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Home My WebLink About030-2034-30-010 (3)Wisconsin Department of Safety and Professional Services NOV,21 2022 Division of Industry Services St. C oix County OIL ALII APalgl fR In accordance with SPS 385, Wis. Adm. Code Attach complete sit4l ,an on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Personal information you erovide may be used for secondary nurnoses Privac Law s 15 04 1 C_S i - Dt ��- - q 7s County ST Croix Parcel I.D. 030-2034-30-010 (Current) Page 1 of 2 m V r, Property Owner Property Location: Robert Obrien Govt. Lot: SW '/4 NE '% S 24 T 30 N R 20 W Property Address Lot # Block # Subd. Name or CSM# 274 Arbor Hills DR 02 Arbor Ridge (Propaaa plat) City State Zip Code Phone Number ❑ City ❑ Village ❑■ Town Nearest Road Houlton jWl 54082 1 1it Joseph 24TH ST/Arbor Hills DR ❑■ New Construction Use: M Residential/Number of bedrooms 3-4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Loamy drift and/or loess over loamy till (Santiago-Antigo) Floodplain elevation if applicable NA ft..2ct(w X General comments and recommendations: Recommend minimum 11" sand -lift POWTS mound on 100.00 conto ith 0.6gpd/ft2 loading rate. % LF = 25' (Redoximorphic features) 1 F_1� Boring # ❑ Boring OR Ground surface elev. 100.00 ft. Depth to limiting factor 36 in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Son Application Rate GPD/Ft2 *Eff#1 *Eff#2 1 0-8 7.5YR 2.5/3 - sil 2mgr mfr cs 3m-vf 0.6 0.8 2 8-21 1 OYR 4/3 - sil 2fabk ds gs 2m-vf 0.6 0.8 3 21-36 1OYR 5/4 - sil 2mabk dsh gs 1m-vf 0.6 0.8 4 36-46 1 OYR 5/4 f1d 7.5YR 5/8 & 10YR 6/1 I-sil 1 mabk dh 1 m-vf 0.4a 0.6 1 2 I Boring # ❑ Boring M Pit Ground surface elev. 95.95 ft. Depth to limiting factor 25 in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 *Eff#1 *Eff#2 1 0-9 7.5YR 2.5/3 sil 2f-mgr mfr cs 3c-vf 0.6 0.8 2 9-16 7.5YR 4/3 - sil 2fabk ds gs 3c-vf 0.6 0.8 3 16-25 7.5YR 4/4 - 1 1 msbk dsh-dh gw 1 c-vf 0.4 0.6 4 25-42 5YR 4/4 c2f 7.5YR 5/1 & 7.5YR 6/1 sl 1 msbk-Om dh 1 m-vf 0.2 0.6 * Effluent #1 o Rrin 0 3n < 55n _/i " Tec -- - - CST Name (Please Print) �� _ni e[ IW4= avu, au s [YU m /L ano I SS > 30 5 150 m /L Ryan Bechel Signature CST Number 1330832 Address Date Evaluation onducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 11/14/22 (651) 327-0074 Jts U—?JJ,JU (KU4/15) I, ❑ 3❑ Boring # Boring Pit Ground surface elev. 98.25 ft. Depth to limiting factor 30 in. Snil Annlication Rate I Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 I *Eff#2 1 0-9 7.5YR 2.5/3 - sil 3mgr mfr cs 2c-vf 0.6 0.8 2 9-20 7.5YR 4/3 sil 2fabk mfr gs 2c-vf 0.6 0.8 3 20-30 10YR4/4 - sil I 2mabk dsh gs 1c-vf 0.6 0.8 4 30-44 10YR 5/4 cld 7.5YR 5/8 & 10YR 6/1 sil 2mabk dsh cw 1 c-vf 0.6 0.8 5 44-51 10YR 5/4 f2d 7.5YR 4/6 & 1OYR 5/2 sic[ 1fabk-Om dh-dvh 0 0.0 0.0 El Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limitingfactorin. Snill Annlication Rate I 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 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Cnil Annlicatinn Rafa 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 * 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 Certified Soil Tester: 1330832 Designer of Engineering Systems: D 2263-7 SCALE �20' 0' 40' LOT 01 BM2 = 104.00 Top nail in 50" tree (21" above grade) � Qv ED T A L 'All property lines not drawn are >100ft from system Proposed lot lines V) BM1 = 100.00 Top nail in 30" Tree N — (60" above grade) / m Constructed drainage Swale Wetland -� LOT 02 used � red prop Constructed pad grade O pad **Well to be located >50ft from soil treatment area & >25ft from tanks** i i i i i o Benchmark 1 SYSTEM NOTES N Septic Tank: Soil Boring J IL J Certified Statement: This system has been designed and evaluated in accordance with State and Local codes. The soil treatment area must remain protected from disturbance and/or compaction before and after construction. No WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINUE TO FUNCTION INDEFlNMLY. System must be properly maintained. Review your systems mwnagernent plan for information on proper care and maintenance. Pump Tank: Soil Treatment Area: -Recommend minimum 11' sar ift POWTS mound on 100.00 contour with 0.6gpde loading rate -Depth to restriction = 25' (Redoximorphic features) -Contour=100,00' -Slope =14% Distribution: -System will require pressure distribution LOCATION MAP (not to scale) I— V) N SITE PREPARED FOR: Robert Obrien Site Address: 274 Arbor Hills DR Houlton, WI 54082 PID: 030-2034-30-010 3.11 Acres Legal: Lot 02 Arbor Ridge SW 1/4 NE 1/4 S24 T30N R20W Town of Saint Joseph Scale: 1" = 40' Date: 11/14/22 PRELIMINARY PLAT OF: ARBOR RIDGE LOCATED IN PART OF THE SW1/4 OF THE NE1/4 AND PART OF THE NW 1/4 OF THE SE1/4 OF SECTION 24, TOWNSHIP 30 NORTH, RANGE 20 WEST, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. 4 Tl a7 LOT 13.06 AC LOT i3.21 AC of �l r''f � o ➢� I /� !;. 1 ) � � ; � �!/ J WI o LOT-6 I B 23.91 AC I I 5o. e,:A /` LOT 30 1 3.12 AC rn i C\ �wl� I I f • I' I \ `' J Leo LOT \ rFiu 950 AC LOT 1 RTIFIED SURVEY MAP VOLUME 29 PAGE 6598 cif/ ✓—v--/ 7 7�T�e��— LOT3 ff 111 , PREPARED BY: mo aI o $uirt u.Es 1715) ei-nn u oR -A.wnx A,,'.waKnxREn°xu wruNOBr,. ®,DrAEARDxAE PROPERRnnL ExOOS —POSED — ROAD =ssx. EOaa wNNx..aF.F.sF.— =3A BD ,DraAEAf IAa�sxD KaP: °�E,.°„n.r.EPRD,ER;R LOT 0.� PREPARED FOR: 7•gBRDx WudINE HDUITOx, wlSbsx LOCATION SECTION 24, T30N, R20W LEGEND � � � •ov E�Wmxro gNUEwm 0 sox eoRxR 1 hereby certify that this survey was prepared by me or under my direct supervision, that it is true and correct to the beat of my knowledge and belief, and that 1 am a Professional nd Surveyor under the laws of the State of Wisconsin. Dou— glaM Zah r, PLS #2145 Data OF wlSc "j''DOUGLAS J. % ZAHLER S-2145 1 HUDSON, / C,p ., •x WI OQ Sul E� Z� Q r z J W W a m0 O� WOMM ox $ IN 1 OF 1