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HomeMy WebLinkAbout042-1004-70-095 scons~r CcparmPnl of Comme•:P PRIVATE SEWAGE SYSTEM Cou ry S(. Croix 501ct, anc Bu. di-g Oivision INSPECTION REPORT sarlaryre•mltw>. GENERAL INFORMATION ,ATTACH TO PLR'AITI state Plan ID.vo 605199 Rc:+~nal intormat on r'o~ orcviee map be ~sw for sPCOrday aurnnsee !ww.wv Laa,, s i u< • ypn!I 3150535 Fcrtn I Holder's. N;ma rrIy VI ayc Tan'nsh P Pawl Tax No ~6 _ O( Roscon Properties LLC TOWN OF WARREN 042-1004-20 095 ST BPA I`iev Insp BM Fier B(vl De scr pbCr, Sector.Ttrnn,Rar:}erMao No. i;) Y% - ! 03.29.18.48A-}8 TANK INFORMATION ELEVATION DATA .374 TYPE p,1ANUFACTURER CAPACITY STATICN BS HI I'S FI. FV. Sephc ;ti rj..0~ A iCo,- Benchmark /d00 5.58 ;ct3.98 °C-~ Dcsir 1 g Alt BP.1 6 W%Lmll 4"4 &O tom. .3 16/. -7(i ' Td ) D z Bldg Sevier H,o oing SYH1 Irlel 9, 05 9G • oZ TANK SETBACK INFORMATION ScH; Oucrl TANK TO Frl~ ,:r_u. BLDG 'eent - r u'ra.c ROAD Dt Inlet \ I °a Sept'. Dt Bcllorn ~ Al - _ r2.5 9z~sb Dosing 50! Q - Header:PAan. -I 7•T Ong Amaton Dist. P pe s.,f C19 - it licld ry 77- Bot. Syslern 4 OZ PUMPISIPHON INFORMATION FinalGrade /Q0. (dZ Manufacturer Z rvlodel Number 66ILil Derrano S!Ccve• 3 3Z G~q 9~ i.ti .rtti. 1151,7 f i TDH Lilt I Friction Loss System Hea- TDH FI ~i 2.31 3 25 .7 F ur.remain lengDia2r D15..!c la'ell - SOIL ABSORPTION SYSTEM BEDIrRENCH VJm!ii Lc',y:h Np U' lic"c es PIT DIMENSIONS No Ut Rqs Irs do Da. Lyu9 Oeph DIMENSIONS Y. S 6b SETBACK SYSTEM TO P+l BLDG V9FLL LAKEi TREArd LEACHING IdanLle ci. q'r. INFORMATION - I' op 'Al ,,,yyy...yyycr¢ n- CHAMBER OR y ?1 rOZ /Vil UNIT Mncel N~.. ne.. OJ All ! DISTRIBUTION SYSTEM pa Gf e Z r-: u, Ib_aSu;'Aan told J / L'sribW On / x Fae Sne37 / x rice Spacir,J b'e [ A r Inl Z f p~ Leigh L'a Lergrh_~/! Ca_ Spat ng. f 6 SOIL COVER x Pressure Systems only xx Mound Or At-Grade Systems Only t)eOPi Ovci Du otn Over xx Depth c1 xx Seedeci5ootletl xx ).!ulCYed E3cdriicncli Ce nee / 42 Bedrl ranch E'JJcs Tcosoil I GP- No _y No COMMENTS: lrrl l t de code Uiscreaercies. pe'sens present, etc i Inspection pt /Q /Z.5 IrsCCCt 9A k2 Location: Vu Addrt'-ss A•: ailar I~~ J I 1i AI: BPA Descriptar IJJJO' K_ 2.; Bldg sewer Icng:h = q_7 amour[ of cover = t ( 7 e4 Z a tiZ _0 C :Ab *,L Ran revision R equ red? Yes XNo t0 L6 (S/ Use other side for and tional r`ormalionGate rsep_i Spp.S?rr '.R.' - - _ ~ „ County St Croix Industry Services Division 1400 F Washington Ave Sanilan Perron Number (w he filled in by Co i 1SF S 24`a PO. Box 7162 i C. 1 a Magison. WI 53707-7162 , /J U 45 _l A V ` \'9 ~tS amn+: ~ 1. . - State I ransacuon bomber ly~~ ~r omit Application In accordance wmFhPY ' I W I;. AJm Cod ubn11+ oat of Ihrs lyrm n, Ih: • mil is reywred prior t r uhlnlnnty a nnta. •+clma Note . !\pPh. rtiun liimrs fur talo-ownnl i l1N I S :ne soh ...uca to Project Address (if different than mailing address$ tilt Ikp+rone t of Yllcly and Pr l -rwal Scrxlec, I :nunal uthrmrahtm . u pros We ina' he used tut seeondap' - utp, mt-.l rJwlu. with lh:I nu tcvl aw.+ I fWilsim Slal+. - ~A /,z?,J~ 2 /M I. 4p licittlon Information Pleas I All Information p ~'I. pens O+alci Namc Parcel'" '~I~O ~/b - i Soso n Prapcnll, I I ( iIt chord Slow ) L+,3 - f' 00 7 t9cpcn) Owccrs'sUling.,\ddrea ImPcny Location 13+4 \watlll:cc T7all I Go l 1.11, 3-14-c> 9 I'uv Suite r/ip(We Phunc\untbcr \l\ \N / ScWOn3 Ilotl'm w 54616 It IR E or1 clc uncl - - I - J Ts9\ II Type of Building (check all that apply) T7~sy- [ I or 2 Pamd< Owcfling - Numher of Hcdnwms SubJrv lsion Nanlc ❑ Puhhe:Cumntcrmal it, ot Block II State (JwneJ TAsttlM1c ll.c t- ~W~S/ ' ❑ Village of Nunih - 7 J` X I00 / as _Uyl Z~ Y~ ~5® Imcn oY Warren (Check lath one box on line A. Cnm fete line B if applicable) _/•-fJL`f'i - ' ~J New Systnu E] Replacement Syxlem I El Tlcatmentlfoldinglink ltepiaeenienl 0111} E] Other Sledilicaliun to Ilxislate System=explains Change or* I'c"11 I Tauter In New List Pre UN Permit Numbcr and Date Issuyl El Permit Renewal ❑ Permit Revision 11 It Before fxpi Pluo:her net la;ion I V Type of PUNTS Sv+rem C urnponent'Des ice (Check all , ❑ - Nun-Pre+>unieJ In-tinnmJ Presst nGC hrtirounA ❑\I-tit c ©MounJ 4 in of suitable unl lwtd 24 in. of suitable aril ❑ Hulling. TaoI ❑ other Ui+Ircro:J Component tcxPl.lm1 rc rc, c + F1417`5 Dispersa UTn-a Sir tenrlidd I \PPbcalirm Dispersal Area Rcquacd 1 s al I Sytem EICrat11,6 f - 99.06 04 Tank Info C upaoly in 7 - , Gallons Ra~ N or . rv Q lane~~,,' claret v I``I ciallons Iron. F F. xisanpI:m.a 1'wrf+ S plicor liolding lank Itltlll _ I(N)0 I N icsu C uruto ❑ ❑ IrJ-I l ❑ D „ale I, famher 165(5 I G50_ I _W_icscr Cunu'ctc _ -L❑ 0 l~ 4 I ❑ I I. Responsibility Slatement- 1, the undersigned. assume respun ibdily for installation of the PO\\ I5 shown an the attached plans. mb, r + \;un i'n nit MI" I'RS Number Ilusmc+> Phone \umber I la' Plumber Is re '3'60 y John Schunit I lundnr's \,hhcu ISirccl.. City Stale, ZIP Qtdcl 616 150' ;1vc. Somerset. W'1 54025 - - Ir dill. ntyfUepartment lse Only _ r Vernal Pcc Date I sac Issin gene Signal 4pproved \c Oa ~D ~O t ~MONO _von Kcaurn liar Ikkn S X. ConJcGtheittlgl,fs Disapproval 3 ` rd ulsperr:,, cell oust all ntL'r ec ea per marayement pbn p,:: ce1 Irv pwmoe.. oil 2. AI r1e?bar:k rIKLiY.!,^M.Y roust oe c.r.t•.1; irt4 p pu Itpp~blr rry!