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HomeMy WebLinkAbout038-1109-50-000 Lot 01MAY 31 2023 Wis. Dept. of Safety and Professional cx* rvkes St, Croix �i��,EVAUATION REPO Page of Division of Safety and Buildings 637- rAdm. Code CW* EV ij�j 6V: Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not fined to: vertical and horizontal reference point (BIVI), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. I XV Please print all Infonnn adon, WN " )� Date Personal information you provide may be used for secondary puqxmn (Privacy Law, s. 15.04 (1) (m))- Property Owner Property Location R 4 YO J, d, Govt. Lot _1 (4- T Ij :511 1/4 N E (or ij , �;er � I - 1� Proparty Ownees MWkng Ad&eis Laf:m Skm* # I Subd.Name City State Zip Code Phone Nuurnber 0 city 0 \rwage JgTown Nearest Road I �Y, / j -)� 5� li. 1 1,4 , . - , " ) - ---'�> 7/1�< IN New Const=ion Use:, M Residential/ Nurnbwof bedrooms Code derived design flow rate GPD 0 Replacement Public or commercial - Describe: Parent material Fk)od PWn elevation if applicable ft General comments and recommendations.Q ,"� L Boft Boring Qv Pit Ground surface elev, lin ft. Depth to firritifing factor In. Soil App"fim Rate maims Redox Description Qu. Sz. Cont. Color Texture i[Gr. Structure Sz. Sh. 40M MAW � �Zw ��9R�9�11��/�l�JlDlAlf1n9��J. .0a Pit Ground surface elev. ft. Depth to limiting factor in, .1 Z - I Scu"I AnrOlcation Rat Horizon Depth in. Dominant Color Munsell Redox Description QU. Sz. Cant" Color Texture Structure Gr. Sz. Sh. onsistence oundary Roots GPD/ft 2 ff#1 L 11�0 /45 *�ffk*nt#I=B0D >30<220mg&and TSS>30<150 EAkwd #2 = BOLD =<;JU MgIL and b%'*j < 6U Mg/L. J a Addirdw Date Evaluation Conducted Telephone Number Z> �3 -� on r% 0^1 lift M I I t t I 0 pit Ground auxoaoe ebv. 9�fL Dept' to 1mop rad°''.�,— � see am�r�o.► �e m6or)o M* Ww " Aod M�M, rAW I P. MIA F'Af. �Im IF j �• to I I I I I I I I i I Fj&xm t #1 = I a 3Q l 2W 1.. wd T >30 j 150 nV& * Mot #2 a OD 5130 noel. and TSS S 30 mQ& The . of Saftty and Profe owl Services is an equal opportunity soviet provider and employer. If you ne$d assistawce to access services or need raateriat in an aitesnate format, toted the department at 608-266-3 I S 1 or TT'Y through Relay, S104M(Rru,l) 4 rr I i s 4 N Y A 9 4 CERTIFIED SURVEY MAP LOCATED IN PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 27, TOWNSHIP 31 NORTH, RANGE 18 WEST, TOWN OF STAR PRAIRIE, 5T. CROIX COUNTY, WISCONSIN. PREPARED FOR: SURVEYOR: ELIZABETH & KURT CHRISTENSEN DOUGLAS J. ZAHLER 101 E SECOND ST. AUTH CONSULTING & ASSOC. RICEVILLE, IA 5046G 2920 ENLOE STREET SUITE 101 HUDSON, WI 54016 LEGEND B,1 SOIL BORING — — —940— — — INDEX CONTOUR — — --- — — -- INTERMEDIATE 2 - FOOT CONTOU BUILDING SETBACK C.B.A. CONTIGUOUS BUILDABLE AREA THERE ARE NO SLOPES OVER 25°0 THE NORTH -SOUTH 1/4 LINE OF SECTION 27 BEARS S00028'12"E NOf TH� BASED UPON THE ST. CROIX ��SFC�9NL��7 COUNTY COORDINATE SYSTEM �( AR URVEY M/ � NAIL SCALE: 1" = 200' , 200 100 0 200 Ln EAST-WES1�4NF�j N,P%LE® LA�1:�� SECTION N89i- 5`S6 S-529132 I�9�50! "" E 739. i 8 r. 7\ i — —�—}- 7+---� — — —�-�- — — 2672.2, 9.56' SECi'I �N127 % /// I - \ \ \ (� J� ��($�UR EY1171 K1�IAIL)� /t- �, �T \ \\``��� C i EAST1/4 RN \ / /� TbTA / REA:� 1 -��- ,� `� , ( _L 1 SECTI N 27 l /239 $71 S FT. 5 y \ m ' �(,� (�' )q j ` �f � �' �$UR EY MAf�K MAIL} \ `2�0, 702 SQ. FT.' ,294�:4,CI4 �CYB/o /4.29 ACRtE ��k� 1 / / 33fy / 29, kC 6 A l ti 240, Q. FT 7 �A, /ES 1 1 �� I NOTE; Lots are subject to �� AREA EXCL l %r�', _ \ future special assessments \ m_ 230,6�8 SQ. F�7-/�( 4/�G`R � z for any upgrades and .� �.., ` 1` improvements to the road. %�ido t:A40.TI I 1 a, I to CL zr ) �\ �. AU ARE �)�/�j'/ f �� `� o �► �1�� i� \1 �` C) iT 3 i /� 3 8 A RCS �/ I � � � (l LOT r � � �1 11 E li \ \ L ��.�_ , Ir(� �(� ��� ( �� ©TLC A: ► 1.- l� A EXCL �1�6 FT l/ I ti l cn Ld CD cz�_ AN, `) Cc)�-- =S89047'55"W cn 36 711.34' — co ' �__- _ _ a� _ -� 3 94: LEGEND 192ND AVENUE = *9 _442 o� COUNTY SECTION CCIR�V LOCATION L�- JPL ��� �j j O OF RECORD -MONUMENT AS NQTf D / � f � � � /J ,� 1 ` � � � � SET 1" OUTSIDE DIAMETER X 18" LONG 160N— PIPE WEIGHING 1.13 LBS./LINEAL FOOT' // SOUTH 1 4 / CORN DRIVEWAY LOCATION J �J �/ E IO1�1 X)�� /JSIJR�r/EY MAf�K�NAr�} f CURRENT ZONING- R-1 Ul QD C) 00 V LL.,1 0 Ln O V V FIELD WORK COMPLETED: 05/11/2023 CONTOURS, SLOPES, CBA & SOIL BORINGS