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Home My WebLink About030-2034-30-010 (4)rdPCWisconsin Department of Safetyofession51-Services _ t Page 1 of 2 Division of Industry Services MAY 31 qYL EV UATION REPORT St.lGa@t) Q0d64With SPS 385, Wis. Adm. Code County Attach complete site plan on paper n t I nt v Plan must include, ST Croix but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 030-2034-30-010 (Current) Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes Privacy Law, s. 15.04 1 m Property Owner Property Location: Robert Obrien Govt. Lot: SW '/< NE '/4 S 24 T 30 N R 20 W Property Address Lot # Block # Subd. Name or CSM# 274 Arbor Hills DR 02 Arbor Ridge (proposed plat) City State Zip Code Phone Number ❑ City ❑ Village ❑■ Town Nearest Road Houlton WI 54082 1 1 1 Saint Joseph 24TH ST/Arbor Hills DR ❑■ New Construction Use: ❑■ Residential/ Number of bedrooms 3-4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Loamy drift and/or loess over loamy till (Santiago-Anbgo) Floodplain elevation if applicable NA ft. General comments and recommendations: Recommend minimum 13" sand -lift PowTs mound on 100.00 contour with 0.6gpd/ft2 loading ra LF = 23" (Redoximorphic features) F 1-1Boring # ❑ Boring 100.50 ❑■ Pit Ground surface elev. It �k 0 t6-jed ay(?q ninc0�/ Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence V vv — Bounr cs 2c-vf 0.6 0.8 1 0-6 7.5YR 2.5/3 sil 3mgr mfr 2 6-23 1OYR 5/3 - sit 2mabk mfr cs 1c-vf 0.6 0.8 3 23-42 1 7.5YR 4/4 cld 7.5YR 5/8 & 7.5YR 5/2 sl 2c-mabk mfr as 1c-vf 0.6 1.0 4 42-50 5YR 4/4 c1 f 5YR 5/8 sl Om mvfi - - 0.2 0.6 2❑ Boring # ❑ Boring ❑■ Pit Ground surface elev. 94.50 ft Depth to limiting factor 33 in. Snil ADDlication Rate — HorizonDepth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' 'Eff#1 `Eff#2 1 0-9 7.5YR 2.5/2 - 1 2fgr mfr cs 2c-vf 0.6 0.8 2 9-24 1 OYR 5/3 sil 2fabk mfr gs 1 c-vf 0.6 0.8 3 24-33 1 1 OYR 5/4 - sicl 2mabk mfi cw 1 m-vf 0.4 0.6 4 33-53 1 7.5YR 4/4 c1d 7.5YR 5/8 & 7.5YR 6/1 sl 1 mpl-Om mfi-mvfi - 1 m-vf 0.2 0.6 CST Name (Please Print) Signature CST Number Ryan Bechel 1330832 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 05/12/22 (651) 327-0074 con Q"n ionnilF� ❑3 Boring # ❑■ Pit Ground surface elev. 95.00 ft Depth to limiting factor 32 in. Snil Annliratinn Rat, - Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-5 1 OYR 2/2 I-sil 3mgr mfr cs 2c-vf 0.6 0.8 2 5-20 1OYR 5/3 - sil 2fabk mfr gs 1c-vf 0.6 0.8 3 20-32 1 OYR 5/4 - sil 2fbak mfi gs if-vf 0.6 0.8 4 32-46 1 OYR 5/4 cld 7.5YR 4/6 & 7.5YR 6/1 sicl 1 fabk-Om mvfi - - 0.0 0.0 ❑4 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz *Eff#1 I *Eff#2 5-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annliratinn Rat, - Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 I *Eff#2 * Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 <_ 150 mg/L * Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 <_ 150 mg/L Wisconsin Department of Commerce SOIL EVALUATION -STORM Page 1 of 2 Division of Safety and Buildings in accordance with Comm 82.365 & 85, Wis. Adm. Code County ST Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must — include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 030-2034-30-010 (Current) percent slope, scale or dimensions, north arrow, and BM referenced to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)) Property Owner Property Location Robert Obrien Govt. Lot SW 1/4 NE 1/4 S 24 T 30 N R 20 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 274 Arbor Hills DR 02 1Arbor Ridge (proposed plat) City State Zip Code Phone Number City ❑ Village Xx Town Nearest Road Houlton Wl 54082 Saint Joseph 24TH ST/Arbor Hills DR Drainage area ❑ sq. ft. ❑acres Hydraulic Application Test Method: Optional: Test Site Suitable for (check all that apply) D Morphological Evaluation ❑ Irrigation ❑X Bioretention trench ❑ Trench(es) ❑ Double -Ring Infiltrometer ❑ Rain garden ❑ Grassed swale ❑ Reuse ❑ Other (specify) ❑ Infiltration trench ❑ SIDS (> 15' wide) ❑ Other Fs B 1 Obs. At Boring Q pit Ground surface elev. 896.43 ft. Depth to limiting factor 25 in. Hydraulic App. Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary % Rock Frag. Inches/Hr 1 0-9 1 OYR 2/2 - sil 2mgr mfr cs 0.13 2 9-25 I OYR 5/3 - sil 2mabk mfr gs 0.13 3 25-62 10YR 5/4 c2d 7.5YR 5/8 & 7.5YR 5/2 sicl 1 mabk mfi cw - 0.04 4 62-74 7.5YR 4/4 m3p 5YR 4/6 & 5YR 5/2 sl Om mfr-mfi gw 5-10 0.50 5 74-120 7.5YR 4/4 (none apparent - saturated) is Osg ml - 10-15 1.63 Boring [:S:B2 Obs. # ICI — n Pit Ground surface elev. 896.69 ft. Depth to limiting factor 22 in. Hydrualie App. Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary % Rock Frag. Inches/Hr 1 0-7 1 OYR 2/2 - sil 2mgr mfr cs - 0.13 2 7-22 10YR 5/3 - sil 2mabk mfr gs - 0.13 3 22-48 1 OYR 5/4 c3d 7.5YR 5/8 & 7.5YR 5/2 sicl 1 mabk mfi cw - 0.04 4 48-81 1OYR 5/4 m3p 5YR 4/6 & 5YR 5/1 sicl Om mvfi aw - 0.04 5 81-120 5YR 4/4 (none apparent - saturated) sl Om mvfi 5-10 0.50 CST/PSS Name (Please Print) Signature CST/PSS Number Ryan Bechel F1330832 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing,lblN 55066 5/12/22 651-327-0074 Designer. Ryan Bechel Certified Sol Tester: 1330832 Designer of Engineering Systems: D 2263-7 SCALE 20' 0' 40' LOT 01 �v Q �O aef ctio o �! ^I o I U') : t o V BM1 = 100.00 Top 1" PVC Pipe O C) (18" above grade) o C) O �) 146TH AVE Certified Statement: This eyatem has been NO WARRANTY IS MADE TWAT THIS SYSTEM Proposed lot lines ADVANCED XOMI X O BM2 = 100.00 SB 1 Top nail in 10 hardwood 1!!�896.43 msl tree (64" above grade) `All property noro lit Benchmark SYSTEM NOTES P � drawn are >I OOft from Septic Tank: system Soil Boring I Stormwater q Pump Tank: A ' Soil Treatment Area: P 7 -Recommend minimum 13' sand -lift POWIS mound on 100.00 cortoa Wth 0.6gpd* loading rate -Depth to restriction = 23' (Redobmorphic features) t -Contour=100,00' -Slope = 24% Distribution: -System wit require pressure distribution Wetlands borings a^`, d SB 2 1. ,!�896.69 msl 1 d **Well to be located >50ft from soil treatment area & >25ft from tanks** �a 1. P/L //L ^c b� and evaluated in accordance wfth State and Local codes. The sdl treatment area must remain protected from disturbance and/or compaction before and alter construction. 1NUE M FUNCTION INDEFINrfELY. System must be properly maintained. Review your system's mor"emend plan for Information on proper oars and maintemnos. LOCATION MAP (not to scale) I-- J� N SITE r,ns o PREPARED FOR: Robert Obrien 274 Arbor Hills DR Houlton, WI 54082 PID: 030-2034-30-010 3.11 Acres Legal: Lot 02 Arbor Ridge SW 1/4 NE 1/4 S24 T30N R20W Town of Saint Joseph Scale: 1" = 40' Date: 5/12/22 Designer. Ryan Bechel Certified Sol Tester. 1330832 Designer of Engineering Systems: D 2263-7 SCALE 20' 0' 40' LOT 01 � Qv �O m a ti deflection 0 o �! 0 I� O BM1 = 100.00 �I Top 1" PVC Pipe O O (18" above grade) C C O �O � CT, . 146TH AVE w CerbYled Statement Thie "stern has been NO WARRANTY IS MADE THAT THIS SYSTEM ADVANCED 'All property lines not OBenchmark SYSTEM NOTES drawn are >100ft from Septic Tank: r n; L system $� Soil Boring 9 r qPump Tank: i 1 i Soil Treatment Area: P -Recommend minimum 13'sand-lift POWTS mound on 100.00 contour with 0.6g)dffr loading rate LOT 02 , -Depth to .0' = 23' (Redo lmoryhic features) -Contour = 1010000 -Slope = 24'h o� e Wetlands borings o 40. Proposed : lot lines d yic SB 2 1%�896.69 msl 1 G �d **Well to be located >50ft from soil treatment area & >25ft from tanks** ,on♦ b P/L it IL . S. b� edgned and evduated in accordance with State and Local codes. The sdl treatment area must remain protected from disturbance and/or compaction before and after construction. U. CONTINUE TO FUNCTION INDERNMY�m must bedmaintained. Review your "am's mwMement plan far Information on proper Bare and