•i ; :rd'nax??. - - \uarb lu ormPlrlr"I... nr thr ry,tr,n.nA arhmil to lhr(ronnh w,.,I".wrnut 1t- than.4.2. 11 in.mr, m.iu SfIU-6t9X 1 R(''t' 141 SYSTEM PLOT PLAN I - j - - Project Name: Roscon Mound Design Flow 459 ?o <CN3 1 -1 ect Address: 1350 39th Stnmt I Ataco design how c CUW Kmb fa commelmal plans: SA4' Symbol A Hh1 Pleva0ac 100 UT pipe Matenais! AS -W Standam 3V Descnpliorr 'I op of 1 V7' atr.'. wndull wuc Tables 384.30-3 & 304.30-> Scale: 1" = 100' 0 100 156 200 G.^62 Symbol. A 131A Elevation 99 46' 4' sce 4•, ;SThl G2665 BM Dnsuiptvxe Top o'' 12" Steel wndwt 2' SC- 4U ?1l. AS11.1 C 173e - - Stooe Gradient ot'esled Area i"W 1;'scr.4e rI'c c We0 Symbol (if aopJ"b*,' Notes: Notes \ IE.41 Acre pamOl a c ~ a`I w I n I 1196^. Ave Property 1'.ne C y II D t: .I es IR9 11i.5"%19.9£ Mauro W, c yx 10C cer 1 7 SCH 4U -A --ores lta ' Drive 1^dew CDncretei t ' n I Gam\ 5 3 H Se ?'UDUSfA~ iA~ll UILDJf:Y DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS ELL SIF 15' GREEN BAY WI 54304-5211 D s - - Contact Through Relay P S hftp*-,dsps wi gowprogramsiindustry-services vww w sconsm gov Scott Walker, Governor Laura Gutierrez, Secretary Scptenlber1 _-1018 CI S'I 11) No. 223160 : iTTV- Poll TS hispectur JOHN I SCHM1IITI /O\ING (_)I I IC-L SCHMITT & SUNS I:X('AVATIVG S I CROIX CO(IN F)' SPIA 616 150111 AVL 1101 CARMICIIALI. RD SONILKS1_I N'I i40?5-6920 IH DSON kki 54016-71?08 CONIKHONAL APPROVAL PLAN APPROVAL EXPIRES: 09.A312020 Identification Numbers Transaction 11) No. 3150535 SITE: r'pfi'ease e In No. 853254 Roscorl refer to both identification numbers. 119TH Ave bove. in all correspondence with file aycn,\. Io\\ 11 of Warren St Croix Counh \\4 1 4, N W U4, S3, T29 N. R 18W FOR: Description: Residential Mound- New Construction Object Typc: POW IS Component Manual Regulated Object 11) No.: 17941. 1 Maintenance required: 450 GPD Flow rate: 24 in Soil mininttun depth to limiting lactrr from original grade; Svstenl(s): Mound Component Manual - Ver. 2 .0, SBD -10[91-P (N.01 M. R. 10 12), Pressure Distribution Component Manual - \V;'i _'.o. SBD-10706-P(N.0101. R. 10.'1.'i, Lfllucnt Filter I Ile ~uhnnual described above has been reviewed lilt cull fminance with applicable V1iisconsin Administrative Codc, aril k1'isconsin Statutes. I he submittal h;v, been ( ONDITIO\ALL)' APPROVIiD. Phis svstenl is to be colulruclerl and located in accordance with the enclosed approved plans and wnh any component manual(s) referenced abosr. Iii, owner, a% defined in chapter I0I.01(lol. Wi-,consin Statutes. is responsible for compliance with all code requirements. No person nlay engage in or work at plumbing in the sous unless licensed to do so by the Department per s. 145.06, Nlat, The lollowing conditions :hall be mct during construction or installation and prior to occupancy or tl- Ke) Items- POW I :S Design Apprucal • This system is to be constructed and located in accordance with the approved plans, the "Mound Conlpunent Manual for Private Oncite Wastewater Systems V`crsiun 2.0" SBD-10691-P(N.o 1 III ) and the 'Pressure Distribution ConlpunentManual for Private Onsac Wastewater Treatment Systems Version 2.0" SBD-1o1o6-P (N.11 I M). • Fence off dispersal area prior and during construction to protect and avoid disturbance. compaction and use of the site. - • With new construction, it is recorr mended not to aclkate the pump in the dose tank until the tanks are - pumped prior to homeowner occupancy. i" • Wastewater generated front contractors cleaning, of equipment and tools and.ior left over construction / products shall not be discharged into the drains discharging to the private on%ite wastewater treatment system (POW TS). Waste )venerated shall be properh disposed of o i-site or ol'f site. - 1 • Any tall grasses. leaves and shrubs shall he cut short and removed prior to tilling the surface for installation to pn•vcnt nvmine under the dispel al area. a n;'<,.r. 11+:111. I'aue ,,.I. • Prior to construction of the dispersal area, check the moisture content ol'Ih.