Loading...
HomeMy WebLinkAbout040-1114-50-200 s Wisconsin Department of Commerce `J — UATION REPORT Page of 3 Division of Safety and Buildings in acxordan C 85,Wis. Adm. Code County ST.CROIX Attach complete site plan on paper not less than 81/2 x 11' include,but not limited to:vertical and horizontal reference int(I n Parcel I.D. ©�—"' .1 percent slope,scale or dimensions,north arrow,and locat' n and d tan tea Poad. �U / Please print all informati n. Revi y Date > !'11ri q Personal information you provide may be used for secondary purp ses(Privacy Law,s.15.04(f (m)). Properly Owner S7 CRC�� "Rmtion CLAYTON JUELFS ZONI FWE----S 1/4 NW 1/4 S 3 T 28 N R 19 E❑(or)❑W Property Owner's Mailing Address Lot# Block# Subd.Name or CSW vZ� 148 C.T.H.F 2 -- City State Zip Code Phone Numb []City []village ■ Town Nearest Road River Falls, WI 1 54022 ( 71 S) 425- Skyline Drive /Troy Q New Construction Usee Residential!Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement Public or commercial-Describe: Parent material sandstone Flood Plain elevation if applicable General comments Conventional In-ground trenches--0.5 loading rate--to be designed by installer and recommendations: r Ca 62_ X64- LL 3to"` ra.Loe_ Pj �o d- ❑1 Boring# ❑ Boring 8— a Pit Ground surface elev. 97.55 ft. Depth to limiting factor 60 /In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. i *Efr#1 *Ef1#2 1 0-4 10YR2/1 1 2fgr mvfr cs 3vf-co 0.6 0.8 2 4-7 10YR2/1 I 2fsbk mvfr cs 2vf-co 0.6 0.8 3 7-16 10YR3/3 - 1 2f-msbk mfr cs 2vf-co 0.6 0.8 4 16-34 10YR3/4 sil 2f-ma&sbk mr cs 2vf-m 1 0.6 0.8 5 34-60 10YR4/6 - fs Osg dl as lvf-m 0.5 1.0 6 60-65 10YR6/3 c2d toYR5/6 fs fsl mfr -- -- 0.4 0.6 Horizon 5 has some gr,few stones. 2 Boring# ❑ Boring 93.80 90 ❑ f Q Pit Ground surface elev. ft. Depth to limiting factor in. Soil Applicati on Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. "Efr#1 I •Eff#2 1 0-4 10YR2/1 — 1 3fgr mvfr cs 3vf-co 0.6 0.8 2 4-8 10YR2/2 — 1 2fsbk mfr cs 2vf�­co 0.6 0.8 3 8-25 10YR3/3 sl 2fsbk mfr cs 2vf-co 0.6 0.8 4 25-50 7.5YR3/4 - is Osg ml cs lvf-m 0.7 1.6 5 50-90 10YR4/6 fs Osg dl -- -- 0.5 1.0 Horizon 5 has some gr. "Effluent#1=BOD >30<220 mg/L and TSS>30<150 mg/L `Effluent#2=BOD <30 mg/L and TSS g 30 mg/L CST Name(Please Print) ignature ,�/ ` CST Number M Jo Hollister ' /° 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 06- 15-05 (715)426-1775 Property Owner JUELFS,Clayton(Lot 2) Parcel ID# (Pending) Page 2 of 3 Boring ❑ Boring# E] pit Ground surface elev. 91.80 ft Depth to limiting factor 94 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 1 0-6 IOYR2/I -- sl 2f-msbk mvfr cs 3vf-co 0.6 0.8 2 6-17 10YR3/3 -- sl 2f-msbk mfr cs 2vf-co 0.6 0.8 3 17-94 10YR3/6 -- s Osg ml -- 2vf-m 0.7 1.6 Horizon 3 has some gr. ❑ Boring# Boring Ppit Ground surface elev. ft. Depth to limiting factor in. Soil—Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I 'Eff#2 Boring ❑ Boring# Ground