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HomeMy WebLinkAbout008-1096-80-100Wisconsin Departtncnt of Commerce �OJL AND SITE. EVALUATION Page or Division ofSal'etr and Buildings in an with Comm 85 r1 C V � S � RE - Attach complete site plan on paper not less than 8 !,� x 1 l inches in size, Plan 1, limited horizontal direction but le A Co Vt� St. Croix not to: sertical and reference point (1110). and percent slope. s dimensions- north arrow, and location and distance to the nearest road_ or 1 f�L)N7 ` Par ] ID # i 70f6 d6-166 �.(✓ nF�tcE APPLICANT INFORMATION - Please print all information ZON ti�G Reviewed Date: Personal mlonTMIRM Nou Ivncide may be uscd ror smoudar} purposes (Pm'ac. Law, s 15.04(lKm)) 8 J Property owner: PropcM, location Kurt and Elizabeth Christensen Gov't lot. SE 14 SE IA S34 T 28 N. R16 w Property owner's mailing address: Lot 1 1I,,C1, r 5ubd Name CS+Ati �. 877 Benoy Road N 1 NA f I 71 2-6 C'n} /State /Zip Code Phone number city Village Iown Nearest Road Hudson / Wisconsin /54016 715-386-6340 Eau Galle St. Croix -Pierce Count Line Rd. ❑ New Construction U, se ❑ Resident ialr'Numher of'bedroom, Unknown .Addition to existing building,: NA ❑ Replacement ❑ Public or commercial - describe Code Design Flow Rate: Unknown - must be appropriate size for the contour and soil restrictions Parent Material: Glacial Till - ground moraine General Comments and Rr ommendations: Soils are moderately well drained typic glossoboralfs underlain by very dense gravely loamy sand. Redox features are the result of perching above the dense sandy loam laver. A long narrow mound SAS is recommended for this site with 2.00+ feet of sand till. This site is in a corn field. SOIL DESCRIPTION REPORT Bohn--,' flopmn Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rale in. Mansell Color Qu. Sz. Cont. Color Gr. Sz. Sh. -Npl 0-9 10YR 3i2 NA sit 2msbk m17r as If 0.6 0-8 Oround I, I IOYR 4;3 NA sit lmpl ml'r aw I t 0.4 0.6 D;lev (It.) 97.20 Btl 15-18 7.5YR 4/4 f-ld 7.5YR 5.9 gr-sit Imsbk mlr as \A 0.4 0.6 [ ep th to 142 18-21 10YR 5r4 m2d 7.5YR 5r6 gr-sic] Inlshk mfr a, \A , 0.3 limiting factor- in. -)C 21-25 7.5YR 5'4 m2d 7.5YR � 8 'Cl 11M"iNc IS Remarks: Small amt of clan in Btl: very dense 2C horizon. Boring # Apt () - ti 10YR 312 NA sil 2msbk mfr as I f 0.6 0.8 Pit 2 E 8 -14 1QYR 413 NA sit 1 mhl mfr a« it' 0.4 0.6 cw� (iround Btl 14-18 7.5YR+4 fld 7.5YR 5f8 ,r-sil Imsbk mfr as NA 0.4 0.6 Elev (I1.) 97.10 Bt2 18-21 10YR 5 4 m2d T5YR 516 gr-sicl Imsbk mfr as V'r1 0.2 0.3 Depth to 2C 21-26 7.5YR 5/4 m2d 7.5YR 5,8 sel massive lititing factor- in. 14 Remarks: Small amt of clay in Bt: very dense 2C horizon. CS l Name: Eli M. Gottfried. Gottfried Environmental Signature:, !Gr . ,-r-- _. Tel. No. 715-833-1400 :Address: 12-4-1 _ Graham Ave. Eau Claire, WI. 54701 Date: 3 Not 04 CST # 221981 SOIL DESCRIPTION REPORT n ,, ..M.. „ rt �a•r- Parcel ID# Boring 1t i'it 3 I lotizon � ` J Depth in. Dominant Munsell Color Redox Description Qu. Sz. Cont. Color Fextute Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate