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Home My WebLink About026-1149-24-000 VvUcbnsin Department of Commerce SOIL EVALUATION REPORT page / of~ Division of SaWly and Buildings in accordance with Comm 85, Wis. Adm. Code Z U Attach complete site plan on paper not less than 812 x 11 inches in size. Plan must County 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. Please print aU information. by Date Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.04 (1) (m)). i i' Z U 3 Property Owner Property Location v -e t b Govt. Lot 1/4 114 S 3 T 3 (j N R E (orY9 Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# City State Zip Code Phone Number ❑ City ❑ village own Nearest Road 4 D~S [ New Construction Use: ( Residential / Number of bedrooms Code derived design flew rate V. GPD [3 Replacement ❑1 Public or commercial - Describe: u Parent material T / Flood Plain elevation if appri ble MUZ General comments Sys f eyr7 ~v c/'G/; ,5-0 1 and recommendations: 61, (,on4octc e(~u oU i F1 Boring # ❑ Boring g S'O - Pit Ground surface,elev. C ft. Depth to limiting factor- in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 .S- . ~ z l Z-3fs lo r - S, / 2rn y l L _ ► 3~-y5 1o,1- C l F75 f- y/ L vLS Zm 5 (c ,6 ® Boring # ❑ Boring ® pit Ground surface elev. 9 9" ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 OW 3/Z IV , s r~/W so\ 7Z- Effluent #1 = BODS > 30 < 220 mg1L and TSS >30 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) i nature CST Number ? A~i CL Address Date Evaluation Conducted Telephone Number I.3 S z -71s =zy~ -yoa~ I Property Owner Y--1 m -e S Parcel ID # Page of Boring Boring Pit Ground surface elev. 7 i'y R Depth to limiting factor 36, in. Fq . Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/flz Gr. Sz Sh. •Eff#1 •Eff#2 In. Mansell Qu. Sz. Cone Color yynt-cr 3l0 ! F 7 5- Zm svt -fir - ,6 a Boring # ❑ Boring ❑ 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/ft= In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 I i F] Boring # ❑ Boring _ ❑ pit ' Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture . Structure Consistence Boundary Roots GPD/ft2 in. Munsell 12u. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 - • Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/l- ' Effluent #2 = SODS < 30 mg/4 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 608-264-8777. Sep-87w cRO7roo1 w PAGE 3 OF 3 NAME LOT# 2 ~ LEGAL DESCRIPTION Sw %tiw X ,s 3 ~ T 30 ,N,R, 1 ~ E(or) X~D SCALE: I"="4 L~U BM I ELEVATION /DU- BM I DESCRIPTION 4v p Q ~ / "I , c- P `Q e 4 BM 2 ELEVATION 9 q,600 6) BM 2 DESCRIPTION 4( "'o v c- p"d 1 c, SYSTEM ELEVATION q It 5 G ALTERNATE ELEVATION /V / W- CONTOUR ELEVATION 9 O s 6 2 ' 1 ~ Cone eltu. G,'tiqA. _ 9'y.ov l Ll 1~ 2 J a'U6 J y! l ~a. G D SIGNATURE r~ i rORIGINAL ,666 Wisconsin Department of Commerce SOIL EVALUATION REPORT Pag I of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code lVE Cert ied Soil Testing 9Qn Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must include, but not limited lo: vertical and horizontal reference point (BM), direction and V '4 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. le S75"Mn Please print all Information. ate Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). y10 ('0'- Property Owner Property Location Ames Investment, LLC Govt. Lot NW 1/4 NW 1/4 S 36 T 30 NR 18 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 34 Peninsula Rd 10 Tory Pines City Dellwood State Zip Code Phone Number City A Village P-1 Town Nearest Road MN 55110 7157386-2007 Richmond 142Nd St. ✓i New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD _.i Replacement Public or commercial - Describe: Parent material loess over till Flood plain elevation, if applicabae General comments and recommendations: install 6' x 100' rock ell mound on 96.4 contour as upslope edge of rock w/ 0.5' sand filBoring # Boring I~QYYL! Pit Ground Surface elev. 96.0 ft. Depth to limiting factor min. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-11 10YR 3/2 - sit 2 f sbk mvfr cs 1f/m .5 .8 2 11-29 10YR 4/4 - sicl 2 m sbk mfr cs 1 m .4 .6 3 29-36 7.5YR 4/4 - sl 1 m sbk mfr gs if .4 j .6 4 36-56 7.5YR 4/4 - Is 1 m sbk mvfr cs 1M .7 1.2 5 56-66 5YR 4/4 f2d 7.5YR 5/3 scl 0 m mfr - - 0 I 0 Boring # Boring J Pit Ground Surface elev. 97.0 ft. Depth to limiting factor min. Soil Application Rate Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -Eff#2 1 0-7 10YR 3/2 - sit 2 f sbk mvfr cs 1f/m .5 .8 2 7-38 7.5YR 4/4 - sl 1 m sbk mfr cs 1 m .4 .6 3 38-62 7.5YR 4/4 f2d 7.5YR 5/8,5/3 Is 1 m sbk mfr - - 7 1.2 j soils are suitable for an at-grade system; available length (shed proposed in future west of B-1) leads to recommendation for mound; horizon 2 ha some inclusions Is; horizon 3 has occasional inclusions 5YR 4/4 scl Effluent #1 = BODS> 30 < 220 mg/L and TS >30 < 150 mg/L ffl e 2 = BOD5 < 30 mg/L and TSS < 30 mgt CST Name (Please Print) Sin ure: CST Number Henry F. Grote 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 11/16/2002 715-233-0398 Property Owner Ames Investment, LLC Parcel ID # Page 2 of 3 3 ] Boring # j Boring A Pit Ground Surface elev. 94.9 ft. Depth to limiting factor 45 in. it Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-9 10YR 3/2 _ sil 2 f sbk mvfr cs 1f/m .5 .8 2 9-16 10YR 4/4 _ sicl 2 m sbk mfr cs 1m .4 .6 3 16-45 7.5YR 4/4 _ sl 1 m sbk mfr CW 1 m .4 6 4 45-58 5YR 4/4 scl 0 m mfr - f2d 7.5YR 5/3 0 0 I T-I F-1 Boring # A Boring 1 Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i i I 1 I ❑ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GEDMI in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 -Eff#2 I i i 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 608-264-8777. SUD•8330 (R 07/00) Certified Sal Testing LOT 26 (2.3 ACR S) 69'471 E 330.00'_ 29T f LOT 25 ~.._..r /I ~OT \ 2.3 ACRES ~l \ (2.3 ACRES) APAE)g' ISU ACRE / Q 297' I I LOT 24 X33 i i . ACRES ,MIN FIFE l ~ •,t = 1011.00 < (2.OACR----~ 1 \ 418' j LPT 3 ACFWS (1.4 ACRES) flot -J STORM WATER 2.p ACES RETENTION AREA 1 i f2.0 ACR~) H.W.L. = 1009.0 29T \1 ! 317' ~\\v' - CD 66' YOO5 340' / 1 12 N FFE /9l 08.00. /11 ,/-LOT,2z w 1.7,IOCCRFS j. ~ ACME /,7(1.4 S) /2. RCS' 1000.94 1 1/- 1340' / / (13, AQ4ES) /