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Home My WebLink About030-1057-60-000 (2) ~ s RESa~fet WED SOIL EVALUATION REPORT 7~S #1815 P Y in accordance with Comm 85, Wis. Adm. Code 1 of 4 POs[IT S~r,~ICeS Schmitt Soil Testing, Inc. [ t! 0 County Attach complet6}e jw Mss than 8'% x 11 inches in size. Plan must St. Croix include, bpi( i zontal reference point (BM), direction and percent slope, s'ca7dt di i Amw, and location and distance to nearest road. Parcel I.D. . y r ! f r M Please print all information. Rev ed By Date. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ZZ Property Owner Property Location Eiring, John & Donna Govt. Lot NW1/4, W1/4, S23, T30N, R19W Property Owner's Mailing Address Lot Block # Subd. Nam or CSM# 1477 North Bay Rd 7 CSM F"dM-,/o ,g 77~ City State Zip Code Phone Number City Village Town Nearest Road Somerset WI 54025 715-247-3530 St.Joseph y7 7 . North Bay Rd New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Cutwash (Port Byron Series) Flood plain elevation, if applicable NA ft. General comments Area is suitable for a mound system. System elevation is 99.37' based off a contour line established at 98.62'. Slope of area is and recommendations: 130/( . to limiting factor is 27". - P-V S~o AaDep Zo 1 Z M Boring # Boring 1 Pit Ground surface elev. 99.00 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 -Eff#2 1 0-15 10yr3/4 none sl 2mgr mvfr as 2f lvf 0.6 1.0 2 15-27 10yr4/3 none sl 2msbk mvfr gw 2f,lvf 0.6 1.0 3 27-30 7.5yr4/6 m2d 10yr6/6 sl imsbk mvfr 10yr6/2 9w ivf 0.4 0.7 4 30-64 10yr4/4 m2d 10yr6/8 sic[ lmsbk mfr 0.2 0.3 --1 Boring ❑ Boring # ` ?1 Pit Ground surface elev. 99.00 _ ft. Depth to limiting factor 37 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t *Eff#2 1 0-11 10yr3/4 none sl 2mgr mvfr cs 2f,lvf 0.6 1.0 2 11-27 7.5yr4/6 none grls Osg ml cs ivf 0.7 1.6 3 27-37 10yr4/6 none Is lcsbk mvfr gw 1vf 0.7 1.6 4 37-64 10yr4/4 m2d 10yr6/6 sil imsbk mfr 0.4 0.6 _ 10yr6/1 * 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) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 4/4/2016 715-760-1978 OD-8330 (R.07/00) Property Owner EirinJohn & Donna _ Parcel ID # Page 2_of - 4 Fil Boring J Boring # 1 Pit Ground surface elev. _96.47_ ft. Depth to limiting factor 32 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP_D/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-8 10yr3/4 none sl 2mgr mvfr as 2f,lvf 0.6 1.0 2 8-32 10yr4/3 none sl 2msbk mvfr gw 2f,lvf 0.6 1.0 3 32-52 10yr4/6 10yr6/2 sl 2msbk mvfr gw ivf 0.6 1.0 4 52-76 7.5yr4/6 m2d 10yr6/6 sl lmsbk mfr 0.4 0.7 - - - 10yr6/2 i Boring F-1 i 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 G_PDM2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring F-1 i 1 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/ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Et *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 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. SBD-8330 (R.07/00) Schmitt Soil Testing, Inc. p c t N o B u m 0 O 0, .1 .