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HomeMy WebLinkAbout030-2124-80-000 (2) Wis4Dnsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.13 .0 3 0 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. _ Please print all information. Revi ed IV Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m))., ~f Property Owner Property Location vv. Quest Development, Inc. Govt. Lot E 1/2 1/4 SW 1/4 S 25 T 30 N R 20 E(r)❑W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# Suite 150 10700 Old County Road 15 8 Birch Park City State Zip Code Phone Number ity ❑ Village ■ Town Nearest Road Plymouth MN 55441 ( 7¢3-595-9512 County Road E St losenh a New Construction Useo Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD Replacement ❑ Public or commercial - Describe: Parent material T oess over out wash sands Flood Plain elevation if applicable ft. General comments This site is suitable as a below grade conventional syste 1.1 and recommendations: ` o7 e4,x .2.0 % 57 1❑ Boring # Boring ' I tX o Pit Ground surface elev. 99.85 ft. Depth to limiting factor >96 * ca ' to Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bou ark' Rom GCrr P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ; , . *E `y* 2 1 0-36 10yr3/2 is Ifgr mvfr cs f I r✓ ` 1.2 2 36-96 7.5 r4/4 s Osg ml - - .7 1.2 J 27 Boring # ❑ Boring 89.15 >96 0 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/f? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-34 10yr3/2 is Ifgr mvfr cs 2f .7 1.2 2 34-96 7.5 r4/4 s Osg ml - - .7 1.2 * Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BO < 30 mg/L and TSS 30 mg/L CST Name (Please Print) n tur CST Number Thomas C Nelson 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 12/13/01 715-246-2454 r. c a u 0 tu. tl ' Property Owner Quest Development.Inc Parcel ID # Page 2 of 3 ❑ Borin # Boring g 0 Pit Ground surface elev. 101.85 ft. Depth to limiting factor >96 in. Soil lication 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 1 0-96 10yr3/2 - is Ifgr mvfr - - .7 1.2 ❑ Boring # F] Boring n 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 Q Boring F-1 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 *0#2 * Effluent #1 = BOD, > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD, < 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) rr c~ Lu 1 8 3 a~3 Of V- 120t5 h 1 r P4C-7A,,C9 i 1V (r-- 1-07- To /346- 1`I-SS1'6-V 46:-v ~I- N6Al AND i V IV 0.,j- L P/1V 67X% 57 -/t,6- ~ 30 • ~3 ~ • z o • o~ 4r50-,V TAG T- IviS . .0 3,9 • 2 o3 J• SD • &ov N1AVER' 030 .2-0 /0 - OrV 0 30 • Z U Lf~ . 70 + M70 Ulbricht & Associates Private Sewage Consultants O 3 © • 20 Lf~ • • ~ 055 O'Neil Rd. Hudson, Wis. 54010 ~lS 3.?G 3 ye{"- 1 r C as (-Jf Qt'11 Z~Q at evnc~r.~' (t)U 6 r1 1 0 • y u ti dl gC, P5 `L jC 3.t30 63 vti.~u N N 'D I 12o' ~-V tf"%4 t. 5 . hr~c- C, Z~7 3 v°7 PEtip I' N G-- Z-07- TO f3 E ~9-SS~ (r v F7J ~0~ I sYV I AJ + tij5u, 141D i 0'9 U,efL P/1V eev rte, 7- 4VI:5, 0 3D :x-03 L o G-~'GC ~vSCE 10A,57-6i V 3o 2 03y. So , OUV P/viW32G95 'N 030 . 2-0 39 . /0 . C70"~ Ulbricht & Associates o 3 d • z, v yo • 70 OOD Private Sewage Consultants 656 O'Neil Rd. 0 a y ~ Hudson, Wis. 54016 -715.3?(o• of/? S' 7/ 5 - 7?:L. ' 3 ye{Z-•