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HomeMy WebLinkAbout040-1062-30-002D1,Fatf#2193 I EVALUATION REPORT�j U 2021 in acc dance with Comm 85, Wis. Adm. Code Page 1 of 5 Prof�p S Schmitt Soil Testing, Inc. Attach complete site pla on pap��n�{� joun 6,, rit? i hes in size. AJJF ounty St. Croix include, but not limited t : vCrM I oint (BM , direction and --- Parcel I.D. percent slope, scale or d nslons, north arrow, and location and Oi 040-1 2-30-999- ,tt i� Please print all information. V (Ae ewed L0 Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner o ��GE Property Location �`���© �� 1 E W Homes Inc. /`may Govt. Lot NW1/4, SE1/4, S15, T28N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 526 Rolling Meadows Drive 27.8 Acre Parcel - Ci State Zip Code Phone Number city p � ;City []Village � Town Nearest Road River Falls WI 54022 Troy Glover Rd & Hwy 35 New Construction Use: [J Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement L`A Public or commercial - Describe: TBD (100' X 100' area tested) Parent material Outwash (Pillot Series) `/ Flood plain elevation, if app (cable NA ft. General comments Septic Location #1. Area is suitable for a copen0iiQtern with a 0.7 gpd/sqft rate.Area to be cut prior to installation and recommendations: a r ximately .5' Sys m elevation for ea 1 be install inches minimum into LS or S for .7 rate. �959',=rainfield�to �Ffe4/ Boring �f'�e A) t11^S rt� t tlBoTring E71 Pit Ground surface elev. 956. ft. Depth to limiting factor 125+ in. Soil Application R e Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 Tff#1 •Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-12 10yr3/3 none I 2fsbk mfr as 1vf 0.6 0.8 2 12-25 10yr4/4 none sl 2msbk mfr gw 1vf 0.6 1.0 3 25-53 10yr5/6 none Is $ xcsbk mfr gw ------ 0.7 1.6 4 53-67_ 10yr5/6 none sl Om mfr cs ------ 0.2 0.6 5 67-125 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 r -- die -k° • v� O.� z iiS . Boring # E Boring r l Pit Ground surface elev. 957.64 ft. Depth to limiting factor 125+ 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 0-14 10yr3/3 none I 2fsbk mfr as 1vf 0.6 0.8 2 14-28 10yr3/4 none sl 2msbk mfr gw 1vf 0.6 1.0 3 28-44 7.5yr4/6 none grsl 2msbk mfr gw ------ 0.6 1.0 f 4 44-57 7.5yr4/6 none grsl lmsbk mfr gw ------ 0.4 0.7 5 57-67 10yr5/6 none grls ICsbk mvfr cs ------ 0.7 1.6 6 6�5 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and T55 < 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.071001 Property Owner E W Homes Inc. MA Parcel ID # 040-1062-30-000 Page 2 of 5 3 F❑ Boring Boring # Pit Ground surface elev. 958.49 ft. Depth to limiting factor 125+ 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/ft' 'Eff#1 `Eff#2 1 0-18 10yr3/3 none sil 2fsbk mfr as lvf 0.6 0.8 2 18-28 10yr4/4 none grsl 2msbk mfr gw lvf 0.6 1.0 3 28-43 7.5yr5/6 none sl 2msbk mfr gw ------ 0.6 1.0 4 43-60 7.5yr5/6 none gris kmsbk mvfr gw ------ 0.4 0.7 5 60-88 10yr5/4 none grcos Osg ml Cs ------ 0.7 1.6 5 88-125 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 F-1�I 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 GPD1ft' 'Eff#1 •Eff#2 l Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. F-1 L�j Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft' "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 alternate format, please contact the department at 608-266-3151 or TIT 608-264-8777. SBD-8330 (R.07/00) Schmitt Soil Testing, Inc. Conducted for: i j EW Homes Inc. 4- 526 Rolling Meadows Drive ° River Falls, WI 54022 co IC If Troy Condo Garages a Location #1 PID: 040-1062-30-000 NW1/4 SE1/4 S8 T28N R19W Town of Troy I i - Conducted By: 960' Thomas J. Schmitt B3 CST 22 429 AREA 1 12-22-2021 \ LOCATION # 1 250' \ % Slope AREA 2 V2956.34'Top 957.74'Top of 1.5" Steel Conduit Ell of 1.5" Steel Conduit 958, 165'' 210' � BM 2 r BM 1 956.34' 954' 165' 169' STATE HWY 35 (324') L 956' 60' 210' 1"=60'� St Croix County, Will 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 Ceditd SM y Maps Mel. Subdi—b. Contours 10ft co�' loft comodn loft DeVroesbn Contours 211 G. ,. 2ft C-1— 2fl DeM.1.n N 1 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 I IMM1525 PM 1 Page 4 cif 5,'\J e. EX. LOT LINE T LINE EX. 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