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038-1109-60-400
Yai;c:msm 7epartmert of Comr,.erce PRIVATE SEWAGE SYSTEM coaol` St. Croix Sabay and ew 1, -.1 P1,;Ia n INSPECTION REPORT Sarrtar/Derma No 605072 GENERAL INFORMATION (ATTACH TO PERMITi Sta:e P,u 11) N., =V,5VOa'i i11101mati09 q:>u F'1u'dide nrdy be sen `G' wLOPtlay Dar Dcfos [p," In, ( o, 5 15 B, l "drn'I 3108039 Perm t Holder's. Name. CAy 'e Marne T:nvnship Parpe Tax Ne Daryl & Jessica Cacka TOWN OF STAR PRAIRIE 038-1109-60-400 CSTBME'r:. P'scr. GMI er BM Dewnalma 5ecbau renen+Rarge:Map No a -iD ac ~z:-,,1( v 27.31.18.461A-40 TANK INFORMATION ELEVATION DATA TVPF MANUFACTURE CAPACITY STATION BS HI IS ELEV Bel Set;lic l Z7~ r Alt BM Dosln q r yil` P yx5 $p Lr Co q z. 7~ p Po L', 16 / Rldg Se••veir 7. $S HcldFrg Imo. S:'Ht Inlet SUHl Ou11e1 TANK SETBACK INFORMATION LANK TO [It '*ELL ✓en't~ ~ n-.~ Dt Inle' HI W; HCAD ;;r:ntit ' ,Z • Dt Rctlnrr 18.1v q2. HeadculvInI, Aeration D'SI loll Hc,•Id:rq Rol Syslert ..rt 9413 / o PUMPISIPHON INFORMATION Fi Grade. Manr,fach.nx Derard St Cover g2.7Q Gll C t mlcce'' Nl.moel QJ It 5 Z_ 3z• 9 _ G 9 ~e(,r JTDH I M F'ict on I r.s Svstem Head TDH Fl LU ;5b ZA, 0' FcnCermain Leng.~ Laa. r I I!M tp :^lell S x SOIL ABSORPTION SYSTEM BrDJRFNCH V, Th I l eruth No Ol PIT DIMENSIONS Nc 01 PI_ nsrv'e Dia Lieuic ❑-r-1, DIMENSIONS SETBACK ;iYSTCM TO P+L RI DG + WELL LAKE+STRFAM LEACHING `.Lrn.dacWw•. _ INFORMATION CHAMBER OR .e Of fiy;:e i' % r UNIT V.,cel Nurn,or 27 7 DISTRIBUTION SYSTEM O~ -fe3d- rn r J a, 1 `u•mn ( r Hole 5¢e . ` x hole SPa= ng V 1 4 Arr i s:e x =ipety; C ,5 Y ~ g v JDa FOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only DrpIF J C'-G:h O"Cr Dept` of _17 ,71,71 , oddC•d kx Mol[he:1 Bell e uh ,corer r / y Hed^ e, •r Ec9cs _ 7 -gyp Ves No '°I>.VUY No COMMENTS: ;Include code d sciepencies persons presenl. etc.; 9spection a1 nspcaion tl2 Location: 1114 142ND A;~,.r^~~ I y Alt HM Description = -I r /n( .L.=LYi_ ff 7 . Bkrg se'v'er length = It 1. r' ~ - arl of cover P'or revision Required Yes y; No use other side for additional information. Uate hserrtorrk Sig•r 'e Cer!. No. B:J 5rc (d 3!7?? r~r ro rSafetY ` and Buildings Division St ( ruin ~-IIA',r11~11 I- a r $ 1,,, I I 201 W. Washington Avr... P.O. Box 7162 s uutmy Pcn»it VMaher ihr he IiIIcJ in hpC'o.1 - p=1 Madison, WI 53707-7162 1 c'','IR, J ) 0650 7 2 Sanitary Permit Applicat 0I1 >tatc fmns'curm Numha Ina I ianee with Y+ b+$, d'll I h. rhnri..u u N Ihn h l , i s :Ipprn r is !nrve 11,11c lal kow _3/ V 9 i• rtqurrc l prior h ehrnnnre u , un .u, penny N ,ie appiicau m Inns, t,-r, lalc-.ncncd PUl\ it me sobnowd hr Protect lddres iii eidlerenl Than nuuhng. aAdrexsi .4..., I): parlnC'nt nt Sakh eaJ Pr Icaeia trot ti;nu^+ Por.omd mlurmalim•. coo pew ide nrec he used tia I aurP uI teo,rdl 'c with lhi I r.s'rc i aw I, I'll I I1n11, flab _ 1 114 192'*" Ave r7t-L-lilll 1. (pphl ilian lnformalir~lease P. rmt 1,111nforniation _ Imul 3 a U, V41A I )ant .4'. Jessica Cacka 03 8-1109-60-400 I'ropaq (iwnrr-, maihnp :\ddre;, Properly Lr~abon I 1 1 14 19e_ nd :PVC. (col lad _ Cn' SI le /,p(Ixic Phunc Nmuict NW -S\' Section 27 Icinac. onci I Nev, Riehnfond _ 54016 r 11 N. R_ 18- %k IL 1 v pe of Building (check all that apply) - Lot 1, O-A OS SnPrbaraon Nanl< I r . P;all ik Uwelhne \unwu or 1i.,7roam. ~11{p ~ /~~}pf~~ (.NNI Vol. 27, Pc. 6225 Cicols, MCK crCr 131uck I uhl:c('ommcr rd - Uscnhc I. I;c Vr i n of Na L i. Vdlaec of Slade. rAs ncd - I1,.cnhc I <'SM Nut he: n L Ak 'k- .,4 ®1t.wn ul Star PraiI to II1. f heck only one box on line A Complete line B if l: pp6r rl~c) _ 27-t.