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HomeMy WebLinkAbout008-2007-03-000 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 inch ~ County x ~~ss ~~@}p +qe~ include, but not limited to: vertical and horizontal referepointOF)~d titSr>~arlMd' percent percent slope, scale or dimensions, north arrow, and to on and distance to nearest road Parcel I.D. -7- Reviewed Date print all inform11C n. APR 1 8 2002 I ~ Personal information you provide may be used for secondary p oses (Privacy Law, s. 15.04 (1) (m)). Property Owner \ I ~ 2 1 C 215 1ZU S! L ZONING 9~' Locati n of 1/4 1/4 S ~ l T Z S N R 16E (or W Property Owner's Mailing Address =0 Block # Subd. Name or CSM# `l l 1 3 s -I7-TL0'?uSEDcS-rH fZ. v15Q ASS r711-YIUL5L State Zip Code Phone Number City Village n Nearest Road Ffl tLS w) Sq02.Z 111-1 qZ0 -1-1~7 EERv G LI.~ I Z-iz-3 `fkf-►9VL, New Construction Use: Residential / Number of bedrooms ' 3 Code derived design flow rate y SO ❑ Replacement GPD ❑ Public or commercial -Describe: Parent material G L.'P~l FrL - Flood Plain elevation if applicable General comments ft- and recommendations:~V~~ t~ I r,J 1 M U M Z 2, O F- S ,~D FI (..C.. , CCM)ID~ F-LLN. IO L.O i Boring # ❑ Boring Pit Ground surface elev. - L~ b • O ft. Depth to limiting factor 15 in, Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz ~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ~1~" ~ _ ~oK(~ j 1 z - st.1 Z,~Fsb~ h~t~ Z 8 -~S 1D`4 R 3l6 SI I Z`FS~D11: h'~'Ft- Ct.J 5 . 8 3 S 3 2 -t -S-1 tZ -1P vc- -),SLI V S/8 s i C~ l.Msb k M ` p - • Z . 3 F Boring # E] Boring l' ® pit Ground surface elev. Q 3 • aft, Depth to limiting factor ~ 7 in, !1 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure I Consistence Boundary Roots GPD/ftz t~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. f' 'Eff#1 'Eff#2 V61t sz 31 Z- - '2,; 1 Z`FS b rn~ e s - . s - 8 3 IV 3) 7SYR (A -PIT- 7 SY2 S`$ siCj 1eSbk h~'F>- - 'z . 3 J ' Effluent #1 = BODs > 30 < 220 mg/L and TSS >30 < 150 mg/- ' Effl '#Z"=-BC3D5j 30 mg/L and T < 30 mg/L CST Name (Please Print) Signat re CS Number Arthur L. Wegerer - 22 254 -ze Address OA~~4d e g e r e r S o i l Testing & Design S e r v i c e Date Evaluation Conducted 77 elephone Number 421 N. Hain St. River Falls, NI 54022 'z- b_pZ 715-425-0165 R ~ Property Owner V S }"C - Pia _.~l , 1(; Parcel ID # Page Z of 3 Boring # ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor - L O In. Horizon Soil Application Rate 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 ib,-t Q- 3 LZ - S 1 1 Z`C-Sb I T 1►1`F h L° . S , Z g-L9 Lp`1R- 3L6 Sz 1 3`Psbk vn'Fh Ct~ . S . ~ 3 lot -LLg -1.S,1 Q-,/16 GLA -1 5't2 SL>, sNQ- 1Csbk ,,~`P►- .Z ~3 ❑ Boring # ❑ Boring ❑ pit Ground surface elev. fl. Depth to limiting factor / In. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#1 •EffN2 ❑ 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/ft2 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 Effluent #1 = DOD, > 30 220 mg/L and TSS >30 150 mg/L • Effluent #2 = BOD8 < 30 mg/L and TSS < 30 mg/L Tlie 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. SDD-8330 (R.6/00) PLOT PLAN Page ~ of 3 Scale 1' = yo ' J J o T ~ 1-uT L 1L1 L ~ LOT 3 3 tr71~-1 ~ h, OR D V l1 Z-15 C\ ~~`C TDwI OF st.~ ~f'LSs`(aZ ~z. ~oZ.gy' 96 -1 'LOT- -Z g` 3 6-az 715-425-0165 220254 O1-Z$ - 3 CST Signature Date Telephone No. CST No. Job NO. / 'p. My rv r z ~f 4561; Q, Of ' oo o a. 1190 r a~ 01 LO 3 AC (3.65 R -2 B- 130' B_ REC -2 JUL B-3 Sr. CRO. ZONING r DOJO f.2 o PC~a o SURVEYOR: DOUGLAS J. ZAHL S&N LAND SURVE' 2920 ENLOE SIRE surm 101 _ HUDSON, W1 6401 SE COR. ENGINEER: _ N88°2~a ni SEC. 19 AuTN CONSULTIN