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HomeMy WebLinkAbout026-1172-14-000 'sCOOS" ,e0a^' "'`r'O^ CfCe PRIVATE SEWAGE SYSTEM ~r.ntr St. Croix E'. MOt snd U u.:1ml.a.~..n INSPECTION REPORT Samwi Penodr.¢ GENERAL INFORMATION (ATTACH 70 PFRPAIT) Stcnc Pla^ n v" 615418 =er:.onal mfo•'abc- yc, p'o, .e ^1ag be uSad i srcencary vurposas'cf ,ac.' Law s 15 Oa i-gr^j I'r^•. I Nettles Nnr-e C ly ;'IIC, Tcwn;h.a ~:v::cl Tax No' Brian & Anne Schroeder TOWN OF RICHMOND 026-1172-14-000 u`A nro irsp file n1.l Ccscrctc _ tloNTpsMRa^pm'Llan Ng 35.30.18.1375 TANK INFORMATION ELEVATION DATA T1.`- MAN-FACTURFR CAPACITY STATIO\ BS HI FS CLCV. Septic Benchmark Dosrg Alt R61 Ae•alion Bldg Sewer fcldl'tA Sul It 1:1.0 SUHt Out III TANK SETBACK INFORMATION I ANK TO Pr_ '11111t Ll. BLCu. ventlc Arl-.take ROAD Dl Inlet Settle Dt Bottom Dosinc -eacerAlan Aclatu:n IM Pipe •-oldmg Bot Syslem PUMPlSIPHON INFORMATION Final Grade :'anu'ac:drer Darand SI Cavil Nucel \umbel TDII Llft I-rc1 rr• I ass Syslem I'ead I DH Ft FJ•-certain .znd[h Ula. SOIL ABSORPTION SYSTEM BED:TRENCH 'atl'h Lengin No t)l- °,?os _ cuiJ LW" DIMENSIONS PIT DIMENSIONS P: C' Is I^s ce Uia SETBACK t,Y`:FI,I Io P1L HIU'J 7v=''_L LAKCISTRUM LEACHING Idanu(acf.rcr. INFORMATION CHAMBER OR Wipe <P tiysmni UNIT Mccel14,-t t DISTRIBUTION SYSTEM -eaeer'It,naelJ C51ri6_I C^. xHpe 3ixe xH:Oe$pacinq :ent:p hr lrta-:e PipNs) -I 1h 7ia Lengin pia _ °:pacing SOIL COVER x Pressure, Systems Only xx Mound Or At-Grade Systems Only f:ol'n ren-r Welsh o.'t ..x I: epr of S riv, S, j:I':) xx NWCh•x lie::''"-" - -.'I, 82 C' lla"ch[r.!i 6 g Iol:sol °e5 NJ `a5 NC COMMENTS: i ncluce code disoreoencies. persons present, etc) nspeot or, k1. Inspection #2: Location: 1385 128TI I AVE 1.)At BN' Cescrip;ion = 2.) Bldg soars length = - amount of area = Plan revision RU'yLIIJ:1° -es \G Use other site for acmi crag nvorR'al or, 'BG r•"G',R 'vn-, :ate PSiamNrc ^r-t Nn 0 Ll _ _ I11t1 \ E ,I al) Ft , Irt )I 'a Penlct N:ui b tll'd":,C,i ! Q'.1 ?;I'la I mTa., w I, I. !IC: r. Sanitary P1I1111T Ahplicatron I ~C- L iatcc } \Ps .R; Ir ) •.m I _Tr I r I I Ilti= I ,I I!ZR'"'^~f^t7 .I n.n tell. . I: V d rt:.Liein4r n , pl 'it 0.. •J9' 4tl, owned POWN a., sulmlil.>d :.1 I I t , I ee n .Ltiu':n: d err nn rS:i i tll unc I > I or I t u' r:r+ d i -wain ,re vvt Jc nt he uuA IAr I:p tl ,h I lu I-rIa I \pplicabon lnfulm: lion_ Please Punt All firill alion - _ V J~ I I I rent \a _ _P~- 1= l ~ 41 r ny lion. InJw((~1,; A LI ~-s - _ I I p n ..te:ero.. IS, q V t $ . 11'~ S' Cil•J, sots rrp Cede Philee Sued.^. - / I J / ' ccl (111 j 144 1,! II T3 of Bu dd w - _ - - I L, R 1_,2 F 1n (cItu k all that applvT - l~ 1 F.:,:ul D 'A' ♦unl 3cd nts w SUTAIVI'm Name t P h t'nltl t iJ lle_. rt+c lJsc xpy~ Qy` - ❑ City of ry, ❑ v rl tl.r:;:d Ilcw ua l..-s. ~'S\I Nunccr L VIllaGC of 111.11pc oT Permi(C (Check only one blrc ,It line. 4. Complety liar IS if applirablrl - 0 a _ ❑ Rcp!::sm n. v.actn T:<.uuneut I I li n • l znl: It. nc:r iTlly - ❑ Other' A7odificaliCr. to Existing System jes?lain) It C I'mv r t navra I I_I P emus Pewif Nrllnlxt and D:nc L>naJ rr n:.t Ib:: I I'm ❑ Chan!x o[ u•.Ler r P,-: at 1t.:nsfe: to New ila-:!e L\~II Cat i Ik'nc'.r IV Itipc of I OR IS Sys0.nl nn ( panent9Tevicc_ (C_haak Al plat apply) : e - O A \ n `r<m.ln :,16., . V,:-ltt '.I I - (o,und I :\>Gu:la ~ \9ar~`4 m' or" il.blc soil ❑ tilo'.:nd- 24 m. Of u,ta N. Sol. n 91 U I:I f U(LID.Y OI r I nm : t _:I ai I ❑1'r e~ I~Uevl ale taiga \ DI pu.:d I r ant writ At au lnfot maaun CL Ali V- f ~ fl t l f~i l1 _.