-Yo el Vew S\,kIa RgdaccmCm ssanm F1 Iraaceni I'f.ne lark itpl:menrcol (Tots ~1]UlhCr hloJificaiion a+FxuUnp Ryslcm (esplainl e - It. 1 P;rmll IAmcwal 1 . Pclmit Rev 111031 ] l.hanec of Piunlhcr Vernal 7Y:m,lu r. New II,l Pro wo, Permit Nullifier mid D me Issued 11"f rl<ilst taboo 0wn:r L 9z" v W l vpe (it' POW I S System Component Davu c: hark all that apph') - ---I Nan-Prcv,uni J hl tn<nwJ 1 1'rc„u•i r.d In io,mrni a r bide 1 I \hrmr' -'4 in ofgaCthla. nl ®Mouud < '4 m. ofsunaMc ,,it I I I Idm I urk 1 141IM' I1I I , u r. ~nq~ nun ssl l;tin _ U i'ICbt thnrn1 Dc'i rvtplami - . 111n'persal Tra r ratt Area In oration I ok I,,k Ill IL t w IJtel at S f mall:. L• /I 13c r, IMiePJI I> .arS IA 1, h. a 1, yr IaWrrya laI Ih,pcr,al Ira Reyuacd,,Il Di,p nd 9r'tInp~:,ui(sl) Sts1- it hull (qxi I A Gfld As, IM-( _ . t .and I sflfl.(10 sy. It. )8850 Sq. I I. J 94 78' I~hovc C1 OA <ipd nauce soil 0' contour ' V'I. tank Info ['.ho rut<m total dot blanufactwe: ('all ns Gallon. Undo Vew Lank. 1 n find Laois q ! s -1 .Ifs.. L:A 1,250 \a.. 1250 1 \1icki Cuncretr X j 1 750 i Ya '~U 1 - Conlhmaliontit PC \ 11. Respunsibility statement- 1. the undermi,'"cd, a"Illur respousibilit) fur inslallmion III the VMN I S shoes mr the attached plans. Viun:hc•', \Low II'I oa, ! • " I 'r ,sun < MP MPRS \umhcr Bu,iT neo Phunc V umher I (71X1386--9020 lim Roumrrslu NIMS I'lunlhI , lddre v iSlrce, l In Slmc. /!p C DUCT 10'011%% ~i. Iludson. WI 1.1020 1'III Cou n(df)epartment Use Onl.- t, po•n•,I Tea pn•r `ei lml ii Co. TIC I"acd , 1,em11 ERN SI :c lme to <n Rcusou lir 1k-m:tl Iv C!• ~3 _ _ IC. Cmldi a t o ,'AWAf Disapproval rkyyxr.•.nr crtl ntnt all be s~r_tcrs'r•> ~tts.-r~ 'Yt. e /.1 ~ wie .1c rK meM. pfan ?I rLa Lv ' r. - rtylu, or r 1, ) n ~I 2 AN I nefbsr:k reelJrorrems must cc Mpef rpgi cnbl, (n 4'i:rdi onrr' _ - UUrh ra complete ylu n. Ln the uaan and anhmil m the t mmrr nnli nn p.PCr nor Ittr Thin F I' 11 bche+in r ~IiU-G39S tR. ll!Ili Lm~%,t c"Yti'~ r. t- r VC, SrF. z?- 34 F/Ew SE_ C'/~~X Coy w,! . !i[r-~< ~J Y 3 S4 clCS J ~-+U'~t 1''oPcSFd ✓rlaccac`n.<3/.4G x:<Z. BG• i _;;'25Z^/9~ -.rt r2 C~~++~t ;naLim c'x ,dd • d, soSrx/ cc~/ sal, /tYC-Ei✓t >-/Y E, ~.+/i'o/y LaKPL-.S2S Se~Le et c/eu fn be 9<.~a,f/q "u be~'c fif/4 ref I,/~v.. <_1.T. o.c~(~. T-42 bG ~ci.rCa~^%'7wo:r>d:r6': bo.1; a.~ ~~!"A57 M-✓/9&S3c%. S=C~s'.C, I /o fii/as cE/~".r 5g.~7"cJ'1~E vr.rGcts n r owE off', Ea.vt! ~ 1 .~oa c cd a-f z. 53: ~ K eFeL o/ ~a _ J 92.c' i c7" 99.c'eA,to~ S.M.nCli /J'Ta/~' •T ♦ 1 R 4 E Or .1 C. ~ir ca C/ by W a~Cr S~oP/y - Y!.C Wt EG U Residential Mound 1)(M"I'S Index & Title Sheet Protect Name: Cacka 4 Bedroom Rcsielcnlial Mound Uwncn N;ltte: Dan*1 & Jessica Cacka Owner, address: 1111 192nd Avc., New Richmond. W I Site address: 1114 191nd .Ave_ New Richmond, WI Project Location: Subdivision: Na Lessd Description \W1 , l SW : 4 rSec. 27, T.? I R. IM.. I omi of Star Prairie St. Croi\ Co., W1. Parcel 11) 033-1109-60-401) Page I Index and Title Sheet Page ? State Approved Mound Design Pa;,e ± Filter Specilkatiom Page 4 Septi lank Puntp Chamber Cross Section Page 5 Septic Tank Maintenance Agreement Pare 6 Parcel Map Page 7 Warranty Deed Mater Plumber Restricted Sen ice: Jim Bonmeester, DSPS Credential N22904 es N Signature: Dater Page I of7 1)c>rgn pursuaw to In4 nountt ]od Ah.nrpnon C o-q!"r a 4larmui f n Puw IS. %cnion?.ll Slil)-10765-P IN.al!rn 1 ~~;~i.