• ,oil to a depth of 8 inch,: Smearing mid compacting ofwetsoil will result III reducing the inlilualion capncity of the soil. Proper oil moisture content rut be determined by rolling a soil sample betwccn the hands. If it rolk into it 1 4- inch wire. the site is too wct to prepare. If it crunlhlcs, site preparation can proceed. II the site i. loo wet to prepare, do not proceed until it drics_ • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c), • Provide surface water diversion around the treatment tanks and mound dispersal component. • The owner is responsible lin' the operation and maintenance of the private onsite wastewater treatment sy,lcm IPO1V I Si in accordance will SPS i8i and the approved managOvent plan • T he owner of a POVA I S shall be responsible for ensuring that access opening covers remain locked or seeurcd e.yc'cpl lin' ;,a:a:Sion. rmwilenancc or sci<iaap. purpo.c._ • Owners shall receive it cope of the approprime operation and maintenance manual arni or owner's manual lot the POWTS described in this apprmal. • Provide a copy of the approved POWTS plans and this letter to the owner. A copy of the approved plans, specifications and this letter shall be ou-site during construclion and open to inspection by authorized representatives of the Deparlntenl. which may include local inspectors. All permits n•quircd by the state or the local municipality shall he obtained prior to conuncncemenl of construction' installation: operation. In crantine this approval the Division of Industry Services resmes the right to require chances or additions should conclitiorn arise making them necessary for code compliance. As per state stats 101.1 't'I, nothing in this review .hall relieve the designer of the respon ibilily for designing a Nadi` buildim,, strucun'e. o:' component. Inquiries conc'eroinc this correspondence may he made to me at the telephone number listed below, or at the addres, oft this lcllcrl d. 11 • jbov I' t ad lessee sf tall provide a copy of this letter and the POW 1 S mamiecment plan to the owner and anq 11' r. t ro - res on. IN lilt the installation, operation or maintenance of the I'Mik I n I cc Rcquircd $ 2M.00 I his Amount \N ill Be Invoiced. { When You Receiyr That Im.oice. \ rk~ S ringer` Plrisr Include a Copy With Your PoA1 TS 'act alu Specialist , Division of Industry Services Payment Submittal. t60bh 41194 Monfrl'00J.m.-'gdsp.nt. WiSMAKrcode: 76+_ mark m u•h~wt;uv cc: I.dwin A I avlor. Waaevvater Specialist, C I 63d-;181. Mon fri, 8:00 AAI1 - f 330 11 NI Richard 0 Stout , Ros Construction MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Project Name: Roscon 3 Bedroom Mound Owners Name. Roscon Properties, LLC Owner's Address 1353 Awatukee Trail Hudson, WI 54016 Legal Description: NW1/4, NW1/4, S3, T29N, R18W Township Warren County: St. Croix Subdivision Name: 18.41 Acre Parcel Lot Number: NA Block Number Parcel I.D. Number 042-1004-70-090 Plan Transaction No. Page 1 Index and title Page 2 Data entry Page 3 Mound drawings ~I,C,IT!0?dA! LY Page 4 Lateral and dose tank PPROVED Page 5 System maintenance specifications Page 6 Management and contingency plan F FETY A N Page 7 Septic and Dose tank specifications 01.0 Nl Page8 Effluent filter information F J' Y -1,,.1,i~1_S Page 9 & 10 Pump specifications and curve Page 11 Plot plan Page 12 Complete plot plan Page 13 Septic tank maintenance agreement Page 14 Warranty deed "r Page 15 CSM Attachment 1 Soil evaluation report Attachment 2 House plans Designer: John Schmitt License Number: 223760 Date: 9/6/2018 / Phone Number: 715-760-0486 Signature: Designed Pursuant to the Mound component Manual for POWTS Version 2.0 SBD-10691-P (N. 01101) and both SSWMP Publication 9.6 Design of pressure Distribution Networks for ST-SAS (10/81) and Pressure Distrbulion component Manual Ver. 2 0 SBD 10706-P {N. 01101 j Version 7.0 (R. 0312012) Page 1 Mound and Pressure Distribution Component Design Site Information R Residential or Commercial Design Note Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 383.44-3 in-situ soil treatment for fecal coliform of ;;6 inches. 1.50 Peaking Factor (e.g. 1.5 = 150%) _ 450.00 Design Flow (gpd) 7.00 Site Slope 98.00 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ftz) Distribution Cell Information 100.00 Dispersal Cell Length Along Contour (ft) = 750 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpolft) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? F l: Y or N c r ! C Center or End Manifold 2.25 Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) 3.00 L ,in-ated Orifice Spacing (ft) = 7.03 ft'lorifice 2.00 Forcemain Diameter (in) 60.00 Forcemain Length (ft) Does the forcemain drain back? Y 85.00 Pump Tank Elevation (ft) F,r 1' 3 25 System Head (it) x 1.3 9.79 Forcemain Drainback (gal) 13 58 Vertical Lift (ft) 62.81 5x Void Volume (gal) 2.16 Friction Loss (ft) 7260 Minimum Dose Volume (gal) yy,' 0.00 In-line Filter Loss (ft) 41.94 System Demand (gpm) 9.00 Total Dynamic Head (ft) - Lateral Diameter Selection Manifold Diameter Selection VV in dia. options choice in. dia options choice 0.75 125 x 1.00 1.50 x x 1.25 x x 2.00 x 1.50 x 3.00 2.00 x 3.00 x Gallons/inch Calculator (optiona. Treatment Tank Information Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Concrete Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 650.00 Dose Tank Capacity (gat) POLYLOK I Filter Manufacturer 17-00 Dose Tank