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Home My WebLink About010-1069-10-200 Wisconsin Department of Commerce SOIL EVALUATION REPO PIP Page 1 of 3 15 Division of Safety and Buildings . in accordance with Comm 85, Wis. Adm. Code County ST. CROIX Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. e ling) Please print all information. Re Date Personal information you provide may be used aw, 15.04 (1) (m)). Property Owner roperty Location LARRY WALL WE vt. Lot E 1/4 SW 1/4 S 28 T 30 N R 16 E (or)❑W Property Owner's Mailing Address Rity Block # Subd. Name or 1303 23et (Pending) J(OO~ City State Zip Code NIN FF ❑~llage ■ Town Barest Road Glenwood City, WI 54013 130th Avenue E] New Construction UseE] Residential / Number of bedrooms 3 or 4 Code derived design flow rate 450 or 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material outwash Flood Plain elevation if applicable bTA tt. General comments and recommendations: Conventional In-ground trenches 0.6 loading~ rate 1❑ Boring # ❑ Boring Q Pit Ground surface elev. 99.35 ft. Depth to limiting factor 62 in. Soil Applicar o Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-5 10YR2/2 - sl 3fgr mvfr cb 3vf-co 0.6 1.0 2 5-13 10YR2/2 - sl 2f-ma&sbk mvfr cw 2vf-co 0.6 1.0 3 13-20 10YR2/2 - Is if-msbk tuft' cw 2vf-co 0.7 1.6 4 20-36 7.5YR3/2 is 2f--msbk mvfr cis 2vf-m 0.7 1.6 5 36-62 7.5YR3/4 - s Osg ml as 2vf-f 0.7 1,6 6 62-66 7.5YR4/4 c2d SYR4/6 S Om mvfr 0.5 1.0 Horizon 5 has 501/o gr; few cobs. 2 Boring # ❑ Boring F 98.20 60 0 Pit Ground surface elev. ff. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 04 10YR2/2 - sl 2f-msbk mvfr cb 3vf-co 0.6 1.0 2 4-13 10YR2/2 - sl 2f-msbk mvfr cs 2vf-co 0.6 1.0 3 13-20 7,5YR3/2 K is If--msbk mvfr cs 2vf m 0.7 1.6 4 20-60 7.5YR3/4 s Osg ml cis 2vf-m 0.7 1.6 5 60-64 7.5YR4/4 c2d 5YR4/6 S Om mvfr 0.5 1.0 Horizon 4 has 50% gr.; few cobs; ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD < 30 ng/L and TSS < 30 rng/L CST Name (Please Print) Sign , CST Number Ma Jo Hollister Hollister's Soil Testing & Design) 224832 Address DaTe Eva uation Cond Telephone Number 130 C.T.H. M, #17, River Falls, WI 54022 11 - 03 - 08 (715) 426 - 1775 1. Property Owner WALLACE, Larry Parcel ID # (Pending) page 2 of 3 3 goring Boring ❑ Q Pit Ground surface elev. 98.80 ft. Depth to limiting factor 52 in. Soil Application Rate Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-5 10YR2/2 0 sl 2f-mgr mvfr cb 3vf-co 0.6 1.0 2 5-18 10YR2/2 sl 2f-msbk mvfr cs 2vf-co 0.6 1.0 3 - 7.5YR3/3 s Osg ml cs 2vf-m 0.7 1.6 4 39-52 7.5YR4/6 s Osg ml as 0.7 1.6 5 52-60 7.5YR4/6 c2d 5YR4/6&10YR6/1 s Om mvfr 0.5 1.0 .Horizon 4 has 50% gr; Horizon 5 has some pockets of vfsl. ❑ 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 GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 'Eff#2 Boring ❑ Boring # Ground surface elev. ft. Depth to limiting factor in. Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 'Eff#2 ' Effluent #1 = BODS > 30 < 220 mg1L and TSS >30 < 150 mgA- ' Effluent #2 = BODS < 30 mglL and TSS < 30 mg1L 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. SBIM330Test (8.07/00) 1 Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner WAUAS GAMY - I"=40,fz Legal Descriptwn £~/z tr- t„E sw /y, sz% (except where noted) ram,-4 fki&vJ - bwA aF F-M sr cittkx ccubm n = Backhoe pat 2-0 ACF-U& North b~WS~ J >toot n' c ft cplEe` r_'' 5a P,PE - SN 1410 ~L 8•/D $ $#1 ov~N9or~ E XL 2 a-- o IPI Site Location: 6 °v'ND ~l +ti Avt, sec. N yi- I3a #,d eNUC ? K *R„ 1 1 OF 1 Parcel 010-1069-10-200 05/20/2011 PAGE E 04:27 PM F 1 Alt. Parcel 28.30.16.4238 010 - TOWN OF EMERALD Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 01/15/2009 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner 0 - FIELD, MICHAEL C MICHAEL C FIELD 163 170TH AVE CLAYTON WI 54004 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 2316 130TH AVE SC 0231 SCH D BALDWIN-WDVILLE SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 19.980 Plat: 5601-CSM 24-5601 010-2009 SEC 28 T30N R16W PT SW SW; BEING CSM