Loading...
HomeMy WebLinkAbout038-1114-40-100 Lot 04L JA—S aqq a Depa, ment of #2244 OIL EVALUAT2 9 Z�,S3 P S�f4ty andSEC inaccords ce with Comm 85, Wis. Adm. Code Page of - 5, - Professiol-tal Services -runty Schmitt Soil Testing, Inc. t St. -1 e t �oprnent I vp County Attach complete site plan on aWIM111111 . c es in size. Plan must St. Croix include, but not limited to: ve and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Part of:038-1114-40-10© 00 Please print all information. _-_____ ____B Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Je- !Mvv.,Zl " 11b4louo?-1 Property Owner Property Location Moulton, Richard & Ramona Rev Liv Trust Govt. Lot SW1/4, NE1/4, S29, T31N, R18W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1136 1 09th St. CSM Pending Approval city State Zip Code Phone Number city Village Town Nearest Road New Richmond Wl L 54017 715-505-6430 Star Prairie Nighthawk Drive New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material Outwash (Plainfield loamy sand) 78.5'(86 1' Flood plain elevation, if applicable General comments Area is suitable for a conventional system with a 0.5 gpd/sqft rate. Possible sytem elevation for Area 1 is 95.25' (High Trench) and recommendations: 94.00' (Low Trench). Slope of area is 21 %. Boring # Boring Pit Ground surface elev. 97.75 ft. Depth to limiting factor 96+ in. ISoil Application Rate I Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consisten Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-8 10yr3/3 none st 2mgr mvfr as 2m,2f 0.6 1.0 2 8-49 10yr5/6 none ifs Osg ml gw 2fir lvf ------ 0.5 1.0 1.6 3 49-96 10yr6/4 none grs Osg ml 0.7 Boring # Boring Pit Ground surface elev. 97.75 ft. Depth to limiting factor 96+ in, ISoil Application Rate I Horizon Depth in. Dominant Color Munsell Redox Description Texture Qu. Sz. Cont. Color Structure Gr. Sz. Sh. Consistence Boundary Roots ---, GPD/ft2 *Eff#1 *Eff#2 0-7 10yr3/3 none sl Ifs 2mgr Osg mvfr as ---- 2c,2m ------ 0.6 1.0 2 7-96 10yr5/6 none ml 0.5 1.0 I f Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <. 150 mg/L Effluent #2 = BOD,!s.30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. ..... Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 12/27/2022 715-760-1978 SBD-8 1.10 (R 07/00) Property owner Moulton, Richard & Ramona Rev Parcel ID # Part of;038-1114-40-100 Page 2 of 5 3 L � Boring Boring # Pit r 93.35 ft. Depth to limiting factor 96+ in. 0 Ground surface elev. Soil ADDlication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/W *Efr#1 *Eff#2 1 0-9 10yr3/3 none sl 2mgr mvfr as 2c,2m 0.6 1.0 2 8-46 10yr5/6 none lfs Osg m1 gw 1f,1vf 0.5 1.0 3 46-96 10yr6/4 none grs Osg ml ---- ------ 0.7 1.6 [-] Boring Boring # 0 Pit Ground surface elev. ft. Depth to limiting factor