•st r+u DIVISION OF INIMSTRY SERVICES _1824 CREEKSIDE LN HOL61EN All 54(536-94156 j S Con:= I nrough Relay • P http':Asps.wi.govtprograTsitgAusoy.services S •,W.vn•.•eisconstn.gov A~FFSVwsn~i' Scott Walker, Governor Laura Gutierrez, Secretary L.ntc 07. 2018 S'I'll ) \'o. ?,,)904 :1T(:V: PO 11 7:Nlnspecmr 1+1AIIiS 1l' BOUMUSI FIR Z( )NINE OFFICE: BOL I I S1 I It & SOAS FACAVAIINC INC ST (ROIX COLIN'I Y SPIA 10?0 S I A'IT ROAD i5 N 1101 CARMICIIAI.1. IM 111.DSON WI )40!0 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06M!!2020 SFPG; Identification Numbers - DarvI & Jessica Cacka Transaction ID No. 3108939 192ND tit Site ID No. 849781 Villave ol'Slar Prairie Please refer to both identification Ilumbers. St Croix County above, in all correspondence with the axcncv. NWIi4,SWlA.S27,'I'31N,R18W 1014: Description: Pour Bedroom Mound Symcm ` Slopin- site Object Type: POWTS Componem Manual Regulated Object 11) No.: 1?61375 Maintenance required: 600 G9) I low rate: I i in Soil minimum depth to limiting factor front on-inal grade Syslcm(s): Mound Component Manual - Vcr. 2.0, SIM -10691-P 1N.0111) I. R. 11) 12), Pressure Distribution ( omponenl Manual - Ver.2.0, SBD-10706-P (N.0 1i01. R. IW12): FR"loent Filter 1 Lc submittal described above his been reviewed for conformance widt applicable Wisconsin Administrative Codes aid Wisconsin Statutes. The submittal has been CO\DI I IONAI.I.Y APPROVED. I his system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. I be owner, as defined in chapter 101.01( 101. Wisconsin Statutes, is responsible for compliance with all code CONDITIO requirements. APPRO No person any engage in or work al plumbing in the state unle,s licensed to do so by the Dcparunent per s.145.06. D,--PT OF SAslats. I" OFESSIONA I he lollovvinh conditions shall be met during construction or installation and prior to occupancy or use: D •~L.ION OF INDIJ Reminders • A sanitary pcnnil must be obtained from the county where this prnject is located in accordance with the rcquircmentsofScc,145,19,Wis. Slats. • Inspection of the private scwntge sy:acm installation is required. ArranIentents for inspection shall be matte with the designated counry official in accordance with the provisions ofSee. 145,20(2)([1), ANis. Stats. • A state approved effluent filter is required. Maintenance information nutzl be given to the owner of fhc tank s:xi±lainio.U that periodic clc:uirle, Of the f iltel is required. • the area within 15• dow•nslope of the dispersal cell shall remain undisturbed. Vehicular traflic, excavation or soil compaction is prohibited in this area. • A copy ofthe approved plats, specil-Icalions and this letter shall be on-site duringconstruction and open to inspection by authorized representatives ofthe_Department, which om% include local inspectors. JAMS w' 11( )1!V I1 I I:u 6!? 4n I8 0",ner Responsibilities • the current owner, and each subsequent owner. shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and or owner's manual for the PO W TS described in this approval. • The owner ol'a POLL 1 S shall be responsible for ensuring that the operation and maintenance of tlae POW 1S occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this soil absorption system or any of its component parts nnllintctions so as to create a health hazard, the properly owner must follow the confing,cncy plan as described in the approved