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HomeMy WebLinkAbout008-1044-30-001 lot 2NOV 2 1 2022 isconsin Department of Safety and Professional Servlces', Page 1 of 2 Division of Industry Services C-ro X COUI)t\/ SO 1 Lc FEN 444 UAjfou R In accordance with SPS 385, Wis. Adm. Code County Attach complet itzpl GqPaper not less than 8 112 x 11 inches in size. Plan must include, ST Croix but not limited b�: vertict'and horizontal reference point (BM), direction and percent slope, Parcel I.D.;?,► scale or dimensions, north arrow, and location and distance to nearest road. 008-1044-30-004 Please print all information. Re. i d by /" Date 0`6 Personal information you provide may be used for seconds a g"r oses (Priva y Law, s. 15.04(l)(MA. Property Owner Property Location-, Brian Gedatus (Buyer) Dennis Duckworth (Seller) Govt. Lot- NE 114 SW 1/4 S15 T 28 N R 16 W I Property Address Lot 4 Block # Subd. Name or CSMT# '1101-1 2428 32ND AVE City State Zip Code Phone Number❑ city El Village FM Town Nearest Road Woodville I Wl 154028 (715) 556-2985 1 1 Eau Galle 32ND AVE [K New Construction Use: Residential/ Number of bedrooms 3 Code derived design flow rate 450 GPD [:1 Replacement ❑ Public or commercial — Describe: Parent material Loamy drift and/or loess over loamy till (Santia2o sil) NA ft. 2.CW y, Floodplain elevation if applicable General comments and recommendations: Recommend minimum 20" sand -lift POWTS mound on 100.00 contour with 0.4gpd1ft2 loading rate. LF = 16" (Redoximorphic features) **Deep plow (10-12") recommended to break up weak-platey soils in B2 & B3** Boring # E] Boring Pit Ground surface elev. 98.00 ft. Depth to limiting factor 29 in. IQr%d Ar,%r%1;^--2#1r%r% Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft 2 *Eff#1 *Eff#2 1 0-9 10YR 3/3 1 2f-msbk ds cs 2m-vf 0.6 0.8 2 9-21 1 OYR 5/4 I-Sil 2fabk ds gs 1 m-vf 0.6 0.8 3 21-29 7.5YR 4/4 - sl 1 msbk mfr gw 1vf 0.4 0.7 4 29-46 7.5YR 4/4 c2d 5YR 5/8 & 7.5YR 5/2 S1 1 msbk-Om mfr-mfi 0.2 0.6 Boring # F] Boring 100.00 ft. 21 F-01 pit Ground surface elev. Depth to limiting factor in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft 2 *Eff#1 *Eff#2 1 0-6 10YR 3/3 Sil 2f-msbk ds cs 2m-vf 0.6 0.8 2 6-12 1 OYR 5/4 sil 1 nnsbk-1 mpl ds gs 2m-vf 0 .4c 0.6 3 12-21 7-5YR 5/4 1 1 msbk dsh gw 1 m-vf 0.4 0.6 4 21-42 7-5YR 4/4 c3d 5YR 5/8 8,7.5YR 5/2 Sl 1 mabk-Om mfr-mfi 1 f-vf 0.2 0.6 CST Name (Please Print) Signature CST Number Ryan Bechel f 5eJ4 1330832 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 11/08/22 (651) 327-0074 bbU-bJJU (NU4/15) 3 Boring # ❑ Boring M Pit Ground surface elev. 98.00ft Depth to limiting factor 16 in. Anil Annlirnfinn Pnfa 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 1 0-8 10YR 3/3 - sil-1 1 fsbk-1 fpl ds cs 3m-vf 0.4c 0.6 2 8-16 10YR 5/4 - 1 1 fsbk dsh gs 2m-vf 0.4 0.6 3 16-23 1 OYR 4/4 c2d 7.5YR 5/8 & 1 OYR 6/1 1 2fsbk dh gw 1 m-vf 0.6 0.8 4 23-44 7.5YR 4/4 m2p 5YR 4/6 & 7.5YR 5/2 sl 1 csbk-Om mfi - 1 m-vf 0.2 0.6 4 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Anil Annlirnfinn Ratp Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 *Eff#1 *Eff#2 5 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Anil Annlir_atinn Raf m Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 *Eff#1 *Eff#2 * Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L