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HomeMy WebLinkAbout030-2009-20-000 (2) 2383 SOIL EVALUATION REPORT Wisconsin Departure Page 1 of 3 Commerce A.C.E. Soil & Site Evaluations invGgapdanceyvith Comm 85, Wis. Adm. Code Attach complete site plan o 8' h x 11 inches in size. Pla county St. Croix include, but not limite, onzerence point (BM), directio percent slope, scale os, north arrow, and location and distance tc Parcel I. D. M 030-2009-20-000 pease print all information. Revie By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. / 7 Property Owner Property Location GG~ Kevin & Barbara Yoder Govt. Lot SW 1/ SW 1/4 3 T 30 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or M# 616 Co. Rd. E Na Na Na U City State Zip Code Phone Number City Village Town Nearest Road Hudson WI 54016 (651) 206-9951 St.Joseph 61 St St. New Constructior Use: V Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Glacial Outwash Flood plain elevation, if applicable na General commentec and recommendations: Soils suitable for conv. dispersal cell at 0.4 gpd. linfiltrative surface elev's to be approx. 48" - 60" below grade. Rec. system elevs. = 90.0', 89.5', 89.0'& 88.5'. 4- Z Zoe, `l ❑ Boring # Boring Pit Ground Surface elev 95.06 ft. Depth to limiting factor >102" in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft; in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Ef 1 0-11 1Oyr3/3 none sil 2fgr ds cs lfmc 0.6 0.8 2 11-18 1Oyr5/4 none sil lfsbk ds cs 2fmc 0.4 0.6 3 18-41 1Oyr4/4 none sil 2msbk dsh cw 2vf,fm 0.6 0.8 4 41-52 1Oyr5/4 none Ifs Osg dl cw 2vf,fm 0.5 1.0 5 52-78 1Oyr5/6 none s Osg di gw 2vf,fm 0.5 1.0 6 78-102 1Oyr4/6 none s Osg dl - - 0.5 1.0 Horizon #5 contains approx. 40% cobble. Horizon # 6 contains 114" - 2" bands of 10yr4/4 Ifs at 4" - 8" intervals. Loading rate reflects reduced permeability horizon associated with banding. 2 ] Boring # Boring *~,H Q1 de, Pit Ground Surface a ev % 92.57 ft. Depth to limiting factor >98" in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft' in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *E f#2 1 0-12 1Oyr3/3 none sil 2fgr ds cs 2fmc 0.6 0.8 2 12-16 1Oyr5/4 none sil sfsbk ds cs 1fmc 0.6 0.8 3 16-33 10yr4/4 none sil 2msbk dsh cw IAfm 0.6 0.8 4 33-79 1Oyr4/6 none lvfs,fs,ls Osg dl cw lvf,f 0.4 0.6 5 79-98 1Oyr5/6 none Ivfs,fs,ls Osg dl - - 0.4 0.6 Horizons #4 & 5 consist of several layers of ivfs, Ifs, fs, is & s too n merous to differentiate. Loading rate reflects most restrictive permeability found with horizon. Horizon #4 contains approx. 40% gravel & cobble. * Effluent #1 = BOD 5> 30 <_220 L and TS >30 < 150 mg * Effluent #2 = BOD.