The URL can be used to link to this page

Home My WebLink About018-2007-32-000 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page / of bivision of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County ~ ~ ~ Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must ' / include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. ~livl 7 ~c_ U percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Reviewed b ?l Date Please print all information. P 40 Personal information you provide may be used for secondary pub Property OwnerI', Property Location n Govt. Lot ~G 1 /4 114 S T p(9 N R E ((or w Property Mailing Address Lot # Block # Subd. me or CSM# j 3 fill city State+ Zip C I e Phone Number ❑ City ❑ Village Town Nearest RoaU r- GPD 11111111 New Construction Us Residential /Number Of rooms ~W Code derived design flow rate ~ ❑ Replacement ❑ Public or commercial - Describe: - _ Parent material nrl6 rd S Flood Plain elevation if applicable - ft• General comments .S~ a ✓ac it'~:t~v V U and recommendations: Swi Boring # pit Ground surface elev. ft. Depth to limiting factor in. r*Eff#1 l Application Rate EEIng Hwizort Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft? 'Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 3 rJ 7~ E S mm W -m - i Boring # Boring ~ ~J ® Apit Ground surface elev t ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/lf Sz. Sh. -Eff#1 'Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. 0--J R W3 - t e 5 (10 11 Y,!5/7 ~o L1~ f • Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:S 150 mgA- ' Effluent #2 = SOD 30 mg/L and TSS < 30 mg1L Signatu CST Number CST Name (Please Print) ~ 226900 Bird Plumbing, Inc. Shaun Bird Tele hone Number Date Evaluation Conducted P Address 'y 715-246-4516 1008 192nd Ave, New Richmond, WI 54017 c.~ lot S a Property Owner Parcel ID # Page of 10 © Boring # [D .BoPBoring Ground surface elev. U ft. Depth to limiting fador in. Soil Application Rate -'Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAT in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 0-1L or 5/Z- mrr C s r 1. (3 2_ 2 L`I V S C I` ✓ 1--6 7,5 qj~ Z S r I - vrl CV) i ar a j4A r- a Boring # ° Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil ication 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 ❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. F-1 ❑ 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 'Ef'#2 Effluent #1 = BODE > 30 1220 mg1L and TSS >30 1150 mgA- ' Effluent #2 = BOD6 < 30 mglk and TSS < 30 mg1L 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. SOD4330 (RAM)) Soil Test Plot Plan 'Project Name P.C. Collova Bldrs. Inc. Sha 'Bird Address P.O. Box 489 / Somerset Wi 54025 CSTM #226900 Lot 32 Subdivision Farm View Ridge Date 5/8/04 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 100.1' *HRpSame as Benchmark Alternate Benchmark Top of 1/2" Pipe C 100.2' Scale is 1" = 40' unless otherwise noted 98' 189' B-3 60 Slope Property Line 100' B 2 35' 10' B-1 20 6 20' 459' Property ine B.M. 30' Alt. .M. 3 M N 1 /4 CORNER, SECTION 5, FOUND ;v °1 SURVEY NAIL NORTH LINE OF THE SW 1/4 OF THE FRACTIONAL NE 1/4 °o~! cn N 89'51'32" E 1316.00' UNPLATTED LANDS ua u HWE =1062 2' 330.63' - - ran L15 308.46' - L12 l80 =1064.2' T - 20 / N \ HWE =1055.0' I Lis I 220 I~ 15.00' 2 co ~ LBO =1057.0' HWE =1055.0' 160607 S.F. K) \ \ ,I I! LBO =1057.0' 3.69 Ac. o~ ry Mco \ \ II liN 15.00 I~ - - _ N 87'34'27_W 506.31'_ _ ' I 21 -7 29 w 121~QO S.F. N ry \ i 134722 S.F. I to 2.80 Ac. 70 I 81160 S.F. ~t• 3.09 Ac. ry o '4: 1.86 AC. \ ~ r1 IN N c N 80 0g.01 " 28 So- TEMPORARY W 441 C 122374 S4& \ cP~ g ate-of -L SAC ^ 1 EASEIAEN TO (4 215.46 =58 co 2.11S Ac. , v BE REMOVED aD UPON W I / 226 ,12' \ \ \ \ N EXTENSION OF 41 / ROADWAY. o M ' iv 0304 S.F. of \ \ SR~ \ II Z Li I 1.52 Ac. / N~~ \ \ \ SLR \ \ \ 1,I g- o 2 °o I «i / /~I T C23 S V) Z 80' TEMPORARY 27 W EEAAS`EMENT U 71902 S.F. \ \ V G'~"` / - - REMOVED co 23 s 1.65 Ac. i UPON wESTEIUY M 113623 S.F. N \ \ \035 \ \ \ 4j `L 4Z~P9 Z EXTENSION OF 2.61 Ac. alff O ROADWAY. \ / hVi N d \ \2 G~i G`L G AWE76~ \ ~I / bo N ..I/ \ X226 11 c~ / N 87'32'18" E 26 \ \ \ tip/ (o t \R~ 81.84' 891 S.F. 31 C 1.60 Ac. , 82454 S.F. G~%/ 1.89 Ac. 0\ 0 l Ls_ N 84'40-4- ui\ /moW 5 Nc,!~W / \ \ 6• co 0 -14- LAI A4- 25 p N V \ \ 66514 S.F. ' / • 32 N A \ \ \S' 1.53 Ac. o~ 79961 S.F. co \ \ \ \0 p / 1.84 Ac. MI \ \ \ \ \ X2369. 3 / M / ^ L - N 82-21',33- w 459. Lai 69 641 S.F. 72161 S.F. / •ry /N / W 1.60 Ac. 1.66 Ac. '(0 s 33 /2 88149 S.F. SG~~ \ C`~9~ \ \ s52/ \ \ \ / / / N \ \>>4 2.02 Ac. 6 Nlb 18 \ \82,5'\ 22•. f\ 86 \ \ J CV / \ \2\~S• 72244 S.F. 1.66 Ac. 2289, 1.53 Ac. . 3~ 19 S 66474 I S 89'26 33r W ~ ?8 P \ ~ ~ / / V \ 17 io ti 7~86\ 68909 S.F. /--N ~53g•4 n t`I _ / 1.58 Ac.