maintenance. O BM2 = 100.00 S6 1 Top nail in 10 hardwood '$� 896.43 MSl tree (64" above grade) Stormwater Distribution: -System will require pressure distribution LOCATION MAP (not to scale) N SITE 79 ARBOR HILLS DR PREPARED FOR: Robert Obrien 274 Arbor Hills DR Houlton, WI 54082 PID: 030-2034-30-010 3.11 Acres Legal: Lot 02 Arbor Ridge SW 1/4 NE 1/4 S24 T30N R20W Town of Saint Joseph Scale: 1" = 40' Date: 5/12/22 40 A PRELIMINARY PLAT OF: ARBOR RIDGE _ y a LOCATED IN PART OF THE SW1/40F THE NEI/4 AND PART OF THE NWl/40F THE SEl/40f SECTION 24, TOWNSHIP 30 NORTH, RANGE 20 WEST, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. — 9 LOCATION # unau 1 Ih TaL el � . \ \ �( �•' \I r—•" � �. � � `JJI � ..�r°,m.,r,�x°�r.x«,.xxx,.� e c Ij of LOT 1 3.06 AC LOT 2 o o I d 90` LOT 6 2—AC r _ LOT 3g ' OI \,`//•' I\\�\ I L��E�// / /� I \ Ihere. 11 that this curve y cer ty y was prepared t o t a under I e9 \ \ � 4 � ` � e� ' � � �•'`'� \ my do-eee wpervl slon, that It is true and correct to the best �� f \ \� •'e \ J [• �.� ` . / - I �L of my knowledge and b.11.11, and mat I am A Prot.snot L d Surveyor under the laws at the State ei wlsc Ism. D-0..ALhlik, P145 Date Z of I >.?sAc ( r- o, .... _. / •oi \ \ W 5° i J i LOT 5 ILi IF DOUGLAS J7AHt ER 0 1- } 5-214 lal0 ______iFILo'� rNnr r rr sva / HUUSON, / �ox II �"7M�.�T /- LOT / // 4 /I/%!\\ h \ �.y�� .`nQ Of< 77 � � �SlJR � OF i PREPARED FOR: SURVEYOR: ROBERT O'BRIEN DOUG 2AHLER 274 ARBORHlLLDRIVE AUTH CONSULTING &ASSOG HOULTON, WI 54082 2920 ENLOE STREET SUITE 101 HUDSON, WI 54016 NORM JV4 CORNER SECTION 24 a /r COUNTY PLAT OF: ARBOR RIDGE .�D LOCATED IN PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER FEB 0 $ 2023 OF SECTION 24, TOWNSHIP 30 NORTH, RANGE 20 WEST, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. a33.ssr'� LOT 11 i 1T•WDRAINAGE 2sa6T 25.00'-c. COUNTRY i 95.03' EASEMENT ` POND /�N9(roo.00"w 1E+894.3 fp ESTIATES M � ' 'S,. SOIL BORING(DP) LOT 2 � 1 - VOL. 1D L.B .=896.3 P(a. 2748 V) I 'SEE DETAIL 2--, (SHEEr20F2) ; LOT 1 ; P G. 2 3 7 4� �I 1 b146TH AVENUETl AI DRAINAGE EASEMENT, ' WETLAN H. W.E.= \ 894.3 2 r Nj5•.�.Ig'E m'c „E •�58„Ey3.3fi LB.0.+901.0 56 H5Y _---NS4RB49"W 34.29' N29.22Y10'W •_ %, N90.00'00"E _-- I - .. 286.18' _---.L T H 921.08 ""e38'3p H d5.28' V U E N 1OV140.W r 1145.34' I m` I DEDICATED u �N00'044.77''-- ^�49, �•NEILPN � i 3-CZTD PUBLIC y, 81 0 °z Z p W pal R W h ¢W e LOT 1 COUNTRY SIDE ESTATES 9_NPLATTE9 l8 LAND a ND9'S0'40'W-- SIAV 1 I� % 8^' DRAINAGE 3 gy EASEMENT 19'S9'S8"E H W.E+ 1 ,� 894.0 RP A 69.55' l 8 �• �1'PYy'T': �p Y'P• �'6 y'�y %S'yA wsox 8018ND ,bFa pl { 'f=sEE " aj Im: F ;'�[ DETAItSNSEr2 OF 4� ao w•y " . 0 E ZSa� (y � WErLAN 3D F—\ �iti� � �'� �1�1ZM•r 4 P UNPLATTED LAND NORM UNESW I14-NE114-) N89'29'18 8 1299.68' t NANEiFR Ron DRAINAGE EASEMENT S62*05'411 1 I � 9395�.••� 44a, bI� 582'6238 3D'27-W-h t I I 8 3a- - 1_ S r\ '. 73q 1 •� I '-SEE IT VETLANO♦,1 41 / DETAIL'-, . /t 4 3(SHEET20F2) ♦♦ 'IT,/ li•, , i A 1 gy :N �i I DRAINAGE EASEMENT m J 14 °J H.W.E.-968.6 2.S1L% 8•N S� 2 yea^�'�J�' y('�=46�•2zLs `-�2gsr ,nm •� `3.•Yz I 1 I � WE4TLANa I t �� •� Nam- �7 Pas: � ♦ S S j � e , 1 Z r"•�,'w` O �tiS01 �`w ,•-N78'48'14'E 22.08' � I ti a2za''� .•'( 1 �. b W N�•15Y14yy < �--N51'S8'25'E 77.26' Y"`•_N4'34"W 33.06' 49.7)) �/ o W `� I -r �--NDTz6'13•E L � 86'.82'\♦ � 3 � ` r'4N 1 49.74' 41 ♦ r < o ISg,2T 4iOg}__iG969'919'E )/ 57.0s' ' I `., 585.;7'S0"E sa I j I♦ i I 158.94' Ri NBS'3T50'W--� V 54.73' DRAINAGE—.