CiPD FT= E& I E&2 Ap 0-9 10YR 3/2 NA sil 2msbk mfr avv 11' 0.6 0.8 Ground F:lev (ft. ) E 9 -1 1 IOYR 4/3 NA sil Impl mfr as if 0.4 11.6 97.20 Btl 11-15 1OYR4/4 NA gr-sil Imsbk mfr a� NA 0.4 0.6 Depth to limiting Bt-" 15-17 10YR 51 ilf7.5YR 5.6 gr-sicl Imshk infr �i" NA 0.2 0.3 factor- in. C 17-23 7.5YR 44 m2d 7.5YR 5/8 mas`itic 15 Remarks: Fat I ,mall amount of clay. 5% Gravel. Boring .4 Pit Horizon Depth in. Dominant Munsell Color Redox description Qu. Sz, Cont. Cols Fexture Structure (jr. Sz, Sh. Consistence Boundary Roos Soil Application Rate G111)1F . C:teu I Ffftt2 Apl 0-4 10YR 3/2 NA III 2msbk mfr aw I f 0.6 0.8 Ground Ap2 4-9 10YR 3-2 NA gr-sil 2msbk m1r as It' 0.6 0.8 F.lev (ft. ) 96.20 Bt 9 -16 IOYR 4/4 NA gT-sil Irnsbk mfr as NA 0.4 0.6 Depth to 2C 16-25 7.5YR 4 6 tld 7.5YR 5/8 gr-sl Osg dh NA NA 0.2 0.3 limiting factor- in. 16 Remarks_ Boring # 0 Ground Flev (tl.) Depth to limiting factor- in. Remarks: Boring -4 Horizon Depth in. Dominant Munsell Color Redo,, Inscription lu. Si t ont. Color Texture Structure Gt. Sa. Sh. Con,i,i, nx Boundary Roots Soil Application Rate C;PD/F Ftt'dl L t:R#2 Ground Elev (ft.) Depth to limiting factor- in. (i uuFried Environmental t_li M. Gott pied, R,S,. CSTM, Designrr Evaluation: Soil tesl Client: Christensen Date: 3 'November 2404 Sienature: 7% slope 96.20' 97.20' pit 3 98.20' NORTH l pit 4 pit 2 Scale: 1" = 40' pit 1 water way 390 ft to St Croix -Pierce County Road St Croix -Pierce County Line Rd. 1 0.2 mi. to 250th Street proposed 3 BR i residence Kurt and Elizabeth Christensen SE SE 34 28 16W, lot 2 Eau Galle, St. Croix mailing address: 855 Benoy Road Hudson, WI. 54016 715-386-6340 Primary BM = red dot on edge of blacktop - Eievation = 100.0' on red dot -7 Fri 14isconsin Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings in -accordance with Cornm 85. Wis. Adm. Code i pRECEIVED �8 Attach camil!lete site plan on paper not less than '.'i s I 1 inches in size. must include, bill not limited to vertical and horizontal rctercnce point (BM), direction and a dimensions. north arrow. and location and distance to the nearest road - APPLICANT ent sloIcr z ��� APPLICANT INFORMATION - Please riot all inf t ZONING OFFICE Page Of County St. Croix Parcel ID # jy Yb . J&6 p Orma rt RevieW` d B Date: Per,onal nifomiatiou you provide may he used for sccondan ptuposes (Pnvacy Law, s. I S_Od(l jini )) Property tmner: Property location Kurt and Elizabeth Christensen Gov't lot: �l 1 /4 SF 1/4 S34 T 28 N, R16 F, Wig Property oxvner's mai l ing address: I of l, st; r subd Name esM t t Ir 877 Benoy Road 4 NA NA City " State ? 