Volume (gal/in) 525 I Filter Model Number Wieser Concrete Manufacturer Project: Roscon 3 Bedroom Mound Page 2 Mound Flan and Cross Section Views +1 10 rCbservaticn Pt pc K •f oil, Q 1 A I - W i - B I Mound Component Dimensions A 4.50 ft E 15.78 in H 1 00 ft K 8.79 ft B 100.00 ft F 9.25 In 1 9.82 ft L 117.57 ft D 12.00 in G 0.50 ft J 5.63 ft W 19.95 ft 450.00 (ftx) Dispersal Cell Area 1431.96 (ft') Basal Area Available 4.50 (gpd/ft) Linear Loading Rate 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.77 (ft) - G H t 1 F Dispersal Cell 99.50 (ft) Lateral 99.00 (ft) it - Invert Dispersal Cell Elevation Q 98.00 (ft) Contour Elevation 7.0 % Site Slope Geotextile Fabric Cover Shading Key $ T Dispersal Cell See lateral details on Topsoil Cap c CL 1.5 ft y Page a for number. size, Subsoil Cap 0 5~ I and spacing or laterals. © L ASTM C33 Sand m Laterals are equally [d] 0 Tilled Layer E © 0 5 ft TymcarLaterat F spaced from the m I distribution cell's © Aggregate a o tl centerline in the F A distribution cell (AxB). Project: Roscon 3 Bedroom Mound Page 3 Center Connection Lateral Layout Diagram Fau main connecbpn vrNee w cr05; ro mmJOld a1 mY pov,r Larer al< are ~4enik al 5 TurmuP w: Gallvalva Ca j(- X- +-W Ur.-)I Laterals &ferCeMaul Sch 40 PVC clxanout Glue per SPS Table 384 30-6 Holey di Iled un the bu15ui of the Weak Number of Laterals 4 Orifice Diameter 0-188 in Lateral Diameter 1.25 in Orifice Spacing l 3,18 ft Lateral Length (P) 49.29 ft Orifices per Lateral 16 Lateral Spacing (S) 2.25 ft Onfice Density 7.03 ft2lorifice Lateral Flow Rate 10.49 gpm Manifold Length 2.25 ft System Flow Rate 41.94 gpm Manifold Diameter 1.50 in Total Dynamic Head 19.00 It Forcemain Velocity 4.28 ft /sec Dose Tank Information Locking cover will) warning label and locking device and sealed watertight [ICarical as per NEC 300 and - _ SPS 316 300 WAC 4 in. mm. Dlsconned --1 1 Tank component is properly vented y Alternate outlet location 7 Forcemain diameter Wieser Concrete Manufacturer 2 in. Ca aci 650.00 Gallons Volume 17.00 gaUmch A Weep hole or anti- Dimension Inches Gallons ti siphon device A 2096 .356.40 B 2.00 34.00 C P~ ump off elevation (h) C 4.27 72.60 85.92 D 11.00 187,00 D Total 38.24 650.00 Dose tank elevation (0) 3" Bedding un er tank. 85.00 Alarm Manuafacturer SJE Rhombus Note, Switches Alarm Model Number 1036378 containing mercury ii iv lot r cd is Pump Manufacturer Zoeller Iln en Pump Model Number ,152 Pump Must Deliver 41.94 gpm at 19.00 ft TDH Project Roscon 3 Bedroom Mound Page 4 Mound System Maintenance and Operation Specifications Service Provider's Name John Schmitt Phone 715-760-0486 POW[ S Regulator's Name St, Croix County Zoning Phone 715-386-4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Partic',e Size 118 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS i50 mg/L Soil Absorption Component Size 450 ft2 Maximum FOG 30 mg/L Type of Wastewater m Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 3 ears Mound Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. D spersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow, 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Roscon 3 Bedroom Mound Page 5 it i i II - ~II Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shale oe operated in accordance with SPS 382-64 Wis Adm. Code, and shall maintained in accordance with its' component manuals (SBD-10691-P (N.OV01 R. 1C;12j, SSWWP Puolication 9.6 (01'81). and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706 P (N. 01101,R . 101' 2)) anc local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump lank abandonment shall be in accordance with SPS 383 33, Wis. Adm Code wher. the tanks are no longer used as POWTS components. Septic or pump tank marhole risers, access risers and covers should be inspected for water tightness and soundness Access openings esed for service and assessment shall be sealed watertight upon the completion of service. Any opening deemm. unsound, defective, or subject to failure must be replaced Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthoraed entry into a tank or component. Septic Tank I tie septic lank shall be maintained by an individual certified to service septic tanks under s. 281.48. Slats. The contents of the septic tank shall be disposed of in accordancew,th NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection The outlet filler shall be cleaned as necessary to ensure proper operation. The filter cartridge should net be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm. the filer shall be serviced tithe alarm is actuated continuously. Intermittent fitter alarms may indicate surge flows or an impending continuous alarm The septic tank shall have its contents removed when the volume of sludge and scam in the lank exceeds 1f3 the liquid volume of the tank. If the contents of lne tank are not removed at the time of a triennial