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HomeMy WebLinkAbout028-1038-40-005wisco,r"-I,,,!'�t''n"'"DePartrne'nt Of Safety and Professional Services DivisiOpf industry Services JUN I q Z023 SOIL EVALUATION REPORT Mi In accordance with SPS 385, Wis. Adm. Code County Attach coO,nplete site plan on paper,r)ot less t an 8 1/2 x 11 inches in size. Plan must include, ST Croix but not limited to: v,6#icaI'andJioriz6hW Fefer nce point (BM), direction and percent slope, Parcel I.D. scale or Anensjons'i'nb and distance to nearest road. 028-1038-40-D05-(eurrent PID; split proposed) Please print all information. Re "Y /'� Qa t Personal information you provide may be used for seconds ur oses (Privacy Law, s. 15.04(1)(m)). f� Property Owner Property Location, Tim Erickson Govt. Lot: NW 114 NW 1/4 S34 T28 N R 17 W Property Address j Lot # Block # Subd. Name oC§9,# 121 CTY RD T TBD *CSM anticipated*- City State Zip Code Phone Number E] city E] village 7M Town Nearest Road Hammond JWI 154015 I (651) 261-5872 1 Rush River CTY RD T rM_1 New Construction Use: Residential/ Number of bedrooms 3-4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial — Describe-. Parent material Loess over loamy till 2.enova sil) Floodplain elevation if applicable NA "'-C�Yvt General comments and recommendations: Recommend minimum 16" sand -lift POWTS mound on 100.00 contour with 0.4gpd/ft2 loading rate. LF = 20" (Redoximorphic features) **Deep plow (10-12") recommended to break upweak-platey soils in A -horizon" Boring # F]Boring Pit Ground surface elev..100.20 ft. Depth to limiting factor 26 in. IAnil Annlirqtlr)n Rate 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 7.5YR 3/2 sil 1 mpl-1 msbk mfr cs 1 m-vf 0.4c 0.6 2 9-18 7.5YR 4/4 1 2mabk mfr gs 1 f-Vf 0.6 0.8 3 18-26 7.5YR 4/4 - SI 1 msbk mfr gw 1 f_Vf 0.4 0.7 4 26-36 7.5YR 4/4 f2d 7.5YR 5/8 & 10YR 6/1 Is Osg ml gw 0.7a 1.6a 5 36-45 1 OYR 4/6 c2d 7.5YR 4/6 & 10YR 5/1 Is-sl Osg-Om ml-mfi 0.2 0.6 Boring # ❑ Boring Pit Ground surface elev. 99-60 ft. Depth to limiting factor 23 in. IAnil Annl1r-.qt1nnRita 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 7.5YR 3/2 sil 1 mpl-1 msbk mfr CS 1 m-vf 0.4c 0.6 2 9-23 7.5YR 4/4 - sil-sid 2mabk mfr-mfi gs 1 f-vf 0.4 0.6 3 23-30 7.5YR 4/4 f2f 10YR 5/8 8t 10YR 6/1 S1 1 msbk mvf r gw 1 of 0.4 0.7 4 30-38 7.5YR 4/4 f2d 7.5YR 5/8 a 10YR 6/1 IS-SI osg-Om ml-mfr gw 0.2 0.6 5 38-46 1 OYR 4/6 c2d 7.5YR 4/6 & 10YR 5/1 IS-Sl osg-Om mfr-mfi 0.2 0.6 *standing wati-ir observed t 40" depth - r- TTit jpnT 9-1 = MI )I J > AH S /,/[) Mr111 ;inri I tiff > mi < iiij mrili - F-"h iPnt:U.) = H( )1 1 < AH Mrill and I tiff < AH mrill CST Name (Please Print) Signature CST Number Ryan Bechel (Advanced Environmental LLC.) 4WA__ 1330832 Address Date EvaluaLWConducted Telephone Number W1 1932 560TH AVE, Prescott, WI 54021 05/25/23 (651) 327-0074 bbL)-6JJ1J (1­<U4/10) 3 Boring # ❑ Boring ❑■ Pit Ground surface elev. 99•40 ft. Depth to limiting factor 20 in. Cr►il Annlir►infinn R�fo 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 3/2 - SO 1 mpl-1 msbk mfr cs 1 m-vf 0.4c 0.6 2 8-20 7.5YR 4/4 - I-cl 2mabk mfi gs 1f-vf 0.4 0.6 3 20-32 1 OYR 4/6 f2f 1 OYR 5/8 & 10YR 6/1 SI 1 msbk mfr gw 1 of 0.4 0.7 4 32-48 1 OYR 4/8 c2d 7.5YR 4/6 & 1 OYR 5/1 SI Om mvfr-mfl - - 0.2 0.6 *Standing water observed at 46" depth 4 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Crnil Annlir•nfir%n R�fc 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 5 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Cnil Annlir+nfinn Rnf= 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 @ 2023 Advanced *All property lines not j Benchmark SYSTEM NOTES - Certified Soil Tester-. 