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Home My WebLink About024-1032-10-300 (3) e 14sconsin SOIL EVALUATION REPORT #1693 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Steel's Soil Service, Inc. Division of Safety and Buildings County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and /0 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.0 y 9Sea W3A Reviews Date / Personal information you u tPri cy law, s. 15.04 (1) (m))• 71 Z/ Property Owner o Property Location K & D Holdings LTD UL Q 8 2005 Govt. Lot na SW1/ S 1/4, 528, T28N, R17W Property Owners Mailin r ss Lot # Block # Subd. Name or CSM# 15370Afton Blvd. SO Sj.CEZ0iX000NTY 2 na CSM -eandiW- City 0 St to Zi 0 City ❑ Village M Town Nearest 114d Afton mn I 1_ 55001 651-998-0540 Pleasant Valley 170Th St New Construction Use: M Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: na Flood plain elevation, if applicable na ft. Parent material Low ridges and foot slopes of ground moraines General comments Mound design, system elevation 100.49ft based on contour line elevation 99.40ft. and recommendations: F-11 M Boring # ❑ Boring Pit Ground surface elev. 99.70 ft. Depth to limiting factor 24 w"in. Soil Application Rate FHorizon 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 0-9 10yr3/2 none sil 2msbk mfr cs 1c .6 .8 9-24 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 24-48 10yr4/4 c2d5yr5/6 scl om mfr na na .0 .0 2 ] F Boring # ❑ Boring ph Ground surface elev. 99.70 ft. Depth to limiting factor 24 " 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 '01#2 1 0-11 10yr3/2 none sil 2msbk mfr cs 1c r.6 .8 2 11-24 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 24-48 7.5yr4/4 c2d5 r5 6 scl om mfr na na 0 .0 L " Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD5 <_30 mg/L and TSS <_30 mg/L CST Name (Please Print) --,;~ignature: CST Number David I Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 6/9/2005 715-760-0347 Property Owner K & D Holdings LTD Parcel ID # Pending page 2 of 3 # ❑ Boring Boring ®P8 Ground surface elev. 96.60 ft. Depth to limiting factor 23 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eft#1 -Ef##2 1 0-9 10yr3/2 none sil 2msbk mfr cs lc .6 .8 2 9-23 10yr4/4 none Sid 2msbk mfr cs na .4 .6 3 23-48 7.5yr4/4 cid5yr5/6 scl 2msbk mfr na na .0 .0 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor 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#t *Eff#2 ❑ Boring Boring # El Pit Ground surface elev. ft. Depth to limiting factor 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#t *Eff#2 * Effluent #1 = BODS> 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 (1-07/00) steers Soil Service' Inc. f STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel K&D Holdings LTD 994200 th St. CST-POWTSM SWl/4,SW1/4,S28,T28N,R17W Baldwin, WI 54002 Lic. #248956 Town of Pleasant Valley, St. Croix Co. Direct 715-760-0347 CSM Pending Lot, 2 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1" = 40' = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.20 ft Top of 3/4" pvc pipe = Borings Boring Elevations BI = 99.70 ft 2 99.70 ft B3 = 96.60 ft 4 = i D V) jc- r\ s~ a 31 RECEIVED 8~-'6762 AUG 2 3 2006 HVOL A T-21 pH GE 5219 REGISTER OF DEEDS T. Co. WI R RECEIVEDIxFOR kECORD CERTI FI S V RV YS Ak 06/05/29ft 03:@@pK LOCATED IN PAR OF THE SW1/4 OF THE SW1/4 CERTIFIED SURVEY MAP OF SECTION 8, T28N, RI 7W, TOWN OF REC FEE: 13.00 COPY FEE: 3.00 PLEASANT V LLEY, ST. CROIX COUNTY, PAGES: 2 WISCONSIN. W1/4 CORNER SECTION 28 00 06" OWNER SURVEYOR K & D HOLDINGS, LTD EDWIN C FLANUM 5370 AFTON BLVD. S. NORTHLAND SURVEYING, INC. I p44~~ pu~ AFTON, MN 55001 P.O. BOX 14 I - - - - - - ROBERTS, WI 54023 N69°42'54' W 1312.62' -x-i •--x- 33.p0' co 1279.62' I 6'1 z NORTH LINE OF THE S1/2 OF THE SW1/4 = I I ~ rn LL I_ LOT I u I g IS 12.05 ACRES INC. RNV 8 g Q (524,916 SO. FT.) S w I I : ® ® 11.75 ACRES EXC. R/W I ® \ y (511,716 SO. FT.) I v 33 33' 33.W' N89°42'54"W 1311.96' 1278.96 r~°GGt 7L I- Q Wz F so LOT 2 Q p 12.04 ACRES INC. R/W - co II a I Z ui (524,650 SO. FT.) o N LLI O tU S Ig N N w 11.74 ACRES EXC. R/W ? 01I- r w z (511,450 SO. FT.) ° v 1 I Lj LOT 2 IS SUBJECT TO AN EASEMENT ` 3 r cf) II - I FOR INGRESS AND EGRESS TO LOT 1 II N89°42'54"W 1311.29' Q If 33.00' 1278.29 Z IW I ~I I I r LOT 3 13.39 ACRES INC. R/W I° A (583,451 SO. FT.) ~I ® 13.06 ACRES EXC. R/W 1 ® (568,909 SO. FT.) NORTH LINE OF THE SOUTH 66' OF THE SW1/4 _v d 81 6 .P 33.00, FOR LOT 3 Z I T1 77 66' WIDE ACCESS F~4SEMEIN - --m------- e---- - --a-~_ - - - 60 - - ~ a - - Sgyo~,~ -CENTERLINE OF TRANSMISSION LINE Q -,d. - - - - --I ~-x- x -x -x--- x-z-x--~-_x z z SOUT LINE OF THE SW1/4~ CENTERLINE OF EXISTING DRIV z x x SW CORNER S89°19'19"E I SECTION 28 SCALE IN FEET V = 200' UClvlp~~~(] ~H~t 1310.49' S11/41 CORNER 200' 0 200' SECTION 28 00 ° LEG ND \\1\1\I\INIIIIN7lyl~~ sco w X SECTION CORNER POSITIONED FROM -•-x- EXISTING FENCELINE aat 4 LL O TIES OF RECORD g o i . . 50' ROADWAY SETBACK LINE 1 FLAN M v w 1" O.D. IR N PIPE FOUND S-2487 £ SOIL TEST FOUND 3 CRY O ? 3/4" X 18" IRON REBAR SET WEIGHING ~s ! WIS Fr = 2 1.50 LBS. PER LINEAR FOOT ® SOIL TEST FROM SOIL u O - - TESTER'S MAP S+ m ~O v I 1 EASEME T FOR INGRESS & EGRESS `---J G bb THIS INSTRUMENT DRAFTED BY KEVIN REED JOB NO. 06-07 - DATE 02-03-06 REVISED 05-24-06 SHEET 1 OF 2 SHEETS 1 of 2 Vol 21 Pa.<},e 5219 44*4 yews : how 050,1 S o.v Wisconsin Department of Commerce SOIL EVALUATION REPORT 3 t Page of ivision of Safety an - and Buildings In accordance with. Comm 85, Wis. Adm. Code County $ T• Attach complete sile plan on paper.nol less than 8 1/2 x 11 flinches in size. Plan must include, but not limited to: vertical and horizontal refeience point (BM), direcli,60 and_._, . /Q Z, percent slope, scale or dimensions, north arrow, and to on- k, PaFcel l.D. r~~l-g1¢~st roa ~ . Please print all Mforma[ on. Revie Date Personal inlormation you provi e a v rd or secondary pu oses (Pri a q,Y L 171t?) (m)). Vc~ ` p Properly