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Home My WebLink About261-1070-60-010 PROPERTY OWNER Nancy Naser SOIL DESCRIPTION REPORT Page 2_of. 3 PARCEL I.D.# Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench <' 1 0-12 10yr4/3 none sl 2mgr mfr gw 2f .5 .6 3 2 12-23 7.5yr4/4 none is Osg mvfr gw 2f .7 .8 Ground 3 23-90 7.5yr4/6 none ms Osg ml na na .7 .8 elev. 96.7 ft. Depth to 39. 6 7-s, limiting factor +90" Remarks: Boring# 1 0-10 10yr4/3 none 1 2msbk mfr gw 2f .5 .6 4 ' 2 10-22 7.5yr4/4 none is Osg mvfr gw if .7 .8 3 22- 84 7.5yr4/6 none ms Osg ml na na .7 8 Ground elev. 94.4 ft. Depth to limiting factor +84" Remarks: Boring# 1 0-14 10yr3/3 none 1 2msbk mfr gw 2f .5 .6 2 14-41 10yr4/4 none sil 2msbk mfr gw 2f .5 .6 3 41-84 7.5yr4/4 none is Osg mvfr na na .7 .8 Ground elev. 94.8 ft. Depth to limiting factor + „ Remarks: Boring# Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) Wisconsir.Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor a0d Human Relations Division of8 Buildi �,aCj.q in accord with ILHR 83.05,Wis.Adm. Code ��Cam✓ " .Q-lidQ k c�urr��ry��r,�pL�fisvy�,s� COUNTY Attach complete site plan/on paper not less than 8 1/2 x 11 inches in size. Plan must include,but St. Croix limited o vertical and horizontal reference point BM ,direction and%of slope,scale or PARCEL I. # not t Po ( ) dimensioned, north arrow, and location and distance to nearest road. 2. _ APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION R VIEWED BY DATE 2—Z--Zao� pNancy .N7aser 7 PROPERTY LOCATION X5-3 4 2-U�1 --r—= GOVT.LOT SE 1/4 NE 1/4,S11 T 30 N,R l$MAILING ADDRESS LOT# BLOCK# SUBD.NAME CS h. st. 3 na csm log CITY,STATE ZIP CODE PHONE NUMBER []CITY ❑VILLAGE PgOWN NEAREST ROA JJ��,,� New Richmond, WI. 54017 (715) 246-6767 Richmond 140th. t. fl W ] New Construction Use$x] Residential/Number of bedrooms 4 [ J Addition to existing building j ] Replacement [ ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate .7 bed,gpd/ft2 .8 trench,gpd/ft2 Absorption area required 858 bed,ft2 750 trench,ft2 Maximum design loading rate .7 bed,gpd/ft2 .8 trench,gpd/ft2 Recommended infiltration surface elevation(s) 93.40 ft (as referred to site plan benchmark) Additional design/site considerations trenches spaced to code 4.00' below grade Parent material outwash Flood plain elevation,if applicable na ft S=Suitable for system CONVENTIONAL I MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U=Unsuitable fors stem ®S ❑U ®S ❑U ®S ❑U �7 S 1-1 U _6a S- I4 U EIS :97 U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft Boring # Horizon in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench 1 -9 10yr4/3 none sl 2mgr mfr gw 2f .5 .6 2 -28 10yr4/6 none is Osg mvfr gw if .7 .8 Ground 3 8-40 7.5yr4/4 none sl 2msbk mfr gw if .5 .6 elev. 97.4 ft. 4 0-84 7.5yr4/6 none co s Osg ml na na .7 .8 Depth to limiting factor g c( +84.. Remarks: Boring# 1 —10 10yr4/3 none sl 2mgr mvfr gw 2f .5 .6 ...2.' ' 2 0-84 7.5yr4/6 none ms Osg ml na na .7 .8 Ground elev. 96.00t. L i Depth to 1999 limiting <_c ST c factor COUNTY +84" JONINGOFFICE era Remarks: CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 Address: 1554 200th. ew Richmppd, WI 540,L7 Signature: al Date: 6-22-99 CST Number: m02298 STEEL'S SOIL SERVICE Gary L. Steel Nancy Naser 1554 200th Ave. CSTM2298 SE4NE4 S11-T30N-R18w New Richmond, WI 54017 MPRSW-3254 town of Richmond (715) 246-6200 lot #3-csm N 1"=40' BM.= top of 1" pvc pipe C el. 100.00, Alt. BM.