Loading...
HomeMy WebLinkAbout006-1009-50-200 (2)4t .# r ftonsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings in accordance with Comm 85' W" m. Code County Attach complete site plan on paper not less than 8 112 x 11 inches inV include, but not limited to: vertical and horizontal reference point (BMParcel I.D. percent slope, scale or dimensions, north arrow, and location and dis. Please prin dfHpp n.Reviewed Personal information you provide may be u d for s�cbry (>�vaq Owner's Mailing Address �CI �� Q'A tns> —'.OiX CO[JNTv L f t," N' Page ofG Date T 31 N R lb E (or) V Nearest Road Z 3 0"' New Construction Use: Residential 1 Number of bedrooms Code derived design flow rate GPD [] Replacement ❑ Public or commercial - Describe: Parent material c l fr< 1 1� I. iet Flood Plain elevation If applicable fv74ft. General comments and recommendations: `LG 7 Govt. Lot / 114 �) , j314 S Lot # Block # Su Name or C: C City ❑ Village T Boring # Boring i a cp jrf is Z C - (, •� crx. II 'r I pit Ground surface elev. %.3 ft. Depth to limiting factor in. d Soil Application Rate Horizon Depth in. Dominant Color Munselt Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIftz •Eff#1 •Eff#2 1-117 /D r -ri """_r� a / ,�.(4 56k A >l r C L-) s ,j Boring # ® Boring ❑ Pit Ground surface elev. 0 , 5 ft. Depth to limiting factor 7 � M' in. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1ft2 •Eff#1 "Eff#2 G� r t'h 1� G --,2 CnrUenl ff I = DVUS ; 3V - ACLU mgru ana I b5 -JU _< i DU MgfL = 130115 < 30 mg& and TSS < 34 mg/L ST Name (PI e Print) Signature C 5 f NumLwr 1U` � 5 Address Dale Evaluation Conducted Telephone Number r Property Owner MFFrId ey. MC n A Q 1 Parcel ID # Boring # t� l Boring F-31 0 Pit Ground surface elev. _ /Otr , / ft. Denth to limitinn famnr f 1u-T Page _42L of Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Consistence Boundary Roots Gr. Sz. Sh. Soil Application Rate GPD/ft2 'Eff#1 'Eff#2 6A1 09 uJ Boring # @ Boring n pie Ground surface elev. / 1 7 n_ r>anfh fn ti—ifinn f­4n 7 Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.7rSz. S`h. Consistence Boundary Roots GPD/ft2 'Eff#1 'E-ff#2 C.�.y 1 _ Boring # ❑ Boring u 0 Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots r peicauon Raie GPD/ft2 'Eff#1 'Eff#2 ' Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = B©D, < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opporttutity 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 608-264-877T SBD4330 (0.6W) r1, ry)or� na-r 1 ��� hf �% y . S Tu2 355 sC� x GgO07 t_oT3 CS kI 23 /SSZo f a m = 5 W -i- s•t- .i ce 4qAfAb.;TaF In.A..i 16byc St .J �t,-i =�1 day 3� 19 &53 7 J �aa VI C7 3 0 —Jul U m a (X L' 4C CO_CDxo cn me �,rY.H W'�'Lrl LL�t� .J W L4' u O C] m L' 4 wF-c� wcnta�w c H N € 2 C3 m�C I.�rco W >_ rx� I � I-) Oi 1 ' 1 1�• 1 � u1 c� 7 ?500 U H- NW CORNER, SECTION 5 t T31N,R16W ('MAG'NA1L FOUND) c3 � o ER9.37271E .J T - 100 01' c W W'i L'J 1 lL} CL 1 of iI I� I !