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HomeMy WebLinkAbout032-1042-30-133 . Ite t r1 #1682 . '_ f , - SOIL EVALUATION REPORT Dep. 1 ent• ommerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 3 � � Schmitt Soil Testing,Inc. Divisi• . of Safety d I a i"ys ' County Attach corn. -te site n o •• yu `G -n 8%x 11 inches in size. Plan must St. Croix include,but °:•t limited t : •;' �•'`. •'zontal reference point(BM),direction and percent slo. scale o,1'�di ,:r,-, orth arrow,and location and distance to nearest road. Parcel I.D. .�'C� art of: 032-1042-30-TL4 1 3 3 0.p.r.- =.se print all information. Reviewefl Dat Personal informa -.Cu provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). L____,,,,,, • �v I t// //Z Property Owner Property Location Tennis,William Govt.Lot NW1/4, NE1/4,S15,T31N, R19W�) Property Owner's Mailing Address Lot# Block# Subd �� U Otago /�d V`1 6693 Goodview Court S. 5 M City State Zip Code Phone Number r 1 City ❑Village 0 Town Nearest Road Cottage Grove 1 MN I 55016 1 651-402-9000 Somerset I Cty Rd. I New Construction Use: Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD n Replacement ❑ Public or commercial-Describe: Parent material Outwash Sand Flood plain elevation,if applicable NA ft. General comments and recommendations: Area is suitable for conventional system with 0.5 gp /sqft rate. Possible system elevation for Area 1 is 85.80'. Slope of area is 3%. et,o.620 t( j.,.,„-rr c) .;1 adz_ al e,7 n a- 1 Boring# El Boring /J Pit Ground surface elev. 88.37 ft. Depth to limiting factor 100+ 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 0-14 10yr3/2 none sl 2msbk mvfr as 1vf .6 1.0 2 14-21 10yr4/6 none Is lcsbk mvfr gw 1vf .7 1.6 3 21-5500 10yr6/4 none fs Osg ml cs ----- .5 1.0 4 50-100 10yr6/4 none s Osg ml -- .7 1.6 2 Boring# ❑ Boring El Pit Ground surface elev. 88.82 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 0-14 10yr3/2 none sl 2msbk mvfr cs 2vf .6 1.0 2 14-21 10yr4/4 none sl 2msbk mfr gw 1vf .6 1.0 3 21-36 7.5yr4/4 none grcos Osg ml cs ----- .7 1.6 4 36-98 10yr6/4 none s Osg ml ---- .7 1.6 *Effluent#1 =BOO 5>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 -emu"-�� i"'_� 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(R07/00) Property Owner Tennis,William Parcel ID# Part of: 032-1042-30-125 Page 2 of 3 • 3 Boring [ Boring g NI Pit Ground surface elev. 88.12 ft. Depth to limiting factor 105+ 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 2fsbk mvfr as 1vf .6 1.0 2 10-28 7.5yr4/6 none scl 2msbk mfr cs 1vf .4 .6 3 28-54 10yr5/6 none fs Osg ml cs .5 1.0 4 54-105 10yr6/4 none s Osg ml ---- .7 1.6 Boring# FA Boring g ❑ 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# D 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 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD 5<30 mg/L and TSS<30 mg/L I 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/o0) 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 Phone: 71 - 60-1978 CSM pending Approval s'ipnat�e Lot No. : 5 Date 3— O --a0/o7 Legal Description: NW1/4 NE1/4 815 T31N R19W Backhoe Pit Township, County: Somerset,St.Croix County A Bench Mark 1 El. 100.00'Top of SE lot corner pipe 0 Bench Mark 2 El. 95.52'Top of NW lot corner pipe Slope= 3% 1"=40' slek N � � y 7, /Y Lo7 m i2 EC 9S,0.2 2c:jg9 61 3'41 ,� 90?' \ 62 90 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 T31 N, 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 _ IIDIAPLETVEP EQMDg, —— NAIL FROM TIES CENTERLINE _ io 'e.) S89°12'00"E XXX' C,T{, 'T' 33.00' '4 210.73' C0 M 210.27' 210.27' 210.27' — M (AZ wpZ 'I O I -I •—I -- W O P W 0 L-0\1 I I aF- ix � H J L I D o w R. — Ua � 2O O CC O a HARED DRIVEWAY HARED DRIVEWAY I- W U >' EASEMENT O CO Z 0 O < EASEMENT wo OLLO z N ~ a LU U. w 0 .6 _ � uo - LOT7 LOT6 LOT5 LOT4 ° uP (0 (0 • 3.21 ACRES TOTAL 3.20 ACRES TOTAL 3.20 ACRES TOTAL 3.20 ACRES TOTAL °n O W co 3.05 ACRES EX.R/W 3.04 ACRES EX.R/W 3.04 ACRES EX.R/W 3.04 ACRES EX.R/W O (7) w g Z 0 Q J AA� Vv °O 1 © D 