Loading...
HomeMy WebLinkAbout022-1098-80-300 (2) RECEIVED Wisconsin Departm nt of Commerce SOIL EVALUATION REPORT Page of 3 Division or Safety suII R 1 9 W with Comm 85, Wis. Adm. Code County ST C r o ► ' Attach oomplats p1a1m 8 x 11 Inches,in'hize. Plan must .2 3W Include, but not I ied tom W re nce point (BM), direction and Parcel I.D. percent slope, sca location and distance to nearest road. C Please print all Information. yawed Gate 7 6 Personal Information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). Property Owner Property Location Ra er Cl~r;s unsch GovL Lot SF_ 1/4NE1/4 S34T o~8 N R /B E( w Property OwnWs Mailing Address -Lot # Bl)cir # SUA Nana or CSM# 2a -r~ 3 C-5 r.- y_7 city State p e e Number ❑ City ❑ Village ® own Nearest Road cl~lvet q0 2Z 4a5 "5593 c ~~W Ica Q -t 4 5 e1 Q New Construction Use: W Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Paront material W P_ r, f Y 1 l r h! S* P h E Flood Plain elevation if applicable h) 104 ft. General comments II W ! NY! I 4„ elff / D v \ S S W1 and recommendations: x h S a M 0 k h Y Sys Te h, Ft, W b e 8 • 6. f ~ ' - y F-1 Boring # Boring a~ ~pit Ground surface elev. n• Depth to limiting factor in. ~ Rate QPDff Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •Eff#1 •Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. SL Sh. I 0-/0 1u 3 ) a~sbK ~r C 5 d, 5 Z ►o-► a2 bk -f,_ Cs i rf 5 0,9 Jo-Z9 to 3 ivY af51k CS D.S 8 Boring Boring # ® Pit Ground surface elev. R ft. Depth to limiting factor In. ~q Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff •Eff#1 •Et1#2 In. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. o-/ 10Y2 5.1 fsdk rn~r c s i~f .S D.$ 1~-17 /AYR z - Si 5 l r" r C S I v~ 0,5 -2.6 tdr C2 /0YR s l T5M eS ivf ors o. • Effluent #1 = BOO > 30:5 220 mgtL and TSS >30:5 150 mgA. • Effluent #2 = BOD 130 melt- and TSS 30 mglL CST Name (Please Print) Signature ETeleephons T Number 23 C' Number Date Evaluati Conducted 42 matl F4 i 54x2S r 3 Property Owner C 0 4 f v C h t► S/ 4~ h Parcel ID # Pape of Q Boring _ M # ~ Pit Ground surface elev: ~ 2 . 0 ft. Depth to Iirnitlnp•(acta . k,, Shc Application Rate Horizon Depth Domirii& bolor Redox Description " " Texture Stnxxuns .Consistence : Boundary Roots. GPDMf In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Ef#2 I -iz la 3 I s l af5k T r iv 5 l V~ '0'.5 . 10-8 C)Z ► z 51• I af5bx r CS tv 0,5 3 9213 ! oY 3 Caa1 u f s b/ f i C.5 0,5 9 -41 .5 Cad a,sY2 cl - g - -71 F Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor In. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDHf In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EfF#2 ❑ Borinfl a Boring # Ground surface elev. ft. Depth to limiting factor In. ❑ Pit Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM In. