Loading...
HomeMy WebLinkAbout002-1007-30-100CST at1q -_2,? -1 c 02 L L; Wisconsin Department of Safety and PmYessionel Semcls _ Diwsion of Industry Senroes - SCgL EVALUATIAPI RGR60 In accordance with SPS 385. Wis, Adm. Code Funtol CROIX Attach complete site plan on paper not less than 8 112 x 11 inches in size Plan must include, but not limited to vertical and honzontal reference pant (BM), direction and percent slope, rcel I.D. 0 scale or dimensions, north anow, and location and distance to nearest road. 2-107JOPlease print all information. v' by Page 1 of 3 004-0e7-Y0-1DD Personal information you provide may be used for seccnday pus Pn Law, s 15 D4 1 m (/' Property Owner Property Location ❑ JAMES MONDOR Govt Lot part SE % NW % S 4 T 29 N R 16 E (or) W Property Owner's Mailing Address Lot i Block If Subd Name or CSWJ 1138 235" ST 1 ow I proposed CSM City State Zip Code Plane Number ❑ city ❑ Village ® Town Nearest Road ® New Construction Use: ® Residential /Numberof bedrooms 3 Code derived design flow rate 450 GPD ❑Replacement ❑Publicorcommercial- Describe _ 2vnLX Parent material GLACIAL DRIFT & LOESS Flood Plan elevation if applicable N_A R General comments and recommendations. RECOMMEND A MOUND, HAVING A CENTERLINE LOCATED ON OR NEAR THE 102.0' CONTOUR 111 Boring # ❑ Boring ® Pit Ground surface elev. 101.8 ft. Depth to limiting factor 89 in ,.it Araliratwa Rate Honzon Depth In Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff#1 'E/FN2 1 0-7 7.5YR 313 — sit 2fgr Mir 9w 2m 0.6 0.8 2 7-13 10YR 414 — sit 2fabk mfr dw if 0.6 0.8 3 13-25 7 5YR 414 — cl 2fabk mfr dw IV[ 04 0.6 4 25-58 7.5YR 4/6 — sl lfabk Mir 9w 1vf 04 0.7 5 58-71 T5YR 5/6 — grs Osg mI aw — 0.7 1.6 6 71-89 7.5YR 516 — s Osg ml aw — 0.7 1.6 7 89-101 5YR 414 — scl Om mfi — — 0.0 0.0 Bodrig M ❑ Boring ®pit Ground surface elev. 103.4 ft. Depth to limiting factor 21 in c.w� - n�..irnr.,nwarn Horizon Depth In. Domrnam Color Munsell Redox Desorption Ou. Az Cont Color Texture Structure Gr. Sz Sh Consistence Boundary Rods •Ef1 0-8 75YR 313 — &I 2fgr mfr Bw 2m 062 MGPDIF 8-14 10YR 4/4 — sit 2fabk mfr dw tf O63 14-21 7. 5YR 4/4 — cl 2fabk mfr dw 1f04 4 21-34 7.5YR 414ftd 7.5YR 5/8 & f2d T5YR 5/3 scl �bk mfr dw lift 0.4 06 5 34-57 5YR 4/4 ftd 5YR 5/8 & f2d 7.5YR 613 scl lfadc mfr dw — 0.2 0.3 6 57-90 5YR 4/4 ftd 5YR 518 & 2d 7.5YR 6/3 0m — — 0.0 00 - CST Name (Please Pratt) Signature / CST Number CHRIS FREDERICKS 71618 Address Date Evaluahon ucled Telephone Number 499 4 112 Ave, Clayton, WI 54004 -. _. 