— I I 1 EASEMENT H.WE+ela.D �� POND^ — ISOUM 114 CORNER SECTION 24 ims INSTRUMENT DRAFTED Br. .LV PRo.ECT NO 799t-o0t DAZE a2 wAy I UNPLATTED LAND a t s�zr 3zso� ) •p �? �� szsy8 148.09•-�♦ �I•I -SEE DETAIL I t" (SHEET1 OF2) ` $0480RWD75.0 (M I_75' _ SOUM LINESWI/4_NEI.4 �rN08'35'09"W NORM LINSMWI14-SE114 I 1 60.45' .I q 1.34'1 - �, �+�-{�♦-`_ 214.29'_ S89*20'05"W 1239.08' LOT 2 LOT 3 CERTIFIED SURVEY MAP�l VOLUME 29� PAGE 6 98 St Croix County CDD LEGEND S FOUND COUNTY SECTION CORNER, ALUMINUM CAPPED MONUMENT • FOUND I INCH OUTSIDE DIAMETER IRON PIPE, UNLESS NOTED ■ FOUND 1-2/4 INCH DIAMETER IRDN BAR O SET 1-1/4 INCH DIAMETER BY 181NCH LONG IRON BAR, WEIGHING 4.17 LBS/UNEAR FOOT O SET I INCH OUTSIDE DIAMETER BY 18 INCH IRON PIPE, WEIGHING 1.23 LBS. PER LINEAR FOOT BBT.Tr BENCHMARK ELEVATION TOP OF I INCH OUTSIDE DIAMETER PIPE — — — — — — — — 12 FOOT WIDE DRAINAGE AND UTILITY EASEMENT WHICH UES PARALLEL WITH AND ADJACENT TO THE 24TH STREET CUL-DE-SAC — — - — — DRAINAGE EASEMENT SHARED DRJI W. EASEMENT NORTH (N90'00'M"E 100.00) RECORD DIMENSION DRIVEWAY LOCATION L B.O. LOWEST BUILDING OPENING ELEVATION H. W. E. HIGH WATER ELEVATION ---------� 75-FOOT SETBACK FROM ORDINARY HIGH WATER MARK _ UTILITY EASEMENTS No pole or buried cables are to be placed such that the Installation would disturb any survey stake, or obstruct vision along any lot line or street line. Thedisturbanceofa survey stake by anyone is a violation of section 236.32 of Wisconsin Statutes. Utility easements as herein set forth are for the use of public bodies and private public utilities having the right to serve the area. DRAINAGE EASEMENTS No owner or resident shall do anything which Would interfere with or change the operation of the approved comprehensive storm water and erasion control plan for this plat. This includes, but is not limited to, building upon, obstructing, altering, filling or excavating, or planting In any pond or drainage easements, water drainage ditches, water runways, water culverts, berms or, gross seedings. See the Storm Water Maintenance Agreement on file at the SG Croix County Register of Deeds. SHORELANO ZONING NOTE: The property depicted on this plat contains areas that are subject to the Shoreland Overlay Zoning District. Contact the St. Croix County Community Development Department for further information. Each parcel shown on this map is subject to state, County and township laws, rules and regulations (f.e., wetlands, minimum lot size, access to parcel, etc.) before purchasing or developing any parcel contact the St. Croix County Development Department and the Town of St. Joseph for advice. pF INISC y'f170110LAB J. �"y ZA2145 A 52145 0 8�, 02/ OE/ 23 LOT 9 ARBOR HILLS VICINITY MAP TOWN OFSTIOSEPH, Sr. CROIX COUNTY NOT TO SCALE k SECTION 24, T30N, R20W noRM THE NORTH -SOU H 2/4 LINE SECTION 24 BEARS SOVODII'W AS REFERENCED TO THE ST. CROIXCOUNTY CDORDINATESYSTEM SCALE: 1INCH -100 FEET 100 5o a 100 VERTCAL DATUM: NA.VD. 88 DETAIL 1 t$ NOT TO SCALE %`- LOT 6 N 01 �qr \ Go NORTH N O q�'Si'aFE \ O LOT 5 8 Ott zn s89120105"W — E 102.79' — 43.79' --8AISIVOOS"W 1239.08' Ad66rywXtv�i^\\/\17 VOLUME 29 PAGE 6598 SHEET 1 OF 2 'SEE DETAIL 2--, (SHEEr20F2) ; LOT 1 ; P G. 2 3 7 4� �I 1 b146TH AVENUETl AI DRAINAGE EASEMENT, ' WETLAN H. W.E.= \ 894.3 2 r Nj5•.�.Ig'E m'c „E •�58„Ey3.3fi LB.0.+901.0 56 H5Y _---NS4RB49"W 34.29' N29.22Y10'W •_ %, N90.00'00"E _-- I - .. 286.18' _---.L T H 921.08 ""e38'3p H d5.28' V U E N 1OV140.W r 1145.34' I m` I DEDICATED u �N00'044.77''-- ^�49, �•NEILPN � i 3-CZTD PUBLIC y, 81 0 °z Z p W pal R W h ¢W e LOT 1 COUNTRY SIDE ESTATES 9_NPLATTE9 l8 LAND a ND9'S0'40'W-- SIAV 1 I� % 8^' DRAINAGE 3 gy EASEMENT 19'S9'S8"E H W.E+ 1 ,� 894.0 RP A 69.55' l 8 �• �1'PYy'T': �p Y'P• �'6 y'�y %S'yA wsox 8018ND ,bFa pl { 'f=sEE " aj Im: F ;'�[ DETAItSNSEr2 OF 4� ao w•y " . 0 E ZSa� (y � WErLAN 3D F—\ �iti� � �'� �1�1ZM•r 4 P UNPLATTED LAND NORM UNESW I14-NE114-) N89'29'18 8 1299.68' t NANEiFR Ron DRAINAGE EASEMENT S62*05'411 1 I � 9395�.••� 44a, bI� 582'6238 3D'27-W-h t I I 8 3a- - 1_ S r\ '. 73q 1 •� I '-SEE IT VETLANO♦,1 41 / DETAIL'-, . /t 4 3(SHEET20F2) ♦♦ 'IT,/ li•, , i A 1 gy :N �i I DRAINAGE EASEMENT m J 14 °J H.W.E.-968.6 2.S1L% 8•N S� 2 yea^�'�J�' y('�=46�•2zLs `-�2gsr ,nm •� `3.