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HomeMy WebLinkAbout020-1481-09-011 Wisconsin Department or Commerce PRIVATE SEWAGE SYSTEM County St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permd No (ATTACH TO PERMIT) 582078 GENERAL INFORMATION Slate Plan ID No 2647885 Personal mfmmaaon you provide may be used for secondary purposes IPnvaey Law, s. 15.04 ('~)fm), Pennd Holders Name: City Vdlape Tranship Pmcel Tax No'. J. Michael Homes Inc. TOWN OF HUDSON 020-1481-09-011 CSI UM Elev: Insp. RM Flev BM Dnsrnprmn sectiontToan:Rangamap No'. 1 160 (3n'l I GS 07.29.19.3062 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV 5 C).4 ~A 9 0 Septic L'S,t.l~ T t f ZOO Benchmark , 9 1, ic'tL~ Dosing „ / - AIL BM Co .b 7. 80.' i 11'1- v .6 Aeration 1 a t_ 5Z~5 Bldg. Sever 13,47 C16P 13 Holding ` je-•l-__ Su)II Inlet ' 3-7Z TANK SETBACK INFORMATION SV) II Outlet ~ TANK TO 50 P/L WFt L BLDG, vent till Air Intake ROAD or Intel ` Septic 'J j z S' DI Bottom n ~p ,r•..... 17- 72-3 Dosing Header/Man 53 !z 5 ZI 775 /6/ 6 Aeration _ Dist Pipe 7' 75 /d / - L Holding Bol. System g 36/d/ O ,,~~,,~~..ss PUMP/SIPHON INFORMATION Final Grade to. 7 4f2. (e Manufacture) / Demand St Cover e 0 2 GPM •0 /6'5-3(o Model Number , ` 4. - TDII IL14 rZv l Frictio L s`~ Syslem Head TD)I t 1 Forcemaln Lengt Dia 19 Dist. to M'ell SOIL ABSORPTION SYSTEM BEVIRENCN Width Length No Of 7penche PIT DIIVI(_NSIONS No Of Pits Inside "WI Liquid Depth DIMENSIONS Z SETBACK SYSTEM TO PIL I BLDG WELL LAKEISTREAM LEACHING Manuracluer INFORMATION CHAMBER OR Iy 'ystem UNIT Model Number: OJ.n. Z7 6.7 \ DISTRIBUTI N SYSTEM Headed endold r ( Dnimbution x Hole Sve~ x Hob Spacing / Ve~llfo Art Inlake~ Lengm •~DU~ Lmigln •W pia 4,7W I 'TS _ 1 SOIL COVER If Pressure Systems Only Irk Mound Or At-Grade Systems Only Drpln Over Deem Over ~n Dept" of I xx SeodeNSodded x Ichedyes Bed,Trench Center r Bed.•I reach Ldges ` Topsoil •I Yes No - l - No y v COMMENTS: (Include code discrepencies. persons present. etc.) Inspection sY )1 , Inspection #`2 Location: 1059 AUTUMN OqK 4N le /J Y®✓- 1.1 All BM Description = T J~• _T lr\ 2.) Bldg sewer length S t~ - amount of cover = / o f I I,[ j I / Y ~y ~I 175 Plan revision Required? Yes Xn Use other side for additional informal - _l I _ Date Insepctor's Sg ure Cent No SUU-6710 (R.9197) unh ty and Buildings Divc:,on C roiy R12QF.1VPV) Ir. O~ ,1 '~~♦Y g10^IA'v-' .V. Box. 162 hn e-I'-._, ~..u:L.r qtr, o" i I ! 5~Z07~ COMMUNITYp 4€ E~CrnutApplicaU(~n IS 1 In:w:orlon... dh \I'\ IS, .I C,. i\1, .Wn.4 111, .u6..,i Le..41lm, t,.m Ih<appi priri .0,1 m Imo: lO 1 L C• J nrgmor 11.5 I I I+ m1 \.,4 yldi I nn...r In um.. I IUN1S U" Ih: 1 Aid.. I Ilfa.nlh un mho •addf,-I II, II pmn It III S110 r. _ :It I v.: I In 11It 11,111 h'n I.. ••.l<n, v h mad tI .f r. L'Ia 1 nlacord , t.ah0 1.,.. 1_I14,! rn s 1 I b„l Atilunm 0A Ln _ 1. Appllaatinn Information Please Print All Infurmnnu i - - Po I. r 1)wa A f. I r a vtctld\B\I J• ~Cw +C/ tTow.~ '-)-'f~C...____-_ _ I 0>It Util-09A)II I't I rl fk.n. IuLua. Wdr<.. ~Inq..,1. I.,omon 01. 