� i �,Q : 10G 1 J 14� l 1 Q z65 LO �. >- W Z = 0 �; 1 wF W Wz q�] I 'Fw.l � Gov �; 'z x - i r- I t/� v� Z Z () ❑ z w OW IE : w v1- 4 L`n z EL oo jI Oy�uu I W9)- 3 i w u z -jo = ' f'^ w LU o r- z i I V 0HI O w' J � z I 5-31-16 NOTE THE OWNER'S OF THESE LOTS ARE HEREBY NOTIFIED THAT THESE LANDS ARE IN .1� j, AN AGR<CULTURAL AR€A 1W0 WY BE \` SUB 1ECi TO SMELLS AND NOISE � FARM PI?q r®1AAWASSOCIATEDYIiTHTHEOPERAiIONOF--------- , CHINERYAT CERTAIN TIMES DF THE YEAR 294.79 NORTH LINE OF THE FRACTIONAL NW A S&MrE 2444.75 197512 'A 7sI� DwELL.MIc a p WELL � AREAS OF 12%AND GREATFR NFIC SLOPES ARROWSINDCATE vv DIRECTION OF SURFACE DRAINAGE FOLl "CN RUNS J N89'4k-w 9%2, PAXEL DEWN&EDIT Volt U 1374 PAGE 1?F - - --- _ ,).= MOIL THSL£ILTA'lI RPEtYMOCNfM6 WEY1M0 ARE,(g kD IS SUBECfO &iOREIAt� @� ZONINQ Al OU$EORSPMEXMVn0NMAY Y' BEREOUIRWFOR GWN3ORCOFl4TR11CIRm i AM.rItS ft7LANC* SHAL BE MAWTAM WITH w ATSPt�TfCTNEBJFPERIAIEStOSIfRW14E s� OfTERA1I SYETTFERST.ORQU000NTYOR &F{kR. ACT THEBT.TROOICOIIffYIONhq $ 01FICEAW7HEWI9GONSIND.NRFCRM0RE z INFOFM TIDk i Lo)9 cc C_ EMEDSURPErffQP 6�qpjVHE II, PA-dI - r IRON PIPE FOLI W'1i CORNER SECTION 5 T31N, R16W (1- STEEL SWAY MARKER NAIL FOUND) N88'4745'W 3MW LOT L '� MATE LOCATION SB299D 5a. Ff. I WETLAND AREAS - SEE NOTE) (20.27 AC.) IQ NK CORNER. SECTION 5 T3MM, R16W { BERNTSEN ALUMINUM CAP FOUND } SV3327'E 100.07 N M. I O S 327'E •-1 100. to �TLOT1 7B,80B SO. FT. (6.43 AC. ) M MO1t OLM O11 TO Of LGED AS OPIN SPACE LO//�� gg N89'410i'W 1318.7 T d (RECORDED AS S89'4T37-E 1318 61' 1 4S 865,1 20.32 AC.) LQi2 IRON PW£Fp(pn ' INCLUDING RIGHT•CF•WAY S18•MT19FIRM 655 333 SQL FT. (1s.68 AC. I jyOLUNE22 PAVESM9 OOMPUTEO P09TION EXCLUDING RIGHT-OF-WAY '-------------- Y' / PROPOSM j DRNEWAY II 1 9 KEYAOTH - L SOUIHUNE OF THE FRACTIONAL M OF THE NAB UNPLAFYI®LAND$ NOTE: THE WETLANDAREASSHOWN HEREON ARE APPROMMATE. PORTIONS OF THE WETLAND EDGE WERE LOCATED BUT THE VEGETATION AND TERRA3N MADE IT Dff ICULT TO GET ACCURATE LOCATIONS. W o BEARINGS REFERENCED TOTHE WEST LINE 5 a; OFTHE NWK OF SECHON 5, ASSUMED TO \ C Ns BEARN00'18'25'W,ST.CROIX000NTY p • �� COORDINATE SYSTEM. I 6 LEGEND z w j NEW RiCfiMDND INDICATES SECTION CORNER - S WI • {ASNOTED) Q, 0 .1ANCATES 1'X 18- IRON REAR i 9k ti,� .0 WEIGHING 1.502I n IUN. FT, SET. +_ INDICATES FENCE LINE , �Y 0 • INDICATES 1 X IRON PIPE FOUND INDICATES 75 WETLAND BUFFER I I3 SCALE IN FEET 1'=300' Sy CORNER, SECTION 5 0' 15U 3W 8001 T31N. R16W THIS INSTRUMENT DRIFTED BY: ( ESTABLISHED FROM TIES OF REMM JOSEPH W, GRANBERG S-2295 AS FOUND ON TIE SHEET FlH1 AT ST. CROIX COUNTY HIGHWAY DEFT, I w bw CERTIFIED SURVEY MAP LOCATED IN THE FRACTIONAL NWY4 OF THE NWY4 AND THE FRACTIONAL NE Y4 OF THE NWY4 OF SECTION 5, T31N, R16W, TOWN OF CYLON. ST. CROIX COUNTY, WISCONSIN. pow or ESTATE OF THOMAS PIETSCH KARL SONNEMAN. PERSONAL REPRESENTATIVE DESCRIPTION. - A PARCEL OF LAND LOCATED IN THE FRACTIONAL NW Yt OF THE NWY4 AND THE FRACTIONAL NEY4 OF THE NWY4 OF SECTION 5, T31 N, RI SW, TOWN OF CYLON. ST. CROIX COUNTY, WISCONSIN FURTHER DESCRIBED AS FOLLOWS: COMMENCING AT THE NW CORNER OF SAID SECTION 5; THENCE 589'33'27E 100.0V