•Yz I 1 I � WE4TLANa I t �� •� Nam- �7 Pas: � ♦ S S j � e , 1 Z r"•�,'w` O �tiS01 �`w ,•-N78'48'14'E 22.08' � I ti a2za''� .•'( 1 �. b W N�•15Y14yy < �--N51'S8'25'E 77.26' Y"`•_N4'34"W 33.06' 49.7)) �/ o W `� I -r �--NDTz6'13•E L � 86'.82'\♦ � 3 � ` r'4N 1 49.74' 41 ♦ r < o ISg,2T 4iOg}__iG969'919'E )/ 57.0s' ' I `., 585.;7'S0"E sa I j I♦ i I 158.94' Ri NBS'3T50'W--� V 54.73' DRAINAGE—.— I I 1 EASEMENT H.WE+ela.D �� POND^ — ISOUM 114 CORNER SECTION 24 ims INSTRUMENT DRAFTED Br. .LV PRo.ECT NO 799t-o0t DAZE a2 wAy I UNPLATTED LAND a t s�zr 3zso� ) •p �? �� szsy8 148.09•-�♦ �I•I -SEE DETAIL I t" (SHEET1 OF2) ` $0480RWD75.0 (M I_75' _ SOUM LINESWI/4_NEI.4 �rN08'35'09"W NORM LINSMWI14-SE114 I 1 60.45' .I q 1.34'1 - �, �+�-{�♦-`_ 214.29'_ S89*20'05"W 1239.08' LOT 2 LOT 3 CERTIFIED SURVEY MAP�l VOLUME 29� PAGE 6 98 St Croix County CDD LEGEND S FOUND COUNTY SECTION CORNER, ALUMINUM CAPPED MONUMENT • FOUND I INCH OUTSIDE DIAMETER IRON PIPE, UNLESS NOTED ■ FOUND 1-2/4 INCH DIAMETER IRDN BAR O SET 1-1/4 INCH DIAMETER BY 181NCH LONG IRON BAR, WEIGHING 4.17 LBS/UNEAR FOOT O SET I INCH OUTSIDE DIAMETER BY 18 INCH IRON PIPE, WEIGHING 1.23 LBS. PER LINEAR FOOT BBT.Tr BENCHMARK ELEVATION TOP OF I INCH OUTSIDE DIAMETER PIPE — — — — — — — — 12 FOOT WIDE DRAINAGE AND UTILITY EASEMENT WHICH UES PARALLEL WITH AND ADJACENT TO THE 24TH STREET CUL-DE-SAC — — - — — DRAINAGE EASEMENT SHARED DRJI W. EASEMENT NORTH (N90'00'M"E 100.00) RECORD DIMENSION DRIVEWAY LOCATION L B.O. LOWEST BUILDING OPENING ELEVATION H. W. E. HIGH WATER ELEVATION ---------� 75-FOOT SETBACK FROM ORDINARY HIGH WATER MARK _ UTILITY EASEMENTS No pole or buried cables are to be placed such that the Installation would disturb any survey stake, or obstruct vision along any lot line or street line. Thedisturbanceofa survey stake by anyone is a violation of section 236.32 of Wisconsin Statutes. Utility easements as herein set forth are for the use of public bodies and private public utilities having the right to serve the area. DRAINAGE EASEMENTS No owner or resident shall do anything which Would interfere with or change the operation of the approved comprehensive storm water and erasion control plan for this plat. This includes, but is not limited to, building upon, obstructing, altering, filling or excavating, or planting In any pond or drainage easements, water drainage ditches, water runways, water culverts, berms or, gross seedings. See the Storm Water Maintenance Agreement on file at the SG Croix County Register of Deeds. SHORELANO ZONING NOTE: The property depicted on this plat contains areas that are subject to the Shoreland Overlay Zoning District. Contact the St. Croix County Community Development Department for further information. Each parcel shown on this map is subject to state, County and township laws, rules and regulations (f.e., wetlands, minimum lot size, access to parcel, etc.) before purchasing or developing any parcel contact the St. Croix County Development Department and the Town of St. Joseph for advice. pF INISC y'f170110LAB J. �"y ZA2145 A 52145 0 8�, 02/ OE/ 23 LOT 9 ARBOR HILLS VICINITY MAP TOWN OFSTIOSEPH, Sr. CROIX COUNTY NOT TO SCALE k SECTION 24, T30N, R20W noRM THE NORTH -SOU H 2/4 LINE SECTION 24 BEARS SOVODII'W AS REFERENCED TO THE ST. CROIXCOUNTY CDORDINATESYSTEM SCALE: 1INCH -100 FEET 100 5o a 100 VERTCAL DATUM: NA.VD. 88 DETAIL 1 t$ NOT TO SCALE %`- LOT 6 N 01 �qr \ Go NORTH N O q�'Si'aFE \ O LOT 5 8 Ott zn s89120105"W — E 102.79' — 43.79' --8AISIVOOS"W 1239.08' Ad66rywXtv�i^\\/\17 VOLUME 29 PAGE 6598 SHEET 1 OF 2 UNPLATTED LAND NORM UNESW I14-NE114-) N89'29'18 8 1299.68' t NANEiFR Ron DRAINAGE EASEMENT S62*05'411 1 I � 9395�.••� 44a, bI� 582'6238 3D'27-W-h t I I 8 3a- - 1_ S r\ '. 73q 1 •� I '-SEE IT VETLANO♦,1 41 / DETAIL'-, . /t 4 3(SHEET20F2) ♦♦ 'IT,/ li•, , i A 1 gy :N �i I DRAINAGE EASEMENT m J 14 °J H.W.E.-968.6 2.S1L% 8•N S� 2 yea^�'�J�' y('�=46�•2zLs `-�2gsr ,nm •� `3.