plans. • The owner is responsible Im submitting a maintenance verilication report acceptable to the L'Ollnly for maintenance tracking purposes. Reports ;hall be submitted at interva:s appropriate Ibr the component(s) utilized in the POWTS. In granting this approval the Division of Intustry Scn ices reserves the right to require changes or additions should conditions arise makin„ them necessary for code compliance. As per state slats 101.12(2), nothing in this review shall relieve the designer of the responsibility Ibr designing a safe building, structure, or component. Inquiries concerning this correspondenec may be made lo me at the telephone number listed below, or at the address on this letterhead. Tic above left addressee shall provide a copy of this letter and the POWIS mamr entcnt plan to the owner and any others who are responsible tix the installation. operation or maintenance of the PONS TS. Sincerely. I Cc Acquired $ 250.00 Fee Received S 250.00 Balance Due $ 0.00 Gerard .\1 Swint POW FS plan Reviewer, Division of Industry Services WISMART code: 7633 1608)7 89-89'. Mon - Fri, 7:15 a.m. - 4:00 p.m. lem.swim'iimi.,lov cc. Edwin A'faylor. 1Nastcwatcr Spccialisl. (715) 614-+484, Mon-I'ri. 8:110 A.M. - 4:30 P.M. Owner Responsibilities • 'fhc current o"uer. and each suhmquem o"wn hall mil ; cn{n 01 'h > Iczcr in• lu liy iw uv:ions rrka.T: , to proper use anc araintenance of the csstem 0"pier, sawl rece:vc a cups o.` tix a;,pmpriatc opcruuor_ an, maintenance manual and or owner's manual for the 11()U TS described in tins appio rd • The owner oha POU`T'S shall be reslawmle for ensuring AT the operation turd mam-,enanc e of Inv N NUTS occurs in accordance with this chapter and the approvod mauagein n: plan under s. SPS 383.54(11• • It: the even this soil amorption gxroin o ram o`as component parts ntalfuncriow so a~ to create a healtr. hazard. lice propeny owner must mhov% the ::ontingeacr piar. as described in the approve:. pians. • I lie owner is responsible for sahmitdng a maintenance vLi hcatior. report acceptable to the cotut[v :or maintenance trac6mg purposes. Reports chill be submitted at intervals appropriate for the components i wHyed it the POWTS. is 2rantinr this appro%w rile I Hewwr or iudusrr\ Services reserves the right to require ch<m2es o:' additions should c:oRdhiotr arise nulkhp them nccessan tier colic compliance. A< per state smta 101.11,21. nothing in this review shall relieve the designe- of The responsibility for designing a safe builchn.. structure. or connponcn;. inquiries conccrnim' this correspondence may be made to me at the tcic•ptanle ntmtber lisle.'. 11010". or at the acd:'es: 0n tail letterhead '7he anov'c left addressee shall provid a cope of this letter and the POW"'S management plan in the mvner and any oI`r.•r whn arc• r, epnnsinie fnr the ins;nllniirn•, n~crarinn nr n:a inn,•nance oY the Pi-~U'TC Sincerely. Fcc Required S 2^Q.00 Fee Received S 2$0.00 N Valance fhu C 0.00 (Vaud Al Swim POUTS Plan Revicvao:. Do Won of In haq ScrvW ~ \Fis\4.1RT crag: 7633 1008y?8e-78Q! Mon - 1.11^ a.m. 419 p.m. cc: Lim in A l y len K c.a•" w Spubl n AT i 00=4&h Want 0,00 "•..\q. - 400 P..