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Home My WebLink About030-2072-70-320 s• _z~. i - c F : C RECEIVED I ' '=00' #1876 P$ 5 2017 Say Page 1 of 5 mill. %.,uoe ProfeFs'"A% SUNTM Schmitt Soil Testing, Inc. Attach complete sitewm nr"nPQQ8&WA711 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I Part of: 0 -2 2-70- Please print all information. Re vi d By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 12. 6 , Property Owner Property Location Anderson, Mike Lisa - - Govt. Lot _ W1/4, 1/4, S36, T30N, R20W Property Owner's Mailing Address Lot # Block # Subd. Name r CSM# 271 125th Ave. 2 CSM Pen ng Approval J City State Zip Code Phone Number City Village Town Nearest Road V Hudson WI 54106 612-366-4880 St.Joseph ZS`~ 123Rd Ave. New Construction Use: Residential 1 Number of bedrooms -4 Code derived design flow rate 600 GPD 11 Replacement Public or commercial - Describe: Parent material Loess over Till (Onamia-Antogo Complex) Flood plain elevation, if applicable NA General comments Area is suitable for a mound system. System elevation is 99.10' based off a contour line established at 98.60. Slope of area is and recommendations: 15%. Depth to limiting factor is 30". Boring F-11 Boring # Pit Ground surface elev. 99.10' ft. Depth to limiting factor _ 30----- in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ftz in. Munself Qu. Sz. Cont. Color Gr. Sz. Sh. 7 1~ *Eff#t *Eff#2 1 0-9 10yr3/3 none _ sil 2mgr mvfr as ~fv2fvf ,0.6 0.8 - - 2 9-18 10yr4/4 none sil 2fsbk mfr gw 0.6 0.8 3 18-30 10yr4/4 none Sid 2msbk mfr gw 1vf 0.4 0.6 4 30-49 10 r5 3 c2d 7.5yr6/8 Y / 7.5yr6/2 sil imsbk mfr gw 0.4 0.6 5 49-88 5yr4/4 c2d 7.5yr6/6 7.5yr6/3 sl Om mfi 0.2 ~ 0.6 Boring F2 Boring # Pit Ground surface elev. _ 99.10' ft. Depth to limiting factor 32 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure . Consisten Boundary Roots GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ; 7 F *Eff#2 1 0-9 10yr3/4 none sil 2mgr mvfr as if,2vf 0.6 0.8 2 9-20 10yr4/4 none Sid 2fsbk mfr gw ivf 0.4 0.6 3 20-32 10yr4/4 - none - sil 2msbk mfr gw 1vf 0.6 0.8 - - - 4 32-41 10 r4 36 c2d 7.5yr6/6 - Y 7.5yr6/2 sl Om mf gw 0.2 0.6 5 41-76 5yr4/4 c2d 7.5yr6/8 sl Om mfi 0.2 0.6 7.5yr6/3 Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS <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 4/5/2017 715-760-1978 SBD-8330 (R.07/00) Owner n-e Property Anderson, Mike & Lisa Parcel ►D # Part of: 030-2072-70-000 - d/ - / Page 2 of 5 !Boring • ] Boring # Pit Ground surface elev. _ 96.50__- ft. Depth to limiting factor 30_ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G_PD/ft2 in. I Munsell Qu. Sz. Cont. Color I Gr. Sz. Sh. *Eff#t *Eff#2 I 1 09 -10yr3/3_ none sil 2mgr mvfr as 2vf 0.6 0.8 1 2 9-14 10yr4/4 none scl 2fsbk mfr gw ivf 0.4 0.6 3 14-30 10yr4/4 none sl imsbk mfr gw 1vf 0.4 0.7 c 7.5yr6/8 4 30-36 10yr5/4 7.5yr6/2 Is icsbk mvfr cs 0.7 1.6 c2d 7.5yr6/8 - - - 5 36-78 5yr4/4 7.5yr~_ sl Om mf 0.2 0.6 4 Boring F Boring # Pit Ground surface elev. _)OODC - ft. Depth to limiting factor 30 _ 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. ~-*-E-ff#7 `Eff#2 mgr mfr as 2vf 0.6 1.0 1 0-11 10yr3/3 none ff12 2 11-23 -10yr4/4 none msbk mfr gw ivf 0.4 0.6 - 3 _ 2330 10yr4/4 none fsbk mfr gw 0.6 1.0 .5 r4 6 c2d 7.5yr6/4 30-49 7 - y / 7.5yr6/2 msbk mvfr gw - 0,4 0.7 c2d 7.5yr6/5 49-84 5yr4/4 Om mfi 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1_ 