assessment. maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All swiches, alarms. and pumps shall be tested to verity proper operation If an effluent filter is installed within the tank it shali be inspected and serviced as necessary . Mound and Pressure Distribution System No trees or shrubs should be planted on the mound Plantings may be made around the mounds perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction :n the winter will promote frost penetration Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing Influent quality into the mound system may not exceed 220 mg!L BOOS. 150 mg/L TSS. and 30 mglL FOG for septic tank effluent or 30 mg/L BODS, 30 ni TSS, 10 mg%L FOG. and 10" efull00 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this lestallabor. The pressure i istnoulion system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if office clogging has occurred and if orifice c:eamng is required to maintain equal distribution within the dispersal coll. Observation pipes within the dispersal cell shall be checked for effluent pending. Pending levels shad be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional more frequert monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediatety repaired or rep~aced with a component of the same or equal performance If the mound component fails to accept wastewater or begins to discharge wastewater 10 the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POINTS regulator and service provider Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disrfecticn units are attached as separate documents and are considered part of the overall management plan for this system. Project: Page 6 III HA- W/m)Ida 31U 9Sb8--gzS'-O09 VOIL63S OSLSS IM 'N006 N30i" m AMhl s0 9lLfm Ivf)Nd:b'iDd-150 3130 00 00 00 :3LV0 ppnVOS 313YaNP1-OS9anod-3ad aias dam Ae hn3ao V a w LA k a J N N a m 0 w Q o z aa~ as W~ a z C' < w O jar p F :2 J O H O o o r J 4 < Q :0 ELOp a ir7 Z i LL s j u Z a om oaaa zz w~ Q a o C Q V O Q J Q=~7_J N F~ O!! a °n owe 6 ~~yy IU N p a n. z CL Q a O O N m 'i r W l.'1 O O O VLO Z ) O Z~ z U ~'Q ~"y 1!1 N p a 4 !90 Vj1- / O_OO MODJ as QW WNW MO O 4(j0. (D LL. BOO aM03 VIN mNF ON fD yay~ a Za YZZ Or Ol WQQ W H tlx WU Uz F O W V' 'mod 0w0 Oa NW~"{ mZ~.. ONW OZW Q W mFL) w 0 '!a' En 60 05 0 20 3t~U~2 ~rim73 FOU ~`i Ov O QN Y CL V' W J Q z Q 2 z =1 r OU F" 6 V) I Q H n 2 M I \ Y. j 1 < I s „~eq S r 0 ~ ~zq I ~I 1 J~- --~I OC3t1 I V) z a „qg r page 7 The PI. 525 Filter is rated for'10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 51-5 linear feet of 1/ 16" filtration slots. Like the Polylok PL,122, the Polylok Pt: 525 has an automatic shut-off ball installed with every filter. When the filter is removed for cleaning, the ball will float tip and temporarily shut off the system so the effluent won't leave the tank. Rated for 10,(X)0 GPD (gallons per day). Alartn5witrii 10,000 GPD 525 linear feet of 1/16" filtration. Accepts V PVC Enlanion Handle Accepts 4" and 6" SCHD 40 pipe. . Built in gas deflector. , Automatic shut-off ball when filter is removed. ~o Rated fur Alarm accessibility. uttxxt Gpn Accepts PVC extension handle. I 525 Linear Ft Ideal for residential and commercial waste flows up to i of t/16° 10,000 gallons per day (GPD), - Y° Filtration Slot 1. Locate the outlet of the septic tank. 2. Remove the tank cover and pump tank if necessary. Aa:rpLS 9" k 6'~> 3. Glue the filter housing to the 4" or 6" outlet pipe. If SCHD 40 pipe the filter is not centered under the access opening use a Polylok Extend & Lok or pure of pipe to center filter. 4. Insert the PL, 525 filter into its housing. Stud u 5. Replace and secure the septic tank cover. i r: r (AM M The PL-525 Eftluent Filters will operate efficiently for several years under normal conditions before nyuiring cleaning. It is recommended that the filter be cleaned every titne the tank is pumped, or at least every three pears. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter Pas Dene,n.r needs servicing. Servicing should be done by a certified Automatic septic tank pumper or installer. Shut-off Rau 'I. Locate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filler is removed. 4. Pull PI.-525 cartridge out of the housing. 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6. Insert the filter cartridge back into the Lousing making sure the filter is properly aligned and completely inserted. Polylok. Zabel k Best filters accept Easily installs 7. Replace and Secure. Septic tank cover. the SmartFilterfli switch and alam+. into existing lank, Polylok, Inc. 3 Fairfield Blvd. Wallingford. CT 06492 1611 Frcc: 877.765 9565 Fax: 203.284.8514 ww'w.polylok.com Page 8 SECTION: 2.20.047 M - 7 1 !/r1L FM1919 Q/TY POMPB SNCE /Pc]d 0110 suwsedm od,d irlonnarion presented 1100 fN al tl / - Ilefe retiDcs Coni3morr me fa of Nptication Consvll WY - regard i ng it e isapaodesor MALL 70: P.O. BOX 16347.101tlt10k. KY 40256-0347 visit our web site: l mconsistendes. SW T0: 3649 Cano Rm lmad • Louav±ii1e, KY 40211-1961 www.zoeiier.com (502) 778-2731. 