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Home My WebLink About040-1062-30-000 (3)D °ffSafety t of 'f > �$ - SO EVALUATION REPORT P �`�®202�in ac rdance with Comm 85, Wis. Adm. Code Pro5 2 C S � #2194 Page 1 of 5 Schmitt Soil Testing, Inc. Attach complete site pl n on paler i%6 I'9 C unL s County t1 i pros i m St. Croix include, but not limited : uLe(�jept�tl point (BM), dire c i percent slope, scale or s, north arrow, and location and4ALWce to nearest road. Parcel I.D. 040-1062-30-000 Please print all information. e IewecLBy A Da e Personal information you provide may be used for secondary purposes (Privacy Law, s. 1 (1) (m)). JF04 Property Owner Location 1/4, SE1/4, S15, T28N, R19W E W Homes Inc. //�Gt. Lot7"27.8 Property Owner's Mailing Address 526 Rolling Meadows Drive jvperty # Blockame or CSM# re Parcel City State Zip Code Phone Number River Falls I WI 1 540221 City !Village ] Town Nearest Road Troy Glover Rd & Hwy 35 New Construction Use: I_ j Residential / Number of bedrooms Code derived design flow rate GPD ReplacementJ Public or commercial - Describe: TBD (100' X 100' area tested) Parent material Outwash (Pillot Series) Flood plain elevation, if applicable NA ft. General comments Septic Location #2. Area is suitable for a conventional system with a 0.7 gpd/sqft rate. System elevati or Area 1 is 965. '. and recommendations:-Drr-ain�fi}eld to be in talle 2 inches minimum into Loamy sand or sand for 0.7 rat . ✓ S weA t� rP-r 0I! 1 F J Boring ate_ Boring # Pit Ground surface elev. 970.05 ft. Depth to limiting factor 100+ in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consisten Boundary Roots GPD/ftz *Eff#1 *Eff#2 1 0-14 10yr3/3 none sil 2fsbk mvfr as 1vf 0.6 0.8 2 14-19 10yr4/4 none sicl 2msbk mfr gw 1vf 0.4 0.6 3 19-28 10yr4/4 none sil 2msbk mfr gw ------ 0.6 0.8 4 28-34 10yr4/4 none sl 2msbk mvfr as ------ 0.6 1.0 5 34-42 7.5yr5/6 none s Osg ml cs ------ 0.7 1.6 6 42-76 10yr6/4 none grcos Osg ml cs ------ 0.7 1.6 7 76-100 10yr6/4 none s Osg ml ---- 0.7 1.6 Boring #-J Boring Pit Ground surface elev. 969.46 ft. Depth to limiting factor 100+ in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consisten Boundary Roots GPD/ft' *Eff#1 _ *Eff#2 1 0-16 10yr3/3 none sit 2fsbk mvfr as lvf 0.6 0.8 2 16-22 10yr4/4 none sicl 2msbk mfr gw ivf 0.4 0.6 3 22-27 10yr5/6 none sl 2fsbk mfr gw ------ 0.6 1.0 • 4 27-34 10yr5/6 none s Osg ml cs ------ 0.7 1.6 5 34_ 100 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 - cmuem *i = tsuu5> M < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 12/22/2021 715-760-1978 SBD-8330 (R.07/00) Property Owner E W Homes Inc. Parcel ID # 040-1062-30-000 Page 2 of 5 3 F❑ Boring Boring # Pit Ground surface elev. 969.11 ft. Depth to limiting factor 100+ in. — Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-11 10yr3/3 none sil 2fsbk mvfr as 1vf 0.6 0.8 2 11-18 10yr4/4 none sicl 2fsbk mfr gw ivf 0.4 0.6 3 18-26 10yr4/4 none A 2msbk mfr gw ------ 0.6 0.8 4 26-37 10yr4/4 none sl 2msbk mfr gw ------ 0.6 1.0 5 37-51 10yr6/4 none grs Osg ml is ------ 0.7 1.6 6 51-100 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 r-L� �� ig"- JAI -�6 o.T6 D Soy&, (;-Oc-s 0 F-1❑ Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 F-1 I—] Boring Boring # J Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777, SBD-8330 (R.07/00) Schmitt Soil Testing, Inc. RAN GLOVER RD Conducted for: EW Homes Inc. 526 Rolling Meadows Drive 5 River Falls, WI 54022 7 v Troy Condo Garages Location #2 PID: 040-1062-30-000 9 8' NW1/4 SE1/4 S8 T28N R19W Town of Troy CID (V BM 1 971.81' Top of 1.5" Steel Conduit BM 2 968.25' Top of 1.5" Steel Conduit Conducted By: Thomas J. Schmitt 190' B2 CST 227429 �— 12-22-2021 LO 970' LOCATION # 2 _ B 1 7, AREA 1 BM 1 971.81' AREA 2 z °N° I B3 �- 1 % Slope co U) SEE PAGE 4 OF 5 0 } FOR FULL VIEW OF LOT r z 0 150' a) J 1"=60' N t0 W 164' BM 2 968' 968.25' 73' (1129') 968' St Croix County, WI Legend Lakes and Rivers Rivers and Streams Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way Railroads Conveyance Division Simultaneous Conveyance Ce Iwd Survey Maps Contours 10ft ton comn�n; ton oepreraan Contours 2ft C.— A Con.— 2n pep,—i- N 0 20 40 60ft DISCLAIMER: This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the user. 12,29M 12:4 PM fey 1\ Il I \ \ Page 4�of 51v _.\ EX. LOT LINE - -. \ ^ EX. LOT LINE - - 4 � _ � - EX. LOT LINE - 41 / ) / r) •.) cn a Ill 1 // �-� ! 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