•Yz I 1 I � WE4TLANa I t �� •� Nam- �7 Pas: � ♦ S S j � e , 1 Z r"•�,'w` O �tiS01 �`w ,•-N78'48'14'E 22.08' � I ti a2za''� .•'( 1 �. b W N�•15Y14yy < �--N51'S8'25'E 77.26' Y"`•_N4'34"W 33.06' 49.7)) �/ o W `� I -r �--NDTz6'13•E L � 86'.82'\♦ � 3 � ` r'4N 1 49.74' 41 ♦ r < o ISg,2T 4iOg}__iG969'919'E )/ 57.0s' ' I `., 585.;7'S0"E sa I j I♦ i I 158.94' Ri NBS'3T50'W--� V 54.73' DRAINAGE—.— I I 1 EASEMENT H.WE+ela.D �� POND^ — ISOUM 114 CORNER SECTION 24 ims INSTRUMENT DRAFTED Br. .LV PRo.ECT NO 799t-o0t DAZE a2 wAy I UNPLATTED LAND a t s�zr 3zso� ) •p �? �� szsy8 148.09•-�♦ �I•I -SEE DETAIL I t" (SHEET1 OF2) ` $0480RWD75.0 (M I_75' _ SOUM LINESWI/4_NEI.4 �rN08'35'09"W NORM LINSMWI14-SE114 I 1 60.45' .I q 1.34'1 - �, �+�-{�♦-`_ 214.29'_ S89*20'05"W 1239.08' LOT 2 LOT 3 CERTIFIED SURVEY MAP�l VOLUME 29� PAGE 6 98 St Croix County CDD LEGEND S FOUND COUNTY SECTION CORNER, ALUMINUM CAPPED MONUMENT • FOUND I INCH OUTSIDE DIAMETER IRON PIPE, UNLESS NOTED ■ FOUND 1-2/4 INCH DIAMETER IRDN BAR O SET 1-1/4 INCH DIAMETER BY 181NCH LONG IRON BAR, WEIGHING 4.17 LBS/UNEAR FOOT O SET I INCH OUTSIDE DIAMETER BY 18 INCH IRON PIPE, WEIGHING 1.23 LBS. PER LINEAR FOOT BBT.Tr BENCHMARK ELEVATION TOP OF I INCH OUTSIDE DIAMETER PIPE — — — — — — — — 12 FOOT WIDE DRAINAGE AND UTILITY EASEMENT WHICH UES PARALLEL WITH AND ADJACENT TO THE 24TH STREET CUL-DE-SAC — — - — — DRAINAGE EASEMENT SHARED DRJI W. EASEMENT NORTH (N90'00'M"E 100.00) RECORD DIMENSION DRIVEWAY LOCATION L B.O. LOWEST BUILDING OPENING ELEVATION H. W. E. HIGH WATER ELEVATION ---------� 75-FOOT SETBACK FROM ORDINARY HIGH WATER MARK _ UTILITY EASEMENTS No pole or buried cables are to be placed such that the Installation would disturb any survey stake, or obstruct vision along any lot line or street line. Thedisturbanceofa survey stake by anyone is a violation of section 236.32 of Wisconsin Statutes. Utility easements as herein set forth are for the use of public bodies and private public utilities having the right to serve the area. DRAINAGE EASEMENTS No owner or resident shall do anything which Would interfere with or change the operation of the approved comprehensive storm water and erasion control plan for this plat. This includes, but is not limited to, building upon, obstructing, altering, filling or excavating, or planting In any pond or drainage easements, water drainage ditches, water runways, water culverts, berms or, gross seedings. See the Storm Water Maintenance Agreement on file at the SG Croix County Register of Deeds. SHORELANO ZONING NOTE: The property depicted on this plat contains areas that are subject to the Shoreland Overlay Zoning District. Contact the St. Croix County Community Development Department for further information. Each parcel shown on this map is subject to state, County and township laws, rules and regulations (f.e., wetlands, minimum lot size, access to parcel, etc.) before purchasing or developing any parcel contact the St. Croix County Development Department and the Town of St. Joseph for advice. pF INISC y'f170110LAB J. �"y ZA2145 A 52145 0 8�, 02/ OE/ 23 LOT 9 ARBOR HILLS VICINITY MAP TOWN OFSTIOSEPH, Sr. CROIX COUNTY NOT TO SCALE k SECTION 24, T30N, R20W noRM THE NORTH -SOU H 2/4 LINE SECTION 24 BEARS SOVODII'W AS REFERENCED TO THE ST. CROIXCOUNTY CDORDINATESYSTEM SCALE: 1INCH -100 FEET 100 5o a 100 VERTCAL DATUM: NA.VD. 88 DETAIL 1 t$ NOT TO SCALE %`- LOT 6 N 01 �qr \ Go NORTH N O q�'Si'aFE \ O LOT 5 8 Ott zn s89120105"W — E 102.79' — 43.79' --8AISIVOOS"W 1239.08' Ad66rywXtv�i^\\/\17 VOLUME 29 PAGE 6598 SHEET 1 OF 2 57.0s' ' I `., 585.;7'S0"E sa I j I♦ i I 158.94' Ri NBS'3T50'W--� V 54.73' DRAINAGE—.