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Home My WebLink About032-2070-10-050 ~ y #1775 ti ♦ t * De 1}RR Q}f' S SOIL EVALUATION REPORT page 1 of 4 S P d: in accordance with Comm 85, Wis. Adm. Code Schmitt Soil Testing, Inc. = Professional Service$ • ti . e; -PI rr Attach complete site plan on paper not I !fit"= X 1} inches in siz St. Croix hon ntahr feren point (BM}- dire on enef =-zW._ Parcel I.D. include, but not limited to: v t► >9 and location and dis percent slope, scale or di County src}eCrad tie to nearest road. 7parl of: 032-2070-10-050 ns;aftti rrow, °'A'6se print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). 6A 1 Property Owner Property Location Govt. Lot NE1/4, NE1/4, S13, T30N, R20W Doyle, Mark Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2 CSM Pending 281 Andersen Scout Camp Trail Nearest Road City State Zip Code Phone Number ❑ City ❑ Village E Town Houlton WI 54082 734-787-7387 Somerset 30Th Street GPD Use: ,ti Residential / Number of bedrooms 4 Code derived design flow rate 600 New Construction Replacement ❑ Public or commercial - Describe: Flood plain elevation, if applicable NA ft. Parent material Glacial Till (Amery Series) General comments Area is suitable for a Mound System. System elevation is,913 I based off of a contour line established at 96.60'. Slope of area is and recommendations: 16%. Depth to limiting factor is 22". Boring # r~ Boring Pit Ground surface elev. 97.50 ft. Depth to limiting factor 22 in. Soil Application Rate Roots GPD/ft' Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary *Eff#1 *Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-9 10yr3/3 none sil 2mgr mvfr as 2vf 0.6 0.8 none grsl lmsbk mfr gw 0.4 0.7 2 9-22 7.5yr4/4 m2d 7.5yr6/6 sl Om mf 0.2 0.6 3 22-56 5yr4/4 7,5yr6/2 a Boring # ❑ Boring Z Pit Ground surface elev. 96.90 fl. Depth to limiting factor 22 in. Soil Application Rate GPD/ft2 Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots *Eff#1 *Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-11 10yr3/3 none sit 2mgr mvfr as 2vf 0.6 0.8 2 11-22 10yr4/4 none A 2msbk mfr gw 1vf 0.6 0.8 m2d 7.5yr6/6 grsl Om mfi 0.2 0.6 3 22-59 Syr4/4 7,5yr6/2 " Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD5 <_30 mg/L and TSS <_30 mg/L CST Number CST Name (Please Print) Signature: CST Nu Thomas J. Schmitt Date Evaluation Conducted Telephone Number Address Schmitt Soil Testing, Inc. 4/13/2015 715-760-1978 1595 72nd St. New Richmond, WI 54017 SBD 8330 (R 07/00) Page __.Z _of 4 Doyle, Mark Parcel ID # part of: 032-2070-10-050 Property owner Boring 94.50 ft. Depth to limiting factor 23 in. Soil Application Rate Boring # N Pit Ground surface elev. GPD/ftz Horizon Depth Dominant Color Redox Description Texture Gr. Structure Consistence Boundary Roots "Eff#1 •Eff#2 in. Munsell Qu. Sz. Cont. Color 2vf 0.6 0.8 1 0-12 10yr3/3 none SO 2mgr mvfr as sil 2fsbk mvfr gw ivf 0.6 0.8 2 12-23 10yr4/4 none c2d 7.5yr6/6 grsl imsbk mfr gw 0.4 0.7 3 23-34 7.5yr4/6 7.5 /2 m2d 7.5yr6/8 mf 0.2 0.6 4 34-51 5yr4/4 7 5yr6/1 sl Om Boring Depth to limiting factor in. Soil Application Rate E Boring # El Pit Ground surface elev. GPDtW Structure Horizon Depth Dominant Color Redox Description Texture Gr. Sz. Sh. Consistence Boundary Roots -Eff#1 •Eff#2 in. Munsell Qu. Sz. Cont. Color Boring ft Depth to limiting factor in. Soil Application Rate Boring # pit Ground surface elev. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots "Eff# GPD/ -01#2 Gr. Sz. Sh. in Munsell Qu. Sz. Cont. Color " Effluent #2 = BOD5 30 mg/L and TSS <_30 mg/L Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <_j 50 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. Schmitt Soil Testing, Inc. SBD-8330 (R.07/00) - Page 3 of 4 Con~ueted For Conducted by: _lyiaek~oyle - - _ Schmitt & Sons Excavating, Lnc _ Lyame: Address: State, Zi 281 Andersen Scout Camp Tr Thomas I Schmitt, CST 227429 >~rfou~ WI 5408 - - ty- p: -'586 Valley View Trail- Somerse.t,WI-54025 - - Subdivision: Pending - Phone: 715-790-1978 Acres) Lod No 2 k8.58 F4 1/4s13 t AEI Signature _ jegaWescription-. - -E Date Township, County:.. Somerset Township, 5t. Croix County ® Backhoe Pit - - bench ~i(ark 1 f=i.1~0 00` Top of 2"PVC pipe. Q -bench Mark-21=1. ~W26" Top-of 2" PVG pipe. 9C60 Slope= 16% / Scale 1 40' ~o w 7~ u.2 L _ LCwU Tt~ 13 S 'Z L 1/l e L=°-- - P X50 -7~ 13 N, C - QS - - - - - 3 - IZNI f t1G- C G~ o T G/ 4 °pZCO.+C o w sue„ ~Q„oz= ?m~ A Apo GZQ = AAAz~ O O ~p• ZRC1 0Cm O n O+ \"C NC "11 b A~ mAg pn' {~j O g 2' z A N 0 i z m v A ~ C1 ~wO g z" 0 VQL. _ 23 Z+ c m y I C.5_M_ > PG 5538 C m D N00°24'00~'E 893.63' M N N Io 195.52' 193.97' 268.34' 193.19' tv N N IN 'I N N z 0 00 IZ G ki cA„ X t" Z 0 A W I ° i R7 tri ~ m A L-4 Io I L, S fI I w I CD 401.85 w 10 W O n I fl+ ~t'.', ~Z 500°12'43"E 440.70' N ~0 00 fA:j k° ouio v I3 No O 3l8VINfJ a cq N \ I I z0 \ I OT t1`a to T ~ tO NO0°12'43"W 437.89' 0 m S00°12'43"E 439.05' 401.00' m m a c w co sa ? bpi z u, 0 cl w 00 "o -i - 00 0 x"17 4 p: A C7m s o O 1w, !R o z D z n m 00 IN_- tv 00 4b- C -n \ A r pNp 0000 0 m r Z cn cwi+v w Am-Oi g~ W w ~p Cj m O w $ < m o cn Q o n SO0°35'32"W 604.75' ^ z ~~~n1TTUl,~ r+ m --BYRE S u N O O_ r O rn Q 1 .7 'n BEARINGS ARE BASED UPON THE ST. CROIX COUNTY COORDINATE SYSTEM g SOIL PROFILE DESCRIPTION Owner: DYL~ ,el.~ CST: SG IJ7,,Z!::~ System Elev. Proposed: 9 7ft Syst. Range ft to ft Ld Rate: # I Elevation: '171- # Z Elevation: # ~7 Elevation: 9y o Boring o Boring o Boring Pit Pit or Pit f%- - /7107-LE--T> - - - - - - 9Z - - - gv- S I - - - - sl ~o - i