #2 = BOD, !�, 30 mg/L and TSS :5 30 mg/L SBD-8330 (R04/21) 1 3 Boring # Page of Boring Pit Ground surface elev. 1 Q4.3 ft. Depth to limiting 110 ft. © P 9 factor in / elev. Soil ADDlication 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 1 0-6 10yr3/2 none L 2mgr mfr CS 2m .6 .8 2 6-30 10yr5/4 none C1 2msbk mfr gw 1 f .4 .6 3 30-110 10yr4/6 none S Osg ml n/a n/a .7 1.6 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Acnlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 *Eff#1 *Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Armlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 *Eff#1 *Eff#2 * Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS 5 30 mg/L Soil Test Plot Pl Project Name Richard Stout Address 1353 Awatukee Trail Hudson, WI 54016 tin Bird STM #226900 Lot 18 Subdivision ----- D6fe 7/24/23 N W 1/4 NE 1 / 4 S 31 T 29 N/R1 8 W Township Warren [—] Boring (D Well P1, Property, Line County ST. CROIX IL 13 M or N,1ZP Assume Elevation 100 ft. Top of Lot Comer Stake System Elevation TBID *HRpSame as Benchmark Scale = 1/4 10' X" 'RUMENT DRAFTED BY EDWIN FLANUM OB NO: 23-62 DWG: CSM7 6/22/2023 FIELD: 6/21/2023 C.S.M. - V. 8, P. 2192, DOC. #456664 LOT 1 LOT 2 � o -- -- .--cYi m S89007'20"E 683.21' _70TH AVENUE 0 o -- -- -- -- _ _ — cn S89007201 261.21' 195.21' 66.00' I rnI LI 6 6' coI v � - c� Q � N I II I - C o I M N N 0 � OI U) O� a M u w 0 0` p d EXISTING o Z ai Lu o0 of I co� 0 DRIVE t-- Lu N Ln Wo Ln Lo Lo c J camo _ IY Lo I !' _ �� O r=-_Ysrr:Y s ..: j uJ z a- �� i -� �� Z o, `A RES J w I CD D AINAGE EASEMENT N L2 CC 00 =u, S89°07'20"E 212.01' S00°�5�5$ w i 0 z im W o 34.40' � o cn S89007201 196.01' ss ° 1 vW co cr. Lu MC-)� s91,F o� L = HWL/EOF = 1008.0 j C HWAVPUF 100A.0 1 Z cn LBO = 1010.0ui H w Ln C� f 12-19% SLOPES I n=��=� C.S.M._V. 10, P. 2931, DOC. #52965420-24% SLOPES ===�:�� =-- F----- LOT 4 LOT 5 NE CORNER SECTION 31 — — I — ALUMINUM MONUMENT FOUND — — — — — S89007'20"E 1565.70' NORTH LINE OF THE NE1/4 I \S c G IE©WIN C LOT 12 Jj LOT 13 CD u— j � I ei C) � Z p � LiJ _ ' WWo o - - x _ _ / L10 OLo s W Z T L8 ■ _ ,,, o Q �� - SOIL BORINGS s��9 IL C) v �' 4 _ 6.97 A ; ES ._.� 103-7i'SQ. FT. CD w x ~' M 0 I--= C1 N88022'37"W 652.81' o U.S. INTERSTATE "94" A r V) rn u- 0 w r FUNUM S-2487 AMERY 1 WI 4\` I � I Q %�S�U bil �R � O U q� Lo �i SCALE IN FEET 1" = 150' I CL: I 9-E� - d c`\.j 0 150 300 LEGEND I ST. CROIX COUNTY SECTION CORNER POSITIONED FROM COUNTY COORDINATES. POSITION VERIFIED WITH MONUMENT AS NOTED OR TIES OF RECORD IEn v ❑ 3/4" X 18" IRON REBAR SET WEIGHING 1.50 LBS. PER LINEAR FOOT Iu 00 ■ 3/4" IRON REBAR FOUND O CIO • 1" O.D. IRON PIPE FOUND PROPOSED DRIVE S87040114 BEARINGS ARE REFERENCED TO THE NORTH LINE OF 97 20' THE NE1/4, SECTION 31, BEARING S89007'20"E. (ST. CROIX COUNTY COORDINATES).