12n EM O © I J 0 z © D, d 210.40' 210.27' 210.27' 210.27' FOUND IRON BAR I M� S89°13'03"E 0.27' FROM I °I CORNER POSITION. I WI IOU `0 V 1 11,0U s I, gaQDOM9 PIMEW SOUTH 1/4 COR. SEC. 15 w LEGEND = N S FOUND ALUMINUM COUNTY Wu- o> SECTION CORNER MONUMENT w win 0 Lu Lu WZZc�I... 8 FOUND 1 1/4"IRON BAR EK -'Ougzr w == m n N 0 FOUND 1 1/4"OUTSIDE DIAMETER IRON PIPE Q'w W O O F O SET 1"OUTSIDE DIAMETER BY 18"LONG IRON Cl) z o X z z O cc O PIPE,WEIGHING 1.13 LBS.PER LINEAR FOOT w 2 50'ROADWAY SETBACK N •u�O w (.2 H O -+ PROPOSED DRIVE I °° F- z Q Cn U SOIL BORING DRAFTED BY:JONSONNENTAG PROJECT:#6586-02 DATE:3/20/12 SHEET 1 OF 2 ( 3 E1. .3 12 VOL21 PAGE 5277 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO. VI MGIIPd WIDE dL^QG:1D NORTH 1/4 RECEIVED FOR RECORD SOUTH 1/4 09/25/2006 02:30PM COR.SEC.15 R=663.50' COR.SEC.15 x4661.63' N00'00'38"W 663.65' I CERTIFIED SURVEY HAP v Y e NORTH-SOUTH 1/4 LINE 630.64' I REC FEE: 13.00 -O'300T 53,9111 0'n W c)a,m o o Z� COPY FEE: 3.00 o;g �� mn 4 T� PAGES: 2 Fri cn m-2 D z n,M o 7j ii zc 0 53 vtn , 3 Q -m0 Dvmz ,, -{ -- dl c(n o z _< 02 k,rn o o vm9 =I}.1 W Z d z m 6 8' BO THE GNORTH LINE OF THE C NE1/4 OF SECTION 15, "oonii9nuilinoo 33' 33' ' ASSUMED TO BEAR S89°12'00"E \��.� "�,� (ST.CROIX COUNTY --♦ ` * i� COORDINATE SYSTEM)It -41 O -1 Cam} e' m .1 O • m q, JC ; *wa -G c:, -..; z• Si ', 2 cn "a v cn m m cn m 0 •/:Q9 .......-1+, 4: m O $ v m O O m O M '%, oit P 0 b m j C C 0 c Z #„,,,7 -0 N����` o , m m 0 o v z D d m Nw w Z v *UN 2a) A a o � °° o gC N x _< zm 0 75 zZ 02 v co a m � v z �� O co Z rnN � � r ` D r m oo 0 D M CO co 0 ,c to w ig x m M v c z u)x2 2 Ca 1�3—-V p u) fJ u) O 000 9 %� 4� n n z tist rj `� p g z� acne cntll Qo v N �. 0 Z -I ^ � 0 I z' Z 0z0 y b v Y pm G) TI - p m g 70 D .� –I �; P N �Z m 7–i (0 m z g Ow 0 o co u * m o � 0 = m coo O � .1 0 6$�C� OR,Elyq+ m 'nV)D Vs q, ❑ o 6 - moo cn ,3 � mm o ——_. C)K 4 t0 7C7 I CD S00°39'1 "E 863.39' 27 L�r7I yp D 314.09' 318.30' I 8 �o. m --I RI _830.39'_ _ L N °o co� O (!) - �� W rotn m rrCC)DZ O D m ? Vg 'n . z0 O, o m � � t:T1 ° r � P C,3 o -1 -0 Qm,m �" ZhO co min 0 = wa mvvNOO < 0 -I U, © cm 0 °i � 2 n�{om 00 = rnm Off ` rnw Q,N NO N a` 532Z � r Z m— ivy° r o �� � °D �•: v, (0•ZmC)O o ^� mO rnD w vO O > �" M -.• M0> 73 " o Dc 00 ..,1 m on co r ° T u9n No . O a, xc cn w �nc8 wren 1 p:: " S0• C) 9- ou)o6_o F. c mcn P . Dc • -°I °; N cnarr73 m�2'z o\'DU100 art � • Z N cI N 8 60' 60' d D p cn m m co 0 d 0 m o y �,3 LA 5,1 0-00FC Z m �o -n v0 m0 : CF`7,RC�N\ 328.18 ••. 12 0' N f j m C m 0•` X Qo i Sr 40 47„w /8p 7•�I 039 , 35.74 60.00' 92 ' e s9Ty 96 n 2NU) (/) C)m * m ��pQ�0-v \pp` STJ�E� ' 1�� w n.)I-- o o s� C o W aaDo �' Z IT1 m a D to ” o� m G7 5 I ----4C-JAY I q o o ,p—ge,04 Q th 9; g N c 0 o 'm m 8 ia �N �o � mm i5 �z c0 Q p.) A o 0 f A SHEET 1 OF 2 Vol 21 Page 5277 Parcel #: 032-1042-30-133 12/20/2013 03:14 PM PAGE 1 OF 1 Alt. Parcel#: 15.31.19.209B-15 032-TOWN OF SOMERSET Current IX 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 WILLIAM J TENNIS O-TENNIS,WILLIAM J 6693 GOODVIEW CT S COTTAGE GROVE MN 55016 Property Address(es): *= Primary Districts: SC=School SP=Special *2217 CTY RD I Type Dist# Description SC 5432 SCH DIST OF SOMERSET SP 1700 WITC Notes: NEW FOR 2013. RETIRED 032-1042-30-125 (209B-10). CSM 25-5864 CREATED LOT 4 032-1042-30-130(209B-14); LOT 5 Legal Description: Acres: 3.200 032-1042-30-133(209B-15), LOT 6 SEC 15 T31N R19W PT NW NE FKA PT CSM 032-1042-30-135 (2098-16)& LOT 7 more... 21-5277 LOT 1 NKA CSM 25-5864 LOT 5 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 05 2013 SUMMARY Bill#: Fair Market Value: Assessed with: 232354 Use Value Assessment Valuations: Last Changed: 04/17/2013 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 3.200 400 0 400 NO 05 Totals for 2013: General Property 3.200 400 0 400 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch#: Specials: User Special Code Category Amount Total Special Assessments Special Charges Delinquent Charges 0.00 0.00 0.00