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HomeMy WebLinkAbout032-1042-30-137 L As; �1 SOIL EVALUATION REPORT #1684 Depa lent o v:V. erce in accordance with Comm 85,Wis.Adm.Code Page 1 of 3 Division ,f Safety and Builldingg3't\ Schmitt Soil Testing,Inc. e✓v ., tp County Attach comp)-e site P 1'in aper •�1$s to 1/x 11 inches in size. Plan must St.Croix include,but n.r limited to:4241*. o•,.-. rY' ference point(BM),direction and percent slope,'•cale or ,4 ' iTt w,and location and distance to nearest road. Parcel I.D. 51. �' Pa f:032-1042-30-121r 1 3-7 N� •Tint all information. Revie Da/t Personal informs •nr• •vide may be used for secondary purposes(Privacy Law,S.15.04(1)(m)). / I 4/�3//Z Property Owner Property Location Tennis,William Govt.Lot NW1/4, NE1/4, S15,T31N, R19W j�/ I-� Property Owner's Mailing Address Lot# Block# S CSM#7 24-1<-1 /j�0 l0 l 6693 Goodview Court S. 7 �'h,G2f • k 1�2(,tJy City State Zip Code Phone Number 1 City []Village Town Nearest Road Cottage Grove i MN! 55016 1 651-402-9000 Somerset I Cty Rd. I El New Construction Use: xi Residential!Number of bedrooms 4 Code derived design flow rate 600 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 0.7 gpd/sqft rate. Possible system elevation for Area 1 is 93.0' Slope of area is 4%. 1 Boring# ❑ Boring El Pit Ground surface elev. 96.02 ft. Depth to limiting factor 96+ 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 0-10 10yr3/3 none sl 2mgr mvfr as lm,3vf .6 1.0 2 10-20 10yr4/3 none grsl 2msbk mvfr gw 3vf .6 1.0 3 20-28 10yr5/6 none grs Osg ml gw ---- .7 1.6 4 28-96 10yr6/4 none s Osg ml --- .7 1.6 ,-■.. ••• (I;7 r, 2 Boring# LI Boring Pit Ground surface elev. 96.23 ft. Depth to limiting factor 96+ 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 0-11 10yr3/2 none sl 2fsbk mvfr cs 2m,2vf. .6 1.0 2 11-22 10yr4/3 none Is lcsbk mvfr gw lvf .7 1.6 3 22-36 7.5yr5/6 none grs Osg ml cs --- .7 1.6 4 36-96 10yr6/4 none s Osg ml -- ----- .7 1.6 *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature: ,/ CST Number Thomas J.Schmitt �'/G�°" •u� //�`�=S 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 3/30/2012 715-247-2941 SBD-8330(R.07/00) ' Property Owner Tennis,William Parcel ID# Part of: 032-1042-30-125 Page 2 of 3 3 Boring# Li Boring Z Pit Ground surface elev. 94.38 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 0-10 10yr3/3 none Is lcsbk mvfr cs 2m,2vf .7 1.6 2 10-21 7.5yr5/6 none Is lcsbk mvfr gw 1vf .7 1.6 3 21-52 10yr6/4 none s Osg ml cs ----- .7 1.6 4 52-98 10yr6/4 none fs Osg ml -- ---- .5 1.0 Boring# Li Boring D 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 El B 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 GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD 5<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(R.07/00) Schmitt Soil Testing,Inc. Page 3 of 3 Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: William J.Tennis Thomas J. Schmitt,CST 