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HomeMy WebLinkAbout014-1036-40-000 C►S "30 j-7 -01S Wisconsin D pond Professional Services ` Division s jl D X011 SOIL EVALUATION REPORT Page I of 3 ~4 N 'L 7 LINTY in accordance with SPS 383, Wis. Adm. Code County ST. CROIX Aftach cgitt t less than 8 1/2 x 11 inches in size. Plan must inclq~~j t } Ica and horizontal reference point, (B dir ctio"nd Parcel LD percent slope, scale or dimensions, north arrow, and location anatanto nirestfii. , O 1 - 1036 - 40 - 000 Please print all info Revie by Date Personal information you provide may be used for secondary purposes (Privacy Law, s Property Owner Property Location MARY L JR) FRANK Govt. Lot SE 1/4 N 114 S 17 T 1 N R l5 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name CSM# 2160 280th Street City State Zip Code Phone Number ity Village ■ own Nearest Road 2/60 Deer Park, WI 54007 ( ) 280th Street New Construction Use] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement © Public or commercial - Describe: . Parent m sandy outwash Flood Plain elevation if applicable NA ft. General comments Mound System 0.84 ft. sand fill - 0.4c loading rate system contour 93.50 and recommendations: a t ~ 5 Ea ac ~ . 1❑ Boring # © Boring ID pit Ground surface elev. 91.90 ff.. Depth to limiting factor 26 in. Soil Application 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 1 0-14 7.5YR2.5/3 - sl If--msbk mvfr as 2vf-f 0.4 0.7 2 14-26 7 5YR3/3 - 1 2fabk mvfr as lvf-f 0.6 0.8 3 26-34 7.5YR4/4 Of7.5YR4/6 sl lfsbk mvfr as lvf-f 0.4 0.7 4 34-36 7.5YR4/6 sl Om mfr 0.2 0.6 Horizon 4 ❑2 Boring # Boring 92.10 26 • 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/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-12 7.5YR2.5/-3 - sl 1 f-msbk mvfr as 2vf-m 0.4 0.7 2 12-16 7 5YR3/3 - 1 2fabk mvfr as lvf--m 0.6 0.8 3 16-26 7.5YR4/4 sl lfsbk mvfr as Ivf-f 0.4 0.7 4 26-35 7.5YR4/6 m3p 5YR4/6 s Om mfr 0.5 1.0 Horizon 4 is we sandstone ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Maq ture CST Number MARY JO RUPPERT Hollister's Soil Testing&Design) 224832 Address Date Eval on Conducted Telephone Number 28497 King Arthur's Court, Danbury, WI 54830 09 - 21 - 2016 715-821 -1440 SBD-8330 (R07/13) Property Owner _ FRANK, Mary Parcel ID # 014 - 1036 - 40 - 000 Page 2 of 3 3 Borin # Boring g Q Pit Ground surface elev. 94.90 ft. Depth to limiting factor 41 in. Soil Application 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 1 0-4 7.5YR2.5/3 sl 2fsbk mvfr as 2vf-m 0.6 1.0 2 4-11 7 5YR3/3 sl Ifsbk mvfr cs Ivf-m 0.4 0.7 3 11-20 7.5YR4/4 sil 1 fabk mfr cs 1 of--m 0.4c 0.6 4 20-26 7.5YR4/4 sicl Ifabk mfr cs 1vf-m 0.2 0.3 5 26-34 7.5YR3/4 1 Ifsbk mvfr cs lvfm 0.4 0.6 6 34-41 7.5YR3/4 sl Ifsbk mvfr as Ivf-m 0.4 0.7 7 41-45 7.5YR4/4 c2f 7.5YR4/6 sl Om mfr 0.2 0.6 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/flz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring # H Pit Boring Ground surface elev. ft. Depth to limiting factor in. Soil Application 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 Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L SAD-9330 (R07 13) Plot Plan Page -:3 of 3 Property Owner MAr-y L. FRANK (-rR~ 1"=40f~ Legal. Description SE 'q OP- THE AILAy, we-.17. (except where noted) ~I X CC LAM ry C3 = Backhoe Pit ~LSCO:~s~AJ - y 4o Amt-,- North 4 ~ D BEOi20DM v ~ vt M4Z 'fl7pb " WrroM o f 5UD I &V- A'W 'AEvVE C,RDN ND 51A M u / 10. OD GpNCR~ r g ST£ p AT ~ppp, As g9.7v FJfvsEMfWT FLOOR F-L (pp F our) 93. 12 k ~v ~ A p° N o ` a Clow nn .T - 7) PAX. Y00 TO 28D fh ST. Q~ Site Location: t~. ° ooa - p k ~ 5 p N x.17 $Z 21 ^C k E 1~ y ~ ,'41 i r ir a 5h 7% let 31 5 35, a e t: - s _ i rg 1 s All ~1""}ar'a ,',`'..pro "a{ xy rr fill, Nk! yr z '4h 4at~ £ 't ~~"93s if, ^w frl~ _ _ ~ a 1 , Eli - ~ ~ t x4Fk Y4 t' y s * PIE ` 1 e ti ~4y~ ~p`~~O ~ ~ ~ Y , ~ s~~' ~y~"cY~w•,^,1 #O0.' na ~ { 4 y' ' ga-'~ , ` ? fi" b 3S r 55