1(800) 9284' )W- FAX (502) 774-3624 Durable cast iron construction 15111521153 EFFLUENT SERIES Model 151 comes standard with a glass-filled (Fa Pump Prefix Identification see News & Views 0052) polypropylene base Corrosion resistant powder coated epoxy finish Stainless steel lifting handle Assembled with stainless steel bolts FOR SEPTIC TANK - LOW PRESSURE PIPE (LPP) Non-clogging engineered thermoplastic vortex AND ENHANCED FLOW STEP SYSTEMS impeller design EFFLUENT Model 151 - 1/3 HP passes %i spherical solids "Mil °1-sf SUBMERSIBLE Model 152 -.4 HP passes 1/4" spherical solids 1Y2" NPT DISCHARGE Model 153 -112 HP passes 1/4' spherical solids Motor - 60 Hz, 3450 RPM, oil-filled, hermetically sealed, automatic reset thermal overload protected Carbon/Ceramic: seals p a Upper sleeve bearing and lower ball bearing running ~ u~ yam in bath of oil em"racsauw 108 20 ft. UL Listed power cord with molded 3-wire plug 1'/i NPT vertical discharge BN and BE standard models include a 20 ft. variable NN11 11IN152MI53 & 3181 F15s X153 ~Elnonau5o mk level float switch I>w*agW wire PkrgyW va MW I evel Noal Switch Operates at temperatures to 130"F (54°C) in effluent .1/3. A a 1n HP, 1Ph 115v or 230v ~t applications All models include a 1'/a" x 2" PVC adapter fitting Note: The sizing of effluent systems normally requires variable level Float(s) controls and properly sized r basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. POWDER r COATED li / 1 TOUGH" V NAIL 70: H.O. BOX 16347 I (osvft, KY 40256.0347 SHIP TO: 3649 Cane Rm Road I;w.'s0e, KY 40211-1961 (502) 778-2731. 1(800) 928-fkW FAX (502) 774-3624 O Manufacturers of... ' ZO /7 e QVdL7TY PuAi,~s S,vcE /999" A Copyright 2010 Zoeller Co. MI rights reserved. Page 9 TOTAL DYNAMIC HFADIFLIOW i III PUMP PERFORMANCE CURVE PER MINUTE MODEL 15111521153 EFFLUENT AND DEWATERING h it +s-w - MODEL 151 152 153 IS 170 n- C I r U f _ _ 61 - n x2 291 a 65 t9- 15 t6 30 lu 50 2U1 GI 2a+ 25 191 B aG- - 110 s4 ta! 52 I ' .,I^ I _ 6.1 129 R 3+ 25 15, I 26 )b 16 61 till el n et n In 22 as _ 35 7 k' s~•\ to 122 ~ It - 42 1__. µw. I6.wn) • ~ 51vkNllut 300. 9.Im 38R Pl,anl 014ww 5 j Model 151 Models 1521153 1G A Yi v 50 i0 T: b) SO ,Kj- G)f➢ s OW19e5 _ I I1,FA5 u a ec +m ,hw sou No )w no w 1- RGWnRM14M - 1 aN nta T J • Timed dosing panels available • Electrical aNamators, for duplex systems, are available and I I ' supplied with an alarm I I 1 • Variable level eontiot sw.tches are available for oonlrolling - - single phase systems • Double piggyback variable level float switches are available to vari&o level long and short cycle coMrds •,,.e ,r _ • Sealed Qwik-Box available `Dr outdoor installations -See FM1420 = I _ ° • Over 130°F (54°C) special euotabon raw red t- 151i152n53 MODELS,__ "t-- ModMTVOttrPhMOdw Amps~SlmP -T k1 115 Non 60 _ Pr115 1 5 I~ 1WO 60 Ir61.n1e0 eorJ _ 151 12 Non 92 1 2Or3 "Ejassembly" ?JD 4 61 L)E 151 - 2' -1 Pu4 }~a.2 IncWea m 3 ig15 Kan a.5 Aum 85 T rcldea a3 115 6.3 1 2a3 260 59 Iro2 N:d,Ili'Ir1 I 1. Single pk,gylsw# var fable I" float switch or double piggyback variable ~ Reduces potential clogging by debris float switch. Ro1er to FM0471. Replaces rode; or bricks urdef the puABS See 1711111112 far corrlxl moaei of EbWk:al Aflemdar E-Pak. Made of durable, noncorrosive off bottom bl basin 3. Variable 1lwdoonbd switch 100743 used as acoMld adwalo, sPeofy duple" Raitseles umthe 2ability • 2' off o raise intake by adding sections of 1%, (3) or (4) door system. or 2• PVC piping L CAUM00 Attaches serxaety to pump tons • Accommodates sump, dewatering and effluent applra ' NOTE: Make sum float is free from obstruction. For unusual conditions a reserve safety facto is engineered into the design of every Zoeller pump. 0 Copyright 2010 Zoeller Co. AN rights reserved. Page 10 SYSTEM PLOT PLAN i Project Name: Roston Mound Design Flow: 450 GPD - - N AItaG1 design flow ca~uWlions for Project Address: 1350 39th Seeet cenlnlercial plans: BMt Symbol: A BM Elevation. lo0.oo' Pipe Materials: ASTM Standard Scale: 1" = 100' BM DoscrfpWri: Top of 1 1:2' steel conduit pipe Tables 384.30-3 8 384.30-5 0 100 150 200 BM2 Symbol: 0 BM Elevation: 9948 a' sch 40 PVC .ASTM 02665 SM Description. Top of 1 v2" Steel crxldwl 2" SCH 40 PVC ASTV D' 78S S" Gradient of Tested Area. (NA.) SCH 40 PVC ASTM 0 1785 25- Well Symbol (if applicable) Notes: Noles 16,11 Auu Pace o c F 0 'm a v 119h Ave f 2 o. I T I I D d 95 97 B3 99 117.57'x19.95' Mound 2 w/ 4.5'x100' cell 60- 7' SCH 40 PVC Force Ma Drive Wieser Cone WLPICOO/650 Gwag 3 Bedroo Ha.ise P-oposed i Viet' _ Propefty "•e SYSTEM PLOT PLAN : Project Name: Roscon 3 Bedroom Mou Designflan 450GPD - I Attach design flow calculations for Pmjed Address: PRO.IECTADDRESS commercial plans: BMi Symbol: j& BM1 Elevation: 100.00' Pipe Materials / ASTM Standard Scale: 1" = 59 BM Descnptim' Top of 1 k' 41001 condud Tables 384.30-3 8 384.30-5 0 50 75 100 BM2 Symbol: Q BM2 Elevation: 99.46 4" SCH 40 PVC ASTM 02665 BM Description: Top or 1 } steel CoR deft 2" SCH40 PVC-_ ASTM Di /65 _ 12 5' Slope Gradient of Tested Area ?