in. ISoil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft" *Eff#1 *Etf#2 n Boring factor Baring # Pit Ground surface elev. ft. Depth to limiting acor in. �� Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 " Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 <150 mg& * 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 608-266-3 l51 or TTY 608-264-8777. SBD-8330 (R.07/00) Schmitt Sw Tes", Inc. 0 0 641 (D R 1111111111111111man Conducted By: Thho s J. Sch.6tt CST 227429 12-27-ZO22 lot = 50' W23 50' a 401 N1 GH -1 tiA%,VK 0 R 1121 ir*1 LWJIVI 1 Li 'V 0 am 0 man 0 " 100, BM BM 2 100 # won 0 am s 0 come 0 -L 400 000000 0 dM 0 a 98' '12' 98 GWO •'� 0 Mm 0 seem amp 0 dop BI a,, '96' 96%w- B B 2 eee AREA 1 0 MWER 0 • 00 "aw woo own 0 94' 94 * law AREA doo • 'W as 92' 92 1=000, --lionnhadwMMORM a —9 0 mom was •tow BM 1 100.00'Top of 2" PVC Pipe BM 2 101.07"Top of 2" PVC Pipe 21% SLOPE Conducted for: Richard T & Ramona M Moulton Rev Living Trust 1136 1 09th St. New Richmond, Wl 54017 �•+""'�00 Y�R LOT 1 FLOOD Part of: PID 038-1114-40-100 SW1/4 NE1/4 S29 T31N R18W jown of Star Prairie • • 279.271 25' 25' K) (D C1 0 Z CD M Cn 3 1 ( I C > Q) Q 0 CL 4-4 U) W St Croix County, W1 Legend Lakes and Rivers Rivers and Streams w. Dwit trotemmerit Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way Abo,4oned Ra4road Private Road Radroad ROW Vacabod ROW Railroads Conveyance Division 11 0 20 40 60ft DISCLAIMER: This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the i oedmr 12128122 2-3 PM St Croix County, Wf Legend o NIGHTHAWK DRIVE Flood Hazard Areas c� R1W r f f Viffal?e of Baldwin Zoning (L r 1 f County Zoning r Lakes and Rivers f Rivers and Streams rDam finter►nRbetA 5 0' r r Pcrrerxal r Interstates r r US Highways � f f State Highways r Gaunty Highways f 1 Local Roads •r•�•„ f f Rustic Roads ' .af •'�•.� i ® ••bias• �• -•A•i• f Ra nps • • ,� • .mew . • �... •'� • moo moo r• • dow f Road Right of Way • Railroad �� • • .i • ! r. • as • S a>� ' AbondQnad • I0 Pnvat• Road R2:IfDad 875 5' - • f 'a'. • Mft • . ""' f Road f f f Vacated ROW r r Railroads LOT 1 r f r f f f 1 f f r f f f f f f N 1 f f f f f r ••••G f 100YEAR •''••. f r ■ F L 0 0 D f f ■ • • ■ •• i 861.5' '• f 0 20 40 soft ■ ■ . ■ ■ ■ ■ ■.. �.h •. f f DISCLAIMER: This mad is not guaranteed to be ■ # ■ ■ ■ ■ ■ ■ : f accurate, correct, current, or compll-te and ■ ■ s ■ ■ • • 1 f conclusions drawn are the responsihi ity of the user. • f • r ■ ■ ■ ■ ■ ■ • ; A ■ ■ ■ ■ ■ . 1 see f • f 12)'M22 2.50 PM • fi Page 5of5 CERTIFIED SURVEY MAP LOCATED IN PART OF THE SW 1/4 OF THE NE 1/4 OF SECTION 29, T31N, R18W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN. .. I NWSZ'03"E 484.371 I I ' TLOT i I ' II LOT Z � f ; TOTAL AREA • TOTAL AREA: f 93.596 SO. FT. (2.149 ACRES) I 66,642 SO. FT, I (1.530 ACRES), � I ' I Ln 2S' SHAREC) ,f N DRIVEWAY EASEMENT I w _...