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Home My WebLink About018-2007-20-000 W Page of y lsconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County $ Attach complete site plan on paper not less than 8 1J2 x 11 inches a BMsizeect ndt Parcel I•D• include. but not limited to: vertical and horizontal reference point ( (W), d p 1 , percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Reviewed b Date Please print all information. Personal information you provide may be used for secondary purposes (Priv Law, s,t15.04 (1) (m)). P iUporty Location owner w.. Lot 114 114S TiQ9 N R E (or Property ~ ~ ~~~L~Q e.... .~u. lo. Property Mailing Address ot # Block # Subd or CSM# 0 lL r Ivy- v lex.) < City ❑ Village To Nearest Ro I /t? • Phore.~Ibu City State + Zip Code 70 i ( ` /7 : GPD `.n„ ---J Code derived design flow rate New Construction Us Residential ❑ Replacement ❑ Public or commercial - Describe: --j/ ,~c~y ~y v ft. nA Flood Plain elevation if applicable Parent material General comments and recommendations: ~y ~~✓t^~ / SG Boring 6 in. Boring # Ground surface elev. ft. Depth to limiting factor soli ication Rate Pit Roots GPD/ff ,,,iii"`"' Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary in. MunseA •Eff#1 •Eff#2 Qu. Sz. Cont. Color Gr. Sz. Sh. .J Boring # RBones Pit Ground surface elev. Sdft• Depth to limiting factor 34 in. Soil lication Rate © Roots GPD/ff Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary • Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 i Etf#2 in. in. Munsell F / . U r 3/z- i-' tS~ ~ C ~ rT • Effluent #2 = BOD ~ 30 ~ and TSS < 30 • Effluent #1 = BOD > 30 < 220 mgll. and TSS >30:! 150 mgn- Numb 226900 CST Name (Pima Print) Sig CST ST Number Bird Plumbing, Inc. Shaun Bird Numbe Date Evaluation Conducted Telephone r 715.246-451 r Address 1008 192nd Ave, New Richmond, WI 54017 I . 2, Q . Property Owner Parcel ID # Page of Boring # E] Boring n APit Ground surface elev. / ~ ft. Depth to limiting factor ~ in. Soil Application Rate "Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ef1#1 'Eff#2 0_ f0 ✓*~2 SI b 1 F ry) 3 b-Z - r k F' Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal ication Rate Horizon Depth Dominant Col Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ef1#1 •Eff#2 Boring F-1 Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Sal 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 = BOD3 > 30 < 220 mg1L and TSS >30 < 150 mgA- ' Effluent #2 = SODS 130 mg& 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. seo-e330 (RAMI) Soil Test Plot Plan Project Name P.C. Collova Bldrs. Inc. Shau d f, Address P.O. Box 489 Somerset Wi 54025 CS #226900 Lot 2 0 Subdivision Farm View Ridge Date 5/8/04 S W 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 97.0' *HRPSame as Benchmark Alternate Benchmark Top of 1/2" Pipe @ 100.2' B.M. t 215' Property Line B.M. 100 96' 95' 60' B-1 40' B-2 60' 5% Slope 367' -3 Property Line Scale is 1" = 40' unless otherwise noted 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 o~ cn N 89'51'32" E 1316.00' UNPLATTED ANDS L14 L12 i 330.63' L17 L,s 308.46' w HWE =1062.2' 653.99' - - - - T - - - LBO =1064.2' 20 / N \ HWE =1055.0'L16I L20 15.00' 160607 S.F. N \ LBO =1057.0' ; 0 =1057.0' 3.69 Ac. /&J, 15.00' I~ - - N 87'34 27"W-k06 31 ~z 30 1347`222 S.F. I~ to 1 2.80 Ac.F. I 21 0' 70 c'i 81160 S.F. 3.09 Ac. h N 1.86 Ac. / \ N I N ao 09'01 " 28 80' TEMPORARY W / 122374 S \ a9 CUL-DE-SAC J -215-46' 44 58 ~o \ 21& Ac.. \ f .-4 BE REMOVED O JO ^ \ \ CP. A UPON EASTERLY -7 EXTENSION OF W ?26. 2' _ -7 / \ \ \4- \ \ ~N ROADWAY. / M 304 S.F. o;/ ~N//` \ \ \ 1s \ Z Z ;V I 1.52 Ac. / owo I / / \\~~86 \ \ T C23 S 10 Q Z 80' TEMPORARY 27 \ \22• \ V :t Li CUL-DE-SAC 71902 S.F. BE REMOVED 23 \ N 1.65 Ac. `P+~'' i Z WESSTTERLY 113623 S.F. N / \ \ \0.35 \ \ Fj G,9 _ -1~--- EX7EN50N\ 2.61 Ac. , HWE ROADWAY. N d \ \2 C) Zi 5276j o l v co 00 Lo C~ / N 8732'18" E ~A 1 81.84' i 6 cj/ 31 / 891 S.F. ~ 1.60 Ac. 82454 S.F. C.36, \ 6;,.S3' 1.89 Ac. \ \\k.A % Nc,! / roN/ \ \6\~, / / / /1 N 84'40' W \ `c Nil / v~j > \ \ \ /ip ~5 9 \ a l 25 J N V \ / \ 66514 S.F. 32 N ! 1''.\\ 1.53 Ac. 79961 S.F. o / o' / 1.84 Ac. rnI A \ \ \ \ \ \ 2369 it ' L - N 8221'33" W 459.01`~~ _ ,B \J ~ 19 \~0 24 69641 S.F. J 72161 S.F. A 1.60 Ac. 1.66 Ac / 0)/ <ti 33 c) 88149 S.F. 6 C' ♦ 6521. \ \ / N \ ~>>4 2.02 Ac. / \J rJl \ \?89 S" 18 \ 8215' 652~2 F\ 317 66 J co 72244 S.F. 34& \ - - - 1.66 Ac. 22 s' / 1 \ ti / / \ 8 9j / / / 66474 S.F. I. S 89'26'33" W / V 1.53 Ac. I \ . s' 17 4-'V 7-5 to N s\ I--, C`'y 68909 S.F. 5$'4 1. r-~ 1.58 Ac. 7 W 336 0.