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HomeMy WebLinkAboutCST-2023-103 002-1018-70-001r t Wisconsin Department of Safeo & Professional Services Page oci.) 9 Division of Industry Services SPs SOIL EVALUATION REPORT CS 7—_ 2013-((}3 APR 19 2023 in accordance with SPS 385, Wis. Adm, Code County Attach cornpletd site plan on paper not less than 8 1 /2 x 11 inches in size. Plan must includeST. CROIX, but not limited to vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimenslan&,-►►ortki arrow, and I©G4110R and distance to nearest road. 002 - 1018 - 70 - 001 Please print all information. Revi I, Dat / Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Owner operty Location and CSM; Lot 1, CSM V5, P1463 TREVOR W. & TARA L. DAVIS NVVr. NW v. S 09 T 29 N R 16 )&,W W Property Owner's Mailing Address I e Address or CSM and Lot #: 1083 230th Street City, State, Zip Phone Number ❑ City ❑ Village Ix Town Nearest Road Baldwin, WI 54002 ( 71-9 ) 6R4 - 9953 BALDWIN 230TH STREET [R New Construction Use: U Residential/ Number of bedrooms 2 Code derived designflow rate 300 GPD ❑ Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable NA ft. Parent material SANDY LOAM TILL AMERY SERIES General comments and recommendations: SHALLOW DOSED CONVENTIONAL TRENCHES — 0.6 LOADING RATE G�QN L P Boring # ❑ Boring [ pit Ground surface elev. NA ft. Depth to limiting factor 19 in./ elev. NA ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/FP 'Eff#1 I "Eff#2 1 0-9 7.5YR2.5/2 — sil 2f-msbk mfr a 3vf-co 0.6 0.8 2 9-14 7.5YR3/3 — sit 2fabk mfr as 2vf-m 0.6 0.8 3 14-19 1 7.4YR4/4 — sil if-mabk mfr as 1vf-m 0.4c 0.6 4 19-25 5YR4/4 f2f 5YR4/6 sl Om mfi — 0.2 0.6 some gr/ccbs U Boring # ❑Boring [Pit Ground surface elev. 98-70 ft. Depth to limiting fa r 50 . / elev. 94.53 fL Soil Application Rate GPD/Ft2 Horizon Depth In, Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots "Eft#1 'Eff#2 1 0-12 7.5YR2.5/3 — sil 3fsbk&gr mfr cs 2vf-m 0.6 0•8 2 12-19 1 7.5YR3/4 — sit 2f-msbk mfr cs 1vfL_n 0.6 0.8 3 19-50 7.5YR4/6 -- sl 2f-msbk mvfr as 1vf-f 0.6 1.0 4 50-55 5YR4/4 f1f 5YR4/6 sl Om mfr — — 0.2 0.6 some gr/ bs and day films CST Name (Please Print) SignatuFe CST Number RT sr ` /MA"s z2ti?32- Address I _T99IA4 DMI90ate Evalu do onducted Telephone Number 7ayZQ FIRLJ. V48S C vast 0�1-03 20Z3 yIS-4zb- 1-776 3f9Q3 Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 5150 mg/L ' Effluent #r2 = BOD, 5 30 mg/L and TSS S 30 mg/L SBD-8330 (R03/22) ` DAVIS, TREVOR & TARA ❑ Boring ❑3 Boring # Q Pit 3 4 Page of _ Ground surface elev. 96.48 it. Depth to limiting factor 52 irL / elev. 92.15 fL I Soil Annfi;; Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh- Consistence Boundary Roots GPD/Ft2 "Eti#1 I `Eff#2 1 0-7 7.5YR2.5/2 — sit 3fabk& r mvfr ai 2vf-m 0.6 0.8 2 7-17 7.5YR3/4 — sit 2fabk&gr mfr Cs 1vf-m 0.6 0-8 17-52 7.5YR4/6 — sl 2f-msbk mvfr as 1vf-f 0.6 1.0 4 52-55 5YR4/4 f1f 5YR4/6 sl Om mfr — 0.2 0.6 some r/cobs and day fi on peds ❑q Boring # ❑ Boring Q Pit Ground surface elev. 97-88 ft. Depth to limiting factor 53 in. / elev. 93.46 ft. Soil Aoolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont- Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 "Eff#1 'Eff#2 1 0-7 7.5YR2.5/3 — sil 3fabk&gr mfr cs 2vf-m 0.6 0.8 2 7-16 7.5YR3/3 — sil 2fabk mfr as lvf-m 0.6 0.8 3 16-53 7'5YR416 — sl 2fsbk mvfr as 1vf-f 0.6 1.0 4 53-56 5YR4/4 f1f 5YR4/6 sl Om mfr — — 0_2 0.6 some gri cobs/day films on s ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in- / elev. ft. Soil Aoolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Collor Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 ,Efi#2 Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 5150 mg/L . Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L Plot Plan Page 3of PROPERTYOWNER: -D?,EVW,, TARA 1" — 40 FT. (except where noted) Legal Description: LOT 10CsNi V 5, Pmb-s, Pe-L. U31:09 /YWyq OF T+49 f-q = backhoe pit N W zli SEC • 04, TzgA , K IbW , rtok)Ai OF FAW I�J3 ST. C elX 6, C 01A► I'Y_ Ini i s b "IKI � 1093 230* S-r QsvT / 082 - 101 S- 70- M 1 J - North 4 - L�Br I p L pwFwN 6 z� 14 J 1 Site location: +, SATE ro N� t