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. •Eff#1 Tf#2 Effluent #1 = BOD, > 30 220 mglL and TSS >30:5 150 mgA. ' Effluent #2 = BOD, 130 nV& and TSS 130 mg1L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD4330 R.A=) • ~Og(°Y C~r~ST1QhScn 1 Aid 3 d f 3 Lai Scab Sv A\ ~ s oho Q 180 2- G yy) TOP 1 t44r F~ov~ r4~Q ~L. ~00, a 0 ~►Z ~D y i 1 /Vsp~ROV fcDTY 7 6 0 9 5 2 ~ C~ ST CRWX PAGE ! 2 7 200 p~~,lg*ndPsldca Cna""°B VOL1$ 4736 APR KATHL'E:81i H. WALSH APR 2 82004 REGISTER OF DEEDS ST. CROIX CO.L MI Q~ CP~iX ClJiii~tY RECEIVED FOR !(ECORD $r;R~{b i~'$ RL~iRD 8~~~~~ 04/28/2004 12:00P!! -w--°- ~ ~ CERTIFIED SURVEY HAP R£C FEE: 13.00 CERTIFIED SURVEY MAP PAGES2 FEE 1 2 3.00 Roger and Toni Christiansen Located in the Southeast Y4 of the Northeast Y4 of Section 34, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin. OWNERS'AVORESS LEGEND 1298 COUNTY TRUNK HIGHWAY M" INDICATES I.O.D. x f8" IRON N RIVER FALLS, WI 54022 O 3 PIPE SET (MIN. WT - 1.13 LB./LF) m • INDICATES 1 " IRON PIPE FOUND a Q SOIL BORINGS (PROPOSED SEPTIC SYSTEM) 2 BEARINGS TO THE EA ARE REFERENCED 0 SECTION CORNER MONUMENT (AS NOTED) TO THE EAST-WEST 114 SECTION LINE OF SEC77ON 34, T 28 N, R 18 W, INDICATES FENCELJNE ASSUMED ASS 89.2431" W. PROPOSED DRIVEWAY LOCATION (R=) RECORDED AS SCALEINFEET 1":300' ~y NOTE- AN EROSION CONTROL PLAN WILL 100 100 0 3 BE REQUIRED BY THE ST.CWIX w COUNTY ZONING OFFICE PRIOR TO (j,NPL A71FO I LA W$ CONSTRUCTION oN THIS Lor. h a N 89.16'52" E 1318.41' LNE SE114,NE114 y - I NORTH g+ i-450.08' 116' x x ■-868.35'-" "_T" W Un1PrrJ*a x LOT LOT 4 ~i CONTAINS 1,003,029 SQ. FT OR 23.026 AC. g' LANDS CONTAINS 353,877 1 al \ SQ. FT. OR 8.124 AC. 1 1 (976,339 SQ. FT. OR 22414 AC. EXCLUDING 21 ROAD RIGHT OF WAY) ~ (351, 558 SQ. FT. 1 Y OR 8.071 AC. EXC. v < Yt ELL \ RIGHT OF WAY) 8 , z ~ OVVELLING SHED AREA N 1 t ~ ~ M N 89'20!42' E 497.97 LU i' 137.01' 360.96' P N Y Q b N WT__- g N l o o ry~ © OE~4T1E_I~P_ ~ $ LOT 2 LOT - ~ Cl) ~ ai VOLUME 1-4, W ro(n~, ~ryy 1 W z S ER A Ing PAGE-3-842 W fe MENT ^ S g 50 a to Z8ca it DETA/L) SE7HACK V - L!/yE ter- - - h chi' it CENTERLINE h 187.00 =8~ ¢ S 89*3 I NA 8 ti 4 - NORTH RhYUNE C.T.H. 'M' 9°3729 W.; ^ 203. 200. 405.84' y - - - 0% p- Eq S 89'24'31" W 400.57-' Fes- 500 : _ _ s 1 s c r 48.60 *$9°~3-]_YL13 2,3 - - - - h - - WEST 1/4 CORNER - S 89'24'31" w 5277.44- T SECTION 34, T 28 N, R 18 W CrQW4N~ ~Lj-KK_ Hl+h_CWAi.Y_ 'M_"_ S11YPl E1TJ_iQ (FOUND COUNTYBERN75EN ALUMINUM MONUMENT) I DETAIL N UNPLATT.ED ANDS 0VELAT7_• Q LANDS N LAJ~IDS a Ns NOTE LOT 2 Z LOT 3 _ EN E LOT 2 CONTAINS 205,427 SO. FT. 68.00' LAUR OR 4.718 AG (188, ,58 587 SO SQ. FT S 89°3 '29" 1. a 1~, Muw HY •r OR 4.329 AC. EXCLUDING ~Q33-~ 33.003 "7"3 ROAD RIGHT OF WAY) • 1_ 1M-L.pENV1LLE. NORTH RIW v v a , w1. 10 LOT 3 CONTAINS 187,261 SQ. FT C. T.H. 'M' ~ yr OR 4.299 AC. (180,174 SQ. FT. 170.55' ~31 S 167.00' . • • , . OJob R 4.136 AC. IXCLUDING 233.01329"W .00~z I~ 4Fa Np ~yJ ROAD RIGHT OF WAY) S 89DATED., 66FEBRUARY 26, 2 THIS INSTRUMENT DRAFTED BY JERALD L. CARSON SHEET 1 OF 2 Vol 18 Page 4736