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HomeMy WebLinkAbout018-1008-60-000Wisconsin Departrnent of mert'� S EVALjtEPORT Page of Division of Safety and Buildin county in a©conlance,with Co m 85, ft e 'Vh°.i . -- +. C � o Attach complete site plan on aper not less than 8 112 x 11 inch s in size. Plan must include. but not limited to: ve cal and horizontal rafvtr'eA6§ point BM), direction and Parcel I.D. percent slope, scale or dimen ions, r ¢rth.�h dfK, ar b atio distance to nearest road. Pie a information. Review I Date Personal information you provide may be used for secondary purposes (Privacy Law. s 15.04 (1) (m)). Property Owner Property Location � . C 1 -. �� Y� i i ri Govt. Lot E! *n � 114 T Z N R E w Property Owners Mailing Address Lot # Block # 5ubd. Name or CSlut# j IF City State Zip Cade Phone Number ❑ City / ❑ Village " T 7N�earest Ro F7 S 0 5 -� SQ l�. I t 1, l {i `4 T. t_ o I t 1 Fl-G`_ w"" rw.il�.c I i)(Z f -D i s) A � 1"1 c=�RJC kZLNew Construction Us esidential ! Number of bedrooms �__- Code derived design flow rate `-Y JW GPD ❑ Replacement �❑ Public or commercial - Describe: _r _— --�------•--- - -- Parentmaterial- Flood Plain elevation it applicable 1 n- General comments�- d $ e and rec�ommerldations: Q Boring # Boring F-11 �- r- ®•- pit Ground surface elev. l fl. Depth to limiting factor �._— in. coil Aootication Rate Horizon Depth I In. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDM `Eff#1 'Eff#2 11 v_ 1 J a )'4 M Boring # F1 Boring ./ t x- Pit Ground surface elev. f� r ft. Depth to limiting factor ; `3 in. Soil Aoalication Rate Horizon Depth in. Dominant Color Munsell Redox Desaiptim Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIff 'Eff#1 'Eff#2 1 ff V" 31 rf f z[ r- 7 0 i l 11 t v1 f. C C. ' Effluent #1 = BOD > 30 < Z20 m9fL and 1 ,5b >& < 15U emuent frc = ovv _ IV I-- o = ­Zr- CST Warne (Please Print) MZZ re CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Dare Evaluation Ccnducled Telephone Number 1008 192nd Ave, New Richmond, WI 54017 ' -- 715-246-4516 x Properly Owner _� � Parcel ID # 7_2 Boring # 7W - r n9 Ground surface elev. tt. Page --of Depth to limiting factor j—DI) tn. Soil Application Rate Horizon Depth in. I Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz Sh. Consistence Boundary Roots GPDIff 'Eff#1 'Eff#2 —�� �Z i• 4✓� ,/�- c1 f i G C it � F ,� c it ryti��j � rl � r T � � �. + �-, 1, • r-' ' Boring # ❑ Boring LJ Pit Ground surface elev. ft. Depth to limning racxor "' Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Boats in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. Soil Iicafion Rate GPDlft' 'Eif#i 'Eti#2 Boiring # U Boring Ground surface elev. It. Depth to limiting factor in. ❑ Pit Sal Anolicabon Rate Horizon Depth in. Dominant Color Munsell Redox Description. Qu. Sz. Cont. Color