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Home My WebLink About002-1087-80-225 (2)I,A Wisconsin Division of Services MAY 2 5 70?3 SOIL EVALUAT]ON REPORT LsT-2o27-l accordance with SPS 385, \Ms. Adm. Code less than 112 x 11 inches in size. Plan must include, (BM), direction and percent slope, distance to nearest road Please print d!! information. be used for se oses s. 15 Attach site but not limited scale or d Personal information U h 5 ,",'3:L 6Z! C7 N Dh Parcet t.D@Y\-0F 002-1087-80-225 Reviddd bv -)/hrlfihrtl^l'/ltvl nDate Property Owner David Olsen Property Location Govt. Lot: NV //L/'i*u sw %s34 T29 N R16 W I Property Address 621 CTY RD BB Lot # 01 Block #subd. Name q@*'\ csM 22-'5320u City Woodville State Zip Code Phone Number ly' lsaoza ltzrsl338-oe5o E rown I aatowin Nearest RoadE city ! vittage l"*RDBB [] NewConstruction Use: En Residential/Numberof bedrooms 3-4 Code derived design flow rate 600 6pp fl Replacement f] PuUtic or commercial - Descnbe: Parent material Loess over loamy till Ftoodptainetevation @ Genefal Comments and feCOmmendatiOnS: Recommend minimum 20" sand-lift POWTS mound with 6'wide bed on 100.00 contour with 0.4gpd/ft2 loading rate LF = 16" (Redoximorphic features) 1 Boring #! Boring I eit Ground surface s;sy.97.80 ft.Depth to limiting factor 16 in SoilApplication Rate Horizon Depth ln. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh Consistence Boundary Roots GPD/Ftz *Eff#1 *Efl#2 1 0-9 10YR 3/3 I 1f-msbk mfr CS 2m-vf 0.4 0.6 2 9-16 1oYR 4/3 I l fsbk-1fpl mfr gs 1m-vf 0.4 0.6 3 16-20 1oYR 4/4 f2f 1oYR 5/8 & 1oYR 6/1 I 2mabk mfr gs 1m-vf 0.6 0.8 4 20-28 1oYR 4/4 f3d 7.sYR 5/8 & 1oYR 5/2 ls-sl l msbk mvfr gw 1m-vf 0.4 0.7 5 28-40 1oYR 5/6 c2f 10YR 4/6 & 1OYR 6/2 ls osg ml AW 1f-vf 0.7a 1.6a 6 40-46 2.5Y 414 m2p 7.5YR 5/8 & 1OYR 5/1 cl 0m mfr-mvfi 0.0 0.0 'Water filled I ole to 35" de;rth during observatio n window 2 Boring #Boring Pit tr E Ground surface g1gy. 100.00 ft.Depth to limiting factor 17 in. SoilApplication Rate Horizon Depth ln. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consislence Boundary Roots GPD/Ft2 .Eff#1 *Eff#z 1 0-9 1oYR 3/3 I 1f-msbk mfr CS 2m-vf 0.4 0.6 2 9-17 1oYR 4/4 ls-sl l msbk mvfr gw 2m-vf 0.4 0.7 3 17-29 1oYR 4/6 f2f 1oYR 5/8 & 1oYR 6/1 ls osg ml AW 1f-w 0.7a 1.6a 4 29-38 2.5Y 4t4 c2d 7.5YR 5/8 & 1OYR 5/2 cl 1 cabk mfi gw 1vf 0.2 0.3 5 38-44 2.5Y 414 mZp 7.5YR 4/6 & 7.5YR 5/2 cl-c 0m mfi-mvfi 0.0 0.0 CST Name (Please Print) Ryan Bechel (Advanced Environmental LLC,) Signature CST Number 1 330832 Address W11932 560TH AVE, Prescott, Wl 54021 Date Evaluationtonducted 05t10t23 Telephone Number (651 ) 327-0074 * Effluent #1 => 30s220 and TSS > 30 s 150 s30 and TSS s 30#2 = BOD sBD-8330 (R04/15) ,Z not 3 h \ Boring #Boring Pit tr E Ground surface elev. 1oo'oo ft.Depth to limiting factor 24 in SoilApplication Rate Honzon Depth ln Dominant Color Munsell Redox Descnption Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#z 1 0-9 1oYR 3/3 I 2f-msbk mfr CS 2m-v'f 0.6 0.8 2 9-17 10YR 4t4 ls osg ml gw 2m-vf 0.7a 1.6a 3 17-24 1oYR 4/6 ls-s osg ml CS 1f-vf 0.7a 1.6a 4 24-33 1oYR 5/6 f2f 7.sYR 5/8 COS osg ml CS 1f-vf 0.7a 1.6a 5 33-50 '1oYR 6/6 c1f 1OYR 4/6 S osg ml CW 0.7a 1.6a 6 50-58 1oYR 4/6 c1f 7.5YR 5/6 cos osg ml 0.7a 1.6a 4 Boring #Boring Pit Ground surface "1"r.99'15 rt.Depth to limiting factor 0 in SoilApplication Rate Horizon Depth ln. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh Consistence Boundary Roots GPD/Ft2 "Eff#1 *Eff#z 1 0-7 1oYR 3/3 I 1f-msbk mfr CS Zm-vf 0.4 0.6 2 7-13 1oYR 4/4 f2f 1OYR 5/8 & 1oYR 6/1 sicl 2mabk mfr gs 2m-vf 0.4 0.6 3 13-35 1OYR 4/6 c2d 7.5YR 5/8 & 1OYR 5/1 sl-cl l msbk mfr-mfi CS 1m-W 0.2 0.3 4 35-42 1oYR 4/4 (saturated)sl 0m mfi 0.2 0.6 (A+0") 5 Boring #Boringn E Ground surface elev. 101'60 ft Depth to limiting factor 0 inPit SoilApplication Rate Horizon Depth ln. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh Consistence Boundary Roots GPD/Ft2 *Eff#1 .Eff#z 1 0-9 1oYR 3/3 I 1f-msbk mfr CS 2m-vf 0.4 0.6 2 9-1 I 1OYR 4/4 f2f 1oYR 5/8 & 1oYR 6/1 sl 2msbk mvfr gs 2f-vf 0.6 1.0 3 19-25 1oYR 5/4 c2d 7.5YR 5/8 & 1OYR 5i2 scl l msbk mfi CW 1f-vf 0.2 0.3 4 25-34 1oYR 4/6 c2d 7.5YR 5/8 & 1OYR 5/1 cl l mabk-0m mfi 0.0 0.0 (A+0") *Effluent#1 = BOD, > 30s 220mglL and TSS > 30< 150mg/L *Effluent#2 = BOD, >30< 220mglL and TSS> 30< 150mg/L lmportant: Test area is located on backside of sand y knob. Adjacent borings indicate near surface saturation due to weak clay loam to sandy clay loam subsoils. Stay within borings B'l - 83 only Recommend a maximum linear loading rate of 6gpd/ft due to weak topsoil conditions (6'wide dispersal bed). Designer. Ryan Bechel Certified Soil Tester: 1330832 Designer of Engineering Systems. D 2263-7 @ ADYANCED "All property lines not @ Benchmark drawn are >100ft from ^sYsfem* $ SoilBoring @ 2023 Advanced Environmental LLC. Allrights reserved. SYSTEM NOTES Septic Tank:h \ +380' .'9$. t \\ \\ , Soil Treatment Area: -Recommend minimum 20'sanGlitt POMS mound on 1il1,00 contour with 0.4gpdrTt2 loading rate -Depth to resficlion = 1 6' (Redoximorphic features) {ontour = 100.00' -Slope = 906 Distribution: -System vrrll require pressure distribution LOCATION MAP (not to scolc) PREPARED FOR: David Olsen Site Address: 621 CTY RD BB Woodville, WI54028 PID: 010-01047-0100 16.55 Acres Legal: Lot 01 CSM 22-5320 sw 1/4 sw 1/4 s54 T29N R16W Town of Boldwin Scale: 1" = 40' Date: 5/10/23 Pump Tank: \ Il I -1 I j I l \ +\ BM2 = 95.00 Top nail in 6" wooden post (43" above grade) Tree/brush line BM1 = 100.00 Top 1" PVC pipe (16" above grade)%.dp100, 00,_ ^Ec/J \d?e$ @ md &.t Y B4 es.l5 + Current grade s 101.50 -trp d?"$ to east P.L. SCALE ,'*t" "3ff;J+\ 1+l +1 J+l -,,,(;*n'),*, ------*l{: -'-'2"/ -- 85 $ r or.oo sq **NOTE: Future Split Anticipatedxx--t---- +l I , coo od. EU *xWell to be located >50ft from soil treatment area & >25ft from tanksx*20' CrUfd Std..rt fH. .r.trn lr b4.r .llgrd rn diri.d in @!ba rtth sl!t! .d L!.d .de lll d ir..t,rit 'i ni.a ddn Flt d.d tc drlrt.6 otd/d spd6o. bJm dn dt d.tt c6oi. + 0 40' ? SITE d { I + ll SCC ArcGlS Web !