-.-_.�_� L._ I 1 25 SH EI�� DRIVEWAY MENT aCL in o I I i '1 � J f 279. r 1 v r N89'38'1I"W 460.48' v f ao J 0 3 w M Q � i .� � LOT 3 TOTAL AREA: z Z 151,000t SO?. F71. (3.466t ACRES) t LOT 4 TOTAL AREA: J 68,000t SO. FT. ACRES) ±� (1.5611 b fw F t N i 1 "O--100-YEAR FLOOD t �; �� i ♦' �\DOCK " APPLE RIVER � f� 4 r LEANDER LINE _ RDINARY HIGH WATER MARK Department of SOIL EVALUATION REPORT #2244 8 P 0afely di lu in accordance with Comm 85, Wis. Adm. Code Page 1 of 5 Professional Services Schmitt Soil Testing, Inc. County Attach complete site plan on paper not less than 81/2x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and Pnrce! I D I - arrow, and olocativon, arild distance to nearest road percent slope, scalle or dirnenesions, nuorth distal >L I UOU Part of:038-1114-40-1 00 Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Reviewed By Date L Property Owner Property Location Moulton, Richard & Ramona Rev Liv Trust Govt. Lot SW1/4, NE1/4, S29, T31N, R18W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1136 109th St. 4 CSM Pending Approval City State Zip Code Phone Number Fj City 'Village A Town Nearest Road New Richmond WI 1 54017 1 715-505-6430 Star Prairie Nighthawk Drive New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD [_, Replacement Public or commercial - Describe:_ Parent material - Outwash (Plainfield loamy sand) Flood plain elevation, if applicable 78.5(861' ft. General comments Area is suitable for a conventional system with a 0.5 gpd/sqft rate. Possible sytem elevation for Area 1 is 95.25'(High Trench) and recommendations: 94.001 (Low Trench). Slope of area is 21%. Boring # Boring Pit Ground surface elev. __97.75--- ft. Depth to limiting factor 96+ in. 1Soil Application Ratel Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. �'consisten Boundary Roots P GD/ft' *Eff#1 T *Eff;42 2 3 0-8 8-49 49-96 10yr3/3 none 10yr5/6 none 10yr6/4 none sl ifs yrs 2mgr Osg 05Y mvfr Ml [III as gw ---- 2m,2f 2f, lvf 0.6 0.5 1.0 1.0 1.6 0.7 2 Boring # Pit Ground surface elev. 97.75 __ ft. Depth to limiting factor 96+ in. ISoil Application Rate I Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz, Sh. Consistence Boundary Roots GPD/ft.? *Eff#1 -Eff#29 1 2 U_/ 7-96 10yr3/3 10yr5/6 none none s! Ifs 2mgr Osg mvtr ml as 2c,2m ---- ------ U.b 0.5 r Lu 1.0 * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 <. 