Designer: Ryan Bechel U 2022 Advanced *All property lines not 0 Benchmark SYSTEN1 NOTI-.S Certified Soil Tester: 1330832 Environmental LLC. drawn are >100ft from t N SclAic Tank: Designer of Engineering Systems- D 2263-7 All rights reserved. F44 system A�r Soil Boring SCALE Zn 201 CD to current of 40 north P.L. BM1 = 100.00 C, Top 1" PVC pipe (26 11 above grade) B3 OY A10. f Q Punip'll-ank: Soil Treatment Area: ko QD r -Recommend minimum 20" sand -lift POWTS mound on CD ( 100-00 contour with 0.4gpdfif loading rate BM2 10'Deep plow (10- 17) recommended to break tip 2.00 9T) Tn n.-4 i I in R" fence nct weak-platey soils in B2 & . B3** New 3BR i Home ----------- **Well to be located >50ft - - - - - - from soil treatment area & Current grade >25ft from tanks** Anticipated Shop 95-50 Driveway ---------- F -Depth to restriction = to (RedoximorphiC featured (35" above grade) -Contour = 100.00' -Slope = 10% Distribution: -System will require pressure distribution LOCATION MAP (not to scale) '40N ca n cl� It SITE 32ND AVE Tree line PREPARED FOR: Brian Gedatus Site Address: 2428 32ND AVE Woodville, WI 54028 PID: 008-1044-30-000 40.00 Acres Legal: NE 1/4 SW 1/4 1/d S15 T28N R16W -1/d Town of Eau Galle Certified Statement: This system has been designed and evaluated in accordance with State and Loco] codes. The soil treatment area must remain protected from disturbance and/or compaction before and after corstruction. Scale: 1" = 40' Date: 11/8/22 NO WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINUE TO FUNCTION INDEFINMa.Y. System must be property maintained. Review your system's management plan for information on proper care and maintenance. 11/1/202213:21-28 PM Con servati on Easement Lot and Units DrainageEasement Outlot Public ROW Unit Park Lot SCC ArcGIS Web Map General Common Element Flood Hazard Areas Tax Parcels ZONE A Limited Common Element Subdivision/CSIVI Boundaries ZONE AE 1.-21257 0 75 150 300 ft IIi I I I I I I I I t 1 1 _j 0 20 40 80 rn WDNR, SCC CDD, SCC CDD, FEIVIA, SCC CDD 0 Web AppBuilder for ArcGic SCC CDD I WDNR, SCC CDD I Wl Dept. of Natural Resources Division of Water I SCC CDD and SCC Highway Dept I FEIVIA, SCC CDD I CDD and NPS I National Geospatial -intelligence Agency (NGA); Delta State University-, Fsri I CERTIFIED SURVEY MAP PART OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER AND PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 28 NORTH, RANGE 16 WEST, TOWN OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN. Coun t.Y rru �— nk Highway = a' UNPLATTED o Each parcel on this map is subject to State and LANDS 00County laws, rules and regulations(i.e. wetlands, CN minimum lot size, access to parcels, density `O limitations, etc.). Before purchasing or developing west line IIUAJ any parcel, contact the Community Development Of SE/NW co3 p *tco Department and Town Board for advice. West 1/4 Corner -ccoo � LOT i, csM , Section 15-28-16 0 0 2/580 Survey Mark Nail Z ------ ; Lot/580SM ► S87'13'49"E (S87'29'44"E) 6�I,— — — — — — I S87'13'49"E 1315.45' 1 � 1290, fib' Bost —west 1/4 line west line,,---- Soil of NE/SW o0 4� Tests N L sf CO 07 UNPLATTED LANDS w N N Z _ © Shed o� o0 00 ZOT 1 871,210 sq.ft. 20.000 acres N87'18'43"W N87-23'37"1N 1315, 45' LOT 2 east line of NE/SW North 1/4 Corner Section 15-28-16 1.25" Iron Pipe