'Eff#2 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 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. i Page 3 of 5 t- Conducted by: Conducted For: ' Schmitt & Sons Excavating, Inc.. Name: Mike & Lisa Anderson { Thomas J. Schmitt, CST 227429 Address: 271 125th Ave. 586 Valley View Trail City, State, Zip: Hudson, WI 54016 ±------t Somerset, W l 54025 Phone: 715-7 0-1978 / PID: Part of: 030-2072-70-000 Sgnatur Lot No. 2 CSM Pending Approval i Date Legal Description: NW1/4 SE1/4 S36 T30N R20W N Backhoe Pit Township, County: St. Joseph, St. Croix County 0 Bench Mark 1 El. 100.00' Top of 1 1/4" PVC pipe - - A Bench Mark 2 El. 99.57' top of 1 1/4' PVC pipe f ~ } Slope= 15/o I { ~ ~ { O t- Scale 1"= 60t Contour Line El. 98.6 Contour Line Length 100 - - . - = - { NOTE: For full view of Lot see Aerial Photo (Page 5 of 5) j t 00 I i f ~ I { r ~ I i r- - - r - - t - t 3 3 1 l - 1 { /oi " 13 : %f Qm i 7 , ~.1. ? t l , a CERTIFIED SURVEY MAP LOCATED IN PART OF THE NW1/4 OF THE SE1/4 AND PART OF THE SW1/4 OF THE SE1/4 OF SECTION 36, T30N, R20W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. LEGEND 1 FOUND V DIAMETER Z a M STEEL SURVEY MARK PREPARED FOR: SURVEYOR: O O • FOUND 2-3/8" OUTSIDE DIAMETER IRON PIPE MIKE ANDERSON DOUG ZAHLER 4 9 w 271 125TH ST. S& N LAND SURVEYING a ,0 . m SET 1" OUTSIDE DIAMETER BY HUDSON, WI 54016 2920 ENLOE ST. STE. 101 o -I ; 1 18" LONG IRON PIPE, yZ m C O WEIGHING 1.13 LBS. PER HUDSON, WI 54016 y 2 D LINEAR FOOT FOUND 1-1/4" OUTSIDE -~i O o z O DIAMETER IRON PIPE EAST AND WEST 1/4 LINE $ X m N89°30'11"E 5219.87'--- m PREVIOUSLY RECORDED 125TH AVENUE BEARINGS AND DISTANCES _ ARE SHOWN IN PARENTHESIS SCALE: 1" = 150' 3917.56' 1589°30'11"W 1302.30' 350 75 0 ISO SECTION 36 CORNER SECTION 36 I l I E1/4 CORNER' I SECTION 36 Note: Lots may be subject to future assessments for any upgrades or improvements to the roads. LOT 1, C.S.M. i VOL. 11, PG. 3133 I N ° 3. CD M CLR.a3 ~ c o -O I o 3 ~ m o ?m CD (0 O m N d O C r I I N.~ 7 I O O.~ tV N 7 M m ° 8 z N I i 0 _40 m G 0 'w C, Fr d y ~ O I LOT 3, C.S.M. VOL. 18, PG. 4687 3 0 0 I' c 0 0 R m IDS - - - -w w - N T~ r S120 (D ro EXISTING 66-FOOT) I 0° o r- A 66 FOOT WIDE STRIP OF 0 O IO LAND RESERVED BY OWNER WIDE ACCESS I ° =r CD N ( FOR POSSIBLE FUTURE EASEMENT O-" K Q N. 0 -TEMPORARY EXTENSION OF 123RD AVENUE I N cf) CUL-DE-SAC j I- C. p N (S86°50'33"f 753.89) i7 O A • S89°05'51"E 753.78' ? o 123RD AVENUE 3 287 466.78' y tt- EXISTING DRIVEWAY\ / 1r - PROPOSED 0 DRIVEWAY LOT 1 / 242,823 SQ. FT. J i $ 5.574 ACRES n ° w LOT 2 c / WELL N ro u' 149,199 SQ. FT. w ` g b C ,W,-, SEPTIC N a Z w 3.427 ACRES r* m A v DRAINFIELD 4, t. w C b NT r D 0, v C I O ~ Q EXISTING HOUSE O `O 0 v WETLA D -SOUTH LINE OF THE P N V NW1/4 OF THE SEI/4 Ito .I Owl . _j 31.59'= • • 466.97' N89°07'00"W 255.48' • N89°05'38"W 498.56' (N86°49'57"W 25534) (N86°5051 "W 498.69) LOT 17 I LOT 18 P I N E __T R E E_ M E A DOW S DRAFTED BY: DOUGZA.HL!_R PROJECT NO: 7583-001 DATE: 4/3/17 SHEET 1OF2 S- ~ ,tea ro KAM TVA w m N I co O Ul W co -4 ~ Z co D ~o o d t a -All ~,Ilt 40 r m#^ CO °:y ~ a >is jQ yp o 49 C C Our r Mo~ A 0 (n c: o A :a 3 v m N N m m p1 ~ n H2 y' y f x m' ID m p p c o a m m x ° m y v w n 3 C7 h m " Q v " ° m n 3 K A x _ _ m (7 x H a ry Il~ww~...". f,.yr__ N N N ~ U S ° N ? ~ ~ N 6 4 C n z N ° a N N a° _ N n y 0 (7 < m y N N N O o o O N a ao Ul 0