7.ip Code Phone number city Village Nearest Road V Hudson / Wisconsin /�4016 715-386-6340 Eau Galle St. Croix - Pierce,.L'ine Rd. New Construction 1Lsc LI ResidentiablNumber of hedroorns Unknown Addition to existing building: NA Replacement p Public or commercial - describe Code Design Plow Rate: Unknown - mint 1,c ;appropriate size for the contour and soil restrictions Parent Material: Glacial Till - ground moraine General Comments and Recommendations: Soils are maderately well drained glossoboralfs underlain by very dense gravely sandy clay loam. Redox features are the result of perching above the dense sandy loam layer. A long narrow mound SAS is recommended. SOIL DESCRIPTION REPORT Boring. y 1lor,rmr Depth Dominant Redox Description 'Texture Structure Consistence Boundary Roots Soil Application Rate (AA0 in. Munsell Color Qu. 5z. Cont. Color Cir. Sz. Sh. CiPt11F'l" Etikl l,ti#2 Ap 0 7 IOYR 3/2 NA sit 'rnshk mFr as I f 0.6 0.8 Ground 213t[ 7 -13 IOYR 4 NA sl Irlt,NN mfr as If 0.4 0.7 F:lev (ll) _ 119.28 2Bt2 13-23 1 OYR 4'4 t l 1' 7.5YR 5.`6 sl I msbk mfr as NA 0.4 0.7 Depth to 2C 23-28 7.5YR 4-4 nt2d 7.5YR �.S scl massive limiting factor- in. 13 Remarks: 211t2 1(r o gravel. Boring # Ap 0-8 10YR 3 2 NA till 2msbk mfr as If o.6 0.8 Pith 2Bt1 8-16 1OYR4;3 NA 11 1msbk mfr if 0.6 0.8 2Bt2 16-22 7.5YR4/4 m2f7.5YR5/6 scl Imsbk mfr :I+N NA 0.2 0.3 Ground 171cti (tl.) 2C 22-28 7.5YR 4i4 m2d 7.5YR 518 gr-.scl massive 119.28 Depth to limiting factor- in. 16 Remarks: 213t 1 small amount of clay + 5% gravel. CS ]'Name: Fli M. Gottfried, Gottfried Fri ironmental Signature: r. ,e-r Tel. No. 715-833-1400 Address: 124-1 2 (irrh.mn A.e. Fau Claire. Wl. 54701 Date: 3 Notrmher 2004 CST # 221991 SOIL. DESCRIPTION REPORT Prr.n.-H, A-ne-r Chrietpmf-n Parcel I D4 Loring 4 horizon Depth in. Dominant Munsell Color Redox Description Qu, Sz. Cont Color 'fcxlure Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Raw GPD/FT' UPI Itfr' Ap 0- 8 10YR 3,2 NA sil 2mshk mfr as if 0.6 0.8 Ground Faev 213t1 8 -16 10YR 4/3 NA sl Imsbk IT11r as if 0.4 0.7 (ft. ) 116.20 2Bt2 16-23 10YR 4/4 m2f7.5YR 5/6 scl Imsbk Tuff NA 0.2 0.3 Depth to 2C 23-26 7.5YR 5r4 map 7.5YR 5!8 gr-scl massive limiting factor- in. 16 Remarks: 213t 1 small amount of clay. 591u gravel. Boring it Pit R Ilorizon Depth in. Dominant ,,4 5ell Color Red•.+\ de npl i, Qu. ki! ,.: Structure Gr_ Sz. Sh Consistence Boundary Roots Soil Application Rate GPD(FT I fflf 1 Ff #2 Ap 0-7 10YR 3/2 NA <il_nuh} mfr as ! 1 n.r, 0.8 Ground 2Bt1 7 -13 10YR 4/3 NA >I I mshk mfr I t 11.4 0.7 Elev (it.) 121.30 2Bt2 13-23 7.5YR 4/4 m2f 7.5YR 5/6 set lmsbk mfr aw NA U.2 0 ; Depth to 2C 23-26 7.5YR 5/4 m3p 7.31 R 1 X gr-scl massive limiting factor- in. 13 Remarks: 211t1 - dense w/ sm amt of clad,; 213t2 - very dense. Boring 4 Ground Eiev (It.) Depth to limiting factor- in Remarks Boring 4 lli'riirn Depth In Dominant Munsell Color Redox description Qu. Sz. Cunt, Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Ratr GPD/FT' [ff# I E titk2 Ground Flee (ft.) Depth to limiting lactor- in. Remarks: 7% slope 96.20' 97.20' pit 3 98,20' NORTH lot 2 proposed pit 4 3 BR residence 'pit 2 �r e ,1 rY Scale: )"=50' pit 1'`' water way 390 ft to St Croix -Pierce County Read, Gottfried Environmental Eli M. Gottfried. K S., C'STM. Designer Evalaatiou Soil test Client. Chnstensen Date3 November 20N Signauirr proposed) 3 BR residence) lot 4 Kurt and Elizabeth Christensen SE SE 34 28 16W, lot 2, lot 4 118.28* Eau Galle, St. Croix _-119.28' mailing address: Pit 6� 120.28' 855 Benoy Road Hudson, WI, 54016 pit 7 715-386-6340 116.20 pit 8 121.30' pit 5 r.