°A) I } SC1•. 40 PVC AS-M 01785 Well Symbol (if applicable) Nolen: NCY,ee See next page for more complete plot To 119th Ave c I J T C O aI 95, Contour Line El. 98.00 I I f I 97- 7%L~~ I` 63 99--- B1 ■ 2 ■ 62 60'- 2" SCH 40 PVC Force Ma' Drive Wieser Concrete 117.57'x19.95' Mound WLP1000/650- R w/ 4.5'x100' cell Garag 3 Bedroo House Proposed Well Property Line ST. CROIX COUNTY SH' I I(' I ANK MAINTENANCE A(;RFFNIEN'T ANI) O\\'NERSFiIP C'ERTIIrIC-1'I'ION FORM Ow net- Buvel Roscon Properties LLC Mailing Address 1353 Awatukee Trail \ Properly Address _L2 3 3 l 194L, ilyc-- - (Verilicffiion required front Planning & Zoning Department for new construction.) City/state Roberts, WI Parcel Went iftcationNumber 042-1004-70-090 LEGAL DESCRIPTION Property Location NW ' i. NW sec. 3 f 29 N R 18 W. lows of Warren Subdivision Plat: Lot + Certified Survey Map # Volume Page 5 fob NVarranty Deed H (before 2007)VOlumc . Page Spec home Elves 010 for lines dcntifiablc D)es❑no SYSTEM NIAINTENANCE AND OWNER CERTIFICATION Improper use mid ntaincenancc of your septic system could result in its premature failure to handle wrasles, Proper maintenance consists of pumping out the septic Ian6 every three year s or sooner, if needed. by a licensed pumper. W ha[ you put into the system can allccl the function of the septic tank as a treatment slate in the waste disposal system. Owner maintenance responsibilities arc specified in §SPS. i8 i,52l1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property cmieragrecs to submit to St. Croix County planning Zoning Department a certification form. signed by the owner and by a master plumber. journeyman plumber. restricted plumber or a licensed pumper verifying that (I ) the on-site wastewater disposal system is in proper operating condition an&or alter inspection and pumping (if necessary). Ilse septic lank is less than 1%3 hill of sludge. I we, file undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein. as set by the Department of ti;d'ety \nd professional Services and [tie Department ofTatural Resourecs, Stale of \\'isainsin. Certification slating thin your septic system has been maintained must be completed and returned to die St. Croix County Planning Zoning Department within 0 days of the three year expiration dale. I we certify that all statements on us limn are line to the best of m\ our knowledge. Irwe anrare the owner(s) of the property described above, by virtue of a c rranty deed recorded in Register of Decds Ollice. Number of bedrooms 3 SIGNA'IT RE OF APPLICANT(S) DA 11 ""Any information that in misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty decd from the Register of Deeds Oflice and a copy of the certified survey map if reference is made in the w:rrranry deed. (REV. 04-12) I CERTIFIED SURVEY MAP .:C47EL:1%1l1eFaRt70P.aLIx'.%i -J~THE NVil4AV©-1L'!tA%:JNAL 'J- -I-F A%1 ?1 i sF 7ll.l.: T- 'AN _r DRAINAGE EASE81EN1 STATEMENT: 0 1 - 1 Yoll r9lin: M1t f'xw1= N h ti ]I y '1 ID Fd:: n .:i. IL :9 JS / ..,..L - rt.' ~n0 - i = .1 i i rornwat t i i T cc JI 1 . -r In end ro- -v., -tZ 2AF=' !ELLI .r I nit tl `yin r 1 Th., 'clv 5 nul . n r y ]u l::- IT - n. otm%co., - - ~L_ x-a. tn0 tPf inl nM 'dIn3Y.rv mcnt5 ..ulrtin•Pr.:urcs Nae, ll.::n .:pCIVT.. /I.:l .'1 .11.. 111 ~n1, 11 .Q[f15. CORNER CF Tir V'ir:j'I SA9"59'S9•E 55703* S99"S 1:.' 1M, 1. A. - - LOT 11 _ m.BSt :NC. tfC: - - SURVEYOR - .•as r~ z LOT 10 r _ ° cJ'/ f I lla' ~ < 1:.3`:c V -A-[aS:N;:. v:V u VpNT rLAr.~JLaYF'1r.S.'4:'.- FT a.::. nrx s: o~ _x•~ - AMEYY I tl m / N fi LOT II lOiE III 1 tGlt~ Ln ua ~ = In I ~ S39 5959'E 300 04' _ ~NCHMAAK TTP":F IRCrI t:wE _ v LOT 9 N00an 201 104.97 ✓ _ Nd92TA0'"N a.03' \ ~ ;rl t tLOtlil'/A.r t~SNffiJT '.5<c'WT-CN peEE OWNER p\xI C0 D.T r^ "IAI JNEEi .:I Z 4, j/ ]jam sJYO1M LOT 8 II - m = j1.1(RY z :2f ^ x(11, 'YI t i OI ..PIN -YK - d igNr~•............ 114~ 15. 1 fill 11%' 15NmM- -R;E X -HE -WC1!;AAL rrvu= 7-1'i Nona - _ S39'44-57 11 1e1922• aE,:uR.C Itler t==plc-Dr:r1E u.vly oae aF t d=-N=EE1 L - SO' THE `I'•\.4 i 4u1nJ:9- E. inT- 'I r. 1011, 11 gLIIrcATE 51'7'1` ,J 1~"1 3 'JO _`1EF- i~Y"'.IFf ~ 6 I i i 34 F s~sP4 I Z x '~1 d+ ~ i i ~ t1 i ' ~ ~~3° ~ ~ ii Q P. I ti ~ ~ } i' mys' ~ c w y 1. ~11. a ~I m J z ~ I i iI` , , ~K T~ ~ 1 I~ 1. i, i i ~ w ~ ~ i_ I _i III 1 ~ ' I i i 1 f i L.A: r i. i i ~ I 1 i ' 1' 1i l u~ia4_.IL~I I cr -i-~l it Yi i ~ i iii ' T i I I i, li.~~~, it ~ ~ I _ 7 i L'; ~ 1' i 8 ~ 1 t .o I I ~ ='e r lip 4 i I ~ s w a 3 ~W-_ .i ® 3 7) a , ~ ~ (aif!i ~l71 ~Saf.