227429 Address: 6693 Goodview Court S 1595 72nd St. City, State, Zip: Cottage Grove,MN 55016 New Richmond, WI 54017 ',� Pmhone: 71 -760-1978 `/� _ CSM pending Approval -� - Lot No. : 7 Date 3 JL oJ1 Legal Description: NW1/4 NE1/4 S15 T31N R19W ® Backhoe Pit Township, County: Somerset,St.Croix County A Bench Mark 1 El. 100.00'Top of 2"pvc pipe A Bench Mark 2 El. 100.27'Top of NW lot corner marker(rebar with yellow cap marked St. Croix County) Slope= 9' % cry Ed 4C1119% 0 I , - �7 394 „ , i onf_,D . :__ --- IIIP / - 37' t L g/°" I �3 RCN 10, I /P 'i i4-g e ' . -14, i-iivie- , , , 470 'I— ....) 'cito,'' • This Soil and Site Evaluation Report was completed to fulfill a St.Croix County Zoning requirement. The location the evaluation was completed may or may not be suitable for your use and a new area may have to be evaluated when a house location is decided upon. CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW1/4 OF THE NE1/4 OF SEC. 15 T31N, R19W,TOWN OF SOMERSET, ST. CROIX COUNTY,WISCONSIN, BEING PART OF LOT 1 OF C.S.M. RECORDED IN VOL. 21 PG. 5277. PREPARED FOR: WILLIAM J.TENNIS 6693 GOODVIEW COURT S. COTTAGE GROVE,MN. 55016 SURVEYOR: S&N LAND SURVEYING,INC. 2920 ENLOE STREET HUDSON,WI 54016 NORTH 1/4 COR. SEC. 15 SET SURVEY MARKER 0,DIADdLa44IED IL\ EV _ NAIL FROM TIES —_ CENTERLINE _ jilt io cn in S89°12'00"E XXX' C:Ti --n fin 33.00' '41 210.73' ca & 210.27' 210.27' 210.27' M Utz W0Z T I ! -r 111—I —0 -- WO 1W0 I 1 I I 5: 17- � j H L J L .I 00 Za- cq 0 w 0O O HARED DRIVEWAY HARED DRIVEWAY I Z0 Q EASEMENT EASEMENT D a0 00L o wO 0 !i0 C 0 W ao 0 z N ~ W LL O p W Et- _ icri f2, "g LOT 7 LOT 6 LOT 5 LOT 4 N co 0 3.21 ACRES TOTAL 3.20 ACRES TOTAL 3.20 ACRES TOTAL 3.20 ACRES TOTAL 0 °te Et ccoo 3.05 ACRES EX.R/W 3.04 ACRES EX.R/W 3.04 ACRES EX.R/W 3.04 ACRES EX.RNV P r- z a a = V n IS 0° 0 lig ~ p 0 Al a Z O d a 210.40' 210.27' 210.27' 210.27' FOUND IRON BAR M� S89°13'03"E 0.27'FROM I `,:l CORNER POSITION. I W I d04 `11T I LOO 4 1E3 �G�1G1D01 '1 pOf1v1L� SOUTH 1/4 COR. SEC. 15 w LEGEND `L 8 S FOUND ALUMINUM COUNTY w LL o) SECTION CORNER MONUMENT LL w co w B FOUND 1 1/4"IRON BAR Lcj 7 p 6 r w = FmDu) • FOUND 1 1/4"OUTSIDE DIAMETER IRON PIPE ¢o 0 0 0 O SET 1"OUTSIDE DIAMETER BY 18"LONG IRON co z o X z 0 LL w 0- PIPE,WEIGHING 1.13 LBS.PER LINEAR FOOT z w 0 2 rt O 50'ROADWAY SETBACK N uw O w 65 H O —0. PROPOSED DRIVE I mrz ¢sU SOIL BORING DRAFTED BY:JONSONNENTAG PROJECT:#6586-02 DATE:3/20/12 SHEET 1 OF 2 1;3 3 Eii. .a i2 VOL21 PAGE 5277 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO. WI SOUTH 1/4 UApW L E LIMED@ NORTH 1/4 RECEIVED FOR RECORD COR.SEC.15 R=663.50' COR.SEC.15 09/25/2006 02:30PN � 46 N00.00'38"W 663.65' I CERTIFIED SURVEY NAP V 61.63' 8 NORTH-SOUTH 1/4 LINE 630.64' REC FEE: 13.00 C)NT psi°710 o8 z o ZQ) COPY FEE: 3.00 °oo � �nz z�m 4 � PAGES: 2 z 1`2o my •n y Z°O ?