— I I 1 EASEMENT H.WE+ela.D �� POND^ — ISOUM 114 CORNER SECTION 24 ims INSTRUMENT DRAFTED Br. .LV PRo.ECT NO 799t-o0t DAZE a2 wAy I UNPLATTED LAND a t s�zr 3zso� ) •p �? �� szsy8 148.09•-�♦ �I•I -SEE DETAIL I t" (SHEET1 OF2) ` $0480RWD75.0 (M I_75' _ SOUM LINESWI/4_NEI.4 �rN08'35'09"W NORM LINSMWI14-SE114 I 1 60.45' .I q 1.34'1 - �, �+�-{�♦-`_ 214.29'_ S89*20'05"W 1239.08' LOT 2 LOT 3 CERTIFIED SURVEY MAP�l VOLUME 29� PAGE 6 98 St Croix County CDD LEGEND S FOUND COUNTY SECTION CORNER, ALUMINUM CAPPED MONUMENT • FOUND I INCH OUTSIDE DIAMETER IRON PIPE, UNLESS NOTED ■ FOUND 1-2/4 INCH DIAMETER IRDN BAR O SET 1-1/4 INCH DIAMETER BY 181NCH LONG IRON BAR, WEIGHING 4.17 LBS/UNEAR FOOT O SET I INCH OUTSIDE DIAMETER BY 18 INCH IRON PIPE, WEIGHING 1.23 LBS. PER LINEAR FOOT BBT.Tr BENCHMARK ELEVATION TOP OF I INCH OUTSIDE DIAMETER PIPE — — — — — — — — 12 FOOT WIDE DRAINAGE AND UTILITY EASEMENT WHICH UES PARALLEL WITH AND ADJACENT TO THE 24TH STREET CUL-DE-SAC — — - — — DRAINAGE EASEMENT SHARED DRJI W. EASEMENT NORTH (N90'00'M"E 100.00) RECORD DIMENSION DRIVEWAY LOCATION L B.O. LOWEST BUILDING OPENING ELEVATION H. W. E. HIGH WATER ELEVATION ---------� 75-FOOT SETBACK FROM ORDINARY HIGH WATER MARK _ UTILITY EASEMENTS No pole or buried cables are to be placed such that the Installation would disturb any survey stake, or obstruct vision along any lot line or street line. Thedisturbanceofa survey stake by anyone is a violation of section 236.32 of Wisconsin Statutes. Utility easements as herein set forth are for the use of public bodies and private public utilities having the right to serve the area. DRAINAGE EASEMENTS No owner or resident shall do anything which Would interfere with or change the operation of the approved comprehensive storm water and erasion control plan for this plat. This includes, but is not limited to, building upon, obstructing, altering, filling or excavating, or planting In any pond or drainage easements, water drainage ditches, water runways, water culverts, berms or, gross seedings. See the Storm Water Maintenance Agreement on file at the SG Croix County Register of Deeds. SHORELANO ZONING NOTE: The property depicted on this plat contains areas that are subject to the Shoreland Overlay Zoning District. Contact the St. Croix County Community Development Department for further information. Each parcel shown on this map is subject to state, County and township laws, rules and regulations (f.e., wetlands, minimum lot size, access to parcel, etc.) before purchasing or developing any parcel contact the St. Croix County Development Department and the Town of St. Joseph for advice. pF INISC y'f170110LAB J. �"y ZA2145 A 52145 0 8�, 02/ OE/ 23 LOT 9 ARBOR HILLS VICINITY MAP TOWN OFSTIOSEPH, Sr. CROIX COUNTY NOT TO SCALE k SECTION 24, T30N, R20W noRM THE NORTH -SOU H 2/4 LINE SECTION 24 BEARS SOVODII'W AS REFERENCED TO THE ST. CROIXCOUNTY CDORDINATESYSTEM SCALE: 1INCH -100 FEET 100 5o a 100 VERTCAL DATUM: NA.VD. 88 DETAIL 1 t$ NOT TO SCALE %`- LOT 6 N 01 �qr \ Go NORTH N O q�'Si'aFE \ O LOT 5 8 Ott zn s89120105"W — E 102.79' — 43.79' --8AISIVOOS"W 1239.08' Ad66rywXtv�i^\\/\17 VOLUME 29 PAGE 6598 SHEET 1 OF 2 1.34'1 - �, �+�-{�♦-`_ 214.29'_ S89*20'05"W 1239.08' LOT 2 LOT 3 CERTIFIED SURVEY MAP�l VOLUME 29� PAGE 6 98 St Croix County CDD LEGEND S FOUND COUNTY SECTION CORNER, ALUMINUM CAPPED MONUMENT • FOUND I INCH OUTSIDE DIAMETER IRON PIPE, UNLESS NOTED ■ FOUND 1-2/4 INCH DIAMETER IRDN BAR O SET 1-1/4 INCH DIAMETER BY 181NCH LONG IRON BAR, WEIGHING 4.17 LBS/UNEAR FOOT O SET I INCH OUTSIDE DIAMETER BY 18 INCH IRON PIPE, WEIGHING 1.23 LBS. PER LINEAR FOOT BBT.Tr BENCHMARK ELEVATION TOP OF I INCH OUTSIDE DIAMETER PIPE — — — — — — — — 12 FOOT WIDE DRAINAGE AND UTILITY EASEMENT WHICH UES PARALLEL WITH AND ADJACENT TO THE 24TH STREET CUL-DE-SAC — — - — — DRAINAGE EASEMENT SHARED DRJI W. EASEMENT NORTH (N90'00'M"E 100.00) RECORD DIMENSION DRIVEWAY LOCATION L B.O. LOWEST BUILDING OPENING ELEVATION H. W. E. HIGH WATER ELEVATION ---------� 75-FOOT SETBACK FROM ORDINARY HIGH WATER MARK _ UTILITY EASEMENTS No pole or buried cables