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HomeMy WebLinkAbout016-1007-20-000 Lot 01i ED) E L1L=:::1 LU • AUG 03 2023 Wisconsin Department of Safety and Professional Services Page 1 of 3 Division of Inj!try, ani ice St. Croix County A SO L In accordance with SPS 385, VVis. Adin. Code County St. Croix Attach complete site plan on papei riot less than 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I-D Q A M-r% n - I A �-)r dimensions, north arrow, and location and distance to nearest road. Zcu -T--UVV f#2723 -- Please print all information. R by D e Fe r,: i information YOU provide may be used for secondary purposes (Pnivacy Law, s. 15.04(1)(m)) Properly Owner Properly Location EY 11 Jeff & Shelia Wagner Govt. Lot 02 1/4 1/4 S 4 T 30 N R 15 E (or) VV Property Owner's Mailing Address Lot # Block # SLjbd. Name or CSM# 2881 Co. Rd. S 01 Na Proposed CSM State Zip Code Phone Number❑ city ❑Village ❑Town Nearest Road \AA 54013 Glenwood Co Rd S tion Use: n Residential/ Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement D Public or commercial — Describe'. Parent material Glacial Outwash Flood Plan elevation if applicable na ft. 'q'. General comments and recom mend ati ons, Site suitable for mound POVVTS. Recommended infiltrative surface el v�a �ti o i Nit o Abe e 1�1f�0'1' tV20V'abov 99-50' contour. Boring # F� Boring Z Pit Ground surface elev. 99.61 ft. Depth to limiting factor >43" in. Soil Ap2lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FF _-�_� In. MUnsell QLL Az. Cont. Color Gr. Sz. Sh. ^ 4 *Eff#1 E f-f#2- 0 -9 1 Oyr3/3 none sil 2fg r nvfr C s 2f, m 0.6 0.8 2 9-29 1 Oyr4/4 none sl 2rnsbk mfr gw 2vf,fm 0.6 1.0 3 29-43 l 1 Oyr414 none sl 1 csbk dh 1 vf,fm 0A 0.7 4 .......... [] BoringZ Pit Ground surface elev. 94,46 ft Depth to limiting factor 16" in. Qr%11 Horizon Depth In. 0-9 Dominant Color Winsell 1 Oyr4/3 Redox Description QL1, Az- Cont. Color none Texture sil Structure Gr. Sz. Sh . 2fgr Consistence rn vf r Boundary as Roots 2vf,fm GPD/Ft *Eff#1 0,6 L E "2 0.8 2 9-16 1 Oyr4/6 none sicl 2rnsbk rnfl cw 2vf,fm 0.4 0.6 3 16-21 1 Oyr4/6 f2d 7.5yr5/8 scl 2msbk dsh cw 2vf,f 04 0.6 4 5 21-28 28-42 7.5yr4/6 1 Oyr4/4 c 1 d 7.5yr5/8 rn2d 7,5yr5/8 sl sl 1 msbk 1 msbk dsh dh cw 0.4 0.4 0.7 07 tZilluelit 0 1 = nuu, -> ou s ZZU MOIL ana 155 > 5U � I t)U Mg/L CST Narnie (Please Print) Sign Jaiy-ies K... Tho!pp, on Address Date6ovlaluation Conducted 340 Paulson Lake Lan6, Osceola, WI 54020-5413 July 28, 2023 Ltnuent 42-= bUU, > JU < 22U M_g/Lana 1 5 > -ju s i bU._Mg/L CST Number 30021 Telephone Number SBD-8330 (F\04/15', 3 Boring # ❑ Boring ® Pit G:-ound surface elev. 99.32 ft. Depth to limiting factor 24" in. Cnii Dnfa Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' *Eff#1 *Eff#2 ' 1 0-12 10yr3/4 none I 2fgr mvfr cs 2vf,f 0.6 0.8 2 12-19 1 Oyr4/6 none sl 2fsbk mvfr cw 1 vf,f 0.6 1.0 3 19-24 7.5yr4/6 none cost 1 insbk mvfr cw 1 of 0.4 0.7 4 24-37 10yr5/8 f2d 7.5y?5/8 Is Osg dl aw 1 of 0.7 1.6 5 37-51 1 Oyr6/3 m1 d 7.5yr5/8 sicl 1 msbk Mfi - - 0.2 0.7 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *E1 *Eff#2 f $�}� Ir"�g # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Cr%il Annfirnfinn Rnfn Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 -F * Effluent #1 = BOD, >' 30 < 220 mg/L and TSS > 30 5 150 mg/L * Effluent #2 = BOD, > 30 :5 220 mg/L and TSS > 30 s 150 mg/L ■ ll. 8. . _ ?o a !6-e . 