The URL can be used to link to this page

Home My WebLink About032-1065-50-160 (2) v 1929 ` Wisconsin of Cmneroe SOIL EVALUATION REPORT Page 1 of 3 Dnfisi&rn of Safety and Buildings to a( with Corn 85,Vrp A.C.E.Sod&Site Evaluations Attach conptete site plan on paper not less than 8/12 z 11 inches in . Plan muster((,� ' St Crooc include,but not limited to:vertical and horizontal reference point(BM) ection,an� percent slope,scale or dirnemsions,nodh arrow,and location and to �t 7d P I.D. 032-1065-50-1 - ,3 / Please primal/mthrmatfon. 87 00 R ey Date r:, wofion ym pmicla may be used for secondary p.1, r? ,lkr Property Owner Property Location Helen M.Friant T st/Roger Preble God. SW 1/4 NW 19 S 24 T 31 NR 19 W Property Owners maming 7ftteor-- t dock# I Subd_hlow- C 718 205th Ave.—"j-3, C,Syvn La 2 { ' `CJ&pcced CSM City State Zip Code Phone Aumber A City ;j VdIdge !e Tam Nearest Road d G Somerset WI 54025 1 715-688-2893 Somerset 1 205 Th Ave. LCD ( New construction Use; f+ Residential/Number of bedroom 4 Code derived design flow rate 600 GPD Replacement Public or commercial-Describe. Parent material Glace till Flood plain elevation,if Voicable na General comments and Site suitable for mound system with 6'x 100.0'dispersal cell. Instal upper edge of dispersal cell.on 109.86' contour. Boring of Boring Pit Ground Surface elev. 109.83 ft. Depth to lannftV factor >84" in. Sol Application Rate Hor¢on Depth Domenard Color RedDx Description Texture Structure Consistence Mmdary Roots GPD/fF in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *E1f#2 1 0-9 1 Oyr443 none gr Is Osg d as lvf fm 0.6 0.8 2 9-14 7.5yr4/6 none gr Is 0sg ml CW 1vff 0.7 1.6 3 14-71 1 Oyr4/6 none gr s 0sg d aw - 0.7 1.6 4 71-84 1Oyr5/6 none s Osg d - - 0.7 1.6 Loading rate of H#1 reduced to reflect restricted permeability due to presence of organic matter. Boring a # Baing Pit Ground Surface elev. 104.16 ft. Depth to iron"factor 37" in. Soil Application Rate Hat= Depth Dominant Color Redox Description Texture Structure Consistence Botr xWy Roots GPD/fF in. Mu nsell Qu.Sz.Cont_Color Gr.Sz.Sh. *Eff#1 'Eff#2 1 0-15 10yr3/3 none Is Osg ml gs 21,1m 0.6 0.8 2 15-22 10yr4/3 none Is 0sg ml cW 1fm 0.7 1.6 3 22-27 1Oyr5/4 none Is Osg ml gw lvf,f 0.7 1.6 4 27-37 1Oyr5/4 none sil 2fsbk mvfr CW 1vf 0.6 0.8 5 37-40 10yr5,'6 m2d 7.5yr5/8 sal 1 msbk mfr CW - 0.4 0.6 6 40-56 7.5yr4/6 f2f7.5 /8 gr sl 1 csbk mfi - - 0.4 0.7 Loading rate of reduced=restricted pcxrnr r due to presence of organic matter. 