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HomeMy WebLinkAbout018-2007-21-000 r" . Page of Wisconsin Department of Commerce SOIL EVALUATION REPORT `Division of Safety and Buildings County in accordance with Comm 85, Wis. Adm. Code 3 Attach complete site plan on paper not less than incrhe in size. Plan and must percent but not limited to: vertical and horizontal reference C) -7 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Rewnw _ Date Please print all information. ovide may be used for dary.proaat~Rnv (f) (m)) Personal information you pr Property Owner Property Location _ 10 Govt. Lot S 1 /4 ` 1 /4 S T 9 N R E (or W Property Mailing Address Lot Block # Subd, me or CSM# ' Gry State + Zip Code ~ Phone, tRuriibef - ❑ arty 0 Village Town Nearest Ro ~ D~ 5--- Code derived design flow rate GPD New Construction Us Residential / Number of bedrooms ❑ Replacement ❑ Public or commercial - Describe: ' ft ne. , Flood Plain elevation if applicable Parent material General comments and recommendations: ~y~ r? i'e,V.. 1 3, lS~ ►v Boring Boring # Depth to limiting factor in. Soil Arldication Rate Pit Ground surface elev. 1 /42 r0R Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fE •Eff#1 'EM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Z z- 0 Boring # ft. Depth to limiting factor in. Soil lication Rate © Bopit ring Ground surface eleyl/ ots GPDNP Ro in. JJJ"~~~~~` Munsell Qu. Sz. Cont Color Texture Structure Consistence Ty Horizon Depth inant Color Redox DesGr. Sz. Sh. 'Eff#1 o-7 ?777- , v j i J/ Effluent #1 = I > 30 < 220 rrI and TSS >30 1150 mg/L ' Effluent #2 = BOD 30 mg/L and TSS < 30 mg1L CST Number CST Hams (Please Print) Sig 2T Bird Plumbing, Inc. Shaun Bird Date Evaluation Conducted Telephone Number Address 715-246-4516 17 1008 192nd Ave, New Richmond, WI 54017 j 1-0 c/ ~ off- a ~ Parcel ID # Page of Property Owner [j Boring / ® Boring # .Pit Ground surface elev. t C)2-,3ft• Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Col Redox Description Texture Structure Consistence Boundary Roots GPD/ff 'Eff#2 in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. D f3j~ s t ~m~ r cs o -Z, Z 1 s - s i c a c.> I-3 r~ - s I k C.J sr -vn- a- n 6 -Le a (A F 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 GPDM in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 '042 ❑ 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 GPD1ff in. Munseli Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 Eff#2 Effluent #1 = BODs > 30 < 220 mg1L and TSS >30 < 150 mglL ' Effluent #2 = BODS < 30 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. sar}4330(8.6=) fc Soil Test Plot Pla Project Name P.C. Collova Bldrs. Inc. Sh Address P.O. Box 489 Somerset Wi 54025 TM #226900 Lot 21 Subdivision Farm View Ridge Date 5/8/04 S W 1/4 NE 1/4S 5 T 29 N/1117 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 103.0' *HRpSame as Benchmark Alternate Benchmark _ Top of 1/2" Pipe C 100.2' M. 60' 506' Property Alt. 5-1 B.M. B-1 Scale is 1" = 40' 55' unless otherwise 6% noted Slope B-3 20' 40' B-2 101' 102' 142' Property Line 3 N 1 /4 CORNER, SECTION 5, FOUND o N SURVEY NAIL NORTH LINE OF THE SW 1 /4 OF THE FRACTIONAL NE 1 /4 0~ rn N 8951'32" E 1316.00' UNPLATTED LANDS L1a _ _ _ _ _ _ u HWE =1062.2' 653.99' - - - - - - 330.63' L" L16 308.46' L12 LBO =1064.2' / - - - - - - - - 15.00' 2~ / / cNV \ \ HWE =1055.0' Lib 1 2OW =1055.0' 160607 S.F. LBO =1057.0' LBO =1057.0' 3.69 Ac. /ry ~o>/ \ 11 Il 15.00' 1 - N 87'34 27" W 506.31 F 30 10 21 -7 134292 S.F. w M41 S.F. N 2.80 Ac. l 81160 S.F. ~ \ \ jpl 3.09 Ac. loo 1.86 Ac. ~ \ \ N 1 r co T-7- N N800901. 4 / 12228s \ \°~r N~ ~ TEMPORARY 374 co X215 46• - 41 58• ` 2.® Ac.. \ cn EASEMENT. TO o - -j RE REMOVED w uPON l / 226.12' \ \ \ \ \ Il EASTERN 3 / EXTENSION OF / N LLJ --7 00 2iG o/ Sr5 \ I ROADWAY. \ a 4 Oi / \ \ S~~ \ I / iv 304 S.F. c6l 1 Z Iz SN 1 1.52 Ac. 5mo I Lu/ C2_3 S N Z W TEMPORARY 27 L`J E.T EASEMENT. TO tl / \ 71902 S.F. \ ~r"Y BE REMOVED 23 \ \ \ ` 1.65 Ac. ~ - UPON WESTERLY 63.0 M 113623 S.F. / \ \ \ / / / C61 o AON\ 2.61 Ac. r HWE 6 c`V (40 Z V, co/to in N 87'32'18" E 00 6 ro cl81.84' 8s1 , S.F. 31 C`~s 1.60 Ac. , N/ / / / 82454 S.F. \ \ cA, / \ 3 S G/ ~j / 1.89 Ac. \ ~ ~ \~"'c'► ~Nu. w`~ \ \ \6\k' / / / U N 84'40' ~ / \ \ 6' /moo - - - " W 65 N .4-1 4 25 l p 1% N \ / \ 66514 S.F. 'W' 3 Mo j v~\ \ \ 66. 4 1.53 Ac. 0 / ~ 4T M/ 799612S.F. \ \ ~n C~ / \S1 • / l go \ \ \o ^o / 'R/ / ~ 1.84 Ac. MI \ \ \ \ \42.39• If L - N 82-21-33- -6 yy oil \ C' \ \ \ lv / - 459.01-S 24 169641 S.F. ;D \j 72161 S.F. ry/N / 00 1.60 Ac. \ 1.66 Ac / M/ <ti 33 /2 88149 S.F. 6 / / yp~g~' \ C39~ \ \ !V 6521 \ \ \ / If N \ ~))4 2.02 Ac. I / / Dig \ 8215. 65122 \ 371 \ co \ \289 V y0 18 F 66, J UN 72244 S.F. ~1~ `317 6 \ / / 34& \ - - - - 1.66 Ac. If 2 \ ~`y~~ \ 28 ej / / 00 / 66474 S.F. S 89'26'33" W G 1.53 Ac. \ ?s o~'~ ( > / / o ^i N 6 08~ \ ~i / sssos S.F. i o /tj/ LN 75.5 `4 6" h / 1.58 Ac. A/ 'w x`336 0., I•-