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HomeMy WebLinkAbout006-1009-70-100 (2)Wisconsin Department of Safety & Professional Service-,C U N Division of Industry Services JI AIL EVALU TIC) L-L .4 15 a L+ In accordance with SPS .Shii Attach complete site plan- n papurfut 104-3*9 IlThTfln-T-08 1/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (SM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all Information. Personal information you provide Page___,/ of 0 New Construction Use: XResidential /Number of bedrooms Code derived designflow rate 0 G P D 0 Replacement 11 PVic or commercial — Describe: Flood Plan elevation if applicable Parent material— z2/&C"'Z -6141 General comments and recommendations: "� '1 ,,1i1�1�' -�� �'S t k�'�f Boring # [j Boring 5?Pit Ground surface elev.16-21ft. Depth to limiting factor c3oZ in. I elevYY. 6,50pft. 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 AllS 16 2 %C �YY1� r lee- S' Cyr 19 zorz 5014 Yolk, O's '/0 YtZ -IrIg I' a5 GQ -.�' / / 6- 7 9 s �, ,� f �. F YA -5ZZ owl A�AAL l 51 /< C S Boring # OBoring 4 it Ground surface elevly. 44h. Depth to limiting factor 28 in. / elev. 77 2tT Roil Annliratinn RMA 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 C! '0 00! 'A-00 Zty IR -57/& 7,57 05 f 95 5 1,6 le /,C:s 77 574/., 7 Al CST e Si ure n� j CST Number ?, 6 7 F R-'D Address t-xf Date Evaluat* n Gan noted Telephone Number L-2-7ys Effluent #1 = BUD > 30 5 220 mg/L and TSS > 30:5150 mg/L Effluent #2 = BOD, 5 30 mg/L and TSS:5 30 mg/L SBD-8330 (R03/22) �kC Ej Boring Boring # it Ground surface elev.-71o.,72t Page 2, of Depth to limiting factor-Z-4-in. / elev. ?r74' Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftl In. Munsell tau. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 4Y 0 17 Z—Y /0 ( )Sq mo vy !Z-5-YA S�C, 16FC— M snow 6?(e Orr — o�'t �/g fie -50M Cv' D OF L _ �, o Boring # 0 Boring Ej Pit Ground surface elev. 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 GPD/Ft2 *Eff#1 *Eff#2 Boring # ❑[] Boring 0 pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots - -GPD/Ft2 In. Munsell Chu. Az- Cont. Color Gr. Sz. Sh. *Eff#1 T *Eff#2 * Effluent #1 = BOD > 30:5 220 mg/L and TSS > 30!5150 mg/L * Effluent #2 = BOD,:5 30 mg/L and TSS:5 30 mg/L Z, x "tN Pip . . . . . . . . . lViai r% ivBji H iWIL zz m a a r.. ?7sAii ii-9 i—sj;4rjirq Ti For" I A rxiVA i—Ji-;;rir4 mom �q.077 cl?. 4. r4r-p- *9 1 t 9eo.7z. 1 17 3Z 420.5 0, -66 05 9l*.o7z. >30,06 p uo 7 SLOPES 12-19.99 PERCENT SLOPES CERTIFIED SURVEY MAP 20-24 99 PERCENT SLOPES LOCATED IN THE FRACTIONAL NW1/4 OF THE NW1/4 OF SECTION 5, T31N, Ill 6W, TOWN OF CYLON, ST. CROIX COUNTY, WISCONSIN; INCLUDING LOT 1 OF CERTIFIED SURVEY MAP 25 AND GREATER SLOPES RECORDED IN VOLUME 11, PAGE 2978, DOCUMENT NUMBER 532922. SOIL TEST LEGEND SETBACK LINE NW CORNER SECTION 5 ST. CROIX COUNTY SECTION CORNER (PK NAIL SET) POSITIONED FROM COUNTY COORDINATES. OWNER POSITION VERIFIED WITH MONUMENT AS MARK AND CARRIE MONNOT NOTED OR TIES OF RECORD PO BOX 37 • 1" O.D. IRON PIPE FOUND DEER PARK, WI 54007 t 3/4" REBAR FOUND SURVEYOR � 3/4" X 18"IRON REBAR SET WEIGHING MICHAEL J. ERICKSON FOUR SEASONS LAND SURVEYING, LLC 1.50 LBS. PER LINEAR FOOT 848 WILLOW RIVER DRIVE LOT - C.S.M. HUDSON, WI 54016 V. 23, PG. 5564, DOC. #881566 S89042'45"E 689.22' r----- ------------i I l 00 I / fir' I ui f 1 I CV I / //� ��0,9/ I oo 80' 100, I / �t o I /� t c\jc\jo , LOT 2 SHED Lo •- Z ,� J% 7.50 ACRES 1 ol 781 326, SQ. FT. , N81�9°41'36"E C.B.A. = 6.0 ACRES Po 20.00' A SHAD �� EXISTING f Zi I cr) AkESSool Ll� I N I �i �I , _ �I I �i , 001 00i ZI I r CD CD � I C±� co � • I cn �i0a Lij 4i L------------------ 588°�5'2"€-7-0-1-38'---------------------- rn U I�` o� U pi 1 _ gi r------------_-_---------------------------I I� CL �� t i U — I i ol w Q I / ® '/ i p cn �� ark i � . ^ �� %/ � © � i �, / 0 NI ti I T— w -I I Z _ w 1 . J��� 1 0 g o ` LOT 1 w z O /� 1 z cc: o / 8.31 ACRES INC. R/W -' 361,863 SO. FT. cr I ,lam/ BUILDING cn U-i. i 7.53 ACRES EXC. R/W 327,848 SQ. FT. , o C.B.A. = 5.6 ACRES j - ------------------------------------ I 80' 80' SOUTH LINE OF THE FRACTIONAL N - 4 OF SECTION 5 x N89°42'37"W 693.56 co c� 238TH AVENUE m ----------_�_�_�-_------------------------ _ S89°3517"E VARIABLE N89"35'17"W 692.75' 80,01' ----,�I�TTFD L�ND�— (R-N89°11'12"W) I RT o N LOT 4= C.S.M. BEARINGS ARE REFERENCED TO THE WEST LINE OF W1/4 CORNER o N V_ 24, PG. 5667, DOC_ #907158 THE FRACTIONAL NW1/4 OF SECTION 5, BEARING SECTION 5 z I - I N00°18'24"W. (PK NAIL SET) (ST. CROIX COUNTY COORDINATE SYSTEM). THIS INSTRUMENT DRAFTED BY MICHAEL SCALE IN FEET 1" = 150' ERICKSON JOB NO: 23-75 DWG, CSM DRAFTED: 5/19/23 FIELD:5/19/23 0 150 300 SHEET 1 OF 2 SHEETS