<30 mg/L and TSS < 30 mg. CST Name (Please Print) Signature. CST Number James K. Thompson 3602 Address A.C.E. Soil & Site Evaluat' Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 12/4/2014 715-248-7767 Property Owner Kevin & Barbara Yoder Parcel ID # 030-2009-20-000 Page 2 of 3 31 Boring # Boring Pit Ground Surface elev 92.13 ft. Depth to limiting factor >96" in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft' in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2 1 0-12 1Oyr3/3 none sil 2fgr ds i;s 1fmc 0.6 0.8 2 12-18 1Oyr5/4 none sil sfsbk ds C5 1fmc 0.6 0.8 3 18-40 1Oyr4/4 none sil 2msbk dsh cw 1vf,fm 0.6 0.8 4 40-54 1 Oyr4/6 none gr strat s Osg dl cw 1 vf,f 0.5 1.0 5 54-96 1Oyr5/6 none Ifsfs,ls,s Osg dl - - 0.5 1.0 Horizons #4 & 5 consist of several layers of Ifs, fs, Is & s too numerous to differentiate. Loading rate reflects most restrictive permeability found within hor' Horizon #4 contains approx. 30% cobble & stone. ❑ Boring # Boring Pit Ground Surface elev ft; Depth to limiting factor in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GP /ft' in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2 ❑ Boring # Boring Pit Ground Surface elev ft. Depth to limiting factor in. Soil Application Rat Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPD/ft' in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh *Eff#1 *Eff#2 I * Effluent #1 = BOD 30 <220 mg/L and TSS >30 < 150 mg * Effluent #2 = BOD 5< 30 mg/L and TSS < 30 mg. 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. Soil & Site Evaluations 50,./e 141U4t6.01,/0; E &'wsE•*T yroak cre0. o ' dig $ ~ri6~a yodc,-javl.. wwdso 1, CAM 5$016 SwYSl3wYs/, .Sec. 3s; T. Sod, Coo:X Coy ~J/. ~ov~~ 6ein~ ~S~ ocr'ts ~ls~%^~ CC C v ~ ~ ~.wrt4'GE! S (a~ 3 it, -A wi. + ~6,6o K-of sad: Elea s~Ot7.(o/,' J v d c~. wl(: t6" to QFSid; , f~SsWwtcd 3 e t e% ~ 740. G~,~ dx. f,' ui an a • 3 Wdrv&" M lSt~a RcSiduce r 97.28 • b _ 1y 3 L~ ` -I 1e Qi r b 93.of' - ~ ~ y1' of k,c.d 83 ~ l~a.uc{ File _ . 3 ' XV, 3 aF3 -0 00 ~ c 3 0 O v) a o 0. 0 a) o co 'a U) o w m~o o 0 0 t co 5w c C L ~0 0'a Y 2 N> N O co m c '5 'E .U O 4 N- a 7 N C O N w c a > T. 7 N '0 c_ N£ N E o 7 N N co N N C O)o a O- M 0 E (n OIL- .m H a) co 5, -c c o O c c a) c Z CL O o 0-0) mo a)E~a) (D (n E "O N a) N a7 > 0~ a) a)o N Co c- U 7 015 'O a) '0 Y N a) 0 fl.L M O• a 2-oz= C a)m 0).. C N>~ .1 m O j LL g N N m; :s a; a) 0 3 H :3 E V; of _y N O 'o N O O a) C O j 0 Q =w a) cm 3 a) -o CL i 3 ~ vI' 0 _rn o V O Z ~ y y M d co M I- c ~ 0 d' I C w O z Z U c m z o o fA I- O ~ Z C a) M 7 ~ _~V N N O c O z z z z 4; 'D N N C\l 0 - R O N n a C N a1 a) IL EI L U v o D D O F- F I- _ 5 u' LL = O O O z "Oki CL CL CL zt a ►i g c to J C.) rn 0) z W O O o D O O a. co O i)) o ~r1 _ I' U d~ Q Z C/J 0 i o U) U) ~•~l 00 3 c° y 5 E Al 0 U o j -C 6 a) ate) a o •v o N H a) o c c a 0 N M L - O E E ..p N V Q 2 C N N C~ (0 • S: N c) O N '06 '00 4) O 3 c;? N O O w U O Cl) U) O N Z Z to O ~ LC E d v~ d a L: (L CL c) a) c t~ O t6 3 3 -o L) IL 0 U) c DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDUSTRY, C DIVISION LABOR AN P.O. BOX 796 OHUMAN REDLATIONS PERCOLATION TESTS (115) MADISON WI 3707 (ILHR 83.09(1) & Chapter 145) LOCATION: SECTION: ITOWNSHIP/144. OT =]SUBDIVISION NAME: sw s~ 0 y 3 y /T 3o N/R /7 E (or) W sr ~iasE,o - COUNTY: ,~/p~ MAILING ADDRESS: ~EtiTvRY 1/ Efi~ EST~tTE -1 _r ~rr<•CiPO/ ~D/?P. At', " ~ 7b ~i r1 G~,~y~a~ig~ Pay D~/foN /~P ,Pr'v f~~/S 4~/$ USE K AIK DATES OBSERVATIONS MADE S 4 02 Z NO. BEDRMS.: COMMERCIAL DESCRIPTION: S. Residence 1:1 New Replace I aAfiV . /'f . t l ! / iFN /4 14 RATING: S= Site suitable for system U- Site unsuitable for system T I'6-6 'fo'v /.