ALONG THE NORTH LINE OF THE FRACTIONAL NW A TO THE EASTERLY RIGHT-OF-WAY LINE OF STATE TRUNK HIGHWAY'4tr AND THE POINT OF BEGINNING; THENCE CONTINUING S89'3327E 2444.75' ALONG SAID NORTH LINE; THENCE S00'23'19'W 100.0(r; THENCE S89'33'2rE 1DO.DD' TO THE NORTH - SOUTH A SECTION LINE OF SAID SECTION 5. THENCE S00.23'19"W 564.9S ALONG SAIO NORTH - SOUTH Y. SECTION LINE TO THE NORTHERLY LINE OF THAT CERTIFIED SURVEY MAP RECORDED IN VOLUME 22, PAGE 5391 OF CFA IFIED SURVEY MAPS IN THE ST. CROIX COUNTY REGISTER OF DEEDS: THENCE N89.4707-W 1318.33' ALONG SAID NORTHERLY LINE OF SAID CERTIFIED SURVEY MAP TO THE EAST LINE OF THE FRACTIONAL NW y4 OF THE NWY4; THENCE S00'022srw 860.47' ALONG SAID FAST LINE TO THE SOUTH LINE OF THE SAJD FRACTIONAL NWY OF THE NWY4 ; THENCE N89'4248'W 540.33' ALONG SAID SOUTH LINE TO THE EAST LINE OF THAT CERTI FI ED SURVEY MAP FILED IN VOLUME 11, PAGE 2976 OF CER-nFtED SURVEY MAPS IN THE ST, CROIX COUNTY REGISTER OF DEEDS; THENCE N00'38'48'E 989.01' ALONG SAID EAST LINE; THENCE N89.4248'W 680.27 TO SNO EASTERLY RIGHT-OF-WAY LINE OF STATE TRUNK 1-14GHWAY'48'; THENCE N00'16'25W 533.1 V ALONG SAID EASTERLY RIGHT-OF-WAY LINE TO THE POINT OF BEGINNING, CONTAINING 2,048,D99 SOUARE FEET ( 47,018 ACRES MORE OR LESS AND BEING SUBJECT TO ANY EASEMENTS, RESTRICTIONS OR COVENANTS OF RECORD. SURVEYORS CER77FJr-4 TE I, JOSEPH W. GRANBERG, REGISTERED WISCONSIN LAND SURVEYOR, HERESY CERTIFY THAT BY THE DIRECTION OF THE PERSONAL REPRESENTATIVE OF THE ESTATE OF THOMAS PIETSCH, KARL SONNEMAN, I HAVE SURVEYED AND MAPPED THE LANDS SHOWN AND DESCRIBED HEREON IN ACCORDANCE WITH OFFICIAL RECORDS, CFLA 7 R 236.34 OF THE WISCONSIN STATUTES. THE TOWN OF CYLON SUBDIVISION ORDINANCE AND THE ST, CROIX COUNTY SUBDIVISION ORDINANCE AND THAT THIS MAP AND DESCRIPTION ARE A TRUE AND CORRECT REPRESENTATION TO SCALE THEREOF. THIS INSTRUMENT DRAFTED BY: JOSEPH W. GRANBERG S-2295 DATED THIS 3TH DAY OF JULY. 2008- COUNTY TREASURER'S CERPF-ICA M STATE OF MSCON54N ST. CROIX COUNTY I, CHERYL SLINO. BEING THE DULY ELECTED, QUALIFIED AND ACTING TREASURER OF THE COUNTY OF ST. CROIX. DO HEREBY CERTIFY THAT THE R COR IN MY OFFICE SHOW NO UNPAID TAXES OR SPECIAL ASSESSM. S AS OF ��'• AFFECTING THE LANDS INCLUDED IN THIS CERTIFIED U �11 low " —- TREASURER GENERAL NO rfCE STA TEMENT THE PARCELS SHOWN HEREON ARE SUBJECT TO STATE, COUNTY AND TOWNSHIP LAWS, RULES AND REGULATIONS ( i.e., WETLAND RESTRICTIONS. MINIMUM LOT SIZE. ACCESS TO APP _ELG 1 BEFORE PURCHASING OR DEVELOPING ANY PARCEL CONTACT THE ST. ONING OFFICE AND THE APPROPRIATE TOWN BOARD FOR ADVICE. ST, CstCXX COUNTY p t Zor>iI,7 I t% SEP 18 Ma It not rq C=ood within 30 day* of apptovat date approval oh&U be MA and Vold NEW RICHMOND i � WI �? MStevens ENGINEERS - PLANNERS ' SURVEYORS 1660 _i✓u�G5T-u�E ��.)AO .-UCSON. Wl .54016 (715) 356-5519 • (851) 43E-2L75 . FAX: (715) 356-5872 www. S TE vEN SE NGI N EE R S. C GM SHEET 2OF2 �d Ili ��•-t�-y \ pgoo. J Z �N 0 708.'75 U4 RECEIVED JUN 2 5 2008 ST. CROIX COUWy mac' wvsRRW 1z.00 kc. 23 71 alo, Z':6