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HomeMy WebLinkAboutCST-2023-363 042-1022-10-010Wisconsin Department of Safety and Professional Services Division of Industry Services SOIL EVALUATION REPORT O In accordance with SPS 385, Wis. Adm. Code County ST Croix Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, Parcel I.D. but not limited to: vertical and horizontal reference point (BM), direction and percent slope, 042-1022-10-010 (current PID; CSM proposed) scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. wedky /n Qaty� J Personal information you provide may be used for secondarypurposes Privac Law s. 15.04 1 m I( _ Property Owner Property Location: Carlos & Pam Valera (Buyers) Thomas SuIM*W (Seller) Govt. Lot: SE T 20 N R'18 W f Property Address Lot # Block # Subd. Name o CSM# "4'`1' TBD 100TH AVE 01` proposed CSM Nearest Road CRYState Zip Code Phone Number [I city ❑ Village ❑■ Town Warren 100TH AVE Roberts WI 54023 M New Construction Use: ■❑ Residential/ Numberof bedrooms 2 Code derived design flow rate 300 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Loamy drift and/or loess over loamy till (Santiago sil) �[iy y (�^,i� Floodplain elevation if applicable N ° ft• t� k General comments and recommendations: Recommend minimum 15" sand -lift POWTS mound on too 00 contour with 0.4gpd/ft2loading rate. LF - 21" (Redoximorphic features) "Deep plow (10-12") recommended to break up weak-platey soils observed in B1 & B2*' ElBoring F 1-1Boring # 0 pit Ground surface elev. 97•45 Tt. Depth to limiting fa�ctor�23 in. I c..�i A.,nlirarinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color - - Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/F tZ 'Eff#1 *Eff#2 sil Sid2mabk lfsmbk-lmpl mfr mfi cs gs 1m-vf 1f-vf 0.4c 0A 0.6 0.6 1 2 0-10 10 15 7.5YR3/3 7.5YR 414 sl 1 msbk mfr gw - 0.4 0.7 3 15-23 1 OYR 414 4 23-38 7.5YR 414 f1f 10YR 4/6 & 10YR 5/2 (highly fractured) Sid lfabk-Om mfi aw 0.0 0.0 - - - 5 38+ LSBR ❑ goring # BoringpitGround surface elev. 100.25 ft. Depth to limiting factor 23 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/Ft' *Eff#1 'Eff#2 1 0-9 7.5YR 3/3 - - - sil 1 msbk-1 mpl mfr cs 1 m-vf 0.4c 0.6 Sid 2mabk mfi gs 1f-vf 0.4 0.6 2 9-16 7.5YR 4/4 sl 1 msbk mfr gw 1 f-vf 0.4 0.7 3 16-23 7.5YR 4/6 f1f 10YR 4/6 & 10YR 512 cl-Scl lfabk-Om mfi aw 0.0 0.0 7.5YR 3/4 LSBR (highly fractured)n P-1E P 4 ao LSBR rock fragm nts ` Effluent #1 = BOD, > 30 s 220 m /L and TSS > 30 s 150 mg/L. * Effluent #2 = BOD, s 30 m /L and TSS s 30 m /L CST Name (Please Print) Signature CST Number Ryan Bechel (Advanced Environmental LLC.) 1330832 Address Date Evaluation Conducted Telephone Number W11932 560TH AVE, Prescott, WI 54021 11/21/23 (651) 327-0074 SBD-8330 (R04l15) I F3 Boring # ❑ Boring Pit Ground surface elev.100.20 ft. Depth to limiting factor 21 in. Soil Aoolication 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 1 0-8 10YR 3/3 - sil lf--msbk mfr cs 1m-vf 0.4c 1.6 2 8-14 10YR 4/4 - Sid 2mabk mile gs 1 m-vf 0.4 0.6 3 14-21 7.5YR 4/4 - sl 1 msbk mfr gs - 0.4 0.7 4 21-35 10YR 4/4 f1f 10YR 5/8 & 10YR 611 sl 1 msbk mfr gw - 0.4 0.7 5 35-51 10YR 4/4 clf 10YR 4/6 810YR 512 sl-scl Om mfi aw - 0.0 0.0 6 51+ LSBR (highly fractured) - - - - - - - Boring # ❑ Boring 4❑ ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annlir thnn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Ef1#1 •Eff#2 5 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snit Annliraiinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eft#1 •Eft#2 • Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L • Effluent 02 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L Designer: Ryan Bechel © 2023 Advanced All property tines not O Benchn Certified Soil Tester. 1330832 Environmental LLC ADVANCED drawn are >100ft from Designer of Engineering Systems: D 2263-7 All rights reserved. 