Texture Stnucture Gr. Sz. Sh. Consistence Boundary Roots GPDlfF -Eff#1 'Eff#2 LA Effluent #1 = BQD} > 30 < 220 mglL and TSS >30 _< 150 mg/L - Effluent #2 = BODE < 30 MgfL and TSS : 30 nxA 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_ sa68330 (RAWI Soil Test Plot Plan I Project Name P.C. Collova Bldrs. Inc. Sh ' JBWd Address P.O.Box 489 Somerset Wi 54025 XSTM #226900 Lot 53 Subdivision Farm View Ridge II Date 11/13/05 E 1/2 NE 1/4 S 5 T 29 N/R1 7 W Township Hammond Boring Q Well PL Property Line County ST. CROIX lk BM or VRP assume Elevation 1 oo tt. Top of 1 /2" Pipe System Elevation 101.5' *HRPSame as Benchmark Alternate Benchmark Top of Lath C 103.0' Please note: Surveying was not completed at the time of testing, All lot lines and setbacks will need to be field verified prior to installation! 390' Property Line L B-2 II Scale is 1" = 40' unless otherwise noted Soil Test may not be suitable for owner's desired building 20' location, if tested area is disturbed or a different area is desired, a new soil test will need to be done! B-1 T 102' 60' *Atl.B.M. 175' 569' Property Line of _­1 -_ ... . I'll, -1 ­_ _­­­ ./- — .— I/-. .�­Imvyr­Jl 1/* LJt- tht NUhIt1tA5I 1/4 ANI THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 5, TOWNSHIP 29 NORTH, RANGE 17 WEST, TOWN OF HAM COUNTY, WISCONSIN. .qNJ 1AJ NORTH LINE OF THE NE 1/4 OF THE NE 1/4 N 89'52'25" E CTH RD. "Ell 1317.63' J _n 33.00' 11 N 89'52'25" E: '�H4.58' - 50.00, OU j,OT 1 N 89*52'25' E 1284.52' r 64228 S.F. 1.47 Act 50.00= 111 IN 39(),80, 317.80' 343.79' 232.13' LOT 52 LOT 51 LOT 50 z 131194 S.F. 76804 S.F. 90314 S.F. 3.01 Act 1.76 Ac. Z07 Ac. c5/ W, LOT 49 se 151602 S.F. SD 3.48 Ac. UJ LOT 53 z 163290 S.F. 5A Ld 4p 2.8:1 Act V 15 D .- I Goa UJ t,r Lj t w CD 1 4' 1176 N 8945'05* E LOT 48 Ol z P Jr, j 163470 S.F. 3.75 Ac. z 0 C) C4 P CD — 0 , 1 N 03*53'l 4" E ! v "u z -ml, LOT 5 4`� �\,� n — J N ct4 124602 S.F. ul N J F 9b, 2.86 Ac. 60 81.99' 0 J mp J TOT L NJ 97:"7 c.F IT' lT jo 47 2.07 Ac. 3901SL4 S F o� LOT 46 Lu I Do j I Z' ".0 87136 S.F. 2.04- Act 00. 116205 S.F. (Do 10 Z 2,00 2.67 Ac. N 00"30'46" E OD 7. 00'r— J _1�w.00._ q9. _N 8929'14" W 213.74"4 CV ZU 14 W Qw89'29'14' Q. LO 57 -,iJ W 13.7 9'29'14" 92959 S-F, 2.13 Ac. r N 00W':46_ E J 6J J LOT 58 v 'co C11 co 91597 S.F. iO4? 2.10 A.. LOT 73 u) 0 I LOTS 75 Lu f'— A, 131162 S.F. - 3. 01 Ac. i LOT 74 z, 77191 87521 S.F. A Vo. qr � N �9. 49'.22- S.F. 1.77 Ac. 2.01 Ac. I LOT ---- - ­ 1v___ 59 - ----- ___ 76, I 198.93. N 89'31'44" W 205.18' N 8911'44" W LOT 72 764' �7351 S.F. LOT3469 /3 .0c, Ac. o 7379.3 S.F, LEGEND: SEE SHEET 2 OF 2 DRAINAGE o PRJ iRrvFw.%y LoCArjop4s EASEMENT NOTE: BUILUNG SETBACKS NO OWNER OR RESDE�T s"ALL Do LOCATION MAP 12' J --- ----- EASEMENT ARY111FIRC WHJ WOULD J WTH OR CHANGE NE OPERATION OF THE Qpp�_w .._ &Pppnwn