Loading...
HomeMy WebLinkAbout038-1109-50-000 Lot 02"-A (50 a MAY 31 2023 Ws. Dept. of Safety and Professional Servi s SOIL EVALU TION REPORT Page of Division of Safety and Buildings S t . Croix County ina L � ,� ,r.� ��,► m. Code County 12 Attach complete site plan on paper not less than 8 1f2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and D.' percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please prim all Information. e d by _ Date Personal informations you provide may be used for seconds purposes (Privacy Law, s. 15.04 1 m Y P Y secondary P � � Y � � � ))- Property Owner Property Location 7 Govt. Lot 1l4 ,i114 T3 N p R r E (orb Prope rty - Oy+ ne s Mailing Address Lot # Bl&* # Suhd. Name ck .�7 city State Zip Code Phone Number [] City [] Village RLTown Dearest Road New Conlon Else: Residential ! Number ©fi bedrooms Code derived design flow rate �✓ -- GPD 0 Replacement C1 Public or commercial - Describe: Parent material Flood Plain elevation if applicable ft- General comments and recommendations: wk Boring # LJ boring 0 pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence oundary Roots GPDfft ff#1 ff#2 �► 11 /.--. I JL] 1• A Boxing Boring # Ground surface elev. ft. Depth to limiting factor Pit OL2in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence oundary Roots GPD1ft in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 ff#2 s .S • _.. - -. I 1 de- - 1 -r1T11r1,4 1., 17 Effluent #1 = BUD > 30 < 220 rnglL and TSS >30 < 150 mg/L CST Na P , tj Signatull re Address ' ! )z -�� V --3 _, " went WIZ bVU c ,5U r VL anv i %->a ov i i V L CST Number valuation Conducted Telephone Dumber ?/7 cun_Qz�n Op t t f t t 7 o � � ty Owner. Parcel ID # # ,(� pit Ground avfeoe elev. �;r�p_c9.. R page Z:�:� at s Depth I° WAnp odor—h ga ate, mum� t '.t f ! � _• •� �: .'!� 1 � • /i w~t •? • �',l� t: . i s a W, e, Wei I j 0 Wea -0 M_. �WOWA �omd� WA �PIAWWAON Mi* 'Moto MV 4e I "o WwiM Mo=KFAM i I ■ ter., I - sit .JJ. I I i i I I I I I Eftwd #1 ae WD I > 30 ,12M nV& oW TSS >30 1150 ffV& * EVAw t #2 a OW s e V aV& and TSS S 30 oV& Thc I t. of Safety and Pxofessiowl Services is ao equal oppomsiV saIvice. pmvida and employer. If you need assistance to access services or need maw ial in an alternatc format, cwtact the �artment at 609-266 -31 S 1 or TTY through Relay. 30(RIMI) c "I I g41Z1 CERTIFIED SURVEY MAP LEGEND LOCATED IN PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST s_, 1 SOIL BORING QUARTER OF SECTION 27, TOWNSHIP 31 NORTH, RANGE 18 WEST., — — —940— — — INDEX CONTOUR TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN. -- -�-- -- ------ — — INTERMEDIATE 2 -FOOT CONTOU PREPARED FOR: SURVEYOR: ELIZABETH & KURT CHRISTENSEN DOUGLAS J. ZAHLER BUILDING SETBACK 101 E SECOND ST. AUTH CONSULTING & ASSOC. C.B.A. CONTIGUOUS BUILDABLE AREA R[CEVILLE, IA 50466 2920 ENLOE STREET SUITE 101 HUDSON, WI 54016 THERE ARE NO SLOPES OVER 25°0 THE NORTH -SOUTH 1/4 LINE OF J SECTION 27 BEARS S00028'12"E NORTH 1/4/C;R,iV�E�R7"r BASED UP N T E O H ST. CROIXllCOUNTY COORDINATE SYSTEM�(SURVL✓Y MAR/1ILSCALE. 1 200 200 100 0 200 r EAST-WE�STQ1/4.QN>�� N,P�L E©=Cep. / 1 i /r,,,, N 89 �56�'-E 5 2-9-1 2' �CCTI 0 N 2 � -� � 989150-'5 "E 739.98' 79.56° \ f � ` ;�i'--`- - —-�-��-. i 2672.27'� -` /41E ($BUR VY 11�1 K {�fAIL)� l,- � ' �� \ \ \\� �,.,\� �' f C� � � ( , EAST 1/4 RNA /�/ TTA RE�4:� / SE N 27 (� /239 $ S -`FT. 5 7 `\ //' �U I�EY MA K MAIL) �21q, 702 SQ. FT. ,GWO/ �C,B j4.29�►CE�f? ���`� / i� / 3y �� r Nr9°3'-6'2 "�E 7` 0.98' �, '� � fi � � � /art/ `� //�� �29. ��', I t \E \\ 1 Z-B.A. = 4` 4 A%/ R S /'�/ \ .� INN f�- � 240 1"8 1 SO. FT £'. A,DR'ES 1 NOTE: Lots are subject to `- �� AREA EXCL{�D'l�tj future special assessments 230,618 SQ.`R2�ES\_)B 2 for any upgrades and M L / improvements to the road. �\ f ///�/��\ LU, CZ'Ilk 7- LL-7-- - a` P 0 8 cam, ;y 1 1 p N W v � T ' l //�/�� ff i) C CL ) AU AREJ: j� '�/'�j �/ /t l \ -�� 1t� { �6 i \ 1 "a 0 0 // �� ,. `i41 SC, F1T. /� / r'� �� ( 1 , -� i ( o N ^ / 3 8 A RCS // I f (� LOT 1 I- (� Lfi Al v N. 0' 1 } ,4 A EXbL L�/ c 8 �' FT. l / r w / //� ``� { `6.05 c ua l?. R 1 CA `O �' ) l 1 '� � 3:8�5 A`C ES CD CD Cn CL o n v 1 \ n El° } �==589 47'55WA�1711.34_' �' l / `� � 1 �� \ l cn - ,-,-- - i3 �F9: 4 6— `n ' - -�--7 3 94-.13 ='� LEGEND 192ND AVENUE W9��= COUNTY SECTION CC fR LOCaTIdN =- U-N, PLA,TT OF RECORD -MONUMENT AS NdTED SET 1" OUTSIDE DIAMETER X 18'" LONG,1,60- 0 PIPE WEIGHING 1.13 LBS./LINEAL FOOT©UTH 1/4/CORN DRIVEWAY LOCATION �'�` i f JSIJRVEY MARK AfC) CURRENT ZONING- R-1 y Ln O 0 m W Ln ZD C) 0 v FIELD WORK COMPLETED: 05/11/2023 CONTOURS, SLOPES, CBA & SOIL BORINGS