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HomeMy WebLinkAbout018-2007-25-000 (4) r SOIL EVALUATION REPORT Page of 5 Wisconsin Department of Commerce Nvision of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code JJ county 7~- Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must UG) J ) include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Reweave Date. Please print all information. Personal infomwtion you provide may be used for secondary purposes (Priva ,V 9:Od (t) (m)). CI / / Property Ow^er Pro rty locatio/n 'A O( / Govt. Lot 1/4 114 S 7 N R E (or W 11 Property Mailing Address dot # Block Subd or CSM# city Nearest Ro State + Zip Code Phone Number io city ❑ Village Town 117 ( ) yL ..`Y< Code derived design flow rate ~ GPD New Construction Us Residential / Number of bedrooms' ❑ Replacement ❑ Public or commercial - Describe: ft .rs rxn -i- nL 5 Flood Plain elevation if applicable Parent material General comments and recommendations: sj 5- S' Boring Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Zedox Description Texture Structure Consistence Boundary Roots GPD/rf in. Munsell . Cont. Color Gr. Sz Sh. J J 'Eff#1 •Eff#2 77 9 ~ , Boring # kBoring pit Ground surface elev. Depth to limiting factor i^ Soil alication Rate © Horizon Oepth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff •Eff#1 •Eff#2 in. Munsell Qu. Sz. Cont Odor Gr. Sz. Sh. /,'0 fin ~r 5( ~ ~ ~ ~e 3 7.5 ~/v C t~ rMr. 30 mg(L EeErd > 30 < 220 mg/L and TSS < 150 ~Effluen t #2 BOD 30 mg/L and TSS T Number l2 T Numb Bird haun Bird CS Date Evaluation Conducted TelePhone Number Address rv 715-246-4516 1008 192nd Ave, New Richmond, WI 540 7 - Property owner Parcel ID # Page of ~I r Boring # ❑ Boring ! Dl~`'L ® .pit Ground surface elev. ft. Depth to limiting factor in. Soil Appl Rate "Horizon Depth Dominant or Redox Description Texture Structure Consistence Boundary Roots GPDHf A-~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 O 5/7- CS 1/ro C act s y/~ 5 i s F~ Boring # ❑ Boring [D Pit Ground surface elev. ft. Depth to limiting facts rn Soil -Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/If in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 ❑ 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. •Eif#1 'Eff#2 • Effluent #1 = BODO > 30 1220 mg/L and TSS >30 1150 mgA- ' Effluent #2 = BODS 130 rng1L and TSS 30 mgfL 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. SBD4330 (e.raoo) Soil Test Plot Plan Project Name P.C. Collova Bldrs. Inc. Sha it Address P.O. Box 489 Somerset Wi 54025 ' CSTM #226900 Lot 25 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 105.5' *HRpSameasBenchmark Alternate Benchmark Top of 1/2" Pipe @ 100.2' 155' Property Line Scale is 1" = 40' unless otherwise noted 103' 104' B-2 10' B.M. t. 15 3 B. 6% 5, -3 Slope 55 Pro Town 424' Property Line Road B-1 5' 120 3 M N 1 /4 CORNER, N SECTION 5, FOUND SURVEY NAIL NORTH LINE OF THE SW 1/4 OF THE FRACTIONAL NE 1/4 o N UNPLATTED LANDS (f) N 89'51'32" E 1316.00' L14 -330.63' L17 L18 308.46'_ u HWE -10622' 653.99' - - - f - - - L12 LBO -1064.2' / N L76 I L20 HWE -1055.0' I N 20 LBO -1057.0' HWE -1055.0' I~ 15.00' 160607 S.F. /p^)v- I I LBO -1057.0' 3.69 Ac. \ 15.00' I - - - N 87'3427" W 506.31' - / / \ \ \ - - / ~Z z 3~0~~ F - -7 ~a1a 29 w 1248 S.F. I 21 cV s 134722 S.F. I Ln 2.80 Ac. 04 81160 S.F. /ct~ 3.09 Ac. I~ N 70 I 1.86 Ac. /V, OD L N 80-09.0 " 28 SO' TEMPORARY 1 441. r C 122374 S Ln EA~ENT TO J ~ 21 .46• -N- 5g~ J ~O 2.1& Ac.. w OVED UPON tn --7 Q / ?26' 12, p ' \ \ \ \ \ I N EEXTON OF / ROADWAY. 2~ ~ N 8304 S.F. / N CYJ* \ \`~1e y _ Z w o I 'n 1.52 Ac. / N/ tl ~L T 5mo co \\A~s / I C23 S (JO a W TEMPORARY 27 cp w EA~~ 71902 S.F. \ G~ I; REMOVED 23 \ V 1.65 Ac. F- WESTERLY M 113623 S.F. ry / \ \ \03S HWE -1ff76 z EXTENSION OF 2.61 Ac. dill O ROADWAY. \ / / N/ \ \ \{y 4 L8 J` \ J 1n`F\ ~C3R~ N 8732'18' E 26 \ \ Vry/ / ~i c81.2' / Lz 891 S.F. 31 N' cl 6~. 1.60 Ac. 82454 S.F. f 1.89 Ac. U/ c~ \ s d \ c~ cr N N \ ~61 U_ N 84'40' " W t!\ \ v \ o 65 Nt,►~W / h \ \ \ 1 ~1' 6' lip ~ ~ ii 49 `mow: 25 N 0= V \ / \ H 66514 S.F. OA 32 N \ / \ \ 66. 1.53 Ac. Op / /d / M 79961 S.F. '0 0 So \ \o \\0u%~ \ \S\3\ / w M / tlo / 1.84 Ac. MI \ \ \ \w4236g- L - N 8221'33" W 459.01 19 \\\30 24 \ / o 169641 S.F. \ A3 72161 S.F. ~o /N / W~ 1.60 Ac. \ $p \ 1s6 Ac. j//`am yc3\ b~~\ 0)/ 33 ~N \-~a 2.02 AF 6 6 )S,~ 212?,, 3116 co g \ 89 6 v 18 F \ _ 72244 S.F. .~1' `3116 \ / / / / 3lP 1 - - - \ \ 1.66 Ac.~ 66474 A.F & I S 8926'33' W 1.53 o \ 17 t / LN 75 .t to Al 6\ \ %K~ / 68909 S.F. X546" n 1.58 Ac. /./_ap / w 336 0 „