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Home My WebLink About030-1077-60-000 4 - Wisconsin b6partment of Industry, SOIL AND SITE EVALUATION REPORT Page I of 3 Labor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Coda COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but # not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I. D. ~l~v v dimensioned, north arrow, and location and distance to nearest road. _ 1_4z47-610 APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION r7rTw-"'ke T G P ROPERTY OWNER: PROPERTY LOCATION Derrick Construction Co. Inc. GOVT. LOT S 1/4 SE 1/4,S27 T 30 N,R 19 for) W PROPERTY OWNER'-.S MAILING ADDRESS LOT # BLOCK # SUBD. NAME 0 # 1505 Hw 65 2 na csm ~U ~2 9 ~/y CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE 9YOWN NEAREST ROAD 7 New Richmond, WT. 54017 ( St. Joseph 132 nd. Atre. New Construction Use [x] Residential/ Number of bedrooms 4 [ ]addition to existing building Replacement [ ] Public or commercial describe ttc~ Code derived daily flow 600 gpd Recommended design loa ng rate • 7 bed, gpd/ft2 •8 trench, gpd/ft2 Absorption area required 858 bed, ft2 750 trench, ft2 Maximum design loading rate • 7 bed, gpd/ft2 .8 trench, gpd/ft2 Recommended infiltration surface elevation(s) 95.50 ft (as referred to site plan benchmark) Additional design / site considerations na Parent material outwash Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem CAS ❑ U C3S ❑ U f~S ❑ U EIS ❑ U [3S ❑ U ❑ S MU SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence BounClary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trerlcfl - 1 2 9-20 10yr 4/4 none sil 2msbk mfr C1W lm .5 .6 Ground 3 20-33 10yr 5/4 none sicl lcsbk mfr crw if .2 .3 elev. 99.5 ft. 4 33-84 7. Depth to limiting factor +8411 Remarks: ,.f Boring # 1 -7 10 r 3/2 none sil 2msbk mfr 2m .5 i.6 2 2 -19 10 r 4/4 none sil 2msbk mfr Cfw lm .5 .6 Ground 3 19-36 10 r 4/4 none Sici Icsbk mfr if -9 :_1 9W I 99e4 ft 4 6-84 7.5 r 4/6 none ms Depth to f limiting A factor 1 Remarks: s ST CROIX CST Name:--Please Print Gar L. Steel Phone: 715-246-620 ZONINGOFF(cc Address: 1554 200th. Are.. New Ric nd WI 54017 Signature: Date: 98 6-26-97 PROPERTYOWNER Derrick Construction SOIL DESCRIPTION REPORT Page _2_ of" PARCEL I.D. #030-1077-60 Depth Dominant Color Mottles Texture Structure Consistence Bound3y Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench 1 0-8 10 r 3/2 none sil 2msbk mfr Crw 2m .5 .6 3 ' ' 2 8-31 10 r 4/4 none sil 2msbk mfr 1m .5 .6 Ground 3 31-37 7.5 r 4/6 none is os mvfr if .7 .8 elev. 99.4 ft. 4 37-82 7.5 r 4/6 none ms os mvfr na na .7 .8 Depth to limiting factor " Remarks: Boring # 1 0-10 10 r 3/2 none sil 2msbk mfr Cjw 2m .5 .6 4 2 10-36 10 r 4/4 none sil 2msbk mfr if .5 .6 x•::•::•:::::" Ground 3 36-80 7.5 r 4/6 none ms os mvfr na na .7 .8 elev. III 98.7 ft. Depth to limiting factor +80, Remarks: Boring # ?44 1 0-9 10 r 3/2 none 1 2msbk mfr crw 2m .5 .6 2 9-26 10 r 4/4 none sil 2msbk mfr crw lm .5 .6 Ground 3 26-35 10 r 4/4 none sici lcsbk mfr Crw if .2 .3 elev. 4 - ms 9q._2 ft. t-- Depth to - limiting factor - +80" Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Derrick Construction, Inc. New Richmond, WI 54017 MPRSW 3254 SE4SE4 S27N-T30N-R19W (715) 246-6200 t town of St. Joseph 41 N 1"=40' BM.