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HomeMy WebLinkAbout002-1023-30-100 (2) 6sT-h01y - /c 6 • Wisconsin Departmen �� ;,!*J Division of Industry ]1 i � SAIL EVAL1ATION REPORT .{ #3432 3UI. 09 2019 in Z53� G1 y �e l of 3 with SPS 385,Wis.Adm-Code Keith Stoner CST County Attach couple site plan on lio 8' x 11 inches in size. Plan must St Croix include,but not 'united t6: Ma point(BM),direction and percent slope, arrow,and location and distance to nearest road. Parcel I.D. 002-1023•30-100 Please print all information. Date Personal information You provide may be used for RiNd By secondary purposes(Privacy Law,s.15.04(1)(m)). [/ J 4 / I !a��i Z Z • uperlyOwner Property Location 9 re.A'1 A//]TC� �/ (K.C.� Thomas&Antonia Levasseur Govt.Lot SE1/4,SW1/4,S11,T29N, 131 Property Owner's Mailing Address Lot# Block# Sk#1d.Name or CSM# 2530 County Rd E 2 CSM 14/3844 City State Zip Code Phone Number ❑ City ❑Village® Town Nearest Road Woodville WI 1 54028 1 Baldwin i Same ❑New Construction Use: ® Residential/Number of bedrooms 5 Code derived design flow rate 750 GPD ®Replacement ❑ Public or commercial-Describe: Parent material Sandy Loam Till �/'(iCQh Se,'PG'S Flood plain elevation,if applicable L. NA ft. General comments Propose two 4 x 94'mound dispersal ceps with a 6'sepetation. Locate the Mope cell over the 97.0D'contour with a system and recommendations: elevation=98.83'for both cells. Upsiope contour of Cell 1 staked onsite. i. Boring# ID Boring 7,h ®Pit Ground surface elev. 96.45 ft. Depth to limiting factor 16 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fi2 in. i Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 •E1fk2 1 k. .0-9 10YR3/2 - sin 2msbk mvfr cs 3f-m 0.6 0.8 2 9-16 __ 10YR513. - sil 2msbk mvfr 9s 2f-m 0.6 . .0.8 3 16-18 10YR5/3 c2d5YR5/8 sil 2msbk rmrfr / gs 2f ._ 0:6 0.8 _ 4 18-24 5YR5/4 c2d5YR5/8 sl 2nisbk mvfr gs if 0,6. 1.0 5 24-36 2.5YR4/4 c2d5YR5/8 sd 2msbk Ink gs - 0.4 0.6 6 36-47 2.5YR4/4 m2d5YR5/8 sd m mfr - - 0.0 0.0 2 Boring# ❑Boring ®Pit Ground surface elev. 96.30 ft Depth to limiting factor 14 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure I Consistence Boundary Roots GPD/tt2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. -Edith `Elfin 1 j 9 0-7 10YR3/2 - sin 2msbk mvfr cs 3f-m 0.6 0.8 2 7-9 10YR3/2 - sil imp! mvfr gs 3f-m 0.4 0.6 3 " 9-14 10YR4/4 - sit 2rnsbk mvfr gs 2f 0.6 0.8 4 1422 10YR4/4 c2d5YR5/8 ski 2msbk mfr 9s if 0.4 0.6 5 22-28 5YR4/4 c2d5YR5/8 sf lmsbk mvfr 9s - 0.4 0.7 6 28-38 2.5YR4/4 m2d5YR5/8 sd lmsbk/m mfr - - 0.0 0.0 *Effluent#1=BOD 5>30<220 mg/L and TSS>30<150 mg/L •Effluent#2=BODS<30 mg/L and TSS s_30 mg/L CST Name(Please Print) Signature: CST Number Keith Stoner 224059 Address Keith Stoner CST Date Evaluation Conducted Telephone Number 23220 Wood Creek Rd Siren,WI 54872 6/13/2019 715-566-0900 SBD-835/(1?.07/13) ' 'Property Owner Thomas&Antonia Levasseur parcel ID# 002-1023-30-100 Page 2 of 3 ❑Boring 3 Boring# oiling factor 19 in. 0 Pit Ground surface elev. 97.10 ft. R Depth to Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tt2 in. Munsell Qu.Sz.Cont Color Gr.Sz.Sh. •Eff#1 .Effir2 illy 0-9 10YR3/2 - sil 2msbk mvfr cs 3f-m 0.6 0.8 2 9-17 10YR4/4 - sil 2msbk mvfr gs 3f-m 0.6 0.8 3 17-19 5YR4/4 - sd 2msbk mfr gs 2f OA 0.6 4 19-28 5YR5/4 c2d5YR5/8 sd 2msbk mfr gs 1f 0.4 0.6 5 28-44 2.5YR4/4 m2d5YR5/8 sd lmsbk/m mfr - - 0.0 0.0 Boring Boring# 0 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color 1 Redox Description Texture Structure Consistence Boundary Root GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Ett#1 •Etf#2 Boring Boring# ❑Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate I twlam Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/flz in. Munsell Qu.Sz.Cont Color Gr.Sz.Sh. 