\7. MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application lg INDEX AND TITLE PAGE Project Name. Daryl & Jessica Cacka 4 bedroom residentail mound Owner's Name. Daryl & Jessica Cacka Owner's Address. Site Address: 1114 192nd Ave Legal Description: NW114SW1/4, Sec. 27, T.31N., R 18W Township: Star Prairie County: St. Croix Subdivision Namc CSM Vol 27, Pg. 6225 Lot Number 4 Block Number, Na DALLY Parcel I.D. Number: 038-1109-60400 !ED ETY AND Plan Transaction No.: SERVICES FRY SERVICES Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications L Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Site Plan Page 9 Attached Soil Evaluation Report Designer Jim Boumeester License Number 222904 Date 05117118 Phone Number. (715) 386-9020 Signature: t-. - Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SBD-10691-P (N. 01101. R. 11/12). and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01181) and Pressure Distribution Component Manual Ver. 2.0 SBD 10706-P IN 01101. R 10112) Version 7 0 (R. 11112) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site_ Information f R or C) R Residential or Commercial Design rNole Sand fill tM calculations assume a 400.00 Estimated Wastewater Flow (gpd) 383 4a3 in-SOU soli treatment for 1Peaking Factor (e.g. 1.5 = 150%) ecal colitorm of 36 inches 600.00 Design Flow (gpd) 14.50 Site Slope 92.80 Contour Line Elevation (ft) 17.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpdRt) Distribution Cell Information 100.00 Dispersal Cell Length Along Contour (ft) = 6 00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpolft2) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution 0 Pressure Disribution Information network? Enter Y or N +c or F) E Center or Fnd Manifold 3.00 Lateral Spacing (ft) If N above. enter the elevation (ft) 2 Number of Laterals of the highest point- 0.125 Orifice Diameter (in) 2.50 Estimated Orifice Spacing (ft) = 7.50 ft?ionfice 2.00 Forcemain Diameter (in) 60.0 Forcemain Length (ft) Does the forcemain drain back? 84.50 Pump Tank Elevation (ft) Enter Y or N 92 -Sytstem Head (ft) x 1 3 9.79 Forcemain Drainback (gal) Vertical Lift (ft) 90 53 5x Void Volume (gal) Friction Loss (ft) 100 32 Minimum Dose Volume (gal) In-line Filter Loss (ft) 32 95 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 x x 1 25 2.00 150 x x 3.00 2.00 x 3.00 x Gallons/inch Calculator (optional) Treatment Tank Information 773 76 Total Tank Capacity (gal) 1200 00 Septic Tank Capacity (gal) 48 00 Total Working Liquid Depth (in) Wieser Concrete Manufacturer 16 12 gal/in tenter result in cell 649) Dose Tank Information Effluent Filter Information 800.64 Dose Tank Capacity (gal) Pol Lok Filter Manufacturer 16.1Dose Tank Volume (gallin) PL-525 Filter Model Number Weiser Concrete Manufacturer Project. Daryl & Jessica Cacka 4 bedroom residentail mound Page 2 of 9 Mound Plan and Cross Section Views T 1 r-Bi J Observaion Pips K a;?: 5 A - B W I Q I Mound Component Dimensions D 1119000 It F 0 in G 20550 in 0 ft J 16 01 ft ft L W 131.90 ft 600.00 (ft') Dispersal Cell Area 2588 50 (fe) Basal Area Available 6.00 (gpolft) Linear Loading Rate 10 00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 96 18 (ft) H . f - 94.38 ft Dispersal Cell 94.88 (ft) Lateral Invert Dispersal Cell Q Elevation D{ Q \92.80 (ft) Contour Elevation 14.5 % Site Slope Geotextile Fabric Cover Shading Key a o t Dispersal Cell See lateral details on L _ Topsoil Cap r-v- 0 C 1.5 ft Page 4 for number, size, Subsoil Cap 0.0 { } and spacing of laterals. ASTM C33 Sand F laterals are equally :6 i: ,I E~ Tilled Layer y 0.5 ft u t-ir spaced from the distribution cell's [B] Aggregate o o} crnte line in the A + distribution cell (Axl3). Project Daryl & Jessica Cacka 4 bedroom