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Home My WebLink About018-1086-42-000 - #1773 ALUATION REPORT Visconsin Page 1 of 3 Department of Commer R` C ~EIV F+9co with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc. Division of Safety and Bui ings Plan must County St. Croix Attach complete site plan on per n th~rf~B'/at~Jinch ' i!i i&. include, but not limited to: ve I an o on al ref{elle poi (BM), 44ccttL~on and _ perce nt slope, scale or dimen 'ons, north arrow, and location a d distance Cghearest road. Parcel I.D. / (1J Plea a prl6r~M .01 n viewed Dat Personal information you provide ary purposes (Privacy Law, s. 15.04 (1) (m)). - Property Owner Property Location Hammond Land, LLC. Govt. Lot na NW1/4, NW1/4, S20, T29N, R17W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# E- 1404 322 Minnnesota Street 42 na Hammond Oaks City State Zip Code Phone Number City Village ® Town Nearest Road Saint Paul MN 55101 651-222-5555 Hammond 89 Th Ave ® New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: na Parent material Loess over till Flood plain elevation, if applicable na ft. General comments Mound Design, system elevation 97.70ft based on contour line elevation 96.208. and recommendations: Boring # ❑ Boring F-1-1 pit Ground surface elev. 96.20 ft. Depth to limiting factor 33 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `EfP#1 •E02 1 0-16 10yr 3/1 none sit 2msbk mfr cs if .6 .8 2 16-33 10yr 4/4 none sicl 2msbk mfr cs ivf .4 .6 3 33-48 7.5yr4/4 fid 7.5yr5/6 fsl om mvfr na na .4 .8 Boring # ❑ Boring pk Ground surface elev. 96.20 ft. Depth to limiting factor 36 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Efr#1 -Eff#2 1 0-15 10yr 3/1 none sit 2msbk mfr cs if .6 .8 2 15-36 10yr 4/4 none sic[ 2msbk mfr cs ivf .4 .6 3 36-60 7.5yr4/4 f2d 7.5yr5/6 fSl om mvfr na na .4 .8 " Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <_30 mg/L CST Name (Please Prin Signatu ~ CST Number David J. Steel - 248956 Address Steel's Soil Service, nc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 8/16/2005 715-760-0347 M4330 fR07/00) Property Owner Hammond Land, LLC. Parcel ID # 018-1044-40-00 Page 2 of 3 3]Boring # Boring Pit Ground surface elev. 94.30 ft. Depth to limiting factor 64 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr 3/1 none Sil 2msbk mfr cs if .6 .8- 2 9-20 10yr 4/4 none Sid 2msbk mfr a if .4 .6 3 20-37 5yr4/4 none scl 2msbk mfr fs if .4 .6 4 37-53 7.5yr4/4 none fsl om mfri CS na .2 .5 5 53-64 7.5yr4/6 none gr ms osg ml CS na .7 1.6 6 64-72 7.5yr4/4 c2d 7.5yr5/6 gr ms osg mvfr na na .7 1.6 Boring # D Boring F-1 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring # L] Boring F-1 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L 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 608-2648777. SBD-8330 (8.07/00) Steers sod service, i x. t , - STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel Humbird Land Corporation 994 200'x' St. CST-POWTSM NW1/4,NW1/4,S20,T29N,R17W Baldwin, W154002 Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347 Hammond Oaks Lot, 42 Fax 715-684-3449 Legend N 1" = 40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe Ile j • = Alt Benchmark Ele. 99.65 ft Top of 3/4" pvc pipe = Borings Boring Elevations B 1 = 96.20 ft B2 = 96.20 ft B3 = 94.30 ft B4 = 0.00 ft FY y' 40(" 571 C C/9 ,n ~r~~►'`4' 