Loading...
HomeMy WebLinkAbout032-1042-30-130 `�SCOf$/ 9 SOIL EVALUATION REPORT #1681 Department of ,i. ,1'4,. o accordance with Comm 85,Wis.Adm.Code Page 1 of Division of S.'ety a , , dings Schmitt Soil Testing,Inc. County Attach complete s plan on • i �,o f t #- 8'/=x 1 inches in size. Plan must St.Croix include,but not limi'-•to:v- •., ari'd h•+-s, :-c: point(BM),direction and percent slope,scale`,r dime sions`�„` -;,;'g .r • .tion and distance to nearest road. Parcel I.D. �', Part pf:032-1042-30- 26 13 0 • formation. Revie Dat Personal information yo V;Iiietoe A�`•'-_used for secondary purposes(Privacy Law,s.15.04(1)(m)). I V��//v Property Owner Property Location Tennis,William Govt.Lot NW1/4, NE1/4,S15,T31N, R19W Property Owner's Mailing Address Lot# Block# Su•• •-11- or CSM# 2 u 6693 Goodview Court S. 4 SM'Re►Min• .S Z.� City State Zip Code Phone Number ❑ City ❑Village pq Town Nearest Road Cottage Grove 1 MN 1 55016 I 651-402-9000 Somerset I Cty Rd. I ❑New Construction Use: ❑ 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 91.40'. Slope of area is 7%. 1 Boring# El Boring ❑ Pit Ground surface elev. 94.38 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 0-12 10yr3/2 none sl 2msbk mvfr as 2vf .6 1.0 2 12-21 10yr4/4 none Is lcsbk mvfr gw 1vf .7 1.6 3 21-41 7.5yr5/6 none grs Osg ml gw .7 1.6 4 (41-63 10yr6/4 none ❑ s ) Osg ml cs .7 1.6 5 63-100 10yr6/4 none \ cos Osg ml --- .7 1.6 Ci t.(/'_ 7,6,7tv1 ?/•-<v % 2 Boring# Boring Z Pit Ground surface elev. 94.38 ft. Depth to limiting factor 97+ 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 sl 2msbk mvfr cs lvf .6 1.0 2 8-15 10yr4/4 none grs Osg ml gw lvf .7 1.6 3 15-97 7.5yr5/6 none ❑' Osg ml --- ---- 1.6 *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature: _./ %!i%�/r/ /l CST Number Thomas J.Schmitt / 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# Boring ❑ it Ground surface elev. 92.53 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 0-8 10yr3/2 none sI 2fsbk mvfr as 2vf .6 1.0 2 8-16 7.5yr4/6 none grls Osg ml gw 1vf .7 1.6 3 16-96 10yr6/4 none s Osg ml ---- .7 1.6 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 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=BOD5<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. 5BD-8330(R07/00) Sdimitt 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 jyt,,...., Phone: 715-7-,8/ CSM pending Approval sia /, Lot.No. : 4 Date ^ 9(9 o20/d Legal Description: NW1/4 NE1/4 S15 T31N R19W •Backhoe Pit Township, County: Somerset,St.Croix County ♦Bench Mark 1 El. 100.00'Top of NE lot corner pipe 0 Bench Mark 2 El. 101.25'Top of SE lot corner pipe Slope= 7% 1 =40' 1, y >ed .. /0 o7/0.27 4m1 N (76 0 4.) iff0 K 1 r 6„0'1 .(&g 5`1‘5 ) 1 I 1 I II CP/ SZ i a^‘ I P I I II sz , 7% ...5-29 , ,),,, . ' 70 kqd v •4 i 4 ,G26.„? 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 _ UM PLaiTT D dLaGrlDg _— NAIL FROM TIES CENTERLINE _ iD oe) S89°12'00"E XXX' -c , "r 33.00' 210.73' 0 M 210.27' 210.27' 210.27' 1 — TI W ZZ W W Z I I T�—I —o--- O I I a ~ I p L J L J DU) W a - O a Z 0 d O O HARED DRIVEWAY HARED DRIVEWAY F- Z U Q EASEMENT EASEMENT 0 c ZO ? 0- 0 DWLL U 4 U OHO Z N a LL WE. ° VI M LOT 7 LOT 6 LOT 5 LOT 4 A co cp. 0 3.21 ACRES TOTAL 3.20 ACRES TOTAL 3.20 ACRES TOTAL 3.20 ACRES TOTAL ° Et O 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 C W nn o Z g J o llU a © 0 n O I- P 1 Z d a 210.40' 210.27' 210.27' 210.27' —— I FOUND IRON BAR I ,� S89°13'03" � E 0.27' FROM I °I CORNER POSITION. 