lip tJ �r I� `n I C° UNPLATTED N rl� LANDS aLn IN I S87013'49"E ► — 2658.84' "or East 1/4 Corner Section 15-28-16 Survey Mark Nail co 'n I o LO 1�o UNPLATTED LANDS Completion Date co April 2023 430.00 - 740,449 s ft. o 16.998 acres °' ' UJ Soil LOT Tests PR , csM too PAR F CN �.. PREPARED 4R- 32/7205 CDa - ° Brian & Sheila Gedatus r 0 N 2474 30th Avenue o south line 32nd Avenue of NE/SW Woodville, W1 54028 ^- f Z - -----, 6 55.4 7' __--___ N87'23'37"W ___NW —SE access easeme6f _- N SVV— SE L_-of record ____ _ 230.12' —' o I UNPLATTED - - • ---- N87'23'37"W `D LANDS Line Data �'°° Flo CN UNPLATTED L1 S82036'11 "E 24.93' I o — cn LANDS — L2 S®0'25'45"W 132.10' ` � r SCALE: 1"= 3 0 0' South 1/4 Corner !I11111111111111ma Section 15-28-16 Aluminum Cap 0' 300' 600' LEGEND � ..... Found Government Corner North is referenced to the (Corner Verified) North -South Quarter Line o...... Set 3/4" x 18" Iron Rebar weighing 1.502 lbs./foot DRAFTED BY - of Section 15-28-16, Joel A. Brandt which bears S00°28'5711W o...... Found 1" Iron Pipe JB Surveying LLC (St. Croix County Grid System) (a-°°') .... Recorded Data y g Sheet 1 of 2 Sheets CERTIFIED SURVEY MAP PART OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER AND PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 28 NORTH, RANGE 16 WEST, TOWN OF EAU GALLE, ST. CROIX COUNTY, WISCONSIN. �O�n ty Trun -- .� ; k High Way „f�„ t UNPLATTED - �' - Each parcel on this map is subject to State and o LANDS co °' County laws, rules and regulations(i.e. wetlands, to� minimum lot size, access to parcels, density North 1/4 Corner iw `" limitations, etc.). Before purchasing or developing Section 15-28-16 west line o f SE/NW W - any parcelcontact the Community Development � , �1.25" Iron Pipe c , Department and Town Board for advice. West 1/4 Corner � r Section 15-28-16 - LOT 1, CSM N---------- I o� Survey Mark Nail z 2/580 LOT2 CSM o - ----,---- `n I � UNPLATTED oo I — PL -- — S87'13'49"E tn � 2/580 (s87.29'44"E) - cv � LANDS o S ® -, �-- — — — — r 1315,45'r S87'13'49"E ' 1290.68 0 I cv U' I east —west 1/4 line S87'13'49"E -------���� 2658.84 r west line � east line'._ East 1/4 Corner of NE/SW -co Q� ests of NE/SW Section 15-28-16 ' ZOT I Survey Mark Nail rn 871,210 sq. f t. o° 20.000 acres Ln o UNPLATTED LANDS UJ �- - — p UNPLATTED N N N87*18'43"W 1315.45' t LANDS b Z ED Shed rn o Completion Date N ZOT 2 OD April 2023 N87'2 " 3 37 W 430.00' I 740,449 sq. f t. 0 16.998 acres soil - LOT 1, CSM_ w Tests o �. co PREPARED FOR: 32/7205 ------- rn Brian & Sheila Gedatus ' o CN o south line 2474 30th Avenue 32nd Avenue o of NE/SW z Woodville, Wl 54028 — .�---' -- — CO - ---� L___--- 655.47' NW- SE access easement ---� N N872337W _ SW— SE-- of record _ _ _ _ - - 230, i 2' J i UNPLATTED . 8�23 37 w Line Data T LANDS 1 0o — �, UNPLATTED N o L1 S82'36'11 "E 24.93' LANDS L2 S00'25'45"W 132.10' SCALE: 1" = 3 0 0' South 1/4 Corner � Section 15-28-16 Aluminum Cap 0' 300' 600' y North is referenced to the North -South Quarter Line of Section 15-28-16, which bears S00°28'57"W (St. Croix County Grid System) LEGEND Q� ..... Found Government Corner (Corner Verified) o..... Set 3/4" x 18" Iron Rebar weighing 1.502 lbs./foot ..... Found T' Iron Pipe (0.00') ...... Recorded Data nDAr-Tr7n Qv - Joel H. branat JB Surveying LLC Sheet 1 of 2 Sheets