1330832 Environmental LLC. A D TV, 8A N E D drawn are >I 00ft from 6-Se �)t i c Ta n k: Designer of Engineering Systems: D 2263-7 All rights reserved. N V 1 R A L system* Air Soil Boring Vd 777yd Vd--,— _Vd Z X X _ -- -�/Z, x X, 11,/ X ` / - /Z X CL Z x vh(6acr'po�vee ufiez� foe x Z X PutnpTank: ,Anticipated northf_ BV12 95.55 x Xpropertyine�Z x Toplf" iron pipe (proposed split) ",X ft X X, I/ Z xz (2 above grade) I I x X x Soil Treatment Area: -Recommend minimum 16" sand -lift POVVTS mound on x 100.00 contour with 0.4gpdtft2 loading rate **Deep plow (10-12") recommended to break up _Z weak-platey coifs in A -horizon" Z' -Depth to restriction = 20" (Redoximorphic features) -Contour = 100.00' -Slope = 1.5% Field x" f, edge "Well to be located >50ft from soil treatment area & >25ft from tanks** Distrihution: ENFIFI.D BMI 100.00 -System will require pressure distribution 11 OP Top 1 PVC pipe - (14 If above grade) **Soil test for lot split; no home location or 83 LOCATION MAP (not to scale) improvements 99-40 -ijj� 121 -14- -k- - 9 9.5 0 proposed - C —99,75 .099 coo. to CTY RD T 100.00 centerline B 1 1 � 100.20 M . RD M ±1200 PREKARI-A) 11-1)[1: Tim Erickson Site Address: TBD CTY RD T Lr) Hammond, WI 54015 FIELD PID: 028-1038-40-005 ±20 Acres I t© south P. L. Le(jal:• NW 1/4 NW 1/4 20' S34 T28N R17W of 401 Town of Rush River 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. Scale: 1" = 40' Date: 5/25/23 NO WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINUE TO FUNCTION INDEFINITELY. System must be property maintained. Review your Wstem's management plan for information on proper care and maintenance. SCC ArcGIS Web Map CERTIFIED SURVEY MAP LOCATED IN THE PART OF THE SW 1/4 OF THE SW 1/4 OF SECTION 27 AND PART OF THE NW 1/4 OF THE NW 1/4 OF SECTION 34, ALL IN TOWNSHIP 28 NORTH, RANGE 17 WEST, TOWN OF RUSH RIVER, ST. CROIX COUNTY,WISCONSIN. Lot 1 CSM ` _—_V. 29, P. 6539_—_ SW 1/4 - SW 1/4 _oc. D No_1070129_ SEC. 27-T28N-R17W Lot 1 CSM 48 foot wide electric _ _ = =V_16, P. 4346 N I N easement Doc. No. Unplatted lands 524192 - -- _ Doc. No. 685121 I Northwest Corner Fence falls 10.3t o � Sec. 34-T28N-R17W found Bernt. nail � east of line � z ------------------- 45_OOE 1264.30 — ----—1------------- v c E E f- E E E E E E E E _. r L_- f- -_ E E E- -- -- O -------------------- -- - - - - --'-"' --- - ----I ---...-. - --- ... 00 N r U) I I Overhead electric line. w ; o I Shown for reference only. o I 28 foot wide electric Z . 1 150 easement Doc. No. A . o B3 7t i z �I 0I 379027 B2 b o B1 -0i 1 � ; LOT 1 _� Z C I 50 i co — o -M1 ' 0 871, 200 Sq . Feet w �I of a �1 co; © QI I r O gravel drive 20.0000 Acres p Z 100 South line of N 1 /2 of NW 1/4 of NW 114 S89-47-32W 1264.80 I 00 ch z LCD -01 , Fence falls 9± CA I Ueast of line nplatted lands LA Bearings are based upon NW1/4-NW1/4 SEC. 34-T28N-R17W the St. Croix County Coordinate System, NAD The Parcel(s) shown on this map are subject to 1983, (1991) Adjustment. State, County and Town laws, rules and The west line of the NW 1/4 West Quarter Corner regulations (i.e., wetlands, minimum lot size, bears N00-10-00E. Sec. 3 4-T28N-R17W 4-T28Bernt. access to parcels, etc.). Before purchasing or found nail Bearings are expressed in developing any parcel(s) contact the St. Croix County Community Development Department degrees -minutes -seconds. and the Town for advice. Distances are expressed in decimal feet. See County Surveyor's Office for `,`�+�ti11111Ellllrtll�l���� Section Data. \\\A`\�\`�, CJ C O n f Z Brandon W. Legend King - S-2632 - • = Found 1" O.D. Iron Pipe, Eau Galle = Found St. Croix County Mounment W 1 0 0 200 400 as noted. 0 = Set 1 114" x 18" O.D. Iron Pipe Scale: 1 Inch = 200 Feet 3-16-2023 weighting 1.68 Lbs. Per Lineal Ft. Brandon King Land Surveying, LLC PREPARED FOR: N324 Co. Rd. D Eau Galle WI 54737 Timothy Erickson FIELD WORK DATE: 3-03-2023 SHEET 1 OF Phone: 715-639-5243 Email: bklsllc@gmail.com 121 County Road T MAP DATE: 3-16-2023 2 SHEETS Hammond, WI 54015