11116119 715.419.0127 cur�aon rorurf tf Boring # ❑ Boring ® Pit Ground surface elev. 101.8 R Depth to IimNng factor 24 in Soil Application Rate Horizon Depth In Dominant Color Munsed Redox Description Qu Az. Cont Color Texture Structure Gr. Sz Sh. Consistence Boundary Roots GPD/Ft' -Efi#1 •EfW2 1 0-8 7.5YR 3/3 — sil 21gr mfr gw 2m 0.6 0.8 2 8-15 IOYR 414 — sil 2fabk mfr dw 1vf 0.6 0.8 3 15-24 7.5YR 4/4 — d 2fabk mfr dw lvf 0.4 0.6 4 24-33 7.5YR 414 f1d 5YR 5/8 8 2d 7.5YR 6/3 Sd 1fabk mfr dw — 0.2 0.3 5 33-61 5YR 4/4 f1d 5YR 518 & 2d 7.5YR 6/3 sd om mfi 0.0 0.0 ❑ Boring ❑ Boring . ElPit Ground surface elev Depth to limiting factor in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Stmclure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' -Efl#1 •EfW2 Boring # [IBoring El Ground surface elev. Depth to limiting factor _ in. Sol Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az Cont. Color Texture Stmdure Gr. Sz. Sh Consistence Boundary Roots GPDfF12 'EfF#i I -EB#2 Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L ' Effluent 22 = BOD, > 30:5 220 mg/L and TSS > 30 5150 mg/L AIORII o Zo L{o / ;yo 100 NG�1 In Sows �i��� of W, ?0j, f l t- ktGa co y4 'S /oo . B1 --- -° h ■ilk 9 B� 2 r;I�rr: q9,► , /oa, Na; l �n west s;A� eo vT oy L -- CERTIFIED SURVEY MAP OEC 02 Z919 THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 29 NORTH, RANGE 16 WEST, TOWN OF BALDWIN, C-ao19 3 ST, CROIX COUNTY, WISCONSIN. PREPARED FOR Estate of lames Monder Mark Mok, 1158 235th St. Glenwood City, WI 54013 UNPLATTED ANDS LOT 1, D5k1 Vol 5 &.1249 UNPLATTED t ANDS LOT 2 areas 437.088 sq.ft. 10. 034 acres ncl r-o-w 424,711 sq.ft 9. 750 acres excl r-o-w 1 West 1/4 Corner Section 4-29-16 Survey Mark Nail N N S87.27'31'E 1319 10' - ( 1282.01' N 37 center) .\ LOT I or O \ °1 cabin -- wetland of 1,314,946 sq.ft n _ 30187 acres-NN r-o-w N,a %--`incl. t 1.277,814 sq.ft. v s v r a • 1 29 335 acres r; 1 o j ezd r-o-w r l . .587'20'28"E 1 3 �1 • �I LOT 2 sne0 UNPLATTED uNos Each parcel on this map is subject to State DRAFTED BY and County laws, rules and regulations(i e Joel A Brandt wetlands, minimum lot size, access to parcels, JB Surveying LLC etc.) Before purchasing or developing any parcel, contact the St. Croix County Zoning office and Town Board for advice "Approximate wetland locations, if constructing near mapped wetlands, a wetland delineation may be required:' East 1/4 Corner �Section 4-2-16 f N Survey Mark Nail E. Ln Ala a,Il Im AN U UNPLATTED e ANDS wm IN W ILa N r r� IT N .I I b I^ I lP N_ w East 1/4 Corner Section 4-29-16 o Mark Nail a Survey I- N8720'28-W 2638,05' 4-19 to N N u n South 1/4 Corner Sect on 4-29 16 Survey Mark Nall "This map contains areas that are subject to the Shoreland Overlay Zoning District additional restrictions apply. Contact the SCALE T" = 400' `W - 6 Community Development Department for further Information." 0• 400' 800' LEGEND Y 0 Found Government Corner Completion Date North is referenced to (ties verified) November, 2019 North -South Quarter Line o Set 3/4" x 18" Iron Rebar of Section 4-29-16, weighing 1502 Ibs /foot which bears S00°26'35"E Found 1" Iron Pipe Sheet 1 of 2 Sheets (St Croix County Grid System) •-