- 10% slope' 1 St Croix -Pierce County Line Rd. 0.2 mi. to 250th Street Primary BM = red dot on edge of blacktop - Elevation = 100.0' on red dot 1krsc,m,in Department ofCnmmerce SOIL, AND SITE E ATION Page J Of Di+ i,ion of tialc r and Buildings in accord kith 'omtn 8 _ Wisp leach complete site plan on paper not less than 8' x I I inches in size. Plan must include P JaN , C'um � � ��(�raSt. Croix not limited Iry %ertieal and horizontal reference point (13M), direction and percent slope. s dimensions, north arrow, and location and distance to the nearest road. Par, 1 11) # - tOrvW OFFfCe APPLICANT INFORMATION - Please print all information Re iewed ByV Datc Persoltal mtibrmauon you provide may be used for sccondan- purpuscs I Pn%;ury lax-, s. 15 U4( 11{m1). Property tmner: Property location Kurt and l i aheth Christensen 60VI lot: St,"1/4 SE 114 S34 T 28 N. RI F. (or Q Property owners mailing address: ; .}t r; inck a Subd, Name orCSMR � r 877 Ben Road *' NA NA az7c f} City i State ; Zip Code Phone nurnher city Village Town Nearest Road Hudson / Wisconsin 'ti4016 715- 86-6 �40 Eau Galle St. Croix -Pierce Co. Line Rd. ❑ Net% Construction Use 0 Residential,,"ti�nnher ol'bedrooms Unknown Addition to existing building: NA El Replacement ❑ Prihhc or cone mercial -describe Code Design I'low Ratc: Unknown - must he appropriate size Ior the contour and soil restrictions Parent Material: Glacial Till - ground moraine General Comments and Recommendations: Soils are maderately well drained glossoboralfs underlain by very dense gravely sandy loam. Redox features are the result of perching above the dense sandy loam layer. A long narrow mound SAS is recommended for this site with 2.00 feet of sand fill. SOIL DESCRIPTION REPORT Boring # horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate Pit 1� A)4) in. Munsell Color Qw Sz. Cont. Color Gr. Sz. Sh. GPD/F l' E:& l F11,42 Ap 0-9 10YR 3 1 NA sil 2fsbk mfr at t 0.6 0.8 Ground 2Btl 9 -15 1OYR4.A NA >I lmsbk mfr gw If 0.4 u.7 Elev (ft.) 118.42 2Bt2 I �-18 7.5YR 4/4 rn2f 7.5YR 51/6 sl I msbk mfr aw NA 0.4 0.7 Depth to 213C 1 N - 2 5 7.5YR4.4 mId7.5YR5f8 scl Imsbk mrf IM NA 0.2 0.3 limiting factor- in. X 25-28 7.5YR 4;4 m2p 7.5YR 518 gr-scl massive 15 Remarks Nit I .mull amount of clay.il A- (,l Boring f Ap 0-9 IOYR 3'2 NA sil 2msbk mfr u, 2f 0.6 0.8 Pit 2 Btl 9 -15 IOYR 4 4 NA cil 2msbk mtr 1 t` 0.6 0.8 Bt2 15 -23 10YR 4 4 in I 7.5YR 5,18 sicl Imsbk IT111 « NA 0.2 0.3 Ground laev 01.) 