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HomeMy WebLinkAbout030-2124-10-000 (2) P4 PPPDepartmentofCommerce SOIL EVALUATION DEPORT Page 1 of 3 ,f Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix ech complete site plan on paper not less than 81/2 x 11 inches in size. Plan must elude, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 330. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all intbrmatfon. Re ' wed ate Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(l) (m)). Property Owner Property Location Quest Development, Inc. Govt. Lot E 1/2 1/4 SW 1/4 S 25 T 30 N R 20 E❑(or))WW Property Owners Mailing Address Lot # Block # Subd. Name or CSM# ,'vG S) Suite 150 10700 Old County Road 15 1 Birch Park J City State Zip Code Phone Number ity FlVillage Town Nearest Road Plymouth MN 55441 ( 7¢3-595-9512 County Road E Q New Construction UseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD Replacement Fj Public or commercial - Describe: Parent material i .oess over not wash san&-, Flood Plain elevation if applicable ft. General comments and recommendations his site is suitable for a mound system or at grade system. Additional boring elsbvhere olr!ltte ropef~ ht ~ b PIS reveal a site suitable for a conventional below grad sySfem. P~rr~ m / Ldp 79,02 Boring LO 7-3 ~Gf/~d° C(/~LG(~T' al gY CRS 1 Boring # 44 CW 1r 0 Pit Ground surface elev. 99.29 ft. Depth to limiting factor irk, 1 ~WN Soil ApptKalWh Rate i` Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boun f Roots /tF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#2 1 0-9 10yr2/2 is lfgr mvfr cs 2f .7 1.2 2 9-38 1 r3/2 is Ifgr mvfr cs if .7 1.2 3 38-44 10yr4/3 is lfgr mvfr cs - .7 1.2 4 44-78 10yr4/3 fiV.5yr4/6 Ifs Om dh - - .4 .6 2 Boring Boring 100.4 43 ❑ ❑ Pit )round surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth nt Color Redox Description Texture Structure Consistence Boundary Roots GPDN in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr2/2 Is Ifgr mvfr cs 2f .7 1.2 2 9-37 1 r3/2 is Ifgr mvfr cs if .7 1.2 3 37-43 10yr4/3 is Ifgr mvfr cs - .7 1.2 4 43-50 10yr4/3 fi177.5yr4/6 ifs, Om dh - - .4 .6 * Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = WD 5:5 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Thomas C Nelson 227387 Address Date E ation Condu Telephone Number 1432 120th Street, New Richmond, WI 12/09/01 715-246-2454 0 R 1 G I IN' A L Owner Q evelopment.Inc Parcel ID # Page 2 of 3 f 3 1 Boring Bring u F1 Pit Ground surface elev. 102.30 ft. Depth to limiting factor 49 in. Soil Application Rate Horizon Depth ominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-9 10yr2/2 - is lmgr mvfr cs 2f .7 1.2 2 9-38 10 r3/2 - is lm r mvfr cs if .7 1.2 3 38-49 10yr4/3 - is lmgr mvfr cs - .7 1.2 4 49-56 10yr4/3 fif7.5yr4/6 ifs Om dh - - .4 .6 ❑ Boring # ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ID Boring ❑ Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' Effluent #1 = BOD, > 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 TTY 608-264-8777. SBD-8330Test (R.07/00) ~ii r I 1 Ch ~ qr ~ L. v I h~ Cn o ~J .T tpti W 3 vA p S y0 Qr1) I0pX Aa6k,,V ►u0' q9S a2 , o o , y o , ' 133 ids -3u 2 Z 7 3 ) .7 f~~~vC~iNG- GOT To 136- 4-SS'j -,v6-o ~F ~IJEGV /itJ D % (/i'/' U L P/ l/V /.SSv/t v 6:5- ©!c ~ 3D • ~3 ~ • Z o ~ o~v 't 3 d • Z o3 J. 50 - ouv ,S4`V MAST~i d 3 p • 2-0 3,k • /0 . ,OOV 191vi'7 -2cS %,.-t Z©- Privatet5 & Associates Sewage Consultants D 3 O , 2.a yd • go . gvv 655 O'Neil Rd. " Hudson, Wis. 54016 _715. 3.?G - 5- 7/ 5 - 77 2- • 3 y~{---