>lut an d . ~I(ienoa Rt t(gpas , j icrs,tl A Rani- IsfI D:s - sz::Arta Y/fJ//p ,}ed isl} Sv~tcltt F.l:vartin i V'I. Tank Info C'a I r u n T n: ul blunutacRrcr ~ c (.a1~ - Gallune Unit ~0Aylbk Ttt ~c~' = •a to F V IL Ha>prInelblhly Ctatenivill- I. the IInA Isl n'd a> I I n ttsponsthtl M1 fol imiallm In of Ilu• 111\\ I \ hm>u n Ih Ico h d 1 I o Ilunl ~Yr: It tll ~I r._y- 1 'd.l t 6 ..a 1 I.,.I I Nlub,r r Phnc' y 1 u rt .Jeri > I>v C, ♦Lr lip Cud VIII ( MOWNbrim •nl L se holy l I ~'i f r \ P 11W k:a U• I" Ir J l I ll its l \lul I iIc I\ (nmhliao of \ppt oynl Reason, for Di,.ippt (,,:if SYSTEM OtNNER. 1. Septic tank. effluent fitter aril dispersal cell must be serviced; Ireintaln0,-i as per management pian prcv,ded by pwrnber. 9 All ( ' lequirentenls most be maintained c.:n I,:y;,l rnn L» u::,,l n u: = 1 t ;n.u„ il:>I.. as pe, 'pP'iCable CCQp.fCh~frigNlt'p9'. rho, r~. m,•»stan::n~d >W..ai, I.. Ih,• Clo..IV I'M ST. CROUK COIJFNT i' SE?TI - Vii{:ivfADN-7EINANCE.- GR L~U 'a~ pv/ ~ ~~~IsttP C~ RT~ICA ~0N PORE C xrev?:Bu rev _ 1~✓ ` Gw~ , C r 56 . ~VI V. c 7 r Prca Add ask (V ormcadon reqabrd Zorn P1-mtnmg & Zoning Departmtmt itT mnw txmstrucGon.) CitytS to ~ Yd =-I { c Panel idert?scation Number C 1 ] C - C LEGAL DESCMO IOX _'topeY`y .o cxdoa fit- , Sec, T N. R.~',i, Town o S bdivisionPlat:~~U `.F f Lot#~- Certified Survey Map r volame page War-rank,-T Dead _ Oxfora 2007)Vclu a - . Page e" Spec house Ed yes ~tao Zfat li-ts i5.ent able yes o to $STEIVt IYIAL>\`'I'E144fqC ✓llrD OWNER CERTM4aArION Improper use and main+xaanca ofyoar septic system could r -salt in hs premature iaill< to beadle wast,b. Nropt mabtezmaca consists of pumping o- die septic tank cwcy Peres year;: of s oener; if needed, by z licensed pumsper. C~,''hat you put ia:o the :system se1Fan 3TCCL i1C 21r'iOADJtz uScptlC C8n3: as a L*c,atr+"t.°..^:t Sin din the ,3'Z>tC disposnL Si+S2E,g! -.i9vr ma temanCC responsfoilmes are speciAed in §SP& S83.52(1) ayd n C agez 12 - St QoL County Sa=ucy OrdiZance. Tae property owner ay e x to submit ra Sr Ca CDim y"P?zet2e fi?anar F~spsrtment a zrtincation m?ta szpcd iy rfie owner and by a -?eter clamber; jourmymam plumber, restricted Plumber or a licensed pumpu v=iVmg that (1) the on-site .t^z.tewaw disDosa: Syr-em is in cooper opera-dug condition and/or (2) afuT bupectiw and punning (tfnecessaty), the septic tank is less than 1i3 full of sludge. Vv;o, t;>_e mr&n r s! ,ned hav,; ,read cr:z abov a ryuiremenEs ann. a'ea to tnainas r- :fie; tiv a r, o,. _ se ate.. ciissp asai system with the sex isrt24 heras sex by tita DepaiMeat J.'' ' And P rofeA74 - Str17~ ' ~ e Z:aL ibC..~:'p¢,'Cme,QL t)fNffin1Ftl IZt,S' OLtDt... S~ ~ 0?'~4?scons;~. C:ucs~o-a .s•,a?Lg ~t yoas sca;ic svs':cm hz~ b^cn. - -must be cumpiued and ra:a:med to the Si. Croix Zoziar, .°.Lt "✓!fliil2 3'~ t„r 4j LQ'De ar 7 }3 . e~ ,}u:.'K~;:i?~t3 ()f11'£. Ywe c f ry that all statements on this form _e Mae to the bas' o f myiour kaDwle(,3ga Uwe atv ae ibe owner(s) ot`the nroperry des :rood above; by virme of s v wrant,, dct:d recorded h R~ of Deeds 0i3ce. L~ Number of bedrooms SiG_NN_k1 U=_ non sPP lCl~h ~Sj. >?Il.'I';'. : ay Information that is misrepresented may resuIT _ she seance y per;,trt beir_~ revoked by the Plaming & 7oni-rcg 7sparttaent " c1,de u-itC this appiica5on a recorded wm-aa y d .