surface elev. ft. Depth to limiting factor in. Pit Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. "Eff#1 I *Eff#2 *Effluent#1 =BOD.,>30<220 mg/L and TSS>30:5 150 mg/i. *Effluent#2=B005:5 30 mg/L and TSS 5 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•8330Test(R.07 100) MARY JO HOLLIST@R CST- LW6 93z W9976 690TH AYI. ph. # 714-426-1774 RIVER FALLS, IM 54022 CLAYTON JUELFS Lot* 2 CSM SSW 1/4 OF THE NW 114 OF SECTION 30, T29N. � R19W. TOWN OF TROY, ST. CROM COUNTY, vilecoNSMl. 19 SOIL BORING A BENCHMARK*1=�.y /f+�t SGkA�LEu^IN FEET 1" = 40 ALTERNATE BENCHMARK*Z. sa�Ke►U'YRE.'L /AO�tf�cH /011 531 40 0 , , , , ' T •0 6 z I R , L . B . ' Jf , I 1 1 I I 0 �' I /3 ass- tea VOL. 21 PAGE 5209 KATIIEMW H. NA M -- REGISTER OF DEEDS ST. CROIX Co. , WI RECEIVED FOR RECORD CERTIFIED 08:00An CERTIFIED SURVEY MAP CERTIFIED SURVEY MAP LOCATED IN PART OF THE SW1/4 {OF THE NW1/4 OF SECTION 30, T28N, REC FEE: 13.00 R19W, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. COPY FEE: 3.00 PAGES: 2 SURVEYOR: LOT 3 C.S.M. IN VOL. 12 PG. 3264 UNPLATTED DOUGLAS J. ZAHLER NORTH UNE OF THE SW1/4 OF THE NW1/4 LANDS S do N LAND SURVEYING, INC. 6.8 ' N89*43*18"W 336.003.53', — — — — 2920 ENLOE STREET HUDSON, WI 54016 2.7 0 43.52< 9.13' PREPARED FOR: 1" IRON PIPE :.................. FOUND 1" IRON PIPE CLAYTON JUELFS S67'33'09"W FOUND 0.94• FROM SET 148 CTY RD. "F" 1" IRON PIPE 0.67'56 30ROM SET RIVER FAILS, WI 54022 1" IRON PIPE APPROXIMATE LOCATION w )(ELEV�856.1' OF 100YR H.W.E.-866.0' SO, ■ OT N LEGEND LOT AREA TABLE t-13.0-870- so, by FOUND ALUMINUM LOT # ACRES SO. FT. ��� yl` COUNTY SECTION Lot 1 2.732 119,006 CORNER MONUMENT Lot 2 3.230 140,680 ``� FOUND 1' OUTSIDE Lot 2 EXC R/W 3.130 136,324 = ��� N DIAMETER IRON PIPE Outlot 1 4.207 183,279 `1y �,�_ w SET 1" OUTSIDE Outlot 1 EXC R/W 3.829 166,779 ry -�� DIAMETER BY 18" O LONG IRON PIPE. : s0' WEIGHING 1.13 LBS. N m PER LINEAR FOOT 50 BUILDING SETBACKS rn N BENCHMARK=899.9' I 720' ••••• (AS SHOWN) Q fa TOP OF 1" 1RbN PIPE I !p •LOT 2 n �� L.B.0=870',- FENCE Nj N+ I N L.B.O. LOWEST BUILDING z rn QO a OPENING N + I 66.00' kti pa no Z .,S89' 26"E �',6� C3 A 1 r wP c'5 .p& ��✓ fA r I 00 9D 'w '� ' � c rm m o Iy SCALE IN FEET 1" = 150 j 4 o I MENEM 150 O 150 J I d �F was z � Qi m I OUTLOT i q DOZAHLLEERJ� y2 w�+ RET OWNER BY z 5-2145 * - m HUDSON. 66' (71 tp TRAVELED m CENTERLINE --lli 336.00' 1.s't S89-43'51'E 20.00 W1/4 CDR.-------_-- �r-- -- 66.00 �t----Z 0- E1/4 COR. SEC. 30 847.41' rn 66L00' - S00'04'34'W�66.00' SEC. 30 6. 3OUND ' , S89'�3'51' 5153.56' —270.00 H- — SKYLINEI EAST-WEST S89-43-51"E 1" IRON PIPE FOUND 11/4 LINE 336.00 6' 561.28'17"W 0.43' FROM DRIVE � I I SET 1" IRON PIPE---- I LOT 1 C.S.M. IN ; SMALL S VO TRACT � — — —L — — — — - - - - - - - 1 .-9PG. 2493� �I I THIS INSTRUMENT DRAFTED BY: WILLIAM KANE , JOB NO. 6519-01 DATE: 07/06/2005 (REVISED JMS 05/11/06) SHEET 1 OF 2 SHEETS 1 of 2 Vol 21 Page 5209 ��