4'1 d04 I]V I Lev o c SOUTH 1/4 COR. SEC. 15 w LEGEND W= S S FOUND ALUMINUM COUNTY w LL c> SECTION CORNER MONUMENT W w w o w B FOUND 1 1/4"IRON BAR it z z w it w�I- WIp Ui 9 FOUND 1 1/4"OUTSIDE DIAMETER IRON PIPE Q o w O O w O SET 1"OUTSIDE DIAMETER BY 18"LONG IRON 0 z N w X z PIPE,WEIGHING 1.13 LBS.PER LINEAR FOOT z_w O E ct 0 50'ROADWAY SETBACK 0 w vi w i 0 c o F- Z <—0 —5 PROPOSED DRIVE SOIL BORING DRAFTED BY:JONSONNENTAG PROJECT:#6586-02 DATE:3/20/12 SHEET 1 OF 2 3 eiaa12 VOL21 PAGE 5277 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., NI M M P[�G144CED LLS,MCV NORTH 1/4 RECEIVED FOR ECORD SOUTH 1/4 09/25/2006 02:30PM COR.SEC.15 R=663.50' COR.SEC.15 �r4661.63 B N00'00'38"W 663.65' CERTIFIED SURVEY MAP V V NORTH-SOUTH 1/4 LINE 630.64' -0 A n ,T n°r W 11 REC FEE: 13.00 n�T ���,� o0m o zy COPY FEE: 3.00 °°g ���°io mvm 4 ; PAGES: 2 P mw2 ?'or vtmn� OOC 4 t°i,Pz D is) d m Z Np0 CBA ° m- d Z-n x om Z 6 6' BEARINGS ARE REFERENCED O i A TO THE NORTH LINE OF THE M NE1/4 OF SECTION 15, \�������«"11111p11uu��� 33'33' ' ASSUMED TO BEAR S89°12'00"E \. " ,, (ST.CROIX COUNTY -——♦ .� COORDINATE SYSTEM) i. co >;.,so �f? ` m . 4, o • mQ, s 4 -lz�P• m' . rtM r '11 •P 1 4%c r rn �i4�Q� ••....•'°'*' `�. m O 33 o m m-I 0 0 m 0 m F �' w ; z z Jz z Q y''"�nrnlnmm�inol��° 0 0 m p 0 0 0 0 0 �I 9 , m r1 w w Z 0 * „- --I P .a O C 0 o n v D c•°° at , 8 73 Gzy m O O m c r v co m , . w , v . z xx o 2 -4 .4. j .p a w� co 3n n --s. 01 r 4 ., a v op oD (/�1 M rnn rnn lP (' g x UjM O cz Un - \ s o x' 70 � � "� I 1 v� 3 � 2m0 ea 5 1 --V O � ,0� m�171 �. co 'u �' Co 0Pzo 11J M oD pW � O • X -i ZEP M CcrI D ti �° a* N Z co a :Ai' c 0 x OD g � z m m o C 0 A `� ❑ m O3 o 4, m m o n r ❑r, Ew4 O u g T -1 z _ u I m 9 m� m Z n O CA , O ❑ fi G 4 1 2 mm o ----. 133 Po I?< . f. 7D S00°39'1 E 663.39' ,,�, m 314.09' 830.39' 316.30' �-�T 1 $ a n i Z Ir1 Li °ova o (� N o _ . _ . _._.—. — .— .— .—. _._ .A .W �g n zo�o� o m � � rri CTh 2a $o g m c p p 2 ZOOS F co n i = :In m00N < 0 _1 `1 rn --{I P a G0.•: -' w cimNao m ' : rn� 1 n m • Cm 4 No®r w 6� � 2 � ;: v, (0ZmG 0 �" mC a > 0 o o > r 0 m N � O� -o-•-` " ›. rn n0 o) 73 —I m g� cn RI , .g. D.:: 4 �o' 0 �o �bo Nuci ptmn w . DC • —I $ jar$ mlZZZ � � O0 m w < to O N uC, 7 • N c 60' 60' �. c1 v -1 o N m w O y `� c,, � �1� *m zm c z = 0 '_.3- m xi m CF`T R rN�\`S 328.16, •.. 12 0' N,-co m c m�m 0 S1 P M 7'4 ' co q I 1: p 4,,,w S 21160 4 o {y/11 `(-�T .39 35.74' 60.00 (7 ''''-'0.M@ aQpo��� 9Tj�sr��, 9g�� w - N7 CON C p �. w o w r p Q°pQ p���� FT —�� ca N o o m - >O> rnp D0 p 010 z C b r �po 1 Aa41�°OO �v o 0 o m v m g \ ��1ppa��1�� 22 c'c 0 0 rn I IF N �`0 o 7) J') A2z 0 g I cn ro �� //)m 5 mM .. z0 -n I� �� ��' �'� �� �7 i 7� op of 2 �N II c :;;Ii n 8 SHEET 1 OF 2 Vol 21 Page 5277 Parcel #: 032-1042-30-130 12/20/2013 03:13 PM PAGE 1 OF 1 Alt. Parcel#: 15.31.19.209B-14 032-TOWN OF SOMERSET Current Aj 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 *2219 CTY RD I 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 (209B-10). CSM 25-5864 CREATED LOT 4 032-1042-30-130 (2098-14); LOT 5 032-1042-30-133 Legal Description: Acres: 3.200 032-1042-30-135(209B-16)& LOT LOT 7 SEC 15 T31 N R19W PT NW NE FKA PT CSM more... 21-5277 LOT 1 NKA CSM 25-5864 LOT 4 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 04 2013 SUMMARY Bill#: Fair Market Value: Assessed with: 232353 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 it 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 Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00