=t ;n>m dhe Register cf.Deeds Off cz and a copy of the c"iffed sun'ey mac if creece ii cuad_- in the warrmty deed. DIVISION OF IN UUS IRY SER')iCES 7331 SAN LUIS PL GREEN BAY WI 54304.5211 f S Contact Through Relay P$ hltp/Jdsps.wigov/programsfndustry -services 'r www.wisconsin.gov F:, a Tony Evers -Governor Dawn Crim - Secretary August 2, 2019 CONDITIONAL. APPROVAI. PLAN APPROVAL EXPIRES: 2021-08-02 Plan Review: PW IS-(1819(11298-C KI1sl A OCONNLLL S11 E: SCHROEDER Saint Croix RICI INIOND FOR: Object Type Mound Component Manual - Vcr. 2.0, SIM-10691-P (N.01,01, R 10121 Object Type Pressure I)istrihulion Component Manual - Vcr. 2.0. SI3D-10706-1) (N.0101, K 10+12) Description: 6011 Gil Maitenance Required t he submittal descrihed ahocc has been reviewed (cr conlomiance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. I he >uhini0id has bccn CONDI I ZONALLY APPROVI.l This sv:sIcm is to he constntcled and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. the owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, slats. the following conditions shall be rnel during construction or inslallatiun and prior to occupancy or use: • this system is to be constructed and fixated in accordance with the approved plans. and the "Mound Component N:mual for Pnvale thistle Wastewater Systems Version 2.0" SRD-10691-P(N.OI l01). • 1 -he pressure network is to be constructed in accordance with publications SIM-10706-P(NOI/Ol) "Pressure Distribution Component Natural fix Private Onsite Wastewater '1'reatntent Systems - Version 20" andhx the siting nmda+ds of publication "SSWNII1 Publicalion 9.6 Uesign of Pressure Distribution Networks for ST-SAS (01,81)". A copy of the approved plans, specifications and this letter shall be on-site during construction and open it) inspection by authorized representatives of the Deparinenl, which may include local inspectors. All penmits required by the slate or the local municipality shall be obtained prior to commencement of construction inslallationr'opcnuion. In granting this approval the I )ivision of Industry' Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per slate slats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a sale building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. the above lell addressee shall provide a copy ol'Ihis letter and the POWI'S management plan to the owner and any others who are responsible for the installation. operation or maintenance of the POW7 S. sincerely, ///wNi4W ,/f~n iinyew Matthew Allen Janzcn Wastewater Specialist, Division of Industry Services (715)340-0407 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residcnli:d Application INDEX AND TITLE PAGE i iN1J(6 i 1-<y VICES Project Name: Schroeder Conditionally Owner's Name: Brain $Arnie Schroeder APPROVED DEPT. OF SAFETY AND PROFESSIONAL Owner's Address: 1466 Quail Run SERVICES INDUSTRY SERVICES New Richmond WI 54017 Q Legal Description: SE-NE-soc35-T30N-R18W SEE CORRESPONDENCE Township: Richmond County: ST Croix Subdivision Name: Sunset Hollow Lot Number: 14 Block Number: Parcel I.D. Number: 026-1172-14-000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 1 ateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve, and specif ications Page 8 Plot Plan Page 10 ATT soil evauatfon Designer: Kim A Ocor nell t icense Number. 224263 Date: 06/23119 Phone Number: 715-381-7917 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P IN. 01101, R. 11112), and both SSWMP Publication 9.6 Design of Prossure Distribution Networks for ST-SAS (01181) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01101, R. 10/12) Version 7.0 (R. 11/12) Page 1 of 9 Mound and Pressure Distribution Component Design De,gn Worksheet Site Information (R or C) R Residential or Commercial Design Note: SWA K (D) calculations asaumo a 400.00 Estimated Wastewater Flow (gpd) Tale 383 44-3 in-sit.sml In wri nt for es. 1.50 Peaking Factor (e.g. 1.5 = 150%) lecal coliram of 36 inches. 