150 mg/L * Effluent #2 = BOD5 a_ 30 mg/L and TSS -30 mg/L O%C%-r 011— t-*1 L-r _,Q 1 NCII Ile (Please Print) I thJuesir"ItkuOr Thomas J. Schmitt 227429 kddress Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 12/27/2022 715-760-1978 5BD-8330 (R 07/00) Property Owner Moulton, Richard & Ramona Rev Parcel ID # __Part of:038-1114-40-100 Boring 3 Boring Pit Ground surface elev. ft. Depth to limiting factor 96+ in. Page 2 of. 5 JSoil Application Ratel Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistences Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-9 10yr3/3 none sl 2mgr mvfr as 2c,2m 0-6 1.0 2 3 8-46 46-96 10yr5/6 10yr6/4 none none Ifs grs Osg Osg ml ml gw ---- if, 1Vf ------ 0.5 0.7 1.0 1.6 Boring Boring # 1�__Pit Ground surface elev. Depth to limiting factor in. ISoil Application Ratel Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure !consistence Gr. Sz. Sh. Boundary Roots GPD/ft 2 ff#1 *E *Eff#2 Boring Boring # Depth to limiting factor in. F— I I Pit Ground surface elev. ft. ISoil Application Ratel Horizon Depth in. Dominant Color Munsell Redox Description Color Qu. Sz. Cont. C Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft 2 --- --------- *Eff#1 *Eff#2 * Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD 5 - 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. SBD-8330 (R,07/00) Schmitt Soil Testing, Inc. Sal Conducted By: Tho as /J. S it CST 2 7429 12-27-2022 64' lit = 50' 1160 50, h 40' 112' 123' IV] I 100, I B M BM 2 1 10016" 0 Now 98' 12'• 98'MM 0 Gum a B 1 *96' B2 B AREA I i. ago 094' Ew" 941 0 am 0 am 40M AREA2 'O'ft " I,- Opp* slow "'Ow 000004092' ' 921 '111ft BM 1 100.00'Top of 2" PVC Pipe BM 2 101.07"Top of 2" PVC. Pipe 21 % SLOPE Conducted for: Richard T & Ramona M Moulton Rev Living Trust 1136 1 09th St. New Richmond, W1 54017 ••'""fiooY LOT 4 FLOOD Part of: PID 038-1114-40-100 SW1/4 NE1/4 S29 T31N R18W jown of Star Prairie • • • 279.27' • 25' 1 25' N) Cn Cn =r CU (D Z CD 1< M Rt (n CD 3 C) St Croix County, W1 Legend Lakes and Rivers Rivers and Streams Dom IrAeffn0unt Pwrorvw Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way At*NjorwJ RaIkond Pm-otc Road RPA*Dad Road Vacated ROW Railroads Conveyance Division N r7 3EK:: 0 20 40 60ft DISCLAIMER- This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the user_ I I I 12r2W2 2:'3 PM NIGHTHAWK DRIVE ill = 50' 41400 0 aIns, a 0 dow 00 M 000. 4000 IT. 6000 OM * MOWN 4IIIIIIIIIn 0 "M am a 06010000 .Mop a 6 'IIIIIIIIIs*sIs ago • Qwn GUMMI 4ffft a QMIM0 0 41111100 MOM W's ago 0 "Iss saw MIIIIIIIID sIIss ssIp 0 00 Mm"I MIII 0 Idec 875 MINIM* NI 100 YEAR06*40 ■ FLOOD *09* see 861.5", be NF A E• • •• St Croix County, W1 Legend Flood Hazard Areas ViAage of Baldwin Zoning County Zoning Lakes and Rivers Rivers and Streams Dam Interstates US Highways State Highways County Highways Local Roads Rustic Road3 Ramps Road Right of Way Altmr4owl PLWI Private Road RiWroad Road Vacated ROW Railroads N 0 20 40 60ft DISCLAIMER- This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the user. 12J28M 2:50 PM Page 5 of 5 CERTIFIED SURVEY MAP LOCATED IN PART OF THE SW 1/4 OF THE NE 1/4 OF SECTION 29, T31 N. R18W, TOWN OF STAR PRAJRIE, ST. CROIX COUNTY. WISCONSIN. hINCLAT HA'Alu ckn2L'rE- -- v 0 vvw% wilviv NWSr03'NE 4P.3r —27 i 6.7T —Wpikol LOT I LOT 2 rout AREA- rOTAL ARE4: 93.598 SO. FT. (2.149 ACRES) $6,642 so. Fr. (1.530ACRES) u 25* SHARED DRNMAY EWMtw f at r4 2SP Lim CL --4 ownwAy 0 272Ar N89*38617"W460.41r LOT 3 TOM AREA. 151t000t SO. F77. (3.46dt ACRES) ?"