Owner Property L n / o ~ L / ~%o~fl fro S t/4 114 T Z8 N R17 s (or) W Property Owner's M,ailln Address - c # Subd. N e or CSM# . l'J- CSM Zz 3 d o /aT C S~ ~o w ~E/P ~To-n • City State Zip Code e N Nl/~N~ ~~1~t ` /y,tJ ✓~S.3O S umber E] City E] Village own Nearest Road (G/i) 7y7 22 ~/e&40T /70 S7'. New Construction Use: Residential / Number of bedrooms Code derived design flow Tate GPD 0 OV ❑ Replacement ❑ Public or commercial - Describe: Parent material _ 10CS5 O&We At2e S- Flood Plain elevation if applicable n. General comments and recommendations: -T/,re 7'LeS7`&Z> SVIT/S'•~p v 1AG7- )/o!>W SysM44 (cv1evao, fib, a Boring # ❑ Boring 19.30 • 2 Z S. S.S . VL Pit Ground surface elev. it. Depth to limiting factor 7 In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft= . In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 D•/D 16YR - - S 14VI -I.Ae CS 3A. --7 z • l /o y 1-5 s cs a 21. 3 •z5 1-00 45 cs z f- . ~ Z i. A~ -r~ sL S ~.S I y . T •!~o /D iP cz M-0 Ask d v . Z. . 3 r Boring # ❑ Boring • 3 ~ s s. sNJ Pit Ground surface elev. ft. Depth to limiting factor 2 / in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fit in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 / o- 7 /o YR 2-/3 - t s• ftf s cs I -r, . I.2+ Z 7-15 /,0 .3 s4 i'„ s uv 2 Am. y 3 s• Z~ /o yr2 sip z fshk s~ ~ a ~ . s . s • Z /o L /M hk cisA CS Z e , -7 . 8 S R G G I f M o 7•5S/GL /FS kV Effluent Ni = 8006 > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BODE < 30 mg/L and TSS < 30 mg/L CST Na a (Please Print) . Signature CST Number A'o/36e 7- Wld t'i 417- 4-f- Z24 3 7 s Address Date Evaluation Conducted Telephone Number Sip T• 7/5 • 3d~G•/~S Private Sewage Consultants 655 O'Neil Rd. Hudson, Wis. 54016 ORIGINAL ~R41 5&/P7 Property,Qwngr . " Parcel ID !1 Page 2-01 So►ingN 11 Boring g~.Q Q AS.s.f . Pit Ground surface elev. fl. Depth to limiting factor 2 In, Horizon be Ih Dominant Color, p Soil Application Rale p Redox Description Texture Slructgre ° Consistence Boundary Rools GPD/1112 In. MuilseJl Qu. Sz,, Con11: Color Gr. Sz. Sh. / Y,Q 2 •Err#r •Err#2 D'// /to L,S / a~S kt f • . 7 Z l• /oye • /o C ee. ~T-l S l EB7 ❑~Soring Boring ❑ pit Ground surface elev. fl. Depth to limiting factor in. Horizon Depth bominanl Color , Redox Description Texture ' St7u Lure Consistence -Boundary Roots Soil Application Rate In! Munsell 40u. Sz. Cont. Color GPD/ft2 Gr. Sz. Sh. •Eff#1 'Eft#2 . rr ! r ! ❑ Boring # Boring ❑ pit Ground surface elev. h. Depth to limiting factor in. Horizon Oepth Dominant Color Redox Description Texture Structure Consistence Bounda Roots Soil Application Rate In. Munsell GPD/112 Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 •EfN12 Effluent 01 = SODS > 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = SODS < 30 mg/L and TSS < 30 mg/L The Uepartment 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. SDb.R.I)O (R R/(q1. r L \ b o c I _O Iy ,o c C a ~ h ~ ~ ~ Q a► c'n w ~ e C O V° o on Nk. O ~ W o ~ ~ ~ o ~ ,o c LA z -