~.3. '!1 6 3 O O V T T V T N =0~6' 3 3 m O O m 0 r o- z z Z M H 3 0 dao v,~ m0 G O ZG SIB 01 0 C t+ D m n a ^ N d.i N O OC C C d Z O a -Ci 2' Z - Q o a, N c m O Z, Z `N O m~ H? G C 5 p a C J a. 0 0 0 j w H G O n 0~ 0 a m m m D C CO A Q r/~' w 7 z o gz Zen WEST LWE Of THE NW1/4 0 p { K m Z G~ [~rNOO°53'11"W 2653.76' 3~ z- A O 0 v V 1326.88' I 1326.88' Y o r m= o D o A z A z ~n tS m2 0, x ° Tz 0 OZv~ y n Q. !'1 N m nr OO C)A Z O> a T On 2A Q00 10 m -Ni O~ N~ WT ~nSi = Z w a< 1 , r m 00 (O D~Cv N C Z _ G NO0°00'06"W 179.64' p n (/1 { A Z C C) n • I~ >xOm 00 i / _ C p v < Q N00°00'06"W 181.11 V, l O I I Cfl Or Z O Z /Cu J / T W b W I~ < m r) m 00 ono b v to / / Z to In C W -p n Z kq / ~A JJ 0 ~~I I00 DON m w O~ w H D m ,-Ti ,•m-1 ' N G) W 00 oo Ax mw a A w Q aZ~ 00, LQ w o to I O to z u+ V I (D O N fv r 'M m~ yl+ V N I la 1 W Z A 10 n n J m m gyn. • o ~a z000 n Cjo ~ ti ~ ^ q5 CS c) 6 y `b Oq/c, roaon 0 q q qtq 44 l00 ..04 D '1° /oe~ 4/6° Ir 0 Ln CC•• / / yq° %qt• AAA 0 m w OW I W w n O VI a _ toy £1 L 0 e z N D D e a a p a 0 Z ° to / 9092°925 • Ln n ° n v rn L/ 6a9~3" w I C m m n o^ A ~L L a a i z rn • V + to/`ryF /,AaO w O OOny0 O z 00 3 3 o a „ o I I~ < IW pan oD In O,Q / O C y p C7 D cj~ 9iy n p m IV) w r 2vv+DG in G c c O t ]1 D/O~1 0 ~ Tm poQD is Cy) z TI,- owe N 0 Z z° S < O K\ O e in ~f n `xirii C :E O v N O C y O °O r L~ ) O N N C N Z7 4° • 2 A < Z 2 z I w ov ~O~A„m~ a- ~ ~n oni ~ m mC<c~p 9~ wvv_ ~ n C~ W ? rtl / A m Y+ Gl D O I~D v. ~o f / W ~ O o' ``I~ wr 1nm / D r O N / / -1 00 iu m iO/ N oo I W I1 ~ ~ ~ O v L~~/ p c g w fi THE WEST UNE OF THE NW1/4 OF D • yS NO n SECTION 23 BEARS NOO°53'11"W AS m / `a m w 2 REFERENCED TO THE ST. CROIX a w /I ^S~ C '~~c a n COUNTY COORDINATE SYSTEM SHEET 10F 2 r- Page 3 of 4 Conducted by: Conducted For: - Schmitt & Sons Excavating, Inc.. Name: John & Donna Eiring Thomas J. Schmitt, CST 227429 Address: 1477 North Bay Rd 586 Valley View Trail City, State, Zip: Somerset, Wt 54025 Somerset, WI 54025 Phone: 715-7 -1978 PID: part of: 030-1057060-200 , Signatu _ Lot: ( C S ~ 1/0 ~ 15 i y Y b ~3 Date Legal Description: NWl/4 NWi/4 S23 T30N R19W i. ® Backhoe Pit Township, County: St. Joseph Township, St. Croix County ® Bench Mark 1 El. 100.00' Top of 2" PVC Pipe. Bench Mark 2 El. 99.48' top of 2" PVC Pipe Slope= 13% Scale 1"= 40' Contour Line Elevation: 98.62' Contour Line Length: 75' NOTE: For full view of Lot see Aerial Photo (Page 4 of 4) t T_ _ i rz 7N Ar? k.- . 1 ' ~u ,SQL v . o T' , f i + W v + , co NTot L N~ , Q~t 9~ A-6' 3 _ - - , r -4 4- t tr H-e o "Y Lk a U ID', ~fk f C Xlf, oma F a t r 77,14 x ' I Alt Z, AYE ILI M' Z r rVo, x , 3 w a. 01 01 w ~ m ~ 4 Oft ~ r a= c . '3.2 r ~kn COA- a iJ C5 A CAN y A y r~~~.