•1 'f.,33 s J. • I'J' I ~I~~ • ° • 1 i IpYl aqa _ 1 II •i I ~"iJi%f 1 I ~a 1 tsy i P i k "s I N 1~ . ~A f Y I _ _ 1. ill Sn H x . Et isi a INS ~I- _ r" N .V1 i LIT a y d Y f m FRSR t ! t I v 0 Y QN. cV 6 O~sS "'y'::1" a I °E'Ni3Z ~2m I vY i Avg, ~11. a 111 ~II {p 31. a I i i O O ;Sa i 1'. 5 p s. is - - I e r R I I 1~ i -rte i q l r L=' L - 'i. yi ~ J yo CS. -aolk-aa-7 Department of #1941 ~ SOIL EVALUATION REPORT _ ~ ~ety ff i~ j m accordancewnh Cornm 85, `Nis. Adm. Code Page 1 of _ P= L' ~,K~~B551011al'SerV1 Schmitt Soil Testing, Inc. Attach comp to site pgapn gal~r~lptl~ss Ina 8%x 1'ches County s-,ze "Plan in i SL Croix include, but n 1 limited berrfcAl a h rizonta reference point IBM]_direction a~~~rrrkkk/// percent slope scale or dimensions. north arrow, and to distance to nearest road. Parcel I 042- 7 090 ~l~a eptUlk' t ation. Crain- . Ravi d By Date Personal inl Me may use or secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~ 27 Property Owner Property Location Roscon Properties, LLC Gov. Lot W1/4 'W !4, S3, T29N, R18W Property Owners Marling Address Lot # Block # Subd. Na or CSM# 1353 Awatukee I rail NA 18.14 Ac a Parcel City State Zip Code Phone Number City Village Town Nearest Road Hudson WI 54016 Warren 121 S1 Street New Construction Use Residential) Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe. Parent material Sandstone Residuum (Hesch Series) Flood plain elevation. if applicable NA _ _ ft General comments Area is suitable for a mound system Syslem elevation is 99.0' based off the contour line established at 08.0 Slope of area is 7% and recommendations. Ceplh to limiting factor is 24'. Boring # Boring - Pd Ground surface elev. 98.4 ft Depth to limiting factor 25 in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDftt' in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. 'EH%1 'Eff#2 1 0-8 10yr3/3 none fsl I 2fgr mvfr as 2m,2f 0.4 0.8 2 I 8-25_1 10yr4/6 none fsl 2msbk mfr gw 1Vf I 0.4 0.8 3 125-42 7.5yr5/6 c2d IOyr6/3 10yr6/8 i fsl om mfr gw 0.2 0.5 4 42-68 2.5y8/1 m2d 10yr6/8 fsl Om mfr 0.2 0.5 Boring # Boring Pit Ground surface elev. 98.40 ft. Depth to limiting factor 29 in. ;Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl' in. Munsell Ou Sz. Cont. Color Gr. Sz. Sh. •E"l •En42 1 0-7 10yr3/3 none fsl 2fsbk mvfr as 2m,21' 0.4 0.8 2 7-29 10yr4/4 none fsl Inrl mfr gw Im,lvf 0.2 0.6 10106/3 3 29-38 1 I0yr712 c2d 1Hrtit8 f51 Om mfr cs lvf 0.2 0.5 4 38-59 2.5Y8/1 m.dy0yr /8 vfS 059 i ml - 0.4 0.6 I Effluent #1 = BOD,> 30 < 220 mgfL and TSS >30 < 150 mg/L ' Effluent #2 = BODz <30 mgrL and 1 SS < 30 mg,L CS7 Name (Please Print) Signature- - CST Number Address Schmitt Sou Testing, inc Date Evaluation Conducted Telephone Number 1595 72nd St New Richmond WI 54017 7/1712018 715-760-1978 snn `n IN OA!!q Property Owner Roscon Propcltles, LLC Parcel lD# 042-1004-70-090 / Fage 2 of Boring J 3]Boring # Pit Ground surface elev 96.51 h. Depth to limiting factor 24 in. - - - - Soil Application Rate Horton Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/h' in. Mansell Qu. Sz. Cont. Color Gr. Sz Sh. 'Ee#t •Eff#2 1 0-5 1Oyr3/3 I none fsl i 2fsbk mvfr as 2m,2f 0.4 0.8 i 2 5-24 10yr4/4 none fsI i lmsbk mfr gw 1m,lvf 0.2 0.6 3 24-42 10yr6/4 c2d 10yi618-- fsl Om mfr cs 0.2 0.5 1Wr6/3 4 42-65 2.5y8/1 rn2d 10yr6/8 vfs 10Vr6(3 Osg ml 0.4 0.6 i I i 4 Boring Boring # pd Ground surface elev. XX.XX It. Depth to limiting factor 29 in - - - Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD,''W in. Mansell Qu. Sz. Cont- Color Gr, Sz Sh. 'Eff#i •EI702 1 0-16 10yr3/3 none sit 2fgr mvfr as 2m,2f 0.6 0.8 2 16-28 10yr4/3 none fsl 2msbk mfr gw lvf 0.4 0.8 3 28-53 7 5yr5/6 Qd I 0yr6/8 fsl Om mfr es 0.2 0.5 i 10yr6/3 4 53-64 2.5y8/1 m2d 30y 6/8 fsl Om mfr 0.2 0.5 i 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 GPDAV in Mansell Du. Sz. Cont. Color Gr. Sz. Sh. 'Eff#t •EB#2 i i Effluent #1 - 60D~ 30 220 mgiL and TSS -°30 150 mg+L ' Effluent #2 - BOD 30 mgT and TSS 30 mgiL the Urpurtn+rnt nl'('ouvnens• i. an equal opportunity scrv ice provider and employer. II you nerd assisl:mce to access sci aces or nerd nunt-rial in ao ahernale lonnat. pleax contact the deparunent at 609-266-3 151 or 'I fY 608-264-8"?_ .nn.x:n, ,n o-. n.; ~,crmtt m; restnn, :rr.. Paae 3 0. 4 Conducted bv: Conducted tor Schmitt & Sons Excavating, Inc.. Name. Roscon Properties, I.11A Thomas J- Schmitt. CST 227429 Address: 1353 A~satukce'l rail 586 Valley View Trail City, State, Zip: Hudson, %16154016 Somerset, W 154025 Phone: 71 6~c0 1978 PID: 042-1004-70-090 Lot No.. NA 18.41 Acre Parcel Date Legal Description: Nwl/4 NWIM S3 T29N R18W N Backhoe Pit Township, County' Warren, St. Croix County ® Bench Mark 1 El. 100.00' Tap of 1 112" steel conduit p Bench Mark 2 El. 99.46' top of 1 112' steel conduit Slope= 7% Scale 1"= 50' Contour Line El. 98.0' Contour Line Length 100' 1 NOTE: Fo full view of Lot see Aerial Photo (Page 4 of 4) 9~'? 7 a3- 17 SG op- 7E SV- Cotiycv 96, v<ivr F y' a 7/' 4B y .K ~ r a rr~~ ~ 13 a z4 S. AA is 11 ,L~r . v f ,a AYE .Y *jo~rt F~ .z f