--100-YEAR FLOOD so ir .00 lop 44 DER UNE LOT 4 TO rAL AREA- 6M, 00)t SO. FT (1. 56 It ACRES) APPLE RIVER HIGH WATER MARK LEGEND T SOIL BORING CERTIFIED SURVEY MAP —940—INDEX CONTOUR LOCATED IN PART OF THE SW 1/4 OF THE NE 1/4 OF SECTION 29, T31NIF INTERMEDIATE 2 - FOOT CONTOUR R18W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN. BUILDING SETBACK SURVEYOR: PREPARED FOR: C.B.A. CONTIGUOUS BUILDABLE AREA DOUG J. ZAHLER TIM MOULTON ................. ................ AUTH CONSULTING 1970 NIGHTHAWK DR .......... **V-%% . " . , . " . , . * . , . , . '%v,-:-' CONTIGUOUS BUILDABLE AREA ........................... 2920 ENLOE ST. SUITE 101 SMERSET, WI 54025 ............ HUDSON, WI 54016 NORTH 1/4 CORNER THERE ARE NO SLOPES OVER 25% ool�SECTION 29 j � -NIGHTHAWK DRIVE ............... 20 (31 Ic _N88° 5 2' 03-E 484.3 182.59' 2 N88'052'103"E _"-R6_P@-SED1 --276:j77'/ 207. 0 q 527.27' 13-144VEWAY D_&LV ......... . ....... T ..�� .......... ...... ...... Ln N cc CD O W CD M Lll;� I ry 0 0 z Ow ...... .... ...... .............................. .......... ........ . JIM .... ...... .... .............. ......... ......... ........ ............ ........ . .7w .... .... .. .......... .. .%7 ...... ... .......................... utj ......................... ......... 6 ................ ... .... LLJ . . .... Ln ..... Ln ............... L........ .. . . . . ....... ................. . ............ 00 .......... . ............ . ...............................................................:._......... %. _ ..........­ .. .. .. ................... 1§/R. . ..... .. = 0.0 ACRES B.A.=1.31 ACRES .:"... 00 ............... .1 ........ .. ............. .................. . ....... , 4 .... ........ k m . ..... cc ............... .................. ......... ... ..... .. N:. .. ........ . ..... ...................... un ... ... ... a) ........... ... ...... . .... .. ... ...... ..... . .... .... . .. Lu........... 5: ...................... .... .......... ....... . AIL ..... . ..... a o .. ILL. ........ ......... ................. 81.20 AIL 25-00 .961 f .......... k ............ APPRQ41m .... ...... TA . lkA- ,F—L ,FL D e4 `BOO [3ARY . ... .. ...... ... AIL . �j C9.A .i ...... .65 ACff$_(- ...... 7, ;e ........... Lm Au- . ...... .......... ... .... .... .... .... 8 0., .... ........... A " . . . . . . . . . r .. ........ .............. ............................. ............................ cc .... ... k7F ALL . ....... .......... p 21L �,_�!v7SO46 19%41� .11L .49, 00 I'LL En MEANDER Lli4E ........... ...... ....... ....... .... �D �b 0- CD .... ............... L) . ... ... ................ .............. bf x 'o.or ........ le. ....... ........................................ < oD C.B.A. = 1.05 ACRES. .......... L) . ............ ..... 7 .... ........... & .... D Lu LLJ Lf) 0 >_ f%4 z LU ......... .. ............. Z 0 ...... .. . .... . .OLD ................................... b Z) z Li 0 cr LIJ c LLJ V) V) m LL < C ............ 1�v ... .. 0 co L) .4- c>, ............ ...... r. ..... .... ..... .... 70, b SCALE: 1 100' 100 50 0 100 APPROXIMATE ORDINARY HIGH WATER MARK cc 0 co (o LQ CL 0 CONTOURS, SLOPES CBA & SOIL BORINGS CERTIFIED SURVEY MAP LOCATED IN PART OF THE SW 1/4 OF THE NE 1/4 OF SECTION 29, T31N; R18W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN. SURVEYOR: PREPARED FOR: DOUGLAS J. ZAHLER TIM MOULTON AUTH CONSULTING 1136 109TH STREET 2920 ENLOE ST. SUITE 101 NEW RICHMOND, WI 54017 HUDSON, WI 54016 SCALE: I" = 100' NORTH 1/4 CORNER n 00 0 50 0 100 CD m Ln-nSECTION 29 100 CD M C 0 U N T R Y LIVI N G :;0 z LOT 9 S2 0 LOT 10 Z-0 > C) -NORTH LINE SW 1/4-NE 1/4 Ln Ln NIGHTHAWK DRIVE— cn-- r Ln C: LU CIS N88052'03"E 484.37' - Ln 426.47' 57.90' p) N88`52'0311E PROPOSEDI Ln C:) ro LD �0 �, C� rn n ram, 527.27' DRIVEWAY 0 C3) 00 LI�E LEGEND Z:� C) 0 z M G, I FOUND ALUMINUM COUNTY NJ SECTION CORNER MONUMENT rn FOUND 1-1/4" OUTSIDE rr) Ln DIAMETER IRON PIPE N SY Cn C) SET 1"" OUTSIDE DIAMETER X1 8" �'_ w LONG IRON PIPE WEIGHING 1.13 00 LBS./LINEAL FOOT 00 w PREVIOUSLY RECORDED AS MC0 C�0) 8 LN. 0 Q) M 00 C,6 CL Cl) 0 N CURRENT ZONING- R-1 Ln :37 co LOT 1 0 (D ED (n 128,753 SQ. FT SL — 0- 0 En' AiL ��.% Cn ao, O AIL (2%,, ,.956 ACRES) 0. (D �3 *;, E =3 Ln 0 (D 0 AIL EXISTING ( Ln 0 E 3 ro- 2 1 C r1+6 -1 . =3 DRIVEWAY 0 :3cmn (n C) C. N89038'17"W 307.58' toh J6 Ln 0-0 0 W 2. 3 0� Cn= (D C ri'257.58' 50.00 c C) z NOTE: Prior to any 3 Z (D a 0 development on Lots 2 & 3, the (D 67 cn > AIL OHWM shall be verified by 1< 0 Community Development Staff. 00 -LL )JL I — > M P � 06 iv APPROXIMATEC) i 00 (D zo m Lri AL WETLAND "EL ;74- a CD = 0 , , < W -0 M L N CL > *-j BOUNDARY LOT 2 D C) Q, CD U2 LOT 3 1+ AIL 72,900 SQ. FT±. 177,400 SQ. FT+ 0 0 aD CL (1. 674 A CRES±) M D 0 M -� :03 (4.0 73 A CRES±) =W C) 5-,-0 0 ` — = — 0 zr Z3 CL CD LrJ *< AI7:1 S89035'06"E 0 -0 (D Lli N W ---1 00-YEAR FLOOD U) NOTE: Lots are subject to N0002454"E future special assessments f s V , OL z 27.00 All- 35. 