Block/Condo Bldg: LOT 02 24-5601 LOT 2 (19.98AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 28-30N-16W SW SW Notes: Parcel History: Date Doc # Vol/Page Type 03/09/2009 890457 WD 01/15/2009 886753 24/5601 CSM 10/06/2000 631286 1549/55 WD 2011 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 05/07/2010 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 15.980 2,400 0 2,400 NO UNDEVELOPED G5 4.000 4,800 0 4,800 NO Totals for 2011: General Property 19.980 7,200 0 7,200 Woodland 0.000 0 0 Totals for 2010: General Property 19.980 7,200 0 7,200 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 04:27 PM Parcel 010-1069-10-100 05!20/2011 PAGE E 1 1 OF 1 F 1 Alt. Parcel 28.30.16.423A 010 - TOWN OF EMERALD Current 1K ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 01/15/2009 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner 0 - WALLACE, LARRY A LARRY A WALLACE 1303 230TH ST GLENWOOD CITY WI 54013 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 1303 230TH ST SC 0231 SCH D BALDWIN-WDVILLE SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 19.980 Plat: 5601-CSM 24-5601 010-2009 SEC 28 T30N R16W PT SW SW; BEING CSM Block/Condo Bldg: LOT 01 24-5601 LOT 1 (19.98AC) Tract(s): (Sec-Twn-Rn9 40 1/4 160 1/4) 28-30N-16W SW SW Notes: Parcel History: Date Doc # Vol/Page Type 01/15/2009 886753 24/5601 CSM 10/06/2000 631286 1549/55 WD 2011 SUMMARY Bill M Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 05/07/2010 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 15,000 56,800 71,800 NO AGRICULTURAL G4 10.000 1,500 0 1,500 NO UNDEVELOPED G5 7.980 9,600 0 9,600 NO Totals for 2011: General Property 19.980 26,100 56,800 82,9000 Woodland 0.000 0 Totals for 2010: General Property 19.980 26,100 56,800 82,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 03/24/2011 Batch 11-01 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 RECEIVED NOV 0 3 2008 ' CE CERTIFIED SURVEY MAP ZONINGOF ST.C NGOTFICE FOR LARRY WALLACE: LOCATED IN THE SW 1/4 OF THE SW 1/4 OF SEC. 28, TWP. 30 N., RGE. 16 W., TOWN OF EMERALD, ST. CROIX CO., WI. CSM NO. VOL. PG. OWNER: LARRY WALLACE C 1303 230TH STREET GLENWOOD CITY, WI 54013 2" IRON PIPE DAVID A. - - W Y4 COR. SEC. N = JOHNSON 28. TWP. 30 = S-1567 = APPROVED BY:--------------------------------------- ' iw R: 372007.31 W E RED WING, _ z 1, 1• x 3= ~M E: 618914.43 9 MN o % DATE:----------------------------- M ° NNW COR. OF SWY4 OF SWY4 OF v~'~►►t'Tlsllil~na H el611 ' SEC. 28, TW1 30, RGE. 16 October 30, 2008 N. LINE OF SWYa OF 1-0 SW)/, OF SEC. 28 1 x i 664.43 663.66 ,36.02 X 01 I \I I _I _ I NE COR. OF SWY4 OF SWY4 OF- _1 x SEC. 28, TWP. 30, RGE. 16 II p 1 N: 370648.98 I v co x E: 620250.22 N 1 FENCE IS 7t - - x 0% WEST OF -0 II x PROP. LINE zo I T. 3 1 J x x I LOT 2 II - - ~i SHEDS 19.98 ACRES N Imo- x 18i►7cr°.rr2D°rSNC Rv. Fjir) 4 i 3 CN ( u'? I01 I c~ ~I SHED M 0 M Io I J PUMP HOUSE LOT 1 19.54 ACRES I•- I HOUSE x W/WELL - - 3 lp 851033 SQ. FT. M o I I ° r 19.98 ACRES ° (EXCLUDING RD. RIW) cc) Ln N I 870205 SQ. FT. N 00 N (INCLUDING RD. R/IP) M x J ° x z N Io I o 18.48 ACRES o M 00 IZ x !q B04891 SQ. FT. o o (EXCLUDING RD. RIW) O vow p er° Z x SW 1/4 ,e3 W 1 4 w L 06 1 N C E IS 7t Gl AllE WESTP OF, W x V`~ PROP. LINE - - ,S. LINE OF SW)/4 OF I o O I N87'26'29"W 1296.62 % SWYa OF SEC. 28 00 3~?w55 - -30.86 64 7 26.95 N ° ' - 664.67 1 3.8 9 L SW COR. OF SWY4 OF SWY4 OF N8746'43"VV 1328.56 - - - - - SEC. 28, TWP. 30, RGE. 16 --N87'46'43"W 2657.11-- SE COR. OF SWY4 OF SWY4 OF-/--' N: 369387.44 E, 618931.60 SEC. 28, TWP. 30. RGE. 16 0 1' ROD 200 400 600 DENOTES A PLACED 1" BY 18" O.D. IRON PIPE WEIGHING 1.13 LBS. PER LINEAL FT. DENOTES FOUND COUNTY MONUMENT. THE BEARINGS AND COORDINATES SHOWN HEREON ARE DENOTES A FENCE LINE. ORIENTED WITH THE ST. CROIX CO. COORDINATE SYSTEM NAD-83 ('91) ADJ. THE WEST LINE OF THE SW 1/4 OF DENOTES AN OVERHEAD POWER LINE. SEC. 28 WAS DETERMINED TO BEAR N00'22'32"W. JOHNSON & SCOFIELD INC. LAND SURVEYORS 1203 MAIN STREET RED WING MN 55066 1/800/736/0585 PAGE 1 OF 1 PAGES. . . 2~f ~~01