(1) ONVENTIONAL: MOUND: IN-GROUND-PRESSURE: r YSTEM-IN-FILL OLDING TANK: RECOMMENDED SYSTEM:loptio a s ❑u Q s ou a s au a s ©u a s / 1' u 3 T.C'~NCG•c S If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s. ILHR 83.09(5)(b), indicate: GGr¢SS = Floodplain, indicate Floodplain elevation: )tQ--- 6V4,07Z-je TEST CbarQisie,,,$ ; W7-/-y ,r-y PROFILE DESCRIPTIONS BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED EST.HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) 12 r , 0 oP 63 3 . B- I /0Z 9yGo A0 7lDZ B/ogry Sr) of-4a, ~w•P S( 12" d,P. . 'T. SP 1w-,2eX _57 8.v- taun;e PoCd'e )`S r- 144 "OCA-x ZO N ri 1~~-/SN - ,ri/ .6N SW. (f'l14 'f- B- Z /OQ WAI 131o«y sue, /a" t3ti. 4, Ad Cov,Pf-e s/ 6G x q eouR&e SI 'wR 13~+ s B- B- >/O~ y" a .Cfeu.,Rc/ Si fl, '04f "'y SN • 1340 r:/ey _6 gem Sf' Co M BN , F i r.+R 5/ c1y" ~t~iC7`v.E' c atc Z S m wQ. ~u . Co v ~f S/ gaoC 5~ef.Ce c/eafpeA_f PERCOLATION TESTS } TEST DEPTH WATER IN HOLE TESTTIME DROP I WATER LEVEL-INCHES RATE MINUTES f NUMBER INCHES. AFT RSWELLING INTERVAL-MIN. PERIOD 1 P RI D2 PERIOD 3 PER INCH P_ 9y 6~ o' /s U P ° y ,ko r IS l4 . 7 P- P- P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. r ' SYSTEM ELEVATION. 1111k 5T , F/ '40 w T.PF-j eA, - 14 .6 0 r t T I 1 7 . _ k ~ ...E i - { z i ~f. N , ' i r { n r L 1~ _ O~ 471 , _ _ _.._.T Y I, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. ` NAME (print : TESTS WERE COMPLETED ON: HOMESITE SEPTIC PLUMBING CO. G C 655 O'NEIL RD., HUDSON, WIS. 54016 evw . 5 - l l ! / ADDRESS: ROBERT ULBRIIGHT CERTIFICATION NUMBER: PHONE NUMBBERIo tional): y'Ir. MASTER PLUMBER LIC. NO. 3307 M.P.R.S, 3P0 6 > t NO, WON CST NATURE: 2uA i 4"V DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHR•SBD-6395 (R, 10/83) - OVER - 1 PLo T P`AA-) . /3A-Cll ffaE • rs x = /~~c s%r~-s HOMESITE SEPTIC PLUMBING CO. 655 O'NEIL RD., HUDSON, WIS. 54016 # 2!/~Z ROBERT ULBRIGHT VIS. MASTER PLUMBER LIC. NO. 3307 M.P.R.S. .41NN. INSTALLER & DESIGNER LIC. NO. 00663 O wet,- 75 O ~/fv,= ioo, a 9#0 E vex f. ,Pe-F or IS 8 07MAA - - - - - ED'lr of O s a M`TAf S."pho 6-. 1 4 SlUm EO~p a of Flo A 4o' 4 sDiPMS • p~OE 6" $3 ~Bz ,y' I A C :y J. Sy 0 2 y -1 0 22 Govvv - y" t.r. vt.u T To T~'fM~ffvT T,4,ue of ttaKym~ SiZfd coapiTroa ' v r- A f3 3/y" r/;"- eoN.