'i./ r. ., system, Soil Boi SCALE v / `L _ 20' / �� 50� - -J t 0' 40' / / / % Well Tproposed BM 1 = 100.00 Sy ;'�. well location fop 1" PVC pipe 0,0 (17" above grade) / Anticipated pad BM2 = 95.00 elevations 97.00 Co Top nail in utility pole 0- (43" above grade) o LOT Ol PROPOSED i / ; Antprorty icipated °j� r boundaries CSM / Anticipated t\ property boundaries (approx.) 'yam O� Assumed Cb• R-O-W edgeO i-- O 1 ----------- BM2 El All CERTIFIED SURVEY MAP LOCATED IN PART OF THE SEY4 OF THE SEY4 OF SECTION 08, T29N, RI8W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSI[N. GENERAL NOTICE STATEMENT EACH PARCEL SHOWN HEREON IS SUBJECT TO STATE, COUNTY AND TOWNSHIP LAWS, RULES AND REGULATIONS (i.e., WETLAND RESTRICTIONS, ACCESS TO PARCEL, MINIMUM LOT SIZE, ETC.). BEFORE PURCHASING OR DEVELOPING ANY PARCEL CONTACT THE ST. CROIX COUNTY COMMUNITY DEVELOPMENT OFFICE AND THE APPROPRIATE TOWN BOARD FOR ADVICE. U-NPLATTEDD LlAN12S S 89°21'07" E 312.13' LOT 1 Q' 99,890 SQ. FT. (2.29 ACRES) � co INCLUDING R / W Q; 93,348 SO. FT. (2.14 ACRES) w, EXCLUDING R / W 00 M El� d' O \ z C 2uj �Q 47ti ❑ o"Y SY4 CORNER, SEC. 8 (ALUM. CAP FND.)- n _ to N 89"21'07" W 1767_16_ ❑ N3 a "i cr — N 89°21'07" W 206.88' b ao — ------ 1 O M CENTERLINE OF IOOTH AVE. w BEARINGS REFERENCED TO THE SOUTH LINE OF THE SEY4 OF SECTION 8. LINE BEARS N89'21'07"W, ST. CROIX COUNTY COORDINATE SYSTEM. — — — — — SE CORNER, SEC. 8 (1" STEEL SURVEY — I SOUTH LINE OF THE SEI/4 MARK NAIL FND.) is —m — N 89°21'07" W 100_TH_ AVENUE 674.60' LOT 92_ OF C.S.N. L 0710 OF C.S.M. ---------------- O'a LEGEND SECTION CORNER (AS NOTED). Q, P M 0.75" X 18" IRON REBAR WEIGHING 1.502 LBS. / LINEAR FOOT SET. SCALE IN FEET SECTION CORNERS SHOWN HEREON HAVE BEEN FOUND AND VERIFIED WITH TIES OF RECORD AND 0' 40' 80' PUBLISHED ST. CROIX COUNTY COORDINATES. = 80, FIELD WORK COMPLETED LAND SURVEYOR: PREPARED FOR: S SOLUTIONS JOSEPH GRANBERG PAM & CARLOS VARELA DRAFTED BY: JWG 1428 134TH AVENUE 880 110TH STREET JOB NO. 100-920 SHEET ERL7Q NEW RICHMOND, N 54017 ROBERTS, WI 54023 DATE: 02/02/2024 1 OF 2 CERTIFIED SURVEY MAP LOCATED IN PART OF THE SE4 OF THE SE/4 OF SECTION 08, T29N, RI8W, TOWN OF WARREN, ST. CROD{ COUNTY, WISCONSIN. DESCRIPTION: A parcel of land located in the SE %4 of the SE %4 of Section 8, T29N, R18W, Town of Warren, St. Croix County, Wisconsin, further described as follows: Commencing at the southeast corner of said Section 8; thence N89°21'07"W 674.60' along the south line of the SE %4 of said Section 8 to the point of beginning of the lands to be described herein; thence continuing along said south line N89°21'07"W 189.60'; thence N00°38'53"E 367.80'; thence S89°21'07"E 312.13; thence S03*55'57"W 150.57'; thence S28°1 T27W 245.50' to the point of beginning. This description contains 99,890 square feet (2.29 acres) more or less and is subject to any easements, restrictions or covenants of record. SURVEYOR'S CERTIFICATE I, Joseph W. Granberg, Professional Land Surveyor, hereby certify that by the direction of Pamela & Carlos Varela, I have surveyed and divided the lands shown hereon in accordance with official records, Chapter 236.34 of the Wisconsin Statutes, the St. Croix County Subdivision Ordinance and the Town of Warren Subdivision Ordinance and that this map is a true and correct representation to scale of that survey. JOSEPH GRANBERG DATE G&S LAND SOLUTIONS, LLC. 1428 134TH AVENUE NEW RICHMOND, WI 54017 715-246-7529 TREASURER'S CERTIFICATE I, DENISE ANDERSON, BEING THE DULY ELECTED, QUALIFIED AND ACTING TREASURER OF THE COUNTY OF ST. CROIX, DO HEREBY CERTIFY THAT THE RECORDS IN MY OFFICE SHOW NO UNPAID TAXES OR SPECIAL ASSESSMENTS AS OF AFFECTING THE LANDS INCLUDED IN THIS CERTIFIED SURVEY MAP. BY: DATE TREASURER r J LU"D SURVEYOR: PREPARED FOR: S' SOLUTIONS JOSEPH GRANBERG PAM & CARLOS VARELA DRAFTED BY: JWG 1428 134TH AVENUE 880 110TH STREET JOB NO. 100-920 SHEET NEW RICHMOND, WI 54017 ROBERTS, WI 54023 DATE: 02/02/2024 2 OF 2