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HomeMy WebLinkAboutCST-2023-274 020-1353-23-000DDC�lED° Wisconsin Department of Safety and Professional Services Division of Industry Services SEP 2 5 2023 SOIL EVAL ATION REPORT GS'_ 2a2 Z In accordance with SPS 38 . Wis. m:'` o v1t rnuni V Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. PI Ix but not limited to: vertical and horizontal reference point (BM). direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 020-1353-23-000 Please print all information. Reviewed by Date Personal information you provide may be used for §econdary purposes Privacy Law, s. 15.04 1 m . Property Owner Property Location: Dan Ruecker " Govt. Lot: NE 1/4NE 1/436 T 29 N R 19 W Property Address Lot # Block # FSubd.wName or CSM# 666 Hillary Farm RD 23 tonood Ridge City State Zip Code Phone Number ❑ City ❑ Village ■❑ Town Nearest Road Hudson WI 54016 (651) 587-0665 1Hudson Hillary Farm RD ❑ New Construction use: ❑■ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑■ Replacement ❑ Public or commercial — Describe: Parent material Loamy drift over sandy and gravelly outwash (Burkhardt-Sattre) Floodplain elevation if applicable NA ft. General comments and recommendations: Recommend in -ground "conventional" trenches at 54"-60" depth with 0.7gpd/ft2 loading rate. LF = >108" (observation extent) 1❑ Boring # ❑ Boring Pit Ground surface elev. 97.45 ft. Depth to limiting factor "'108 in. Cnil Annliratinn Ratp 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 7.5YR 2.5/1 1 1 msbk mfr-mfi cs 2c-vf 0.4 0.6 2 8-23 1 OYR 4/3 - sil 2mabk dsh gs 2c-vf 0.6 0.8 3 1 23-46 1 OYR 4/4 - I-sl 1 msbk dsh-dh gw 2c-vf 0.4 0.6 4 46-53 7.5YR 4/6 - s Osg dl cw 1c-vf 0.7a 1.6a 5 (5-10 io rock) 53-108 7.5YR 5/4 - s-cos Osg ml 0.7a 1.6a 2❑ Boring # ❑ Boring ❑■ Pit Ground surface elev. 99.45 ft. Depth to limiting factor <108 in. Snil Annliratinn Ratp 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 0-9 7.5YR 2.5/2 1 lmsbk mfr cs 2c-vf 0.4 0.6 2 9-21 1 OYR 3/4 - I 2mabk dh gs 2c-vf 0.6 0.8 3 21-32 1OYR 4/4 - I 2mabk dsh-dh gw 2c-vf 0.6 0.8 4 32-46 7.5YR 4/6 - Is-s Osg dl cw 1c-vf 0.7a 1.6a 5 (5-10 i rock) 46-108 7.5YR 5/4 - s-cos Osg ml 0.7a 1.6a - rTtlupnt #1 = Fit )I ) > :in 5 %o1m mnii anri I tiff > :ill < 1 fin mn/l ' F-ttli ipnt Yt7 = Rr11) < 'in mn/I anri I SS < 3n mnll CST Name (Please Print) Signature CST Number Ryan Bechel (Advanced Environmental LLC.) 4' 1330832 Address Date Evaluate n Conducted Telephone Number W11932 560TH AVE, Prescott, WI 54021 07/05/23 (651) 327-0074 StiU-bJJU (KU4115) • ❑3 Boring # ❑ Boring g7.50 ❑■ Pit Ground surface elev. ft. Depth to limiting factor `108 in. Gnil Annlirafinn Rata 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 0-16 10YR 2/2-3/2 (fill) I-sil 1 msbk-1 mpl mfr-mfi as 2m-vf 0.4c 0.6 2 16-25 7.5YR 2.5/1 in -situ soil resumes sil 1mabk dh cs 2c-vf 0.4c 0.6 3 25-37 7.5YR 3/3 sil 1 mabk dsh gs 2m-vf 0.4c 0.6 4 37-47 7.5YR 3/4 - I-sl 1 msbk dsh gw 1 m-vf 0.4 0.7 5 47-81 7.5YR 4/6 - s Osg ml cw 1 m-vf 0.7a 1.6a 6 (5-10% rock) 81-108 7.5YR 5/4 s-cos Osg ml 0.7a 1.6a 4❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annlirafinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz *Eff#1 *Eff#2 5❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annlirafinn Rate 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 5 220 mg/L and TSS > 30 5 150 mg/L * Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 s 150 mg/L Designer: Ryan Bechel © 2023 Advanced A � A 1 s Alt property lines not O Benchmark Certified Soil Tester: 1330832 Environmental LLC. F49 !''�! CED drawn are >100ft from Designer of Engineering Systems: D 2263-7 All rights reserved.T t, L system* 4,11%0 Soil Boring N / Wieser 1250gal with Polylok PL-525 filter r � Well �ooe may''``_ Existir r � �- -High ( -_-_ � i�- I� � ,, � Cham Fire pit B 2=98.42 �II� III i 1 To 6f S.T. /6utlet cover I I I I Ho s(� grade z 99.40 \ I I I S.T. jrad6 98.05 �, \ Li Sul S.T.Poutwt = 95.67 0 0' p I Exist ng trench bottom = 93.35 I J\ I I I 1 r I li ee5 �. B 2 5�a�1 °/n I �99.45 I Sca�e� �ou� �a�n l � I ou9 L r T ' B3 / Vd 1/d� �` O O o Drainage boundary as marked =+�—vd a' by surveyor on 9/7/23 R M-IUD- Cerfired Statement: This eyet— has been designed an evaluated in accordance with State and Local codes. The soil treatment area must roman protected from disturbance and/or compaction before and after construction. NO WAidWM IS MADE THAT THIS SYSTEM WILL CONTINUE TO FUNCTION WDUNTELY. System must be properly maintained. Review your system's management plan for information on proper care and rnointenonce. 6% SCALE 15' 0' 30' 62' )acity SYSTEM NOTES Septic Tank: 0 -Wieser 1250 gallon single -compartment tank with Polylok PL-525 effluent fitter Tank appears watertight and functioning; to biilx. vended by plumber 'Bull" valveldiverter valve may be installed to bypass existing system and allow future use as a backup drainfield (ponded) Pump Tank: r trenches Soil Treatment Area: -Recommend in-ground'conventJonal' trendies at 54'-60" depth with 0.79pdM2loading rate -Depth to restriction = >108' (observation extent) -Contour = 98.00' -Slope = 24% (vanes) Propose trenches (3) 62' I filtrator Quick4 + trenches BM1 = 10 .00 Top nail i 26" Oak (20" abov grade) Distribution: LOCATION MAP (not to scale) HILLARY FARM Rp ALEX LN PREPARED Wit: Dan Ruecker Site Address: 666 Hillary Farm RD Hudson, WI 54016 PID: 020-1353-23-000 3.014 Acres Legal: Lot 23 Cottonwood Ridge NE 1/4 NE 1/4 S36 T29N R19W Town of Hudson Scale: 1" = 30' Date: 9/11/23 err