'Etf#1 'EMf2 Veil ‘06 CS/i aVi/b s/ 'Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BODS<30 mg/L and TSS<30 mg/L SBD-8330res(x.ori 3) Kam Storm 6r % > $ ) \] k NI * A Co) a )} § C ( \ ƒ } ] 'V § - % 4 .q7 2 \ \ # • ®Q § / \ a § f f % 2 2 A 2 / % } § 4 q NI & \ j u §.44 m pc % 2 \ nk \ \ 0 \ \ / ( j \ ƒ q 2 °'` \\ \ (� \ \ La § ( 44 ga _] § ] $ 4 4 ( / ret se zz / / ~ / / m / Zn o 0 1...( 11 L., ei / i � \ 0 / ) \, t0::,, _ w §/ ` , o - % § 2 k ai \ o - • § ] b, \ Q m \ 2 / a " k ) ) u § . N. I / a ) k § § $e f es al z ial , a \ aaa23 ¥ _ | . � . ii % % k B § K| k t — mma. a _ |. Q \ AA / Q k q CommercetPRIVATE SEWAGE SYSTEM County:W'� of St.Croix palely and Bidding Dn4 i.. INSPECTION REPORT Sanitary Perit No: 399482 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes[Privacy Law,S.15.04(1 xm)]. ( 3`/'3 -Tne 4r../40.40 Permit Folder's Wirier City Village X Township Parcel Tax No: Lavasseur,Tom Baldwin Township 002-1023.30.100 CST BM Elev: Insp.BM Elev: BM Desaipeon: C-ST g-yla = P✓C..pp._ l t. 2°r, l 1. r 1 to 3 D 16 .01 kern.O' TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic tu)42 c'SR� I OM `/9 t� Benchmark iv-if (Cb• (co. p Dosing k (t Alt.BM Aeration Bldg.Sewer 11.3 . 9y.63 f Holding St/Ht Inlet HMO 98 9 02' SI/Ht Outlet TANK SETBACK INFORMATION - TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic ZOO' ( .) 3 3 • — Dt Bottom 15.3C 9o. O' Dosing cr Header/Man. Y•S$ r >ZoO (s) 1oi.42- Aeration Dist Pipe Lie(er'`I.tiS ,O( i Holding / Bot System T.•x c lee. f PUMP/SIPHON INFORMATION 15 Fnal 1ra_sa c,Q �') Q7'Manufacturer Demand St Covers w �l Ice 12 a«K[ b der _ _ ___ / � �� r '�� Memel Number . t 1�..x�`S GPM` A .(p0 �00•`/O 'CPO 3 gm, l 6-a p(0.v {ZtD7c TDH Lift Friction Loss System Head ITOH a Ft �o-0'S I•59 3-z5 I 1I4 - F in Length Oia. . Dist.to Wet �` r~ }5 1 z ) SOIL ABSORPTION SYSTEM iie.3r,b- 6- 3.\ Widtln r Lengm 1 No.f�Of\Trenches PIT DIMENSIONS No.Of Pits Inside Dia. uric Depth 19481ONS (. /5 U 1 (0%6'4S SETBACK SYSTEM TO PA_ BLDG CLEACii LL LAKE/STREAM HAMBE HGR INFORMATION _ (� ** C 1 UN\ UN Mi•lA Type r DISTRIBUTION SYSTEM / Header/Manifold Distribution x Hole Size x Hole Spadrg Vent to Air Intake i, 0rr Length 3.O Dia_ 11/i L' ;3C� Dia I f 4 Sparing 3 O -7/f{0 3. 2-D/ •.--- SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over hoc Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yea [11No E]Yes El No ( , C wet gn x coded penaes,persons present,etc.) Ins #1. I' / D(v! Inspecion#2:_ir'I Location: 2530 County Road E Woodville,WI 54028(SE 1/4 SW 1/411 T29N WNW) NA Lot 2 t�, Parcel No: 11.29.16.163D 1.)Alt BM Description= t! T. � utr.S. swMe4e-Ct . 2.)Bldg sewer length= 33' -amount of cover= ) LZ •je i I Love!, 3.)Contour= .o!-(30,,,,F loto.l o ) •. trUfsf&Requiirred?? © Yes )(No �l OG b Us jothEY Side fo_ddil n_inf*l ki-r1.® /, ' rover- .... ....hrr<C4Mre Cert.No.