00' :�j for any upgrades and c:' improvements to the road. 0 0 N89035'05"W © k-0 - AiL 27.00' DRAINFIELD EASEMENT -C� NOTE: Any land below the NJ ordinary high water mark W 0 z0 TO ADJOINER of a lake or navigable z a stream is subject to the 0 public trust in -z_ navigable waters that is mestablished under article IX, section 1, of the state constitution. Ln SEPTIC TANK WELL 0 Wise z I- OL)SE 0 1+ C) /ZAHLER %DOUGLAS J. T z At,7S '46',79rPVV S-2145 C) 20-4a, HUDSON, D 00 () Ln U) U) 1-; APPROXIMATE MEANDER LINE ORDINARY HIGH WATER MARK 5/08/2023 DRAFTED BY: MARK MCCLENATHAN PROJECT NO: 8184-001 DATE: 12/21/22, REVISED 01 /11/23, 02/15/23, 05/08/23 SHEET 1 OF 2 CERTIFIED SURVEY MAP LOCATED IN PART OF THE SW 1/4OFTHE NE 1/4 OF SECTION 29,T31N, R18W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN. SURVEYOR: PREPARED FOR: DOUGLAS J. ZAHLER TIM MOULTON AUTH CONSULTING 1136 109TH STREET 2920 ENLOE ST. SUITE 101 NEW RICHMOND, WI 54017 HUDSON, WI 54016 SCALE: 1" = 100' NORTH 1/4 CORNER SECTION 29 100 50 0 100 COUNTRY LIVE NG LOT9 LOT 10 _ -- w NORTH LINE SW 1/4-NE 1/4 NIGHTHAWK DRIVE_ „mac, _ — I\IIGH rn w `�'- u'- N88052'03"E 484.37' w 426.47' 7N88°52'03"'E PROPOSED 527.27' DRIVEWAY N a LEGEND 0 �-►1 FOUND ALUMINUM COUNTY rn SECTION CORNER MONUMENT FOUND 1-1/4" OUTSIDE ult DIAMETER IRON PIPE m 0 SET 1" OUTSIDE DIAMETER X18" w LONG IRON PIPE WEIGHING 1.13 W LBS./LINEAL FOOT N . m w PREVIOUSLY RECORDED AS N N CURRENT ZONING- R-1 Ln D M n o r- z / ti* V�w � Pew ° oe °° __ ,�' —•_—•� LOT 1 128,753 SQ. FT. 4w O� ti AIL _�IL 2.956 A CRES N\\ ( ) O �� ''� �` '� \�• EXISTING / � AAL , DRIVEWAY N f N89 38 17 W 307.58 a C ri'257.58' 50.00' ''lit I NOTE: Prior to any o �` ' r I\ development on Lots 2 & 3, the D OHWM shall be verified by / ° ova , , j Community Development Staff. M uw,, =N APP ROXIMATE u'- �► WETLAND Ir— 00 A I / 3> � BOUNDARY i LOT 2 z I+ ' i LOT 3 72,900 SO. FT+. �� 14 � 177,400 SO. FT.t (1.674 ACf?ES+) (4.073 A CRES+) ti LIJ/ z / �` 100-YEAR FLOOD o S89 35 06,� E 27.00' c 11L / NOG 02454 " E 35.00' c D O 0 N ' I/ C� / '' �/ N89 °35'06"W U 2 7. 00 DRAINFIELD EASEMENT 0 ,�,L c w ,, TO ADIOINER z 1 o �N m w , sJllt ` C� f Ln �' p 'iL SEPTIC TANK I+ S/ WELL m N a- 0 00 a oo Ln N N u; 07 �r Ln 1�4' r Ln q;11 L Cn O N CD I� I� n co 0 O D -n = O ' vO m mv o C q O D-°O� � C) m Z N m m 0 m OLnap fl D X Y � O � � z�z m m - >v 0 m :3C LN Z3 N awn R, ci.C!)� .2 c IDcn cn o Qo?cn �� cv x �p2'=00� (D `< N� (- w � o• � o � 'C7 CL ID �. n 0 3 CD 0 0in C w 737 r-" m (D O� �• �o CD3 NaW-a � � CD cCD o r► C� cn 0 (D `c p o cn ° n w -0 3 �? o WC>niv ro��naa m Z3In rn �c Iv NOTE: Lots are subject to future special assessments for any upgrades and improvements to the road. NOTE: Any land below the ordinary high water mark of a lake or navigable stream is subject to the public trust in navigable waters that is established under article IX, section 1, of the state constitution. LLJ °V- WIS QA 0� , "",USE N � U '(� ; DOUGLAS J. z N75°46,,►► �� / ZAHLER 9 = O