residentail mound Page 3 of 9 End Connection Lateral Layout Diagram ,.atri w, c~n.r.M OVwi ♦AL Orrntrslori •~TurnuP`•a•all v~iv+pr olNnoutplup ArtlwwNa w~i4anrkN H-X-il F1oi*sdNeOOn qw Dd[dnWeM NewN Force main cc r C(ror• wa (90 of C•IOSL to quriNOld Y Yq OOirit Lal"ai aforcrmryn Scti 40 PVC per S P S Table 384 2;0-C Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 98 67 ft Orifices per Lateral 40 Lateral Spacing (S) 3.00 ft Orifice Density 7.50 ft'/orifice Lateral Flow Rate 16.48 gpm Manifold Length 3 00 ft System Flow Rate 32.95 gpm Manifold Diameter 1.50 In Total Dynamic Head 1727 ft Forcemain Velocity 3.37 ft/sec Dose Tank Information Locking covervdk yarning label and locking device and Mir - sealed water,!ght Cle:cn::a' IS pc' W C 300 and SPS 31(i 300 WAC _ t 4 in. min. Disconnect I ank conr,:onent is properly vented - ' < Alternate cutlet location Forcemain ciarete, Weiser Concrete Manufacturer 2 in. Capacit 773 76 Gallons Volume 1612 gal/inch A Weep hole or anti- Dimension inches Gallons B siphon device A 27J8 447.76 B 2 00 32.24 _ Cl_ Pump off elevation all C 6.22 100.32 t r 85.50 D 12.00 193.44 Total 48 00 773.76 D _ I I I Dose lank elevation ((C} ~J 3" Bedding un7er tank ~JI 84 50 Alarm ManUafacturer ~jE Rhcrnbus Note: Switches Alarm Model Number(SJE PluggerXLL containing mercury may not be used in Pump Manufacturer Zoeller this system Pump Model Number BN 152 Pump Must Deliver 32.95 gpm at 17 27 ft TDH Project Daryl & Jessica Cacka 4 bedroom resldentail mound Page 4 of 9 Mound Svstem Maintenance and Operation Specifications Service Pro9der's Name Jur. Boury eesteg - p Phone (7151 386-9020 POWTS Regulator's Name St Croix Coun Zonin De 't Phone (715)386:46W] System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 118 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1200 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft` Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 years Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once every 3 ears Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 1.5 ears Mound Inspect for ponding and seepage once every 3 years Othe - - - - 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 Dispersal cell aggregate conforms to SPS 384 30 (6)(ii, 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. T he 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 i 6 8" Diameter Lawn 4 - - - Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project. Daryl 8 Jessica Cacka 4 bedroom residentail mound Page 5 of 9 Mound System Management Plan Pursuant to SPS 383.54. Wis. Adm. Code General This system shall Lw operated in accordance with SPS 382-84 Wis Adm Code, and srall maintained m accordance with its component manuals [SBD-1089:-P (N.oV01, H l i:12). SSWMP Publication 9 6 iOl~81;, and Pressure Ustvbuhon Component Manual Ver. 20 SBD-10706-p ,N. 01)01. R. 1Oil 211 and octal or state rules pertaining to system maintenance and maintenance reporting No one shown ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 383.33. Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers shou'd (reinspected for water tightness and soundness. Access openings used for service and assessment shall be sealed waoilight upon the completion of service. Any opening deemed unsound. defective, or subject to failure must be rcp:aced Exposed access openings greater than 8-inches in diameter shall be secured by an efferl,ve !nuking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an ind,wdual certified to service septic tanks under s. 281.48. Slats. The contents of the septic tank shall be disposed of in accordarce with 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 lp ensure proper operation. The filter carl should not be removed unless provisions are made to retain solids in the lank that may slough off the filler when removed from its enclosure If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Inter mitten) filter alarms may indicate surge flows or an impending continuous alarm The septic tank shall have its contents removed when the volume of sludge and sum in the tank exceeds V3 the liquid volume of the tank. If the contents of the tank are not removed at the time or a triennial assessment, maintenance personnel shall advise the owner of when tae next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tanx 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 Depadment of Commerce . Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years All switches. alarms, and pumps shall be tested to verify proper operation. If an effluent filler is installed within the tank it shall be. inspected and servroad as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter. and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from host 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 in the winter will prornote 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:f BUD,. 150 mgil- TSS. and 30 mgrL FOG for septic tank effluent or 30 mg11_ ROD.,, 30 mg1L TSS, 10 my: L TO(;, and 104 00 00 mL for highly treated effluent Influent flow may not exceed maximum design flow specified in the permit [or this installation. The pressure drstobuticn system is provided with a flushing point at the end of each lateral. and it is recommended that each lateral be flushed of accwmutatea solids at !east 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 it orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent podding. Podding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the lank or componenl shall be repaired or reptac:ed 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 immediately repaired of replaced with a component of the same or egr.al performance. If the mound component fails to accenl wastewater or begins to discharge wastewater to the ground surface. it will be repaired or replaced in nti present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related pacing, 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 POWTS regulator and service provider. Pretreatment Units The information and schedule of rnananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project: Page 6 of 9 YID PUMP PERFORMANCE CURVE MODEL 15111527153 TOTAL DYNAMIC HEAD/FLOW x PER MINUTE EFFLUENT AND DEWATERING MODEL 151 152 153 'a ° - ri N4s ca _ ;nom 'G r3u toys f res. •mc so es w 161 1G 30 T45 174 _ 61 231 _ TJ 1Cg e 6 { b - 16 Ib 36 fro _ 63 pt 61 i 231 v / •i7 661 29 11G N 1W 52 197 76 _f8 a x 129 • . -42 7. 6.11 f5 30 91 _ 13 07 w Ob 33 111 i >6 1C 2 - _ - 22 86 19 iD 121 Ai i _ 3cnal NUaP 30tave 36rtltiaw Nlriiia) 6 ouwen 1 :0 Y A w 4 50 7V 40 90 IM i.Ya6L1 T T_ _ 'f'~' V 41 6C i.~ :M YO ?0` 3D V'n. :IW N.``H rF1i h.Arr1, Model 151 Models 1521153 3x.95 pn n:n;~.. 