'Effluent#1=BOD 5>30<220 mg/t. TSS>30<150 #2=BOD <30 mg/L and TSS<-O mg/L CST Name(Please Print) Signature CST Number James K Thompson 3602 Address A.C.E.Sod&Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson take Lane Osceola,WI 54020 6/1812005 715-248-7767 property Owner Helen M. Friant Trust/Roger Parcel ID# 032-1065-50-125 Page 2 of 3 DBoring# I Boring ( w Pit Ground Surface elev. 105.14 ft. Depth to limiting factor 40" in. Soil Application Rate Horizon Depth Domaratrt Color Redox Description Texture Strwture Consistence Mindary Roots QPDff in. Wnsell Qu.Sz,Cont.Color Gr.Sz.Sh. *Ef1#1 *Eff#2 1 0-23 10yr3/4 none Is OS9 ml 9w 2f,1m 0.6 0.8 2 23-36 10yr4/4 none Is O89 ml 9w 1fm 0.7 1.6 3 36-40 10yr4/6 none Is O89 ml ew - 0.7 1.6 4 40-43 1 Oyr4/6 f2d 7.5yr5/6 Is O89 ml aw - 0.7 1.6 5 43-56 7.5yr4/4 m2d l /2& sl Om mfi - - 0.2 0.6 Loading rate of 11#1 reduced to reflect restricted permeability due to presence of organic matter.130ring o �# Pit Ground Surface elev. 109.81 ft. Depth to liming factor 32" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu_Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-12 10yr3/3 none is O89 ml 9s 2f,1m 0.6 0.8 2 12-22 10yr4/3 none is Os9 ml cw 1fm 0.7 1.6 3 22-32 10yr4/6 none IS Os9 d aw 1vff 0.7 1.6 4 32-39 7.5yr4/4 f2t7.5yr5/8 scl 2msbk mfr cw 1vf 0.4 0.6 5 3944 10yr4/6 none IS 0 mfr cwr - 0.4 0.6 6 44-51 10yr414 f2d7.5yr5/8 Ifs 0 mfr aw - 0.4 0.7 7 51-57 7.5yr4/4 m2d7.5yr5/8 sd 1csbk mfi - - 0.2 0.3 F-1 Boring# Boring I Pit Ground Surface elev. ft. Depth to knitting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texfure Stnrctixe Consistence Boundary Roots tin. Munsetl Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1 =BOD 30<22D mg/L and TSS>30<150 mg/L *Effluent#2=130135<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. ssur+ elea r I � Soy/e�/Q/Gttyfi•On �: � � � E,YiSri �rrc�C e(2v� /�z o�,oro�oosLo'C�.rl 5�•sYpAW!� l07.SQ' ' 82. 7—n. of ---- ' {o pq Samt%St�,S�•�-�fi,YC'o•cJ/, 1�4�0 �/� � Q i 103.5-0' q 273,/x' s � C Sm d o � 6 � I �pU P�.3oi.3 V� -A it �5 O N Jos s- s f 1f *4.s, NEW w► foe .�� a �3 r 3Ffi ~° sua�� CERTIFIED SURVEY MAP LOCATED IN THE SW1/4 OF THE NW1/4 OF SECTION 24. T31N, R19W, TOWN OF SOMERSET, ST_ CROIX COUNTY. WISCONSIN, BEING LOT 2 OF THAT CERTIFIED SURVEY MAP FILED IN VOLUME 19, PAGE 4979 IN THE ST. CROIX COUNTY REGISTER OF DEEDS_ OWMER OPEA 133 222ND STREET BALDWITI WI. 54002 Ho1 AOBUILDJNG N ANC OPENING LOWECONSTRUCTED THAN886.00'. ALSO. NO CONSTRUCTION SHALL OCCUR THAT WILL DISTURB ANY AREAS OF THESE LOTS HAVING 20% OR GREATER SLOPES. MOM- THE CONTIGUOUS BUILDABLE AREA SHOWN FOR ( LOT 2 DOES NOT INCLUDE THE, AREA OF THE 66- WIDE PRIVATE ROADWAY EASEMENT 1 1 1 1 I 1 1 ' � TOP OF V-N OF 907.55 LOT2 1 CONTIGUOUS I t i LOT 7 BU CONTIGUOUS r 1 SUILDABEL AREA I ( 1.72 ACRES PIRA r °0 DRAINAGE EAS'E?BdT { H.WF_ = 864.00' 3 EVATION OF P aF PXPE DRAIAGE EASEMENT 29 H_WF. = BB4.00• W EASEMENT _ = 884A0`� LOT 3 CpTIGUOliB BUILDABEL AREA in, 2.90 ACRES L0T4 j ( CONTIGUOUS a i BUILDABLE AREA iB1 ACRES .100 ST_ CROIX _ _ ILDIMG SETBAQ< LIME 1 ELEVATION OF TOP OF PIQE 886,44 NOM THE CONTIGUOUS BUILDABLE AREAS NOTED ABOVE r t CONSIST OF THOSE ALAS OF THE LOTS NOT N s EFFECTED BY 20% AND GREATER SLOPES AND NOT SUBJECT TO THE DRAINAGE EASEMENTS AS SHOWN. SCALE