are to be placed such that the Installation would disturb any survey stake, or obstruct vision along any lot line or street line. Thedisturbanceofa survey stake by anyone is a violation of section 236.32 of Wisconsin Statutes. Utility easements as herein set forth are for the use of public bodies and private public utilities having the right to serve the area. DRAINAGE EASEMENTS No owner or resident shall do anything which Would interfere with or change the operation of the approved comprehensive storm water and erasion control plan for this plat. This includes, but is not limited to, building upon, obstructing, altering, filling or excavating, or planting In any pond or drainage easements, water drainage ditches, water runways, water culverts, berms or, gross seedings. See the Storm Water Maintenance Agreement on file at the SG Croix County Register of Deeds. SHORELANO ZONING NOTE: The property depicted on this plat contains areas that are subject to the Shoreland Overlay Zoning District. Contact the St. Croix County Community Development Department for further information. Each parcel shown on this map is subject to state, County and township laws, rules and regulations (f.e., wetlands, minimum lot size, access to parcel, etc.) before purchasing or developing any parcel contact the St. Croix County Development Department and the Town of St. Joseph for advice. pF INISC y'f170110LAB J. �"y ZA2145 A 52145 0 8�, 02/ OE/ 23 LOT 9 ARBOR HILLS VICINITY MAP TOWN OFSTIOSEPH, Sr. CROIX COUNTY NOT TO SCALE k SECTION 24, T30N, R20W noRM THE NORTH -SOU H 2/4 LINE SECTION 24 BEARS SOVODII'W AS REFERENCED TO THE ST. CROIXCOUNTY CDORDINATESYSTEM SCALE: 1INCH -100 FEET 100 5o a 100 VERTCAL DATUM: NA.VD. 88 DETAIL 1 t$ NOT TO SCALE %`- LOT 6 N 01 �qr \ Go NORTH N O q�'Si'aFE \ O LOT 5 8 Ott zn s89120105"W — E 102.79' — 43.79' --8AISIVOOS"W 1239.08' Ad66rywXtv�i^\\/\17 VOLUME 29 PAGE 6598 SHEET 1 OF 2 UTILITY EASEMENTS No pole or buried cables are to be placed such that the Installation would disturb any survey stake, or obstruct vision along any lot line or street line. Thedisturbanceofa survey stake by anyone is a violation of section 236.32 of Wisconsin Statutes. Utility easements as herein set forth are for the use of public bodies and private public utilities having the right to serve the area. DRAINAGE EASEMENTS No owner or resident shall do anything which Would interfere with or change the operation of the approved comprehensive storm water and erasion control plan for this plat. This includes, but is not limited to, building upon, obstructing, altering, filling or excavating, or planting In any pond or drainage easements, water drainage ditches, water runways, water culverts, berms or, gross seedings. See the Storm Water Maintenance Agreement on file at the SG Croix County Register of Deeds. SHORELANO ZONING NOTE: The property depicted on this plat contains areas that are subject to the Shoreland Overlay Zoning District. Contact the St. Croix County Community Development Department for further information. Each parcel shown on this map is subject to state, County and township laws, rules and regulations (f.e., wetlands, minimum lot size, access to parcel, etc.) before purchasing or developing any parcel contact the St. Croix County Development Department and the Town of St. Joseph for advice. pF INISC y'f170110LAB J. �"y ZA2145 A 52145 0 8�, 02/ OE/ 23 LOT 9 ARBOR HILLS VICINITY MAP TOWN OFSTIOSEPH, Sr. CROIX COUNTY NOT TO SCALE k SECTION 24, T30N, R20W noRM THE NORTH -SOU H 2/4 LINE SECTION 24 BEARS SOVODII'W AS REFERENCED TO THE ST. CROIXCOUNTY CDORDINATESYSTEM SCALE: 1INCH -100 FEET 100 5o a 100 VERTCAL DATUM: NA.VD. 88 DETAIL 1 t$ NOT TO SCALE %`- LOT 6 N 01 �qr \ Go NORTH N O q�'Si'aFE \ O LOT 5 8 Ott zn s89120105"W — E 102.79' — 43.79' --8AISIVOOS"W 1239.08' Ad66rywXtv�i^\\/\17 VOLUME 29 PAGE 6598 SHEET 1 OF 2