Loading...
HomeMy WebLinkAbout030-2038-50-050 (2) r `SOIL EVALUATION REPOFI'-"-" #1562 Page 1 of 3 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Division of Safety and Buildings Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. DSD Part of 030- 38-50-069 Please print all information. Revi By 7/ Personal information you provide may be u s. 15.04 (1) (m)). z [i Property Owner P operty Location Crawford, Michael And Judith G vt. Lot NE11, N /4, S25, T30N, R20W Property Owner's Mailing Address 1-4t # Block # Subd. Name or CSM# 2 147 Hwy 35/64 1 IX5 ~ ~ CSM Reodiag (10.29 Acres) 3 c 7 City State Zi CodeST 7Y ❑ City ❑ Village ❑ Town Nearest Road Houlton WI - StAoseph 25Th St ❑ New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Outwash Sand Flood plain elevation, if applicable NA ft. General comments and recommendations: Area is suitable for a conventional system with a 0.6 gpd/sqft rate. Possible system elevation for Area 1 is 93.30'. Slope of area is 5% a Boring # ❑ Boring ❑ Pit Ground surface elev. 98.81 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-5 10yr3/2 none sl 2mgr mvfr CS 2m,2f .6 1.0 2 5-18 10yr4/4 none SI 2fsbk mfr gw 2f .6 1.0 3 18-32 10yr5/6 none sl 2msbk mfr Cs 2vf .6 1.0 4 32-96 10yr6/4 none s Osg ml .7 1.6 ❑ Boring # Boring ❑ Pit Ground surface elev. 98.31 ft. Depth to limiting factor 98+ 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 0-7 10yr3/2 none A 2mgr mvfr CS 2m,2f .6 .8 2 7-15 10yr4/6 none SI 2fsbk mfr gw 2f .6 1.0 3 15-28 10yr4/4 none SI 2msbk mfr gw .6 1.0 4 28-50 10yr6/4 none s Osg ml Cs .7 1.6 5 50-54 10yr5/4 none sl 2msbk mfr CS .6 1.0 6 54-98 10yr6/4 none S Osg ml .7 1.6 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS s 3O mg/L and TSS <_30 mg/L CST Name (Please Print) Signa ure: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 3/29/2007 715-247-2941 SBD-8330 (R07/00) Property Owner Crawford, Michael And Judith Parcel ID # Part of: 030-2038-50-000 Page 2 of 3 3 ] Boring # Boring -'F Z pit Ground surface elev. 96.41 ft. Depth to limiting factor 98+ 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 0-8 10yr3/2 none sil 2mgr mvfr cs 2c,2f .6 .8 2 8-13 10yr4/3 none sl 2fsbk mfr gw 2f .6 1.0 3 13-38 10yr4/4 none sl 2msbk mfr gw if .6 1.0 4 38-45 10yr5/6 none Is lcsbk mvfr gw .7 1.6 5 45-98 10yr6/4 none s Osg ml .7 1.6 3, 3 .l 3~, 32 -7 ' ❑ Boring # El 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#1 *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#1 *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 (8.07/00) Schmitt Soil Tes", bx. Page 3 -of 3 Conducted'by:' Conducted For,: - - Schmitt Soil Testing-Inc. - Name: - - Michael; and Judith Crawford Thomas J. Schmitt; CST 227429 - - Address: 147 Hwy 35/64 1595 72nd !St. _ City, State, _Zip: _ Houlton,_ W1.54082 - New Richmond, WI._54017 Phone: 71-5--247-2941 Subd.Name: NA (proposed) Signature o.l~~c Lot No.. South Lot) Date 3 Legal Description: NE1/4 NWIA S25 T30N R20W ® Backhoe pit Township, County: St. Joseph, St. Croix County Altcrria ark El 100.00' Top of 2" pvc pipe 0 Bench tc Bench Mark El. 99.96' Top of 1" steel line point pipe (So Lh property line Slope=--5_%_1 S - - _ - - Scale 1" = 40' y ~ r A- A y' (,Nr p'1-P.',~ _ , _ _ - Q ~s• i •i Q~ XY.tZ 21 BANN-- .7- 130 R & 203' P 204' MICHAEL & JUDITH CRAWFORD.~.m ° 25TH ST. - HOULTON, WI SLIM 2% TMk +tlOM, MM OF ST. JONWK vOMM M - • _ ~s•a v nc CONCEPT dd1•bllmmm sow 9umk r ~...v... 5 U 9 a 0 2 RECEIVED 850040 KATHLEEN H. WALSH MAY 3 0 2001 N z REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 05/21/2007 10:40AM _ or. CROIXCOUNIV CERTIFIED SURVEY MAP ORVEYOR'S RECOFC VOL : 22 PAGE : 5397 REC FEE: 13.00 COPY FEE: 3.00 r PAGES: 2 r*1 ( 'O Cn -n 'v Cn T Cr--) I p rn o m m O N p m z< cdz z S I~ Dv m p 0 2 0 u Lo )v 2 Oa W0o d° 9(99paa'6~Dw) y BEARINGS ARE REFERENCED TO - c p n - - THE NORTH LINE OF THE NW1/4 D Z 0 a A (NOO°17.12"E) $ m OF SECTION 25. ASSUMED TO m o m oo m m c NGO 15'E 469.81' BEAR N89°06'45"E (ST. CROIX c O WEST LINE OF NE1/4 OF THE NW1/4 COUNTY COORDINATE SYSTEM) 00 n to v 0 ~c ~ Rl vm , c z mm a Zm~ I f&4 .0 z J CID 0,0. 