= nail in Oak tree C el. 100' Al.t BM.= nail in Oak tree @ el. 100.80' +5 ~ w~ h ilk -f7 Gary L. Steel 6-26-97 Parcel 030-1077-60-000 05/11/2007 04:38 PM PAGE 1 OF 1 Alt. Parcel 27.30.19.275B 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 0 - JOHNSON, GERALD M GERALD M JOHNSON 1025 ST CROIX ST HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 4.480 Plat: N/A-NOT AVAILABLE SEC 27 T30N R19W PT SE SE BEING LOT 2 Block/Condo Bldg: CSM 10/2948 4.48 ACRES Tract(s): (Sec-Twn-Rng 401/4 1601/4) 27-30N-19W Notes: Parcel History: Date Doc # Vol/Page Type 04/30/2001 644176 1629/230 WD 07/23/1997 1112/349 WD 07/23/1997 1066/538 PR 07/23/1997 452/224 more... 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/08/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 4.480 82,600 0 82,600 NO Totals for 2007: General Property 4.480 82,600 0 82,600 Woodland 0.000 0 0 Totals for 2006: General Property 4.480 82,600 0 82,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor end Human Relations 0,v•.icoof Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/ 1 c, size. Plan must include, but St. Croix not limited to vertical and horizontal reference poi ittl~ ~lir rf of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and dis earest roa 'pending APPLICANT INFORMATION-PLEASE ALL. INFO M~ TI REVIEWED BY DATE PROPERTY OWNER: : FMMPERTY LOCATION LOT SE 1/4 SE 1/4,S 27 T 30 N,R 19 ~ (or) W Jerry Lupke PROPERTY OWNERS MAKING ADDRESS Isit. BLOCK # SUED. NAME OR CSM # c~k na csm pending $$0 C.T.H. #E v CITY, STATE ZIP CODE PHONE NUMBER Y ❑VILLAGE MOWN NEAREST ROAD Hudson WI. 5 016 15)24.6-5.565 Joseph 132nd. Ave. JKJ New Construction Use [Xk Residential / Number of tieiirt~oms 3 Addition to existing building I Replacement [ I Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate • 7 bed, gpd/ft2 .8 trench, gpd/ft2 Absorption area required 643 bed, ft2 563 trench, 1112 Maximum design loading rate 7_bed, gpd/ft2_.$trench, gpd/ft2 Recommended infiltration surface elevation(s) 94.84 It (as referred to site plan benchmark) Additional design / site considerations na Parent material outwash Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable for system ®S ❑ U ®S ❑ U EIS ❑ U ® S ❑ U ❑ S ®U ❑ S EI U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Clu. Sz. Cont Color Gr. Sz. Sh. Bed Tmr 4 1 -12 10yr2/2 none 1 2msbk mfr 91a 2f .5 .6 1 k° 2 12-33 10yr4/4 none sil lfgr mfr gw if .2 .3 Ground 3 33-41 7.5yr4/4 none is Osg mvfr gw na .7 .8 elev. 98.84ft 4 1-84 7.5yr4/6 none co s Osg mi na na .7 .8 Depth to limiting factor +84" Remarks: Boring # 1 -10 10yr3/3 none 1 2msbk mfr 9W 2f .5 .6 2 ` 2 10-36 10yr4/4 none sil lfsbk mfr gw if .2 .3 3 36-43 7.5yr4/4 none sl 2msbk mvfr gw na .5 .6 Ground elev. 4 3-84 7.5yr4/6 none co s Osg ml na na .7 .8 99.1. Depth to limiting factor +84" Remarks: CST Name._Please Print Gary L. Steel Phone: 715-246-6200 Address: 1554 200th. Av . , ew Richmond, WI. 54017 Signature: Date: CST Number: 6-27-95 cstm 02298 PROPERTY OWNER Jerry Lupke SOIL DESCRIPTION REPORT Pagr 2: of 3 PARCEL I.D.J pending Depth Dominant Color Mottles 11 Structure GPD/ft Boring # Horizon exture Consistence Boxxiary Roots Bed ITrerxft in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. 