2C 23-27 7.5YR 44 m2d 7.5YR 51`8 gr-scl massive 118.42 Depth to limiting factor- in. 15 Remarks: 1311 small amount of clay. CST Name: Fli M. Goufried. Gottfried Environmental Signature: - rr , , Tel. No. 715-833-1400 Address: 124-11'2 Graham Ave. Eau Claire. W I. 54701 Date: 3 November 2004 CS f # 221981 SOIL. DESCRIPTION REPORT PromlIv owner Christensen Parcel ID# 13orina jr Nit 3 Horizon Ql Ak�� Depth in. Dominant Munsell Color Redox Description Qu_ Sz. Cont. Color Texture Structure Cir. Sz. Sh. Consistence Boundary Roots Suil Appli:auon Rate (.Ili ) FT Ftl:: l , Ftl12 -gip 0-7 1OYR 3/2 NA sil 2msbk mtr :i t. X Ground Itl1 7 -15 tOYR 4r3 NA A ImPI mfr .n+ IC ii l 0.6 L 6.41 13t2 15-20 7.5YR 414 m I d 7.5YR 5/8 A Irnsbk mfr aw NA 0.2 0.3 I)cpth to C 20-24 7.5YR 5/4 m3p 7.5YR 518 ;"r-sil massive limiting factor -`ill. 15 Remarks: fit small amount ofcla). Bt2 5%gravel. Boring ? klorizon Depth in. Dominant "Ounscil Color Redox description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Ratc ( i1'I fi11#i I:M2 Ground Iae% (11.) Depth to limiting factor- in. Remarks: Standing «ater at I I I" Boring # Ground Elev (Il. ) Depth t+' linlitin-, factor -in Remasrk. Rorinw 'a Horizon Depth in Dominant %lim.wIl Color Redox description On Sz_ Cont Cold l CtlntC 511 01:turc Gr Sz, 511. ( m ,ic,tce RoundarN Roots Soil Application Rate GP1]IF'f= lt7ifl k.:t742 Ground Iles W. t I k°Pllt to linrrting Ir,clur- in. Kurt and Elizabeth Christensen SE SE 34 28 16W, lot 5 Eau Galle, St. Croix mailing address: 855 Benoy Road Hudson, WI. 54016 715-386-6340 proposed proposed garage 3 BR residence a� yolo 109g pit 2 a�10-0 to CL Secondary BM = top of steel fence post a Elev = 122.72' on top of post Grade at base of secondary BM = 120.3' pit 3 _ pit-1 116.42' 118.42 119.42' 117,42' NORTH Scale: 1" = 40' Gottfried Environmental Eli M. Gottfried, R.S., CSTM, Designer Evaluation: Soil test Client: Elisabeth and Kurt Christensen Date: 3 Nov 04 Signature: 5 ft. �toprimary;BM — - Primary BM = red dot on edge of blacktop 0.1 mi. to 250th Street St Croix -Pierce County Line Rd. Elev on red dot = 100,0' SL�Lc" L—o' —I Lin � � �� f d Imo. RECEIVED 7 8 Z5 9122 4 VOL 19 PAGE 4920 KA THLXM R. REGISTER OF DEEDS CE5VTI FI E� tMrEy MAP RECEIVED j 1iI 1 REVED Co.FQR f?ECQRD 81/26/26A5 e4:0BPH LOCATED IN PART OF THE SE1/4 OF THE SE1/4 OF CERTIFIED SuRVEY MAP SECTION 34, T28N, R1 BW, TOWN OF EAU GALLS, REC FEE- 13," ST. CROIX COUNTY, WISCONSIN. PAGES. 2 3.0A LEGEND �. ALUMINUM COUNTY SECTION j CORNER MONUMENT FOUND z o a O 1°STEEL SURVEY MARMARKER SURVEYOR PREPARED FOR Iv EDWtN C FLANUM KURT AND ELIZABETH o Q 3/4' X 18" IRON REBAR SET WEIGHING NORTHLAND SURVEYING, INC. CHRISTENSEN z O 1-50 LBS. PER LINEAR FOOT P.O. BOX 14 877 BENOY DRIVE ¢ O ROBERTS, WI 54023 HUDSON. WI 54016 w ' ' ' ' ' .. • 1 00'ROADWAY SETBACK LINE PROPOSED DRIVE O zC, w SOIL TEST f7nllnpp � M E1/4 CORNER SLOPES OF 20% OR SECTION 34 � v can GREATER m c C3�`7 04JLG� FL,n� 1 70.38' NORTH LINE OF THE SEt/4 OF THE SE1/4 f �i� �� 772.38' { q'i, 1273.7 „�]P d - 5311;47" v t:931.0' ,- A cl)� r_ A LOT 7 LOT 2f [LO v 10.29 ACRES INC. R/W _ is w '448,416 SO. FT. 5.00 ACRES INC R/W _ s Y "� �L 217,810 SO FT cn I a 10.24 ACRES EXC. F Z ip _ Y 446,231 $0, FT. 4.69 ACRES EXC. R/W .. I � Il °n j z04.320 SO. FT. o Oo I LLI Z SO)L TEST (T,P, A I '� 101.99' 534.47 r �} I 501-3T A a'13-10' ao N87-14'15•W 636.46 Q I C14 NalI-I4'f a-w 4eFec • S87°14'15"E I EMSTING GAS LINE a 138.904 - SHED x -86.'85.25'------------- r I �y 55 O Q �!