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Home My WebLink About030-2028-90-100 (3) 2277 SOIL EVALUATIONAE N Page 1 of 3 Wisconsin Depaa Division of a l i in rdance with Comm 85, Wis. Adm. Code \ " A.C.E. Soil & Site Evaluations un Attar complete site plan % RQ than 2 x 11 inches in size. Plan must St. Croix includ but not lirpo: I nd h ontal rence point (BM), direction and perce slope, sca~Pee` dimemsin location and distance to nearest road. Parcel 1.b. _ -g0-100 030 2028 nformation. aj Review d By Date Person intorm~y ay be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner,< Property Location Howard & Lenore LaVenture Trust Govt. Lot 4 1/4 1M S 22 T 30 N R 20 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1423 Mani St. 9 na CSM Vol. 9, Pg. 2556 City State Zip Code Phone Number J City _I Village V1 Town Nearest Road Saint Joseph WI 54082 715-549-6696 St.Joseph 1401 Hilltop Ridge 0 New Construction Use: 601 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD _f Replacement -J Public or commercial - Describe: Parent material Glacial drift over weathered limestone bedrock. Flood plain elevation, if applicable Na General comments and recommendations: Site suitable for mound system. Recommended system elev. to be = 99.25' at 15" above 98.00' contour. Boring # J Boring _vl Pit Ground Surface elev. 98.36 ft. Depth to limiting factor 30" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2 1 0-12 10yr3/3 none Ifs 0 ml cs 3fm,2c 0.5 1.0 2 12-30 10yr4/4 none Ifs 0 ml gi 2fmc 0.5 1.0 30-41 10yr4/6 f2f 7.5yr4/6 Ifs 0 ml gi 2f,1 m 0.5 1.0 4 41-52 7.5yr4/6 f2d 7.5yr5/8 Ifs 0 ml gw 1 of 0.5 1.0 5 52-62 7.5yr4/4 c2d 7.5yr5/8 stat. Ifs 0 dl - - 0.5 1.0 Boring # Boring V1 Pit Ground Surface elev. 100.38 ft. Depth to limiting factor 22° in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2 1 0-10 10yr3/3 none sil 2fgr mvfr cs 2fmc 0.6 0.8 2 10-22 10yr4/4 none ifs 0 ml cw 1fmc 0.5 1.0 3 22-30 10yr4/4 f2f 7.5yr5/8 Ifs 0 ml ci 1fm 0.5 1.0 4 30-36 10yr4/6 none LSBR fractured hard - - 0.0 0.0 * Effluent #1 = BOD5> 30 < 220 g/L and TSS 30 < 150 mg/L " Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) S' nature, CST Number James K. Thompson _ 3602 Address A.C.E. Soil & Site Evaluatio Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, Wl 54020 3/19/2012 715-248-7767 Property Owner Howard & Lenore LaVenture Parcel ID # 030-2028-90-100 Page 2 of 3 3~ F Boring # J Boring del Pit Ground Surface elev. 94.44 ft. Depth to limiting factor 29" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none sil 2fgr mvfr cs 72fmc 0.6 0.8 2 10-29 10yr3/6 none Ifs 0 ml cw 0.5 1.0 3 29-44 10yr3/6 f2d 7.5yr5/8 Ifs 0 ml aw 0.5 1.0 4 44-64 7.5yr4/4 m2d 7.5yr5.8 sl 1 fsbk mfr - 1 f 0.4 0.6 F-1 4 ] Boring # Boring Pit Ground Surface elev. 97.10 ft. Depth to limiting factor 33" in. Soil Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/3 none sil 2fgr mvfr cs 3fm,2c 0.6 0.8 2 10-21 10yr3/4 none sil 2fsbk mvfr cs 2fmc 0.5 1.0 3 21-33 10yr4/3 none Ifs 0 ml ci 2f,1mc 0.5 1.0 4 33-42 10yr4/6 none LSBR fractured hard - 1vf,f 0.0 0.0 Horizons #2 & 3 contain approx 40% cobble & stone. F5-1 Boring # j Boring Pit Ground Surface elev. 104.32 ft. Depth to limiting factor 67" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/3 none sil 2fgr mvfr cs 2fm,1c 0.6 0.8 2 8-24 10yr4/6 none lvfs 0 ml gw 2fmc 0.4 0.6 3 24-44 7.5yr4/4 none sl 1msbk mfr cw 1fmc 0.4 0.7 4 44-67 7.5 r4/6 none strat.lvfs 0 ml aw, 1fm 0.4 0.6 5 67-98 7.5yr4/6 c2d 7.5yr5/8 strat.lvfs 0 dl - - 0.4 0.6 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L 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. SBD-8330 (R.07/00) A.C.E. 5011 & Site Evaluations i • Soi I e ~a/uao. ~Pi'~ Y,^4.de e/e%' i /-ad joy n~hq 7rope, v 7; 1" U ////Eon ,PefZZ77 ~Id~e ,moo cu~rd~,LerJp/C Lq L'errt~u,r`e, J5,2 nch /01 S / ou G6vr LA V. syoBZ ff~5[c/+lCc4 cItth - iOU.Q~' Q ~o L` 9, ~ 5m dad 9, t2514, 3ec,7 3a4, o ~ i ; 'B~~ be;~ 3.os<3 gcres. 6 \ \\1B3 esoY,\\ > \ ~~ti ~ ra de n. ~ ` \ \ Propod bu; /04.~ 1 1~ ~ I 1 6!` 1 ~ 1 i gyp ~ContOC.~ 6F 3 -5 - 0 f 3 ~ F AIL, ~ ED z 0CT211992,b 8 JAMES . ")""ELL ~9fster Of Lows t ` 490279 CERTIFIED SURVEY MAP 9-2556' SL Croy Co.. WI LOCATED IN GOVERNMENT LOT 4, SECTION 22, T30N, R20W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. UNPLATTED LANDS S1/4 CORNER CENTER OF - - - - SECTION 22, SECTION 22 T30N, R20W S T H 1135" & "64" EAST LINE OF GOVERNMENT LOT 4 w - - - - - - N0°35'20"E 743.60' a _ S.T.H. 0 580' 52.43' 0° 10' 2 0"E _ o H "3511 NE CORNER I ^ - - 0 POINT O 136.4 GOVERNMENT LOT 4 I ~ I 07 30 ~ ° ~ 1.30' CENTERLINE (BEGINNING 8 0 ~o' S . T. 411 F. ~~''VED I ICE EST \ 64 • in CREAM RIG ELY H I i _ STOR LINE T OF W I H A QcF 1)9) I ( a i l ~ I~ C - o I a; CD. 00 P41 41 C DI I ZI a, CD REMAINS OF HOLCOMB'S ~ c-'4, 13 I NI iC~p111~s L SUPPER CLUB 00 ~~•Pt DESTROYED BY FIRE w 73- I w to o ral 1 ¢ QI NI I O I a, L LOT 11 STEEL H I cn I i a I la, SHE D7 D ° 11 I E, ~I MI f I -11 N0°26'06"E M al al I a _I o 00 ~ . z - v~I I z of ~I g > -s4.:~~ I I g . 496.17' ~r 7v~l~- - - - - - g GARAGE S n1q ~npflRL T 10 N NO ° 26' E ¢ I ;1'40'2D20', E 250.00 0 ~ I I- 10. Cbw I °o j oTE: SWAY ]ocr_l .a1 w I /1GG E RCfAC~HES un z cn I cd 0- ' •!'-10' ho LOT 9 a (/)I - w I I wl S 1 57'40" r-3 I2 0<, e w w _r ~D z Pr4 LL o° vl¢I 121.07' 1 R=80' 4 0 o c° ~I ~I <0 r) I Q) -T I w I I ~I~ I LOT 4 r LOT 6 00 ~I of o°l of I C.S.M. C,S,M. i ~'`~Dio R\M 0158°014 W - UI JI 1 zi - I VOL. _3, iV, 6, P.17661 v'~IDGF _ I¢i°>i I P, 822 I PART OF IC,S.M. VOL,13, P. 822 r-~-- j LOT 3 TRUE BEARING I C, S, M I LOT 2 1 LOT 1 IUNPLATTED V.-3, P. 822 1 1 LANDS LEGEND ST. CROIX COUNTY SECTION CORNER MONUMENT, FOUND. • EXISTING IRON PIPE. O 1"X24" IRON PIPE WEIGHING 1.68#/LINEAL FOOT, SET. ,C( 2"X30" IRON PIPE WEIGHING 3.654/LINEAL FOOT, SET. )1( WISCONSIN D.O.T. RIGHT-OF-WAY MARKER, 3/4" REINFORCING ROD WITH CAP, FOUND. 66' ROADWAY EASEMENT GRANTED TO THE OWNERS OF THE LOT DESCRIBED IN V. 879, P. 128 - - - CENTERLINE EXISTING DRIVEWAY. BUILDING SETBACK LINE. OWNER AND SUBDIVIDER RAILROAD SPIKE, FOUND. V. STUDTMAN, INC. EXISTING FENCE. HIGHWAY 35-64 HOULTON, WISCONSIN 54082 715-549-5578 THIS INSTRUMENT DRAFTED BY CHRIS NEPERUD PAGE 1 OF SHEET 1 OF 2 SHEETS VOLUME 9 PAGE 2556