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Home My WebLink About020-1101-75-000 (2)CST-ao l E -- /S';� Wisconsin De artm f Safe �rd� Assional ervices Division of Ind stryServjpe� y 11DD H�� SOIL EVALUATION REPORT St. Croix County pevOopm rdance with SPS 385, Wis. Adm. Code County Attach complete sit pl nitY ass than 8 1/2 x 11 inches in size. Plan must include, ST Croix but not limited to: ve Ical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 020-1101-75 000 Please print all information. Re by Pagel of 2 Date Property Owner Property Location: Robert and Caroline Baker Govt. Lot: SW Y.. NE Y.. S 34 T 29 N R 19 W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# #3$(060 651 CTY RD N 1 CSM 07-1988 City State Zip Code Phone Number ❑ City ❑ Village 9 Town Nearest Road Hudson IWI 154016 (612)419-0825 Hudson CTY RD N ❑ New Construction Use:❑ Residential/Numberof bedrooms 2 Code derived design flow rate 300 GPD ❑ Replacement ❑ Public or commercial — Describe: rdlent enal San y Outwash (Fiuvaquents) Floodplain elevation f applicable NA ft. General comments and recommendations: end in -ground conventional POWTS trenches at 40" max depth with 0.4 gpd/f12 loading rate. 1❑ Boring # ❑ Boring Pit Ground surface elev.100.06 ft. Depth to limiting factor 96 in. CNl Andi..eN— 0-#- 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 0-8 10YR 211 1 2mabk mvfr cs 3c-vf 0.6 0.8 2 8-22 10YR 2/2 I 3msbk mvfr cs 2m-vf 0.6 0.8 3 22-35 10YR 314 cl 2mabk mfr gs 2f-vf 0.4 0.6 4 35-55 10YR 4/4 (25% gravel) grs Osg loose cs 1f-vf 0.7a 1.6a 5 55 96 10YR 5/4 1 s 1 Osg loose as 1vf 0.7a 1.6a 6 96+ gravel Boring # ❑ Boring 2❑ Pit Ground surface elev 99.98 ft. Depth to limiting factor 112 in. Q. it A"."s—u..., ogre 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 0-8 10YR 2/2 1 3mgr mfr gs 2f-vf 0.6 0.8 2 8-16 10YR3/2 1 2csbk mfr gs lvf 0.6 0.8 3 16-47 7.5YR3/3 sl 1fgr mvfr as 0.4 0.7 4 47-62 10YR 4/6 (5% gravel) grs Osg loose as 0.7a 1.6a 5 62-112 10YR5/4 (10%gravel) grs Osg loose 0.7a 1.6a 6 112+ gravel It CST Name (Please Print) Signature CST Number Ryan Bechel v'/G 1330832 Address Date EvEation Conducted Telephone Number 371 Cannon View DR, Red Wing, MN 55066 07/16118 (651) 327-0074 J0V-OJju umuU l 10) ❑ Boring Boring # ❑� Pit --"'IM $ff st7flace elev. 99.55 ft. Depth to limiting fa or 76 )in 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 0-12 1OYR 2/2 - I 3mgr mfr cs 3ni 0.6 0.8 2 12-28 10YR 3/3 - I 2msbk mvfr gs 2m-vf 0.6 0.8 3 28-43 10YR 4/3 - I 2msbk mvfr cs 2m-vf 0.6 0.8 4 43-60 1 OYR 5/4 - Is 1 mgr mvfr cs 1 ri 0.7a 1.6a 5 60-76 7.5YR4/4 (10%gravel) grs Osg loose cs 1f-vf 0.7a 1.6a 6 76-88 2.5Y 8/1 MY 616 vfr-fs Osg loose as 0.4 0.6 OIL ❑ Boring # ❑❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor _ in. Rnil Annliro}inn Ro}n 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 Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Stricture Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe 'Ef1#1 'Eff#2 ' Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 5 150 mg/L ' Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 s 150 mg/L Designer: Ryon Bache] Certified Soil Tester: #1330832 Designer of Engineering Systems: D 2263-7 � 7 GAS GAS po ADVANCED t N V I R O N M e N T A L GAS GAS a ,1 GAS GAS GAS 'All property lines not Qo Benchmark drawn are >100ft from system I%ij Soil Boring I I � I gas _ I i utility grade at I 2 kZ marked pvc pipe " O 100.00 82 99.9a I I I I I I 1 otI 1 1 ; I 1 0 1 1 83 IT 111 99.55 / tree line s � � \ I e \ \ I � I 1• / C9S �otc& Well V G7 ti / BM1 _ �taq I — — - grade at }" I r marked pvc pipe I— / telephone %� <v� electric utility I / utility utility P 1 V\stied existing system GAS edge of R-O-W GAS SYSTEM NOTES Septic Tank: Pump Tank: STA -Recommend in -ground conwnhanal POWTS trenches at 40' max depth with 0.4 gpol421oading rate. -Depth to restriction = 76' -slope=0-1%(gat) Distribution: LOCATION MAP (not to sods) Cry RD N 633 6g565 SITE z 1,1 639 is Septic System Designed For. Robert and Caroline Baker 651 Cry RDN Hudson, WI 54016 PID: 020-1101-75-000 2.468 Acres J J V T r Legal: Lot 1 CSM 07-1988 SW/4 NE/4 S34 T29N Certified Statement: This system has been designed in accordance with State and Local codes. The Boil treatment area must remain protected from dieturbonce and/or conpactlon before and after construction. Non R19W, Town of Hudson sewage waste. (clear water sources) stall not be dieNeryed into the system. NO WARRANTY IS WE THAT THIS SYSTEM WILL CONTINUE TO FUNCTION INOEFINfIELY. System must be proWy maintained. Review your Scale: 1"= 50' Date: 7 16 18 systems management Information manageent plan for Infoation on proper care and maintenance.