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HomeMy WebLinkAbout026-1296-17-000 (2) 6 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of a Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code r Sf Cr~~x Attach complete site plan on paper not less than 8 112 x 11 -riche _ includeEll but not limited to: vertical and horizontal reference in ( M), di . percent slope, scale or dimensions, north arrow, and location and -stance to nearest road. L/ ` e Rwed ,i f O Q by Dat Please print all information. X Personal information you provide may be used for secondary purposes (Pri cy Law, s. 15.04 (1) (m)). Property Ownere`~ ° f: KJ NI G F A S/ T 3/'N R f j E (o W Prope is Mailing AddrKs Lot # Block # Subd. Name or CSM# City State Zip Code ❑ C, - ❑ Vllage To 4Nearest Ro d New Construction Use: esidential /Number of bedrooms Code derived design flow rate fib GPD ❑ Replacement ❑ Public or c9mmerciall - D scribe: Parent material T/ / J Floo a-~on if applicable /1eoo~11?4 ft General comments and recommendations: Boring MBoring# Pit Ground surface elev. Depth to limiting factor --L~ 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 'Eff#2 Z 7- 3 , S Os ' -7 3 Y3- L S - al// Zi~ (C7 Ground surface elev./b Depth to limiting factor in. Soil Application Rate Boring # ® Boring / Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 0'i 3 Iz - j 17 2 13-3'1 3 3/ 70 AtZ 7d- 7s . - Effluent #1 = BOD > 30 < 710 nxYL and TSS >30 < 150 *Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Number CST PnnQ B Plumbbiinngg, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 5460107 715-246-4516 Parcel ID # Page of Property Owner _ Boring # A 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 6 7- 2/2 1Z_3 o s~ K ! m rr, n a •Z 614.1 Boring F-1 # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in Soil lication Rate Horizon Depth Dominant Color Redox Description Texture structure consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring Boring F-1 # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil ication Rate Horizon Depth Dominant Color Redox Description- Texture Structure Consistence Boundary Roots GPD/PF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'E1f#2 ' Effluent #1 = BOD; > 30 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD, < 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. SOD-8330 (8.6/00) • Soil Test Plot Plan project Name Country View Ridge LLC Shaun d Address P.O. Box 176 New Richmond Wi 54017 C M #226900 Lot 15 Subdivision Country View Ridge Date 5/20/05 NE 1/4 SE 1/4S 7 T 30 N/R18 W Township Richmond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron/Nail System Elevation 100.5' *HRpSameasBenchmark 339' Property Line 50' B-1 35' 100' 100' B-2 10' 100.5' 14% Slope 50' -3 Scale is 1" = 40' unless otherwise noted * 6.5' B.M. 237' Property Line ~ e I I~NPLATTED SANDS I R N00'33'53"W 1384.45' 399.64' 3 _ \ 188. 243.48' 284.58' 202.42' t Be 3 W3 N 8 $ m 8 I yq eoe _I 1/23` I > V ~d e ~ ' A• A s 1 eJ I N H _ lEx• _ 7' LS 5 44 4•'al I _ I (p R n, N01'02'38"W 399.83' BuA0M9 $ SS Y I a'' I I~ Q IF, / 46.0 \4.S ~a jt A. tW u i la J Z p a / 241.u' L - ~ I JP I Js' g FC 6p'RA8 \ { 287.84' ° ° s w Isrsgy.~,w 4757"W 295.14 I g $ s i N00'33'S3^N_198.63'rl 1 II R m NO1V2'38`W 399.83' STREET I ' 1 « ~ $ ` ----N00'33'S5"W 197.38 w 3 m . .4L ♦ 1 u" m N H I s~N ` iN o Is ~g I s_ :E M `'f 4 ~d gf .~ji ,~;(P m p __Nm _ y S I "E I O 7 I NOi V2'38"W 399.63' ~i G $y, `by,\ ..GrL6oS nii ~ N07'28:p0'E I I N IS I So M~pA $ 317.03' 694.38' 1~13LL" 1 A~ g O 377.35' '~~'i` g F n9 s I I I e Ia t m , 1$sc ~4 ~'t 'G<;+~3 G' ~gy ~ I ©4° I I 6g I $8 I~ ' N R 3 fib' r4r` / e"uan9 5.roy` _ _ J 4 11 1 't\\ to M•lY g0.£Vils? 10 0 0 .1°. 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