6`/ev. = /off' 0 vw &rlck MAW 4el 1 � 4 e i r o ti i �o,/ �r/a/cc4�•o� �Or'� elf 4 f /0 5e e-I 6 ni, o2, 5eC,. � ! �3Od, A,),/Sri; �. cue-�, ij-00,1 arc;e Elf U)/. a 17 CERTIFIED SURVEY MAP PART OF GOVERNMENT LOT 21 OF SECTION 4, TOWNSHIP 30 NORTH, RANGE 15 WEST, TOWN OF GLENWOOD, ST. CROIX COUNTY, WISCONSIN, UNPLATTED LOT 1 Southwest Corner LANDS CSM-8/2314 South 1/4 Corner Section 34-31-15 Section 34-31-15 UNPLATTED - - - - - _ Survey Mark Nall Coun- - -ty -Trun- -k Hi- -ghway "S" - - - - - - - Survey Mark Nail LANDS -' N8905_8'44"E _ S89 57 34 E " S89"57 34 E S �9'57'34"E - 827.60' - - r 166.33 r 1650.31 50.01 _ _ _ _ _ _ _ _ .- 934.38' -,,, - North 1/4 Corner Northwest Corner }89"57'34"E �._ 1 I Section 4-3 -1 0 5 Section 4-30-15 j 1% -. ZOT I 1 1 1 Survey Mark Nail Survey Mark Nail I� etl an!d '-,., _ o �� , .,_ J"' Approximate Flood o I 1 Plain per FEMA Firm ��. -� rQ CA I �? CD 1 UNPLATTED N 0 ? / Panel 55109CO280E. �,i ^? �,, �?I o LANDS `� Q ---- �,,,� , 1 ! 4 , 4 �' � 0 � 82 sq.ft. 24.001 _ ,�; I I + _.. + _, UN_PLA_TT_ED _ co � I acres fen �,e ", incl. r-o-w test- 1 i rri LANDS 1 j 956,363 s . ft. '� q dwy I� PREPARED FOR: o 21.955 acres I I �- JeffreyJ. Wagner �; �,, , �, ,excl. r-o-�c. �, 1 �� I 11 ►© 1� O� 2881 Cty Rd S - U► , 0+ 0) f ro I (D Emerald, WI 54013 ;T - ._ wetland `, � ° _ M I 930.84 2 4' 1 �5'45"W 968.08' ,S88'5 M Approximate wetland location per Wisconsin ICn N I o UNPLATTED DNR Surface Water Data Viewer map, If � 16 00 1 +' LANDS constructing near mapped wetlands, a wetland - - - - 01 j I = delineation may be required. M �� r-' South 1/4 Corner "This map contains areas that are subject to Shoreland Overlay Section 4-30-15 Zoning District and Floodplain Overly Zoning District. Additional Survey Mark Nail restrictions apply. Contact the Community Development Department for further information." nR A F TFn P y- Each parcel on this map is subject to State and County laws, rules and joei ti. brancit regulations(Le. wetlands, minimum lot size, access to parcels, density JB Surveying LLC limitations, etc.). Before purchasing or developing any parcel, contact the Community Development Department and Town Board for advice. Lot 1 is zoned R-1, Residential District, which Uy. allows 1 principal dwelling per 10 acres. Please contact the Community Development Department for more information. SCALE- 1" = 300' 1 --mumm.1 -��J 0, 300' 600' North is referenced to the LEGEND North Line of the Northwest e Found Government Corner Completion Date • Quarter of Section 4-30-15, (Corner Verified) Jul 2023 which bears 589°57'42"E y o .. Set 3/4�� x 18�� Iron Rebar (St. Croix County Grid System) weighing 1.502 Ibs./foot Sheet 1 of 2 Sheets