\4ap VQL;25 P a IlI sM VOL! I4 P.G I :, 51412023,7:44:59 AM ['Sll OrainageEasemenl Lot and Units pubtic ROW Outlot Unit Park Lot Limited Common Element GeneralCommonElement RiverWayZoning Tax Parcels 1 Subdivision/CSM Boundaries 2 03060 WDNR, SCC CDD, SCC CDD, FEMA, SCC CDD 0 105 1.3,227 210 420 ft 120 m W.b APpBuildd for ArcGlS F I CERTIFIED SURVEY MAP LOCATED IN THE NW 1/4 OF THE SW 1/4 AND THE SW 1/4 OF THE SW 1/4 OF SECTION 34, TOITNSHIP 29 NORTH, RANGE 16 WEST, TOV\N OF BALDWN, ST CRO]X COUNW,WSCONSIN AND BEING LOT 1 OF CERTIFIED SURVEY MAP VOLUME 2'PAGE 5320, DOCUMENT NUMBER 839@6 West Quarter Comer Sec. 34-T29N-R16W found Alum. Cap lmle[Fd lands_ A:16.62 R:522.96 CA:149-15 CB:N00-O2-O2.5W C:16.62 TB lN: N00-56-40W TB OUT:N00-52-35E The Parcel(s) shown on this map are subject to State, County and Town laws, rules and regulations (i.e., wetlands, minimum lot size, access to parcels, etc.). Before purclasing or developing any parcel(s) contact the St. Croix County Community Development Department and the Town for advice. s87-49-57E 653.85 N87-49-5 3W 6s6.23 Southwest Corner Sec. 34-T29N-R16W found Alum. Cap Legend = Found St. Croix County Mounment as noted Lot 1 Area lncluding Road Right of Way: 235,860 Square Feet 5.4146 Acres Area Excluding Road Right of Way: 217 ,800 Square Feet 5.0000 Acres Lot 2 Area lncluding Road Right of Way: 485,213 Square Feet 11.1390 Acres Area Excluding Road Right of Way: 448,169 Square Feet 10.2886 Acres NW1t4-SW1t4 sEc. 34-T29N-R16W lnpletted lands_ rO O). O) cf)l\ toJ 7 D 6" t\q NO UJ rO I.to I Oa 50 (Y)tNo =rO I(o rO Iooz O)(t? cf) oo(o N =rO I(o rO IOOz oE (U Eo (U )1 com Eoo oO Lot 1 CSM )t_ 11, P_3!q6_ Doc. No. 631 483 100 Bearings are based upon the St. Croix County Coordinate System, NAD 1983, (1991) Adjustment. The west line of the SW 1/4 bears N0O-5451W. Bearings are expressed i n deg rees-minutes.seconds. Distances are expressed in decimalfeet. See County Surveyor's Ofiice for Section Data. sw 1t4 - sw 1t4 sEC. 34-T29N-R16W rtllllllllll gCONs o. r O)f'-\ y_22_ P_sjlao_ Doc. No. 839696 * +(q o C = Set 314" x 18" lron Rebar weighting 1.50 Lbs. Per Lineal Ft. a = Found 1" o.d. lron Pipe 200 Scale: 1 lnch = 200 Feet 0 400 ?-\ S UR { 4-1&nn t4 9"; ts luc*I-;u N87-49-57W 654.61 -50 f.-q (o cf) h 50 O h 60 co O. 3.50 Xp, Is+, (') (t? $t ar) Shed LOT 2 oq rta () o-o U) House 50.02 ^ t -\t F- =osI(o l() Iooz On sF- 50 04 604.57 _lJt_1_C_Sn4_y'z4E-5!a0_ Doc. No. 839696 @ Well oShed 606.21 Brandon W King s-2632 Eau Galle W Brandon King Land Surveying, LLC N324 Co. Rd. D Eau Galle W 54737 Phone. 71 5-639-5243 Email: bklsll@gmail.com PREPARED FOR: David Olson 621 County Road BB Woodville W 54@8 SHEET 1 OF 2 SHEETS FIELD WORK DATE: +17-NZ3 MAP DATE: 4-18-202 _LoI_2_C_SU_