IN FEET 1" 150• 1296 C.T.H.F •�": NEW FaCHIWoOND%VL 5W17 THIS INSTRUMENT DRAFTED SY: PkiONE(776)246-76" SHEET 2 OF 3 JOSEPH W- GRANBERG S-2295 JOB NO_064m 2 of 3 Vol 22 Page 5325 'Parcel #: 032-1065-50-160 03/31/2008 08:11 AM PAGE 1 OF 1 Alt. Parcel#: 24.31.19.325B-29 032-TOWN OF SOMERSET Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 12/04/2006 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner RODGER L&STEPHANIE J PREBLE O- PREBLE, RODGER L&STEPHANIE J 233 222ND ST BALDWIN WI 54002 Districts: SC =School SP=Special Property Address(es): '=Primary Type Dist# Description '710 205TH AVE SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 3.054 Plat: 5325-CSM 22-5325 032-06 SEC 24 T31 N R1 9W PT SW NW FORMERLY LOT 1 Block/Condo Bldg: LOT 02 CSM 11/3175 FKA LOT 2 CSM 12/3266 (3.19A)FKA CSM 19-4834 LOT 2(12.314 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) AC) BEING CSM 22-5325 LOT 2 (3.054 AC) 24-31N-19W SW NW i Notes: Parcel History: Date Doc# Vol/Page Type 12/04/2006 839984 22/5325 CSM 06/02/2005 796508 2813/514 TD 05/11/2005 794707 19/4979 CSM 09/14/2004 774299 19/4834 CSM more... 2008 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/17/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.054 48,200 0 48,200 NO Totals for 2008: General Property 3.054 48,200 0 48,200 Woodland 0.000 0 0 Totals for 2007: General Property 3.054 48,200 0 48,200 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 l 1 OW r * ��JOS NEW RI ND� i llll Asti WIC Su V0 CERTIFIED SURVEY MAP LOCATE , TI$ SW1/4 OF THE NW1/4 OF SECTION 24, T3SN R19W, TOWN SOMERSET, ST. CROIX COUN Y. WISCONSIN BEING LOT 2 OF THAT CERTIFIED SURVEY MAP FILED IN Vc)LUME 19, PAGE 4979 IN THE ST, CROIX COUNTY REGISTER OF DEEDS. _N- o aaPER I 133 222ND STREET eaLOwwlR WI. 54002 NOTE' NO BUILDINGS SHALL BE CONSTRUCTED HAVING A BUILDING OPENING LOWER THAN 886.00'. ALSO, NO CONSTRUCTION SHALL OCCUR THAT WILL DISTURB ANY AREAS OF THME LOTS HAVING 20% OR GREATER SLOPES. I NOTE' THE CONTIGUOUS BUILDABLE AREA SHOWN FOR LOT 2 DOES MT INCLUDE THE AREA OF THE 66' I WIDE PRIVATE ROADWAY EASEMENT ELEVATION TOP OF F'pr I I I -907.55 LOT Z LOT 1 CONTIGUOUS CONTIGUOUS W BUIl0A8LE aREA AQ 5 ORAINAGE EASEMENT i Qil I c H.wE. - 684.00' ) �1II .... ELEVATION OF I TOP OF P?PE �II g 884.29 ORAIAGE E EASEMENT } ( H.W . 884.00' ) III I $ �w EASEMENT I I LOTS CONTIGUOUS I QII I N• 8UA:900AS - LOT4 zso AM I CONTIGUOLS I I a loo'4 alorx `_.SETBACK LINE �} TOP OF P OF I----_886,44 i / ------ --- � ---- / t ------ _ __ j NOTE* THE CONTIGUOUS BUILDABLE AREAS NOTED ABOVE — CONSIST OF THOSE AREAS OF THE LOTS NOT EFFECTED BY 20% AND GREATER SLOPES AND NOT. SUBJECT TO THE DRAINAGE EASEMENTS AS SHOWN. SCALE IN FEET A' - 150' PREPARED BY: GRANBERG SURVEYING /NC 1235 C.T.H,'H' THLS rnsTRUMENr GRAFTED BY. NEW RICHMOND.VA.W17 �OSErH w. GRANBFAG S-2295 PHONE(715)246-7529 JOB NO.W-023 SHEET 2 OF 3