✓fl 7Z P I of ouaAew 143 W ~o o lp s~1S-rcM ' ~ oR J ,f i ti G ZOO - '/C/ ~ Parcel 030-2009-20-000 07/13/2007 05:06 PM PAGE 1OF1 Alt. Parcel 34.30.19.382C 030 - TOWN OF SAINT JOSEPH Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - YODER, KEVIN A & BARBARA A KEVIN A & BARBARA A YODER 616CTYRDE HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ' 616 CTY RD E SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 4.500 Plat: N/A-NOT AVAILABLE SEC 34 T30N R19W SW SW COM 647.53 FT E Block/Condo Bldg: OF SW COR SEC 34 TH N 2DEG W 329.22 FT TH S 79DEG E 201.63 FT TH S 1DEG E 70.24 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) FT TH N 86DEG E 124.46 FT TH S 227.15 FT 34-30N-19W TH W 314.8 FT TO POB ALSO COM SW COR SEC 34;THN90DEGEALGSLNSW1/4 a -7t3 more... Notes: Parcel History: Date Doc # Vol/Page Type 08/02/2000 627468 1531/262 WD 07/23/1997 1054/125 WD (NYC iV/ ,tA~l~ 07/23/1997 900/351 07/23/1997 885/433 more... 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/31/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 4.500 120,000 96,100 216,100 NO Totals for 2007: General Property 4.500 120,000 96,100 216,100 Woodland 0.000 0 0 Totals for 2006: General Property 4.500 120,000 96,100 216,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch 142 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ,2411/ W .20bq 9~ X00 38ZA-ro rn o FILED 0 4~ 71 4--ld 2uol f1p, adt, %OZ9 20 0~ C'. 1,4/ZB3j 0 C T 19 1994m- 522628 9 JAMES 0' L Register of Deeds of Deeds SL Croix Co., WI CERTIFIED SURVEY MAP 3 Located in part of the SWa of the SW4 of Section 34, T30N, R19W, Town of St. Joseph, St. Croix County, Wisconsin. CURVE DATA 1-2 AREA OWNER Radius 1839.86' lot 2 Malo Duden 3.38 Acres Inc. R/W 610 County Highway "E" Central Angle 01°45'28" 147,325 Sq. Hudson, Wi. 54016 Chord Bearing S88°53'09"E 3.05 Acres Exc. R/W Chord Length 56.44' 132,789 Sq. Ft. w N W Arc Length 56.44' Lot 3 r d rt ~ Tangent Bearing S88°0012511E 4.30 Acres 187,186 Sq. Ft. Tangent Bearing S890451 ~3PAR ,-r. 0 r 1nJn w VQL. 547, PG. 708 o I\ 33133 K w-S'8905'5'-171%726.20' ,M „ -32.781: 347.39' 346.03' 34.03' _ H C/1 ° N -380.171- I °o - - 760.23' -380.061- N. s N (yj m ° _h N U N w~ i o ;V x = °oC o I - I - w o r m o f CD - C~ N ' Icy N : LOT 2 co LOT 3 r rn M_ ° fil T I C° m T V I H N ~6 0, f r1j CZr1 N W co D I N89°42' 36"E un IU I~'~ -co 2700' o 378.76' I I-I 58.19' 320.57' 250.00' O C) N87°45' 45"E 628.76 In ° yo~s a l , o I N o " C2 W N -n w N O o .N. o A/ . 1 94 rl N Itn 1-I o C ~ m - ~ /tT1 rn D- 5 ITY u2!& I --~J co r : eh+a,^.5rl' P141 ?~ni7i3 alld N f r ~ c 7 7 (n N N`r (N N S78 °2g l~jll -;.~t rPcordeCl (+V D I m c ; ~3j • 26 I Y4: "?o days of II G, m ° I I N 3 _ "li" ilt date ICO r -,y: ••r.~t s!ialt bo I~ z m I I - S79035' 'E 9 I ~W Corner ~ (D Section 34 cr,: N90°00' 0011E - u - LEGEND 962.54' o _ l,. I . H. 9 Aluminum County Section Monument Found SZ outh line of the SW} • - 111 Iron Pipe Foun6 IJN1DL-1 (ED I ANDS 0 1'I x 24" Iron Pipe Set, weighing 1.68 Bcn lbs. per linear foot 100' Roadway Setback Line ALI-Et-4 C. E, r x Existing Fence Line 1 (VYHAG1:"1 p Septic S'11,07 1 t SCALE IN FEET H:tD.`.~,ON, t y7'`'' 100 50 0 200 400 SHEET 1 of 2 SHEETS VOLUME 10 PLGE 2831