� SO vo,-0 OC Q °m0 • -'z 0 - 4 ycZ -< m� m N i-yn- m m g 66' BEARINGS ARE REFERENCED 0 i TO THE NORTH LINE OF THE NE1/4 OF SECTION 15, \\\\`\����01"141"1111/40 `, 33' 33' ' ASSUMED TO BEAR S89°12'00"E __ 4; (ST.CROIX COUNTY ♦ COORDINATE SYSTEM) 7 n�.� -1 N/rc ., 3c , 7Nd Z 1 m � -C ."ao0 Z • m o -a 8 v C)pi (P(�� ,gy��y�nrnInmm��n�a`���`` 0 0 0 o v p o z 1 �o , _- m �b m_c _, za RI 0 p N w ,tVa z o * 2 � A A O c $ 2 i xi -< Zm O :U• zz Z -4 � -4A � � m m 7' o c, z MM O Is al Co o 0 W n r m Zc .91 c)). n n g x , cz _ OOM l 1 m wn � cn � i I m 1�— (J.4 P m P mn 0 N 00 '°ao m Z n O• g .1� P N 1 and - Z W -I b tri '0 °- o -n C)) z 0 z 0I F'--3 c � �O 6 v ❑ -' z m m `co O o z w m 13 r0m m m Z V 6 R E H I ° ° -no o m CA T = CO 2_ ❑ ❑ w 6 r) m I 0 o $ I 1- Co Km M O S00°39'1 E 663.39' a1 0 o- 314.09' 316.30� $ °o'a m Z-46 rr� 630.39' o c' 0- is,r..)Q.) m rrc)C)Dz 0 D rn $g n 5 rzn� ccOM OM � 11J P wn, > �ro mtn"' �� ZOXO ti © Cis C) 1 = C. M00NO3 < 0 —I To m N- 2* 9Om p0 = p 00•:. � w m wn, r...) .4. m Q, z m 4 yy m y C N p N _ O <_ _ C O, No °r)� p • r w —n 1' o 2. 1 C m00 O Z 2 ai N O 6 (D .(ii fn'z D m O o > Q W O o) f0 m IT1 0> -D ,l o Dc on -1 m o0 ,00 1 00 No _ -� o n - !7 wn cn o r �o pN W DCpum, : 0 Q :. 8 y $a,7 m- z r O pi c,0 m m N OOZO nm S . N 60' 60' W� m --1710011 w 0 w W 8 �-0 y Omc wn ZZ -n .0 0 -0-71 m CF`T R�NR\ 32e.'6, .•. 12 0' N a.j m Oc m mm m 0 ` Sr r x IF SI 40 4j"w • x.80, 7 ` 539 , 35.74 60.00 p 8,.. 1 Q�� Spy�I ST�F 96 8z-' w °, N C N Q. C 0. 23 o 0o wF CD ` I�QQoDppp acv` F ET �. o z z �' -mp Oa` fta�1Do�ry Cr) ozI�i i o , D i O __pow] 4o N S; �m1 � � ; P rt1 g j0 �p � mm rn * zcm 'r1 z el 1 z O N 73 :11' ti o» n c,91 A SHEET 1 OF 2 Vol 21 Page 5277 Parcel #: 032-1042-30-137 12/20/2013 03:14 PM PAGE 1 OF 1 Alt. Parcel#: 15.31.19.209B-17 032-TOWN OF SOMERSET Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 07/26/2012 00 0 Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner O-TENNIS,WILLIAM J WILLIAM J TENNIS 6693 GOODVIEW CT S COTTAGE GROVE MN 55016 Property Address(es): *=Primary *2213CTYRDI Districts: SC=School SP= Special Type Dist# Description SC 5432 SCH DIST OF SOMERSET SP 1700 WITC Notes: NEW FOR 2013. RETIRED 032-1042-30-125 0(209B-10).32-1042-30-130(2096 1)R CREATED LOT 4 LOT 5 032-1042-30-133(209B-15), LOT 6 Legal Description: Acres: 3.210 032-1042-30-135 (209B-16) & LOT 7 SEC 15 T31 N R19W PT NW NE FKA PT CSM more... 21-5277 LOT 1 NKA CSM 25-5864 LOT 7 Parcel History: Date Doc# Vol/Page Type 07/26/2012 960537 25/5864 CSM 09/25/2006 835312 21/5277 CSM 11/17/2005 812292 2930/33 WD 11/17/2005 812291 2930/31 WD more... Plat: *=Primary Tract: (S-T-R 40%160%) Block/Condo Bldg: *5864-CSM 25-5864 032-12 15-31N-19W NW NE LOT 07 2013 SUMMARY Bill#: Fair Market Value: Assessed with: 232356 Use Value Assessment Valuations: Last Changed: 04/17/2013 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 3.210 400 0 400 NO 05 Totals for 2013: General Property 3.210 400 0 4000 Woodland 0.000 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