600.00 Design Flow (gpd) 3.40 Site Slope 97.70 Contour Line Elevation (ft) 26.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 75.00 Dispersal Coll I englh Along Contour (ft) = 8.00 Cell Width (ft) P1.00 Dispersal Cell Design Loading Rate (gpd/ft1) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution r Y-LJ Pressure Disribulion Information network? Lnter Y ar N (C or E) E Center or End Manifold 4.00 Lateral Spacing (ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point. 0.1_25_ Orifice Diameter (in) _ 3.00 Fstaraled Orifice Spacing (ft) = 12.00 ftZ/orifice 2.00 Forcemain Diameter (in) _ 65.00 Forcemain Length (ft) Does the Forcemain drain back? 92.00 Pump Tank Elevation (fl) Enter Y or N 149 System Head (ft) x 1.3 10.60 Forcemain Drainback (gal) Vertical Lift (fl) 61.38 Sx Void Volume (gal) Friction Loss (ft) r/.99 Minimum Dose Volume (gal) In-line Filter Loss (ft) 20.60 System Demand (gpm) Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 1.25 x 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons/inch Calculator (optional) Treatment Tank Information f2-0-0.-016)] Total Tank capacity (gal) 1900.00 Septic Tank Capacity (gal) 36.00 Total Working Liquid Depth (in) [W ieser Manufacturer 33.33 gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity (yal) P_otylok Filler Manufacturer 27.2.4 Dose Tank Volume (gal/in) ~PL-S25 _ Filler Model Number Wieser __~Manufarhuc r Project: Schroeder Page 2 of 9 Mound Plan and Cross Section Views ~1f10? Otmcrvation P'PA 0'.~. K: iT 5 A W -fi . . 1 L - Mound Component Dimensions A 8.00 fl E 13.26 in H 1.00 ft K 8.28 it B 75.00 it F 9.50 in 8.01 it L 91.5/ n D 10.00 in G 0.50 If ,1 SJ8 If W 21-79111 600.00 (Its) Dispersal Cell Area 1200.58 (HZ) Basal Area Available 8.00 (gpd/It) Linear Loading Rate l.50 (ft) 1110 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.33 (it) G H F nis(x r r u 99.03 (f) I ateral 98.53 (ft)--1-1 - Invert Dispersal Cell t Elevation D 97.70 (ft) Contour Elevation 3.4 % Site Slope Geotextiln Fabric Cover Shading Key m n Dispersal Cell Soo lateral details on Li] M e 1,511 * Page 4 for number, size, Topsoil Cap o I and spacing of laterals. Subsoil Gap °A ° Q / Laterals are equally ASTM C33 Sand L / F spaced from the Tilled Layer c °m 0.5 it Tyrrra L.llcnt II-~ distribution rep's © Aggregate conlerline in the _ A distribution cell (AxB). Project: Schroeder Page 3 of 9 End Connection Lateral Layout Diagram <ai:eialSoeMeiowcrP rtwnsron-^ - ~-Turn-up wAbill vrrNa or oloanouiplug _I Ap Utaats aelEentbal IEX~I Holes drilled on aro bottom or the lateral S e4ualig spaced Face mail connection via tae a cross to Manifold at anp Point. Laterals Morcemain Sch 40 PVC Per SPS Table 384.305 Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.06 fl Lateral Length (P) 73.44 ft Orifices per Lateral 25 Lateral Spacing (S) 4.00 ft Orifice Density 12.00 ft2/orifice Lateral Flow Rate 10.30 gpm Manifold Length 4.00 ft System Flow Rate 20.60 ()pm Manifold Diameter 1.25 in Total Dynamic Head 13.49 ft Farcemain Velocity 2.10 ft/sec Dose Tank Information l ricking cover with warning label and locking device and seated watortight Electrical as per IVFC 300 rind ► ii SPS 316.300 WAC Discnrertecl - 4 in. min. Tank component is properly ventod - - Alternate otIDel location Forcemam diameter Wieser manufacturer t 2 in. Gapacityl 800.00 Gallons Volume 22.24 gal/inch A Woop holn or an6- Dimension Inches Gallons B siphon device A 21.46 411.31 B 3.00 66. 