w 2p2. °� / �Q 3'2145 u0 49 ' �,��' ��' '`. HUDSON, O w I+ AIL APPROXIMATE APPROXIMATE AlL MEANDER LINE `x ORDINARY HIGH SUS 4 WATER MARK 5I08/2023 DRAFTED BY: MARK MCCLENATHAN PROJECT NO: 8184-001 DATE: 12/21 /22, REVISED 01 /11 /23, 02/15/23, 05/08/23 SHEET 1 OF 2 CERTIFIED SURVEY MAP LOCATED IN PART OF THE SW 1/4 OF THE NE 1/4 OF SECTION 29, T31N; R18W, TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN. SURVEYOR: PREPARED FOR: DOUGLAS J. ZAHLER TIM MOULTON AUTH CONSULTING 1136 109TH STREET 2920 ENLOE ST. SUITE 101 NEW RICHMOND, WI 54017 HUDSON, W] 54016 SCALE- 1 100' NORTH 1/4 CORNER n pi 0 100 50 0 100 0 > M SECTION 29 0 4 L/I M COU NTRY LIVING �;u 0 rn LOT 10 LOTS 2 C q Z -0 > C) 'Z., W LU "'`NORTH LINE SW 1/4-NE 1/4 -J LD Ln Ln NIGHTHAWK DRIVE— M 0 M C SE CTION E CT) —T— L! > Lo N88"52'03"E 484.37' Ln 426.47' 57.90' O Q 1> zo x N880"52'03"E PROPOSED Ln 60 r) rl� ro 527.27' DRIVEWAY 0 C0 0 06 00 LEGEND :�:�E m z FOUND ALUMINUM COUNTY SECTION CORNER MONUMENT rn FOUND 1-1/4" OUTSIDE ry) 11 Ln DIAMETER IRON PIPE I*A Q) 1-J ' Ily M 0 SET 1 " OUTSIDE DIAMETER X1 8" LONG IRON PIPE WEIGHING 1.13 00 LBS./LINEAL FOOT Z" F*V g 00 �0 M PREVIOUSLY RECORDED AS .41) C�n (z) 0 C ON 00 1;�6 06 'n a 00 1-:- -, Ln (D CURRENT ZONING- R-1 0 ry rQ 00 o A� 0) 'qt 128,753 SQ, FT 0 � 1< 0 C (2.956 ACRES) C/) E3 �D Z3 57<* — 0 Ln 0 (D 0 ' 0"9. — =3 ID 0 EXISTING 0 0 CE = :E q DRIVEWAY 0 CD 1< CA 1 C3 -" N Co F =r 0 N89038'17"W 307.58' 0 /257.58' 50.00oy CL (0 2 U) C: 0 E- z AIL -NOTE: Prior to any EL (D -u 2 0 CD 0 F— C� development on Lots 2 & 3, the < (D 57 CD > 9 OHWM shall be verified by rl 0 Oo Community Development Staff. 7 0 0 > 0 to rr ---i C:) Od 0 0 0i < =r P� N I;r 0 < D 0� (D 0 - APPROXIMATE/ 'I M Ln W ID WETLAND -0 7, 0 r— 00 > BOUNDARY L LOT 3 LOT 2 N 0 S aM (D 72,900 SO. FT±. Cn 177,400 SQ. FT + C) 0 Ern CL n C) A-k (1. 674 A CRES±) (D 3 �0: 703 (4-0 73 A CRES±) 0 — 6) 0-Cn 0 -0 (D Cn LM 0 ro zS89035'06"E (D "-100-YEAR FLOOD 270 En AIL Ln NOTE: Lots are subject to NOO 02454 "E LU U, N � future special assessments Un 35.00 for any upgrades and improvements to the road. + 1 0 N89035'06"W ►-4 - 27.00' DRAINFIELD EASEMENT z NOTE: Any land below the ry Z ordinary high water mark LA 0 TO ADJOINER of a lake or navigable z C) ream is subject to the public trust in navigable waters that is established under article IX, 0 rn AIL. I N stream section 1, of the state 1-4 % constitution. Ln SEPTIC TANK WELL y / % 0 IF VVIS (Z� z OLJSE J 211L 0 DOUGLAS J. ZAHLER /V'7S-46'1q?1W �\-N 3-2145 it z 0 1,, Z: d A, .' 202.491 00 HUDSON) C) Ln 11L -AL 0 LLJ W C/) APPROXIMATE MEANDER N" DD'eEE R LINE ORDINARY HIGH WATER MARK 5/08/2023 DRAFTED BY: MARK MCCLENATHAN PROJECT NO: 8184-001 DATE: 12/21/22, REVISED 01 /11/23, 02/15/23, 05/08/23 SHEET 1 OF 2