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Home My WebLink About018-2007-33-000 (2) SOIL EVALUATION REPORT Page Of Wisconsin Department of Commerce Ovision of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. ~Z percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Reviewed L / J CJ 7 Date Please print all information. /4/ iPr' s. 15.04 (1) (m))- T I- I Personal information you provide may be used for secondary purpos Property Owner p Property Location Y .1 14 Govt. Lot 1/4 t~ X1/4 S T ( N R E (or W Property Mailing Address Lot # Block # Subd. a or CSM# ❑ Village Town Nearest Ro State, Zip Cod nne N tier . ❑ city city ( O~ Code derived design flow rate GPD New Construction Us . Resider ❑ Replacement ❑ Public or commercial - Describe: ;i/-)7 Flood Plain elevation if applicable Parent material f'` J - ft• General corrrnents and recommendations: Sy 5 (e, " ~ J Boring ID # Boring Pit Ground surface elev. -93.4 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth ]!Munsen minant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF Gr. Sz. Sh. `Eff#1 `Eft#2 in. Qu. Sz. Cont. Color "311- ~i - 6~1 Boring 0 kBoring Application Rate Ground surface elev. ft. Depth to limiting factor- in. F-E Pit Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary RD/f~ Gr. Sz. Sh. `EfF#2 in. Munsell Qu. Sz. Cont. Color f 0-1 3 c Z -30 W ;U V--(a L, Iq ` Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:5 150 ' Effluent #2 = BOD 30 mg/L and TSS < 30 mg/L CST NaM (Please Print) CST ST Number Numb Bird Plumbing, Inc. Shaun Bird 4~lure 226900 Number Date Evaluation Conducted Telep Address ` l/ 715-246-4516 008 192nd Ave, New Richmond, WI 540 c~ 1 lad 3~ Property Owner Parcel ID # Page (9 of ❑ Boring © Boring # ►Pit Ground surface elev. ft. Depth to limiting factor 30 in. Soil Application Rate "Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 -1 q 5( .z 218r r rh (o e 1 1~ ( a a 3 30- `f d 5-, 9A. ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring ❑ Boring # Ground surface elev. ft. Depth to limiting factor in. 11 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 '01#2 Effluent #1 = BOD, > 30 < 220 mglL and TSS >30 1150 mgA. ' Effluent #2 = BODs 130 mglL and TSS 30 mglL 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. SOD-9330 (8.6/00) i .3 Soil Test Plot Plan Project Name P.C. Collova Bldrs. Inc. Shaun Address P.O. Box 489 Somerset Wi 54025 C #226900 Lot 33 Subdivision Farm View Ridge Date 518104 SW 1/4 NE 1/4S 5 T 29 N/R17 W Township Hammond ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 95.9' *HRPSame as Benchmark Alternate Benchmark Top of 1/2" Pipe C 100.2' 426' Property Line Scale is 1 40 B-2 6%ope unless otherwise 94' Slope 45' noted 10' B-1 s0 95' 10' 30 0 B-3 N 200' Property Line Alt. B.M. B.M. 230' Property Line 3 M N 1 /4 CORNER, SECTION 5, FOUND o N SURVEY NAIL NORTH LINE OF THE SW 1/4 OF THE FRACTIONAL NE 1/4 UNPLATTED LANDS cn N 89'51'32" E 1316.00' U4 330.63'- u7 u8 308.46'_ u HWE =1062.2' 653.99' - - - - T - - L12 LBO =1064.2' / W HWE =1055.0' iL L20 20 / w \ ~WE =1055.0' 15.00' 160607 S.F. CO \ \ LBO BO =1057.0' LBO =1057.0' 3.69 Ac. 0) \ I ' 15.00' IJ - - _ N 87'34'27" W--5O6 31 ' - / / \ \ \ i - - - - - - - - - \ %Z }g~o~~ o - \ \aa 29 w 12*f S.F. N 21 M N \ % 134722 S.F. ~ 2.80 Ac. I 81160 S.F. 3.09 Ac. J I o ~ .I 1.86 Ac. \ \ IIII N 00 L- . N 80 -09-01. 28 eo TEMPORARY iv -W_44158' 122374 S,& \ cP~ at.-O&SAc \ 1 EASEM V. TO ao 215_46! \ 2>S Ac. I -4 j oll. G W UPOIREYOVED / 3 I / 2262' \ \ \ \ \ I N EXTENSION OF / W _ ~2~ c/ R~ \ \ I / Of \ s M s / \ As _ F- iN 6304 S.F. 0~/ N \ 0 ~ o I 1.52 Ac. 4- \ II S ~ I / \\\sr~s~ C23 M W in z Q 80' TEMPORARY 27 `P W EEAASBAO O •d 71902 S.F. \ \ G / - - BE REMOVED / / 23 \ V e 1.65 Ac. UPON STERLY M 113623 S.F. N / \ \ ~Q.3S y \ \ ti g~ G19 -C61- WE Z EXTENSION OF I I 2.61 Ac. HWE =1 76 0 ROADWAY. \ 2 / / N / d \ \ \{y G / /~GZ~ L\8Q C ~~`F\ \ 3~ N 8 8 E 81.84 26 i, 1 691 S.F. 1j, 31 \ 1.60 Ac. ^ ' 82454 S.F. C 6' \ \ \ ~S3' Gcl, / , i 1.89 Ac. N 84-40-4- \ -i-\' Ui\ NWT / \ \ ~~~j• 6' /i0 _ _ 49 LAI 25 / p 66514 S.F. 32 N r v'-\ \ / \ \ 66. 1.53 Ac. \ \Sl 79961 S.F. o \\c') h \ \3" / co / ~ 1.84 Ac. t/"c / Z L _ N 8221W \ \ \ A \ \ ~w~236, 3 9 459.01• 9 oil c,\\ 19 10 kp 01 24 69641 S.F.' \ljo 72161 S.F. co 1.60 Ac. 1.66 Ac. A~\ 33 Ac. 6 09 / ~/0~ C3~ H \ \ \ \ \ \ / /2 88149 S.F. 18 \ ~s'~ 22'• Fem. s• / \ ~~s• 72244 S.F. 6 / / / l~ 1.66 Ac. 34& 2 66474 S.F. W S 89'26 33" \ p / \ 91 / / / v / 1.53 Ac. I co \ \8 s' 17 ~i to to 68909 S.F. IV X535.4 nl 7~8 / 1.58 Ac. 'w-3360,.