12 Pump iw elation (R) C 3.51 71.99 r 92.67 D 8.00 177.92 D I Total 35.97 800.00 Mise tank elevation Bedding un er tank. ()2.00 Alarm Manuafacturer SJ[ Rhombus - Tank Alert J Nose: Switches Alarm Model Number 101-01H _ containing mercury Inly, tint be used in Pump Manufacturer (Goulds .his sys?en. Pump Model Number rPF-51 -J Pump Must Deliver 20.60 gpm at 13.49 ft TDH Project: Schroeder Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name Phone _ PUWTS Regulator's Name _SI Croix Coun Zonin Phone _!15-386-4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Si/e W30 in Estimated Flow - Averages 400 gpd Maximum BOD5 mg/L Septic Tank Capacity 1200 gal Maximum TSS mg1L Suit Absorption Component Size 600 ft' Maximum FOG mg/L Type of Waslewater Domestic Maximum Fecal Coliform >10E4 efu/100 mL Service Frequency Septic and Pump Tank Inspect arid/or service once eve 3 years Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once ever y:3 ears Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 1.5 years Mound Inspect for ponding and seepage once eve. 3 ears Other - - Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted arid materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 fti), 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 M Threaded Cteanout 6-8" Diameter Lawn Sprinkler Valve Box Plug or Ball Valve Distribulion Z- - . i . I ong Sweep 90 or Two 45 De ree Bends Same Diamoger as Lateral Project: Schroudor Page 5 of 9 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shad be operated in accordance with SPS 382-e4 Wis. Adm. Code, and shell maintained in Accordance with its' eornportonl manuals [SBD-10691-P (N.01/01, R. 11112), SSWMP Pudica6m 9.6 (01/81), and Pressure Distribution Component Menual Vor. 2.0 SBD- 10706-P (N. 01101, R. 10112)) and local or stale rules pertaining to system maintenance and maintenance reporting. No we should ever oiler a septic or pump lane since dangerous gases my he present that raid cause death. Septic and pump tank abandonment shad be in accordance with SPS 383.33, Wis. Adm. Corte when the tanks am no lmgor used as POW TS cornpunenls. Septic or pump tank manhole risers, access Aare and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure Aahst he replaced. Exposed across openings greater than ffAnrhas in diameter shalt he secured by an effective locking dfevirv to prevent accidental or unauthorized entry into a tank or component Septic Tank j The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shad be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the sr!ptir. tank Anal oullot filler shall be assessed at least once every 3 years by inspection The outlet filter shall be cleaned as necessary to ensure proper operation. 7ha filler cartridge should not be removed unlasx provisions are made to retain solids in Uhe tank that may slough off the Idler when removed from its enclosure. It the brier is equipped with an alarm, the fltur shad be serviced A Uhe. alarm is activated dxntinuously Intermittent filter Alarms may indicale surge flows or m impending cnrltinuous alarm. The septir, tank shall have its contents removed when the volume of sludge and scum in the tank exnads 113 the figlld volume of are lank. If the contents of the lank are not removed at rho time of a triennial assessment, maintenance personnel stall advise the owner of when the next service needs to be performed to maintain loss than maximum scum and sludge accumulation in the tank. The addition of biological or chamiral additives to enhance