1 0-10 10yr3/3 none 1 2msbk mfr gw 2m .5 .6 3 2 10-32 10yr4/4 none sil lfsbk mfr gw lm .2 i .3 Ground 3 32-38 7.5yr4/4 none is Osg mvfr gw na : .7 .8 elev. 4 38-90 7.5yr4/6 none Co Osg ml na na .7 .8 98.74 ft. Depth to limiting - factor +90" Remarks: Boring # 1 0-13 10yr2/2 none 1 2msbk mfr gw 2m .5 .6 'w 4 2 13-3 10yr4/4 none sil lfsbk mfr gw if .2 `.3 3 34-3 7.5yr4/4 none sl 2msbk mvfr gw na .5 .6 Ground elev. 4 39-8 7.5yr4/6 none Cos Osg ml na na .7 .8 98.84t, Depth to limiting Remarks: Boring # 1 0-13 10yr3/3 none 1 2msbk mfr gw 2m 5 .6 52 13-3 10yr5/4 none sil lfsbk mfr gw if .2 .3 vE.:;;:::» 3 36-39 7.5yr4/4 none is Osg mvfr gw na .7 ~.8 Ground 4 39-84 7.5yr4/6 none Co S Osg ml na na .7 ? .8 elev. 98.64 ft. Depth to limiting factor +84" Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(R.05/92) r r STEEL'S SOIL SERVICE Gary L. Steel Jerry Lupke 1554 200th Ave. CSTM2298 SE4SE4 S27-T30N-R19w New Richmond, WI 54017 MPRSW 3254 town of St. Joseph (715) 246-6200 d lot #2 N 1"=40' BM.= top of NE lot stake C el. 100, A 0 r r o k~ o GSM Y0 9 g. PIN Gary L. Steel 6-27-95 JUL 1 2M » sr C F VEYOR'S REILED RQIX COUNTYCQRD JUL 5 1995 ► q WHM it W&% z 5,30869 r C OOD D 0 Z 0.0-1 °o o I o • _ 01 Bearings are referenced to the East line of the SE1/4 of Section No 27, assumed to bear N00°03'33"E rn a J t'' - ' o X. tm~ to x - S 3 ~ 4- r*"r`D tD Ct+ 01 =N 0 0 7 t1J O tt a to -%to - M Ct B M O -n O - •n n 0 (t ~ 0 CD > > ~ 1" Iron Pipe Found S02°55'01"W, 1.69 feet 0 'D. --0 o a1< from computed position O O o II a (D a 0 1" Iron Pipe Found 500°54'48"W, 1.49 feet £ n No 0 in J from computed position CD (D w r 1" 0 0~ a o ~ o co UN PLAT T E _A^Jr%S cn w rr ~ Lam? T 4 b yr . 1111 r ,y 0 F1 `,/OL. 2. PG. 584 1 H. 1 West line of the SE1/4 of the SE1/4 N (D o ~S00°15' 5911 , 1086..26'---,- 0, 0 S0005915111 W 1075.00' (D 616' co Z Z M p..........I^a. 1 ....,m j 0 ~ Ip I Tl -P Ln w ¢1~a' to r a) r r - 9C lD W Ol u, 1 tD V O -'I N r a a' < m oo w O :1 00 O n T, w to tom m w 6 ° T C) 0 00 > rt (D t= ` tJ a u o o o I o I n rn n - I trJ C o tt x It M t r \ \ - i -i can 'p rCn I -0 1-+ tE E & I f r'I 0 ? I 1> SO0°03'33"W 626.33' w CD U I+1 _ to I -I 612.47' 13.8611-- - \ F' M -0 1 I f11 0 1 N N ~ 1v w I~ 1 S ; o o 0 w ! C. ° ICS 230.03' 230.03' 0 437.32' w 14.89'- _ I(" N N00°59'51"E cn o N00°03'33"E 460.06' ~ I o Z I~ 452.21' ° 00 IC7 w AN D'S Cn i o w lD I r o - oo IN I ) In IQ Z • ILA 1~- I-4 I ly W 1 1 , 1` I I F✓ 4- to 100 c N 0D t: t It o w to Co O fi I -o M 0' 33' 33' I "W V O_ 00 31n -P tlr NA C nN ~ - wW ~ S00°03'3 I 1 ~w 453.57' 0 0 (A CD N .0 CA .G N t1D" U7 437.12' 16.45' I ~ N N t,0 N O CD r* V O O N O M ;0 11 1- -j 6 AP`r'it~ 7E f Ln O O O C> 0 N t N ~ Oo NO0°0 13311E 608.58' 17.85' ( N00003 13311E ST. far Mm 711.271 N00°03'33"E 626.43' of I , 0 East line of the SE1/4 11337.70' U1 o L'tm[rtx4hertsrrNi lca ,>il6 C ~~nmtt' ~ 3 o n p*trtrGbl' J1`1PLATTE10 LADS o N 7 l( *0 Y I M71iI1 • # ~ ' tai It'i This itnr melt drafted by Ed Flanum Job No. 95-22 ,t)o VOL. 10 PAGE 2948