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HomeMy WebLinkAbout018-2007-19-000 (2) Page ~ of SOIL EVALUATION REPORT Wisconsin Department of Commerce Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County 3 Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must /I/ r~ 1 include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. L rest road 1 percent slope, scale or dimensions, north arrow, and location and distance to nea. Revie Date Please print all information. v» Personal information you provide may be used for fecondarp° t (ml) Vw ' Pro a Location 9 Property owner' /4 _14S T C)t / N R E (or W , C4 Govt. Lot or CSM# 4 Lot 0 ock # Subd. - I Property Mailing Address rt ❑ Village Town Nearest Ro State + Zip Code Phone umber' Y O_ J Code derived design flow rate Irv GPD New Construction Us . Residential 1 Number of bedrooms O Replacement ❑ Public or commercial - Describe:/ nn Flood Plain elevation if applicable Parent material General comments and recommendations: 54',5 4%- (e, ✓z.c!~~ 15-0 Boring in. Boring # Ground surface elev. ft. Depth to limiting factor Soil ication Rate Pit Roots GPD/fP Hortzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary •Eff#1 'Eff#2 in. Munselt flu. Sz. Cont. Color Gr. Sz. Sh. J11- I -1L ~31t, 7 in. Boring # Ground surfaceelev. !!~ft• Depth to limiting factor Soil lication Rate ® Pit Roots GPD/ff Horizon Depth Dominant ominant Color Redox Description Texture Structure Consistence Boundary `Eff#1 -Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -1 Z 31z, , --3 7• s 7,j Effluent #2 = BOD < 30 mg/L and TSS 30 mg/L • Effluent #1 = BOD > 30 < 220 mgi'L and TSS >30! 150 CAST Numb r 226900 CST Name (Please Print) Bird Plumbing, Inc. Shaun Bird Date Evaluation Conducted Telep715hone hone Number beer Address ,moo L/ -246-4516 1008 192nd Ave, New Richmond, WI 54017 Parcel ID # Page of Property owner © Boring It Soil Application Rate ~❑j Boring Boring Ground surface elev.`' ft. Depth to limiting factor in. Boundary Roots •EGPO1fPE ' Horizon Depth Dominant Color Redox Description Texture Structure Consistence in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 0_~~ 312 S ,b cl ~r w lF Z - 10 U'( ,3 - YA sI IC F' `l~S `f re L f r~ b 1 - wt' I-rip 'n /'0'- (It/&L Bori ❑ Pit Ground surface elev. ft. Depth to limiting factor 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 I I i ❑ Boring n. a Boring # Ground surface elev. ft. Depth to limiting factor r ❑ Pit Soil Application Rate Horizon Depth Dominant Col Redox Description. Texture Structure Consistence BoundaryRoots GPD/ff in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i I i I Effluent #1 = BOD. > 30:s 220 m9tL and TSS >30 150 mg/L ` Effluent #2 = BODS < 30 mgA- and TSS 30 mg/L TTY 608-264-g777. services or II The Department of Commerce is an equal opportunity service provider department at 608-266-3151 eoa assistance need material to an alternate format, p SOD4330 ot.6100) Soil Test Plot PI Project Name P.C. Collova Bldrs. Inc. - n B* Address P.O. Box 489 t Somerset Wi 54025 JSTM #226900 Lot 19 Subdivision Farm View Ridge p 5/8/04 SW 1/4 NE 1/4S 5 T 29 N/R17 W Township Hammond ❑ Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 95.0' *HRpSame as Benchmark Alternate Benchmark Top of 1/2" Pipe C 100.2' 509' Property Line Scale is 1" = 40' unless otherwise noted 45' B-3 ❑ 10% Slope 30' 5' 90' 93' B-2 10' B-1 120' 95' 309' Property Line Alt. B.M. 3 M N 1/4 CORNER, SECTION 5, FOUND ;v °r' SURVEY NAIL NORTH LINE OF THE SW 1/4 OF THE FRACTIONAL NE 1/4 O N UNPLATMD- LANDS cn N 8951'32" E 1316.00' L14 i - - - - - 330.63' L,7 L18 308.46' _ u HWE 1062.2' 653.99' - - - T - - L12 LBO =1064.2' / N L16 L2 \ HWE 1055.0 I O i 20 / / ccoo \ LBO =1057.0' HWE 1055.0' 15.00' 160607 S.F. LBO =1057.0' 3.69 Ac. /M~ I r ' N / ry~/// I I! - - !17.3427" _W 506.31 15.00' r \ \2 ~Z 0 o a \ \aa 29 1248Q S.F. 21 ry / 134722 S.F. LA 2.80 Ac. c'i o I 81160 S.F. 3.09 Ac. o d 1.86 Ac. co .4 N 80. " 28 \ N~ `z so. TEMPORARY E~ENTO ~ 21546 0g'Ol 441 122374 S4& Ln JS .58 to 2.® Ac. \ u' '-4 BEDOVED co ct~ 3 `o 226.12- \ \ \ \ N ETENSION OF / 2~ W I . ao / \ \ , \ \ I ROADWAY. ~ cy 0304 S.F. Oj ry \ S z I'n 1.52 Ac. / / / N/ \ \ \ \ T wo om0 A C2_3 S 8 / 27 \ s2 \ OZ 80 TEMPORARY T W EEAA`SEAMEENT 71902 S.F. \ \ , ~G~"` BE REMOVED 23 \ s 1.65 Ac. ' F- WESTERLY 113623 S.F. <03 \ \ lO 19 'J-C6-1= Z EXTENSION OF 2.61 Ac. ry \ $2' 0~ ~,`1-~ G 1 \ \2/ / / N \ \\{(r 1 G / GZ -_HWE\ 76 : O ROADWAY. V ~ -j co* \ 11 ~o In'F\ ~C3R~ N 8732'18" E 26 81.84* / 2 891 S.F. 31 cl \ \W sj1.60 Ac. 82454 S.F. ~~Ipp \ ~s c' \ Lr N / ~V \ \ ~6. C// N 84.40' 1.89 Ac. o \v' ~o v! m/ \ \w 4~" W 495 \W No l \ ~1~1 6' l~ _ J \ Wes, h N 19 C / (A 25 66514 S.F. p / 32 N 66 1.53 Ac. O / d / M 79961 S.F. 0 \ \\`\O \ \ $~3\w / / ~o / 1.84 Ac. 03 co/ V) \ \ \ v~ \ X23 / " L - N 8221' + 33" M~ : \ 69• W / W - - - 459.01'B 0 _j 24 19 ea 69641 S.F. \ O 72161 S.F. > / N /N / .0 1.60 Ac. 1.66 Ac. / m/ , (o 33 \ /Z / c- ,V 88149 S.F. C39~ \ \ \ N 6`S \ \ / N 2.02 Ac. 6 S 6\2122" / / \ / `'v S• \ W \28 / •.y 18 \ \8z ~S•~ 2122•• F\ 3 s -J cc' 72244 S.F. 3116 \ / / / / 3 - - 1.66 Ac. 4 \ \ j / \ 91.E \ 474 S / 0 / 66 53 AcF I S 89'26'33" W ~ \ \e s• ~ / 17 iol N 6\ \ %K 68909 S.F. LNL55\46" 7• r 0 \ 1. 58 c. W --.336