18 m ~c ;s~yN ~ O C Q" A. Z 4~M :z Iz 0 10 z l 1 * t r 'ZZ a rj N ,n 0 o pow IoI w° tiz T. NNO O i_ 9 `D h"3 O 1,90 q`o y p -1 y A I I I n~ 26 pp C = uu+ J Z z cn. Z I~ A W ~2 j Cf) _ o ism 3^ I N I > 0 j (A T m j n O p T cii S 16 m y SO0°07'57"W 270.06' W ~n I G ~ 6 oQ I+V 4 19 ' o lm t Cp I Ij I Il°Rl rn ^c0 DI I~ ^ w w ± r 1 O8 0 m m jQ l O ^~W f t~ Rj V 0 m d ~ IQo ~a~ z m -4 29 o 4~6 4 I I° Imo' 0z t.J" •4 i. iAR. .~C~/1 I w I i OO c Z i7o (Nj I C ,'Cp,~ .Z7 m 1 0 of A... c~ a ro - I ~ O ( 47'45"'1"E) N A N y Inn O~ O. p C `Q v n i S00.4T45W 221.78' a 58 AA Z r m 276.55' C 1 (59.00'). , O p 1 yA-7-' -4729_21' 94 ~ ~ ~ pg C ~ irn '13 - S00 26 W 446,$OV 7D.10.52 m m to m~S a ~7 _(N00.09'08"E). 2S7y~ c c n'1 6O4 S00'2I G"W 5234.80' Q , II• NORTH-SOUTH 1/4 LINE dOO 4 9 a C~°~°Gvtl° OG'J WOOL. 9L'°_ 9@77 0 O 11``OJ~ O ~1 f 2 SHEET 1 OF 2 •`Z' o' 0_5M v01, -2,2-, Ptr 53 7 ! y~~%.` ' ~ .ice' L//,G'• .~f " C) >~1 i i J li FILED N i Q,=1o W157Y SO JUN 11992 ai JAM~3 O'CONNELLL - 48407 3 ui " CERTIFIED SURVEY MAP d.~ : Located in the NEi of the NWJ and in part of the SE} of the NW}, cen o all in Section 25, T30N, R20W, Town of St. Joseph, St. Croix County, Wisconsin. w V ° M LEGEND L. z B - Aluminum County Section Monument Found s • - 111 Iron Pipe Found v 4j 4- v o - 1" x 24" Iron Pipe Set, weighing 1.68 lbs. per linear foot t. r - Existing Fenceline A d ° ,j _ Roadway Setback Line OWNER c N .rl . - Previously Recorded Bearing Ken Hill b N 234. Cty. Rd.,. "E" co b Houlto`n; 'VII 54A82 NW Corner of UNPLATTED LANDS Section 25 Ni Corner of North line of the NW} Section 25 S8801W S880491 5011W 1291.94' 1291.94' f CO 1 H a is i • ' 15.00 Acres Inc. R/W 653,396 Sq. ft. .a I w 14.79 Acres Exc. R/W z - 644,125 Sq. Ft. 221.78' W v N8804915011E 1293.131 100'. I NI :g~ .Fa 1266.62' 13! 26.51' s 3 F-7- ° N, 2 ' i. o+ tD q nc. R/W " i• N 15.00 Acr [.F ,w o 0 653,402 S t. (°o N to O 1A = z O = c°n 14.67 Acr xc. R/W 639,226 S t. !LOT 1 S88049150294.31' N o ~2- 1264 0 w w 29.621 Fl a. C_S_M. IN o° 4j ° 'l V. 6, P. 1517 O$ W1 (p3~9~ ;o PINE VIEW TRAIL 1 Acres Inc. R/W _ ~ ~ . `oc 684,453 Sq. Ft. 15.09 Acres Exc. R/W o v I LOT 2 .0\64oS0657,358 Sq. Ft. OsHEO Gos FI C_S_M _ IN C~ SHED I ao v~ \ jr U ~ \ L OUSE V. 4, P_ 1062 S25007'021 I W \vj S2 9 N I 10.00' \'F,;S64o S, I C-1 0 IV 1.11 0 3.9. ti xa++*a 60, H I ' .l.t.. U~ f 4, $991 iYi- AG N L,q tP 0 I z~ r O V1 ire { SCALE IN FEET » E + f7 N \ 0 X70 400 600 Thio instrument drafted by Fran Bleskacek Pro j. No. 80-06-192 VUME 9 PAGE 2487 , Parcel 030-2038-50-050 03/13/2008 01:27 PAGE 10F 1 Alt. Parcel 25.30.20.481-A10 030 - TOWN OF SAINT JOSEPH Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 05/21/2007 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - CRAWFORD, ALLAN W ALLAN W CRAWFORD 147 HWY 35/64 HOULTON WI 54082 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description * 1396 25TH ST SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 10.450 Plat: 5397-CSM 22-5397 030-07 SEC 25 T30N R20W PT NE NW FKA PT LOT 1 Block/Condo Bldg: LOT 05 OF CSM 9/2487 BEING CSM 22-5397 LOT 5 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 25-30N-20W NE NW Notes: Parcel History: Date Doc # Vol/Page Type 05/29/2007 851427 QC 05/21/2007 850940 22/5397 CSM 07/23/1997 991/297 WD Rr C 07/23/1997 988/529 mor 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/30/2007 Description Class Acres Land Improve Total State Reason Totals for 2008: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00