`` 5`1'E 587'45`52^E 602.94' _- �. r m W I v- Epp 138 53' _.. .. — - 7 -- "'� -`� fr7 1i ASPECIALEXCEPTIONUSEPERMIT +-N---------------�IQUSE �I IS REQUIRED FOR THE Z "� 92 CENTERLINE GAS LINE -'T "�' _ --�w W I I u DISTURBANCE OF SLOPES 2096 OR SLa EASEMENT F_i%15 7a I O I GREATER LOCATED ON THE 1 APPROVED PLAT OR CSM. THIS nr ! v m w PERMIT IS APPLIED FOR THROUGH U j v LOT 3 Irgi O 01 4-1 THE ZONING OFFICE AND IS f U _ 10.00 ACRES INC. R/W N 10I g I L� REVIEWED THROUGH A PUBLIC 4W _ cn 435.605 SO- FT. - M1 j �' 1 o I HEARING PROCESS BY THE ST. a A - i{ z CROIX COUNTY BOARD OF �+' o 9-37 ACRES EXC. R/W ADJUSTMENT. 4% - ' "' 408.012 SO, FT. O ! / - �} CAM`- - — - 9 `/ 6.81 LOTCRES NC. 4� �ae�nuVOo �fl D�s 296.589 SO. FT. s9, 6.10ACRE5 EXC. - - - - DRI 0 285,898 SO. FT.` EXISTING 65, n Pi DRIVE �.. IN87`15'08^W 1649.25' - Z IV87^15' "VV 923.07'i � 60� n, 85685, 93 SOUTH LINE OF THE SE1V8 a'CY8"1�1/ 866.07 _ S1/4CORNER SECT N P1 ---- —---X ROAD SF (COMPUTED FROM WITITNESS iJ4 S - CROJCORM=RTI� CORNERS OF RECORD) iuJ (�j!n n T pa SECON 3q ®7L�]LD C3Z`7 OO `�GZ7L�G3� SCALE IN FEET 1 " = 200' THIS INSTRUMENT DRAFTED By SAM ADAMS SHEET 1 OF 2 SHEETS 2ac�iiia JOB NO- 04-131 DATE 12-22-D4 0 200 Vol 19 Pge 4920 CERTIFIE® SURVEY MAP LOCATED IN PART OF THE SE1/4 OF THE SE1/4 OF SECTION 34, T28N, R1 BW, TOWN OF EAU OALLE, ST. CROIX COUNTY, WISCONSIN. v dz U S z p w O t¢it U w � � U X W W N �I Z I �I 1� PER I I © I ® I I �I I I I , �1 , al SIM CORNER SECTION 34 (COMPUTED FROM WITNESS CORNERS OF RECORD) )f--N87`15'08"W 1302.66'� L.EC,RIENa SURVEYOR EDWIN C FLANUM NORTHLAND SURVEYING, INC. P.Q. BOX 14 ROBERTS, WI 54023 C6��3oG�14 40 L3G G3C�C�OG3DC�© U67'14'16'£ 463.130• ui 8'O7.OS'E S9T45'S2"Ei m 260.59' y 203.33' m ,CENTERLfNE GAS LINE �y EASEMENT ; OUTLOT 1 ` 7,26 ACRES INC. RAV a, 316.368 SO FT , c.� i', 7.00 ACRES EXC. R* A " 304.930 SO. F[_ �p y ro `\ zi m cv O zf� A -2, 4E� s --4 4zi --3 VOL 19 PAGE 4919 KATHEESH' H. 1/A-ESH"---- -- REGISTER OF DEEDS ST. CROI if Co., WI RECEIVED FOR RECORD 01/26/2005 04:8BPh CERTIFIED SURVEY MAP REC FEE: 13.00 COPY FEE: 3.00 PAGES: 2 PREPARED FOR !CURT AND ELIZABETH CHRISTENSEN 877 BENOY DRIVE HUDSON. WI 54016 RECm,1 AFAR i Si- CRQ(J4 SU1iVEYOGB'u R�„F1f 011.9.59. I Q MIE G3C��®G�D�Q e0z2 ; N87'15'081N c �' PIERCE - ST_ CAOIX ROAD 33.11' 346.59' ~ _ ..v. �a-aaer-w 348,59' SOUTH LINE OF THE SE1/4 ® ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND F-1 3/4' X 18' IRON REBAR SET WEIGHING 1 .50 LBS,. PER UNEAR FOOT --30. PROPOSED DRIVEWAY 1OU SETBACK CURVE BATA TABLE 7' N87—D8-VV 956.0 � SE CORNER ✓ SECTION 34 MC1�PL�1© �G1Mn D� SCALE IN FEET 1" = 200' Miiiiiirma 200 0 200 NUMBER j RAf)IU3 CENTRAL. ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH TANGENT IN TANGENT OUT C1 167A0` 31'28'47" S13'48175"W 90.60 191.75' SOI-56-WE S29'32'41•'W C2 233.00 31'28'47 S13'48'17.5 W 126.41' 11213.02 S29'32'41'W S01"5606'E THIS INSTRUMENT DRAFTED BY SAM ADAMS SHEET 1 OF 2 SHEETS JOB NO 04-131 DATE 12-22-04 Vol 19 Page 4919