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Home My WebLink About040-1062-30-000 (4)995 oeertmerit Of`' y' #2195 SOIL EVALUATION REPORT C , S P Pro Safetylant i in accordance with Comm 85, Wis. Adm. Code Page 1 of 5 r ,� 5 Schmitt Soil Testing, Inc. "j, IP County Attach comp) to site plan on pa (�r�pt11$ss t n '/z x 11 int Tres irr ize�-F1 St. Croix include, but n t limited f ference point (BM), direction and ---- percent slope, cale o�ypt1 rrow, and Iocatiorm-e road. Parcel I.D. Co �tMV Please information. � 0 0-1062-30-000 iev�ed By D ale print all Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location E W Homes Inc. ! 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 City State Zip Code Phone Number ' Ji City _ 1 Village i __j Town Nearest Road River Falls I WI 1 540221 Troy Glover Rd & Hwy 35 r'> New Construction Use: L_J Residential / Number of bedrooms Code derived design flow rate GPD Replacement i J Public or commercial - Describe: TBD (100' X 100' area tested) Parent material Outwash (Pillot Series) Flood plain elevation, if applicable NA General comments Septic Location #3. Area is suitable for a conventional system with a 0.7 gpd/sgft rate. System elevation for entire ar a is 964,.3 and recommendations: Drainfield to be installed 12 inches minimum into loamy sand or sand for 0.7 rate. Sim SN Ml 'A , Q,eQ rTIOalpa 1 I u Boring # F- Boring �) ` f - Pit GGii Horizon Depth in. Dominant Color Munsell 1 0-13 10yr3/3 2 13-19 10yr4/4 3 19-32 10yr4/4 t 4 D 32-42 10yr4/6 5 42-50 7.5yr5/6 �kp 6 50-115 10yr6/4 � 96ftid su Q�p Pting ctor in 15+ Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots none sil 2fsbk mvfr as 1vf none sicl 2msbk mfr gw 1vf none sil 2msbk mfr gw ------ none sl 2msbk mfr gw ------ none grs Osg ml cs ------ none s Osg ml ---- ------ 01ye ! O A Application R, GPD/ft2 *Eff#1 *Eff#2 0.6 0.8 0.4 0.6 0.6 0.8 0.6 1.0 0.7 1.6 0.7 1.6 F2 ]Boring # F_' Boring Ell, Pit Ground surface elev. 968.80 ft. Depth to limiting factor 110+ 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 sil 2mgr mvfr as 1vf 0.6 0.8 2 14-26 10yr4/4 none sil 2fsbk mfr gw ivf 0.6 0.8 3 26-40 10yr4/4 none grsl 2msbk mfr gw ------ 0.6 1.0 4 40-53 7.5yr5/6 none grs Osg ml cs ------ 0.7 1.6 5 53-110 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS <30 mg/L SST Name (Please Print) Signature: CST Number Thomas Jrhomas 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. WA Parcel ID # 040-1062-30-000 Page 2 of 5 k3e 3 Boring Boring # Pit Ground surface elev. 968.43 ft. Depth to limiting factor 110+ 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 0-10 10yr3/3 none A 2mgr mvfr as 2vf 0.6 0.8 2 10-20 10yr3/4 none sil 2fsbk mfr gw ivf 0.6 0.8 3 20-26 7.5yr5/6 none s Osg ml gw ------ 0.7 1.6 4 26-48 10yr6/4 none grs Osg ml cs ------ 0.7 1.6 5 48-110 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 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 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 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 a 150 mg/L * Effluent #2 = BODS < 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 TTY 608-264-8777. SBD-8330 (R.07/00) Schmitt Soil Testing, Inc. GLOVER RD 278' I Conducted for: Conducted B � Y: , EW Homes Inc. Thomas J. Schmi 7 y 526 Rolling Meadows Drive L R> er Falls, WI 54022 CST 2274 9 Troy Condo Garages 12-22-2021 Location # PID: 040-1'062-30-000 o NW1/4 SE1A S8 T28N R19W Town of Troy SEE PAGE 4 OF 5 FOR FULL VIEW OF LOT BM 1 973.88' B3 344' ' � LOCATION # 3 AREA 2 1 % SLOPE 263' AREA 1 BM 2 974.58' 81 co 353' B2 00 �973.88' Top of 1.5" Steel Conduit BM 2 974.58' Top of 1.5" Steel Conduit 970' lit 972' 164' 966' GLOVER \ RD 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 Cer W survey Maps MN., Su dwv Contours 1 ft copmers sort contours loft Depression Contours 2ft Contours 2ft Como 2ft Depression N � O 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 � am Page 4 /f 5,' 1 / E. EX. LOT LINE - - EX. LOT LINE EX. 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