soptic tank performance is gonorally not required. However, if such products are used they shall be approved fur septic tank use by the Department of Commmdw. Pump Tank The pump (dosing) lank shall be inspected at oast once every 3 years. All switchos, alarms, and pumps shad be tested to verify proper operation. If an affluent filter is instated within the lank It shall 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 podmeter, and the mound shall be sanded and mulched as necessary to prevent emslon and to provide some protection from frost penetration. Traffic (other than for vogotativo maintenance) on the mound is not recommended since sod compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will phornale fret panehalion. Cold imalher installations (Octobor-Folr vary) dirlate that the mound he heavily mulched as protection from freezing. Influent quality into the mound system may not excewl 220 mglL BOD„ 150 mglL TSS, And 30 rYA FOG for septic tank effluent or 30 m9/L BOD„ 3f1 mglL TSS, l0 mgA_ FOG, and 104 cfu/100 ml- for highly (raided effluent. Influent flow may not exceed maximum design flow specified in the porrul Ida this irrstallalion. I he pressure distribution system is provided with a flushing point at the end of each ladant, And it is recommended that each lateral be flushed of Accumulated solids at least once every 18 months. When a presence fast is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice doming is required to maintain equal distribution witin the dispersal call. Observation pipes within the dispersal call shell he dhackad for of team pending. Pending levels shad be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, mom frequard monitoring. Contingency Plan If the septic tank or any of is components become defective the tank or component shad be repaired or replaced to keep the system in proper operating condition- If the dosing lank, pump, pump controls, alarm or related wiring becomes defective the detective component(s) shall be unmediatoly repaired or replaced with a component of the same or equal performance. It the mount component fails to accept wastewater or begins to discharge wastewater to the grand surface, it will be repaired or replaced in its' present location by increasing basal area if too leakage oodrs or by removing biologically dogged absmition and dispersol media, and related piping, and replacing said components as deemed necossary to bring the system into proper operating condition. See Page 5 of this plan or the name and tolophom number of your local POWTS regulator and sorvico provider, Pretreatment Units the information and schedule of remanagemeel And malnlenanc.e for pretreatment devices such as aerobic treatment units or disinfection units am allachod as separate documents And am considered pad of the overall management plant for this systram. ProjP.Ct Schroeder Page 6 of 9 `l of tQ GOULDS PUMPS Submersible Ewer Pump - PE c,- CA71M MOTOR FMTtW 5 Garerak ■ f nrlatipl n~ulaot ' .i. Pump-Gelletdl: I - 1)ktfug~ 1!6' Hf*1 -An* phase : mremuuioa Cag lam body. lanpummmloff (WO o~ootarmosvdrar • 115v01K ■lhanreptasACiopdkrald • Itti-tW d®sloverload pm- CDW. f kdt, •Svfidshandlmw ` Vdionvs mmoulaicwsrs. ■UppQSieeueadbwr mmdm o whm. ' class B imaAom heavy dw y bai bmmg -Autonaticmoddshdldea '01-libddesiyL ton*ucim. APPUCATWM goat swio[h. ' High sbe gth Gabon sled ■ Max is parnanendy SpeoaOydesignedfbrflw • Mawalwrod&ar*A& 41A bWkMedforadeded • Pvwkg large: see - Pei Motor: savior fits. Imr, T Mound Sysshmns ' palumemee dot o1 cove- - 33 HP, 3000 RPM ■ Paweed far uxftn m P131 Pmnp • 12.0 Mmimm aryls apeladorL r tow Remm P SysteArs • Madmon G "W- 50 ~M • Shaded pokdesign ■ Igs~ 1 ~the . BasarmmDrahrug • htaxh vuha d 25'iDH PE41 Mott: M~~~p~ • Ha lvy Drily sugll PE41 Pump • .40 HP. 3400 RPM - 7.5 Maxinmr crops mid, 20' slarrasd len3tk 9 • Mm*mimhead2!VTDHH • mcdesgn heavy duty tfd3SMwith 1ffIMA 5-15P, three pmrg, PE61 FaW PE51 Mofer. 