5•t"wy iaG~ ~c~d. CONSULT FACTORY FOR SPECIAL APPLICATIONS • Tined dc6ing Pars enaieble. - • Electried alkxnators. for duplex systmis, we available and applied woe en Aam. c~ I \ a:rrR • Vat" Will crorad wtchas are available forca1tro11 ) /1 angle Dhow systems. • Dolble piggyback variatite level float mfthes are available - ' favaiable level long and shat qde cent* • Sealed OaMcAox available for outdoes in6taltatrorcs See FM1420. r 1_, ` 1 • Over 130•F. (546C.) special quotedon required. 15111521153 Series -21e j L 151NSa1S,t NODELS- Coined - aeon vasvs~ Amps 7•v SWillica_- i t T ~ 1+ ~ 1 FWI - _ 1 3 ;te ~NIS' 1 Nm 60 1 _ 2a3 1 Am ONt;t 11< 1 60 "'m 11r)a4e4 2. 3 1_ I + _ 1151 230_1 3.2 Ia3 a - L Aide 3.2 Ft[t51 2S' Irtati6N N'S2 _ 115 I Nm as- 115 , ` nNil1; 1 794! bgrnpl4 _ 2a3 tlw ~ Z!0 1 - Nan 41 1 2a2 BC152 23D I- Aob 63 • Ird14eC 1ar3 NI53 15 Nm 10.5 t~ 2n3 W11y 115 I M1b 70.5 Irc3uded _2v3 63 Eta' + N0" _ _ 2tr3 SfifCTION GUIDE _BEts3 3G 7 Aly 53 IrW9aE 2a3 S"le 19grt lr* v *L* ens float wfch a dout*' Ive7ytrfck ratxy~s• luvet Acct cAU710M ] ft. ILrla to FMO477, All nsWl,rla.a Y, conVOlu, aaaia9oe O6hur, an3 crnn3 aholnd fk Mr! n n qua•tIW S% l!_m-W0e 1.nl, All AectrieAl ono peed, ~.fte,,i ld be Inn.et;newilt'IS ft 11'a6t 2 SWB M0712ftNWa0G MOde7d EkCtit lAForeta Flak. ranrfNmond Elamc CCde rYFl: eR: the Oacopabmal Salary and HOxlh AgfOSHA7 ? V•aM13Ix0 eYdlWdro 9w4rh 14e22S IIGed as2t/111aWaWYidR, Rf6[6y dlplext3) cr (4) Poor sviftini RESERVE POWERED DESIGN For unusual conditions a reserve Selety facbr is engineered irlb the design of every Zoeller pump "t m £o boa ISNt---- - - - - LoadM^,1(Y4m.SQi47 rro+nif+cfaasd.. ~O ~ / s7wro~ 36rYC40VI-f rt unsMt. kv lm 7 7 ef 1 Pmrs San aw, raw. 1.aoea9rta» P lO. ~3mi//827dt.l fap147a VIfl4F / 4•c°"i• rlrr5oztns.»1< 41 Copyright 2004 Zoeller Co. AN rights reserved. - - 1~9, 7oc9 ~ ~ o rf cr/Q /UGGcn Co ca~//'op. Sto.Ke Sc® ~I V Lof °Yffnr ~o{ z? n P/&u O 5e z?T 31. 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VMS r+'ss , •:_sri-,.._,'.: 7 C] rt Ca e) Q NA , A' iaasf cnna s+tary: a: (6~ I~vnr r p~ r pump wntra,s & alxrn G N:dp`N.fsi Q NA l cr e» 07"d prasEUra Est At. least ores erary: a ~r a •i'cnd4~Si to VA. 4, ism or= every: G .23?It} M NA "T iv i'?Sfdk' E d9STA>4aG'1i3Rk9 one of ft idilth.9rhe (r'transa'; or oartl~loaLl0ns: ;7_r5atmns of W- 0 and disgwr$m cca sdsil oo 7;. by zn on 1nc.'ifSC,t~ axrry E • T2Ak d't3srnA GPI.. lctsr Piu~},ar: S6estsr. ?1"smiar Rartrriar" Garver; P'Citd i 5 ins7eatrn: F06G'TS 1n;p9a tns ;rust include s uts l mspsrian ni c~E •:zr;?i;sS to 2,9ert:ify a,,1r rising cr Fsdksn ht4:vmG, idan:i~/ Ersf :racks Zr Isaks, t'm v~hlr;s Qf eomOrrod siudpe a^d scu-, and to check for any beak up or wmTC V of o' , t an :Pte greu" s~V~ dieperml, ye(lls) shs; he v;sn;:ihv ir~acCad x check ttc e°fluem (evats to t{;a elrsetvadan Y9 xN4¢k -;or W P e ~warc ca ..o grdurld sur;aCe. Tr* Eonc"nQ ON-Em' an the grgund s•,hfacs may inrdicex s saRA;j eendtt:an and MINI s the ~-::madieEa rolAga on of :tie iacel qd=-.74 =ho.7ty V.h=.) the Combined sccltratet an of SJUAp end sn4q7) 1,1 eny tank equala arla•thkd M.) or mm of $f;s tar* vo:,=D, -to anYr2 r~. lints of Goa Lznk Sheri fit -nved by a Ss'ptasa 2a?-W I:'!n Operet:r ar;d diepoeed a to acaords!?ee vim chapt6r MR 112, crsccnsn AdminlAtm6%la Code. a .li U'E19i sendeae, illeiddi(it! ttUi r10t IIT)tBEi 2Q earVieing of s uer.i't :.In tus, maclv!!(C& or Et-B?fiIi=6'. 3831~v Fer" ~n a, and any sarvtcica et intA;valz a; 912 rro:ttks, shalt be pertor nz4 by a o t1ftad r G4178.M. r wiser, ^I'•~ i .n+i:f','s. , :tR_`:❑ en'tr;i; idn. rf ffM OW FUR SV?".:.