=top of 1" pvc pipe C el. 99.30' 70 Ld 3 Gary L. Steel 6-22-99 + Parcel #: 261-1070-60-010 03/06/2008 04:27 PM PAGE 1 OF 1 Alt. Parcel#: 261 -CITY OF NEW RICHMOND Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O-FAITH COMMUNITY CHURCH FAITH COMMUNITY CHURCH 240 WISCONSIN DR NEW RICHMOND WI 54017 Districts: SC=School SP=Special Property Address(es): '=Primary P p Y Type Dist# Description PAPERJACK DR SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC it Legal Description: Acres: 13.000 Plat: 3684-CSM 13-3684 SEC 11 T30N R1 8W PT SE NE BEING LOT 3 Block/Condo Bldg: LOT 03 CSM 13/3684 13.00AC EZ-U-12161433 ANNEXED 1697/034 FKA(155A-20 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 026-1034-70-200 11-30N-18W SE NE Notes: Parcel History: Date Doc# Vol/Page Type 01/03/2002 667127 1806/589 WD 08/09/2001 653433 1697/034 ANNEX 09/09/1999 610066 1455/272 LC 07/23/1997 1076/606 WD more 2008 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/05/2006 Description Class Acres Land Improve Total State Reason OTHER X4 0.000 0 0 0 NO Totals for 2008: General Property 0.000 0 0 0 Woodland 0.000 0 0 Totals for 2007: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 12/04/1998 Batch#: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 +, No E ` , ReGister, v �o�,r 006069 BATH. Co.,Im E R The Southeast T F E D S / OL i �ss1 36 Richmond St. Quarter of the Northeast Y M A P cs� Croix Count Quarter of Section 11, Township 30 North, Y. Wisconsin. Prepared for � Range 18 West, Town of - OWNER: and at the request of: Nan 1 OT AR A 7 C NTER CREE NORTHEAST CORNER--y Y Naser 245,176 Sq• FT. 1642 140th Street AR A TO 5.63 ACRES SEC. ll-,30-f8 New Richmond, WI 54017 229,464 S ENT R R EXC UD Q. FT. 5.27 ACRES R•O.W.; (ALUM. CO. MON) Drafted by. Kristi A. 174,843 S JOB #99033 (Sta1EN0ndt 0• �• 4.01 ACRES `°'n1 i UNPLA ENTER Sri ui 1 TTED LANDS 142,289 S0, FT I - 3.27 ACRES M I NO FND 1 I.P. IS LOT 1 DERRICK SOU I S67729 47- 0.94' FROM ._C_S_M_ I w ?!VIEW . COMPUTED 1 16 o w 5TH ADDITION POSITION 6TH CORNER VOL:_3 P I I I G_ 763 UNPLATTED LANDS 'n o: � lOT 271 NORTH LINE OF o a^ 16 8TH AVENUE 1HE s ll/4 oFl n�E NE 1/4 n — CENTERLINE �y R=N819'S0� .I 1 92'_ — .Z_n_ro 556.76'- 5�� 11"E 30" 310. 168th Avenue 33�• of ,i,_--_416_44_-_ _ ---- 33._ !=1 LOT 285 1 7:7--S8952'11' 142j. B —__ of I �� E7-169.31, . 616.47-- I o 01 — I 1 � R.O.W.e 168th �S ` 51278.08'- - .I_QT 284 ' `. 861 `238 3 - - �I O`SS+S �)) .f f Cli(,-NO)?to CN 5w�i I yF °LOT 283 O 4 . o I1 II I I I w Z Lb� �°g � sHpRE:o / V)l \N x1 o ao\ 433 71.78' Imo' NgN0�19189"F ' �� 10 W; for 281 LOT 3 w N `:' F ?� , - W) o, I i ° i'`•. N82'27'43"E ,_I I Ito T07 A H ;; `v .356.86' 1� a AL RSA TO C NT a r•n s< 5,2 6' " h� a) I I`r I 566 3.008ACSO. FT. j ?29'4Z F 7 I�� I w I-I NI I I rn w SHEDS• I o- 1 o W I = o � I AR E � v BARN I ^ I t-44 Qi w i 547 SQ. FT O.W TO ENT CR k. " L O T HOUSE � �I M1 o LC1 cnl It vi I i 12.57 ACRES ( DRIVE `�j' I uiI F'"i QI _I r lssf4 I :WELLI I l l AI i �I CI $ 3 N co _ 804.05' _ --X510.46'-_j_ iil I 1 I aI (4 L-j It N ---_ --1281.51'---- -- 477.45'--= �11 I w1 i 6i o TOTAL AR q• -.58928'23"E t'----r--:�><' I = tzj c _ � 1314.51'----- -- --' cI I ZI 2 z 742 t ,537 SQ• FT - - ii' .r i F"'I �I 17.05 ACRES 33.00'- I oI 61 (3 AR LOT 724--- J.UDIN R RE Fr. 2 y 1 Q 16.62 ACRES NOTE: I AREA SOUTH OF FENCE MAY BE POSSESSED BY OTHERS. ADJOINING AN AREA tDIM MAY HAVE CERTAIN RIGHTS. LAND OWNER • 3 v0; I 7.2't I LAND OWNER OR AN CONSULT ADJOINING ° 1 ' SAID FENCE ATTORNEY BEFORE REMOVING 89.55-10-E `� 27.6'6 EAST-WEST 1/4 1 OF SEC770N 11 11 I I I 3948.88' 33.00'- 1283.91' 11.3' �� r x FENCE, TYPICAL t \ l N89'55'10'W X 1 ST 1/4 CORNER ---- 1316.91' / 11-30-18 --N8955'10`W 5265.79'------ I UM. CO. VON.) ---- I I UWIATTED LANDS EAST 1/4 CORNER I I SEC. 17-30-18 I (ALUM. CO. MON.) 33-4 :Ounty Section Corner Monument UNE f Record L1 (CENTERLINE CREEK DIRECTION DISTANCE I I I et 1" x 24 Iron Pipe weighing INCREMENTAL DISTANCES; S41'31'S3"E 93,92• minimum of 1.13 pounds per N'LY LINE I )ear foot. 44.17' fund 5/8" Rerod L2 (CENTERLINE CREEK) S'LY LINE 49.75' )und 1" Iron Pipe INCREMENTAL DISTANCES: N72'38NE 197.21' ,und 2" Iron Pipe W�1' LINE 162.79' corded As L3 (OVERALL R.O.W, E'LY LINE 34.42' ilding Setback (100' from R.O.W 140TH ST) S00'47'04"E 1282.55' Y /75 from SHORE) 250 ° zso EYING & CIVIL ENGINEERING I NO TH '715) 246-43O. SCALE IN FEEtic inch nd, WIr54017 O' Box 325 BEARINGS ARE REFERENCED 250 feet THE EAST-WEST 1 4 LINE OF SECTION WHICH S ASSUMEDI.TO BEAR IN89 55'10"W, � , RANGE 18 y/y, }