0210 ctrl Page ~ of Wisconsin Department of Industry, SOIL AND SITE EVALUATION ~ Labor and Human Relations Division of Safety and Buildings in accordancq►Ith's. ILHR 83.0 3; is. u Attach complete site plan on paper not less than 8 1/2 x 11 inches irYpi2e Plan must ; ' o S1-; ~~pQ/ include, but not limited to: vertical and horizontal reference point (DW, direction and . percent slope, scale or dimensions, north arrow, and location and ce t ;rJOKest road. P reel D. # /0 Sl CfaG,rt Date APPLICANT INFORMATION - Please print all infor idn. COUNTY ev!e ad by FFICE Personal information you provide may be used for secondary purposes (Privacy vis rt5 b 9 Property Owner, M l QQ L>All~ D b tibri i V a L f. 1/4 /VW 1/4,S 20 T Z~ N,R 4 (or) W v 3 :YOt+A] SA 1% 110 A Property Owner's Mailing Address Lot # _ Block# Subd. Name or CSM# 332- M i uotsoTA ST: EAST I O q 41 Z ~FM,~towD oi9-~E'S Nearest Road w ~ Z City State Zip Code Phone Number City Village ff r-IT o wn 44 0 ST• UL 1NN. o I c~5/ )z2 Z •5555 [R<esidential / Number of bedrooms 3 Addition to existing building []'New Construction Use: ❑ Replacement El Public or commercial - Describe: Code derived dal Recommended design loading rate • bed, gpd/ft2 trench, gpd/ft2 Q daily flow 9Pd bed, gpd/f~~trench, gpd/fi2 2 2 loading rate Absorption area required ~ - bed,ft1 5 trench, ft Maximum design 9 Recommended infiltration surface elevation(s) su • 3 ft (as referred to site plan benchmark) Additional design/site considerations N/ ft Parent material /DECS 0Vk* j0EVSE- T/,Vlf Flood plain elevation, if applicable Conventional Mou In-Ground Press a AT Grade System in Fill Holding Tank S = Suitable for system r rnU S S ❑ S ~j 01 S U Unsuitable for system El s 11~J O L~ SOIL DESCRIPTION REPORT GPD/ft2 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots Bed ; Trench in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. _ L ~fshe 9 is t 3t (AV ~S ro - Ground .1 S/L le 2,4 h tdvti e5 . - .S ; elev. 41 f MOTS UF,f L 1! Q ` " s /d/~fQft. 1 •S ~•S Y fio s Depth to limiting ; factor Remarks: • 5 1 Boring # /D IQ ILL 2~FSh S/L Sti w s /0 Yt .1 /o R 1c, C5 vFSL /vf s c s .S Ground S / lev. Depth to limiting factor 7 in. Remarks: {gyp Signature Telephone N .g CST Name (Please Print) R®B~RT `t7~G G~T 7/3'• 38& ' Date CST Number Address ~ v ~ ~ ~ ~ ~ 2 3 7 5 Ulbricht & Associates 1-119119 Sawayu Cull 655 O'Neil Rd. Hudson, Wis. 54016 PROPERTY OWNER SOIL DESCRIPTION REPORT Page 2 of uM $ ~O A:7 -5 S ~ il ~ • LOT y Z ~AHHoN0 OA 7 PARCEL I.D.# 2 Roots Boring # Mottles Texture Structure Consistence Boundary Horizon Depth Dominant Color Bed ,Trench in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. S 1 . G - ~ 2 s~ s w it /40R3 13 Xjk C3 Ground elev. 7~ s -F I f l1 DTs V~SL I/~ V ~t t &YA S/ Depth to limiting factor X91 in. Remarks: Boring # Ground elev. ft. ' Depth to limiting factor __-in. Remarks: GPD/f12 Consistence Boundary Roots Bed ,Trench Horizon Depth Dominant Color Mottles Texture Structure C]u. Sz. Cont. Color Gr. Sz. Sh. in. Munsell Boring Ground elev. ft. I ' I Depth to limiting factor --in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBDW-8330 (R. 08/95) wtsT 3 t~ LA Quo ~ V r L _ o O o ~ ri m - ~:7 ~ Slol,°Q o ~ v d LIN o Q G 4a 0 0 ~ o 77 0 T S T LD 7- .3: , a vc o~ ~1 y ~Z; * a -v w h' ~~op y .1, O N cr a m o -h ' A 00 7 C-D w oW