115 vok golmdmg plug • iMaonaen o a(kT.. 70 GPM a M HP. 34M M ■ cnrnpkft unk is heavy dirty, • Mm inm head 37' TDH • ~ 9.5 deck pmUW and ompad. ■ MedaniAl seal s tarbm4 lata'F16 PE7 remnir HUNIAandstaml¢s 40 PESt r = ~laores rFn.rcri rgF sled. t...._... 1F -AkAIL o l ■9taivleastadia:tale~ 35' -i~ + - 10 1 y -f- 2(plVl AGEMCFUSnNO 30 ft Ga's 25 p' f j - - I reslmtiofa778ad r t aa22210sStatldalds ti ' r'--f"' - i i t~ y~Sdu6dcA~idton Tie ge33terd 101 .7 - 0 -1 0 0 10 20 30 40 SW 60 70 GPM 80 0 5 10 is mvm GwIds R rrpo r w. GOn4UrY fit, J .411. 6Q11'rWA W it) -X, .mkjsa cJ s/ci7 ; o~ac~A,~ G7,w1 fs~K ' Y. /~.,3 ~ i Wisconsin Department of Safoly and Professional Sgirvicos f' ' Pape of Divivionol Industry Services ! SOIL EYA41LIATION REPORT Ina I with SPS 385, Wis. Adm. Code Q°UMY- - Attach completo site plan on paper not less than 8 1/2 kk~altn -J - but not limited to: vertical and horizontal naforonoo point (BM), dirsolk andprrce^T anal I.D. ,n scale or dimensions, north arrow, and location and distance to nearest road. Please print aM information. Reviewed by Dare Posormi inrwmatio_n you provide maybe used for secondary Wr]mses (Pri vary law, s• 15. 1 m Pro rty Ownerr Property LoeaMun - - - ❑ W sal d ~n~ Gmd. Lot - ti s r T : ~~0~1`~ ~~.//R / R E (°d " Property, Ow "l u,1 Lu* ~Blotl 1/ SN~r A/LL C Sq to Zip Cale - - Mwne Number ❑ City ❑ VIIIaUe QtJown Nearest Road fA. PdNew Constn,dion Use Z Rc-Adt-Alial/Noanborof heA o s Code dedvd design flow mte4~ GPD ❑Replace:ment ~ [A Public or commercial -Describe: Parent material, :~711J Flood Plun dovatim M applimbia k 8. I General cornmaYs and recomrie dations: I I Boring * Pit Boring Ground surface dov. a2v R Depth to limiting factor :~v in. LLLLLL Sal Appli~ lion Rete Horizon Depth Dominam Color Redox Description Texture stuctoua Consistence Boundary Roods GPD/Fe In. Munsell Qu. Az. Con. Color Gr. Sz. Sh. •Eff*t _ • 17#2 -~~5. IF) -j J7 lBoring * ❑ Baring < ❑ Pll Ground sufaco oYev DuC U. Depth to tinging facto (n. SoN Apptowtiox, Rate Hodzon Depth Dominant Color Itedox Description Texture Structure Consistence Boundary Hoots GPINI•lz In. Mons" Ou. Az. Cont- Color Gr. Sz./Sh. _•E1f1H 'EfW - - '111axxd Nl- D>305220 Lund TSS>30 150 ---nt 92=00D,>3U <_71U mgA-and lS3.>3f/5150 mg1L-_ CS ame ( / Sryrwtur CST Number Address Date Evaluation Conduct. d Telephone Number 79/7 M1313-UM so (Ra/ts~ Boring # Boring Pit Ground surface elev&,~ft. Depth to limiting farta2'Z in. Sod Application hale Horizon Depth Dominant Color Redox Description Te)duw Stalclure Consistence Boundary Roots GM/W - In. Munsell Qu. Az Cant. Color 6r.,97 Sh. •Eff#1 •EfW ❑ Boring # U Boring ❑ Pi Ground surface Nev. _ a. Depth to limiting factor _ in. Sad Applies i Rate Fbdzon Depth Dominant Cokx Redox Description TcAum Structure Consistence Boundary Roots GPDIFt>_._ _ k Munaall Qu. Az Cont. Color Gr. Sz Sh. •Fff#l 'EfW2 F-1 Boring # ❑ ❑ Pit Boring Ground l surface: dew. ft. Depth to limit" factain. Sail A icalion Rate lhxinar Depth Dami and Color Redox Description Texture Sinxxum Conablence Boundary Roots GPDIFt' In. MMatsell Qu. Az. Cord. Color Gr. Sz. Sh. 'EMI 'EtHf2 I ' EOtuent #1 = 800. > 30 s 220 mglL and TSS> 30S 150 mg& ' E#luent #2 = ROD, > 30 S 220 mgr. and TSS > 30!9 150 m9& 10, ~.l . - .ado G a7 - - f ~ ~..b1~~fs lm .31 , 9G j iz3 C3 1 I r~ III II ~ IIIIIiI ° i L i t i AP F,h111.fC_.I~M.i ~VLli NGtt~1i~5.4 9 I LI `141:: tl I i W l 1 tiylStF.iFF~. n i+1 i e r r r a -dT r~ ;'rr~cvruv1 twt;gjp13 - 4AN i „ r I ~ . i I F I , i J S ,7 a i'. Crv C s r. ~wtt~yp~k ,,~L r II •I ••r I YI \•1 1 ` ~ ` UNPLAT1fU LANI~~~ • 1 779 ~o_y auVy J iii 1\r t ~~$J in i r NN IEI I / 'li IN .d ou Q. j t p Ili, m / _r ~ / c._ Pi I ~j ~ CL.. ' I•. II fit _ ^/G~•-- I "44.~: r " le. ~ 9.70`" / ' hoop" ~ ;'ems ry i I. I~ / r / kw ~I . I • I cAna. `p9 °l^t ,r-®„ "_0' .tom-- r.___e:. .1......t l LOT - 1 IA u I LOT .5 - T6REY F`II'irS' c sr-dc lq f.'~iincnn=.in fle•,>aRment Df :ialeh•::rr1lr ;iarnl °_crvf«s,_` Page_ / of D :i:;ion of Industry Serdces x - SOIL FVAI-LIATION RL-POR1 N accordancu v.tl: S P> e87 N.•is. Ada- COCe County G, ~ It h c nolut f e I Ian cn nnp i rot lulu Ihan if V? , V-1 n.,bls m ,z e. must r..L¢k, ' L~q 4w Lat n-I liru.cd o - h .r.l and I arz antat-ofCR ¢ e .int f Rl I, cReetiun and pau:cn, ope Parcel I~.rD scale c' dimen., of north a ,:,v. and _:caunn and dislar:c I.1 nea•es m! Please print all information. Revie•.ved y DDa•• Personal iriormatinn you pfu-,dc way ne r.sen far se ;cndary oLryuses (Privacy Lava, s. 17,24!11,m), P•cpc rty O'virm, _ I Prrpe¢y LccaOOn ❑ .i 14ry.I c~ 7Yy}L~ Jam.. Goa. Lot N R / E Cor) VV Property O•.vners 6la,1, Address Lot # Block # Sub, Name or CSfd , a~lotr f/~//ate' _ C IIy Slgto 2L) Code Phone Number ❑ ('ity ❑ Village jom Nearest Road y ZCI~2, 4z [ N striction me ~Residentia:iNUrrtr^ol!xdronms Codo derivoc design now rate/ ,!Sr GPD LJReplacement ❑PublicortOmmerual-Ueu>ihe Parent mate•ial ~-L- tl:r.:<I Plan elevation i' appl cable w~ ft. Goncral colnmv,te and re::omu'efrdaliensf Boling # L7 Bnnny elf f _ pd Ground sudare elza. f;. Depth to limiting factor in. Sid A_ppllca:,or• Rate I union Ilepth ncnli art Crdrn -tertnx )osor ptiori Texture SIfuUU•e C "%Fslonce Rnundary• Roots CPD( ' In. Murse I Ou A? Cont. Color Gr Sz Sh. T01 _i- 'Eff#2 Bonne P ❑ Boring r _JJ ❑ Pit Cround surface elev. ft Depth to lirmling factor. it'. Soil Appl,:,ahcn Rate I lonnm Iyepth '1or'inam CoIC, Hedr.x Dearripl cn Texture Structure Corslstence Roundary Roots GPD'Ft' 1 Ir. D haseO Ou. Az- Corl. Color Cr. Sr. Sh._ 'Etf/#1 'Lff##2 ' Lffiuc. n;1 1301), > 30 s 220 rrq L and 15a > 11 501 mr ' Effluent #2 DOD. > 30 229 mg?L and TSS 1 3~ < 150 v,91- CS ame ( ca flK ' Sfgnatun - / CST Number Address Date Fvaloalion Conducted Telephone Nfvnher, r / v SDD-833. (ROC'S! O BJIIOg DOI'YC t Pit Gruwld surface etr 9 Uc I::: lung: ry; 1u-ior Soil Appfcakse iam Horizon Dcpln mm aot colt Redcx Dewlptc•) Textu o Sl ImU C ) i lel co Boundary Roots GPD4 t' L In. f'ur,ell Cu. Az. Cori. (:c of C;r Sr ih. _ Eff#1 I 'Fff#2 - 12 r T_ 1=1 ❑ Bonn9 riving 2 ❑ Pit Ground surface Clev_ fl. Depth to limiting faeto• in. Soil Application Rate Horizon Depth Dorrinant (i)Ior Rceox Descr peon lexture Structure consisence Boundary Roots GPU;rf In. Mur" ll l Qu. Ai. Cr.•It. Colu• Gr, Sz Sh. •["21 •Ffi it - - Boring? n rinriny - ❑ Fit Ground surface clue. It. Depth to limiting factor _ ir. _ Sail Appl.caticn Rwe Han/wI Depth nr.mirarl i Redcx Des(-int nm Texture Si Crnsisterce B,:and.nry Rno's GPDfiT In. Mursell Cu. Az. Cont. Gi Or Gr. Sz. Sh. •Eff#1 'E'f42 'C'9~cnt kl-PO[,,>ao Z(I ng+Lard TSS'301 Ii J I))- 'Fllh:erl i+2-LOD.>30'--2220it,, d ,ti my .+t. I 67 .,Lct~l E.rdxr_ I r7 ~:1 J'i ~i,rC. ~s I