1) 19A W:non 1.11 . I ludsou, A'vl 541111, ! l v 1: 17 L,:r it, IyI Ie 1xluf'Building khul11» t I"IIIII-I, to Isl"•.L II --=-Suha,i},.'r`• Gr,r~ 11w~e1J- / I, C~ i'uhh, C••nuna: Ld D.:.ally 11. C.~ 1 I lQ Cm It ♦•.I A.n,b.r A dl.w, •t 4414 ll.. o.-l IJ..cni,:l ~ 111+.11 ~•I I had 5011 ral::Inla on, 1,-,x m, line 1 (urnplate hna B al apph,abl,) 1\ II Tc cofPenut ((h \ ~\;u ,.m li 7. ..:::..:I dam I :1..dm: •11, h.... :.u J. n,phl,. m.lp Unl. rhh rlliti-I 111 I. ♦un Loci Addwml A I I hh~ ,:1111111 ,111 I,. coxu I ¢"1111 \undur,ml Dal, I..oad I'n.nol 5 n:eai I'cm111 4a rv•m I ' hv,p: •.'.i I'Innilu; I I P's nn ;,..,10<7 1.. \;u }telhrcl ♦ nau.,n u.. ua n I V. T; pe of Pli I'S Saatemif nmpmnum.100 ia': IC he,k all that apph l _ _ ,A.n,-1,:-~.m. Int7tiow Ir: ..uli..dl :I 11-kr.I- XVl..n I .•I o,:.da: ..•I Ahnu,.l 24w •d.mo..W"A If,-dn I.u,{. IqL:- Ihy .,.dl,c.q. \ Drip. r. d)Ila tt ant :1511 lnl,rm.umm ilo I ? cillu,nl fllic I uullcl 11 - .n 1 6 I d. (,..rcn ♦ I I'd.1 I U,•.p.o b; , k. 1 m.d. ! U., 1.., ...1 I ry,,...J yi ♦ .1.11, ! U. I -7 r ('00 Glxl 1 11 Gpd AS I'Iy1-( • mould OIHI00 sq If t,aa ou yq. Fl loo h n lli' afwcc Il 1 GO rrtlnc wd run (contour \r 1. Tank Inf" Cdl ih m LI I M I.n.a.i. HO er ' l .II .u. 11 II m I nu.. ' it-I RCUII~I'clc r -.o 1 V 1 ,11 l "Inhlnation S PC \ II Rea ollflbilill Statclllant- I. thr, u I i neJ, a m I rc.pnn ,Ailm, I... iu l dkrtm" nllh 110M 1II, wn m the alt a h'A plan,. 1 loud r' \ m Pn:np I'I : '.if' VI T', \umh. IN..ua Plum, \'au,h.r Ion Boulnacslci _ L'V/1~'~~ \1f R♦ 12704 _ 171 i)186-9u211 I umhu A Id1. ,1b l -.I A• 1. 5p I_. Id i In?II IIvv, l? Hurf9ou. AV`f ~Il i'u _ - _\11 mint, llkp ttinem lOnla - - - - - l.t al~ I "w" it \ ;mat.: sv~ orlt~ ~ 1\. Cnndi un y. .R1}1R, aT110lr YAW ; 1 1 n1s al n IA 5 6~ dmpi ,.a cell must all IsPrlrc m Z Zq ' ~btK-~ ill 41111 n `3 ~ndf-.~-rc1.7 a per meragernsrH plan pro "den by Vlumber. V,,,) 4. All aatAacb ro*wemw f7 mint be "hint; lMd w per apF t J* coda I ::rdinartea w..h m1111."11 Ilan I.nm rru.nu I v,huW a. the I 1.l. n, papc, nutL AvnA arr. a l hu h" 11 It 1, III )'~91'llC /ll r- :-7 Gb" c•`~nr'y C'v I~+t. d5cn off.'. II (iC'✓'j' :"r 5t~. 7.- LZ4 'n t ipll r S i a~Lt I w u ~F, Y , I _ ri e --'.:~T. r-:f.ci-4. wt't~. ~p .ne.w ilia ~CS:i•„r r..t ~r srKa r IU 4 17 C Y ..r•.1 i ~ 11~ .1. Cu-:aT v`. I(~`~I gya4l1 1 ".A S III P...G. ou: ~C:nq _I ~ I vtvr y ~rcpoale' A~j H!' S P5 3~.3ojtkL 4 ~Ui`[f.M l I--! C. ~aggtE I I _ l~/1C-i.. fl'~.;t'%`:; tYa S! ei:v000'<.~C✓'< ll l l 1 I l I I 1 1 I~ Rio Microbics Residential Mound POWTS Index & Title Sheet Project Name: By14 Bedroom Residential Mound Owners Name: Wendy Byl Owners address: 919A "'axon Lane, I Judson W1 54016 Site address: 1059AutomOak In., Hudson, W154016 Project Location: Subdivision: Lot 11, Plat of Wispering Oaks, phase 11 Legal Inscription: NEy4 SW u4. Sec. 07, 1?9N., R.19W.. Town of Hudson, St. Croix Co., wl. Parcel 11) 4: 020-1481-09-011 Pace I Index and I ille Sheet Page 2 State Approved Mound Design Page;i Filter Specifications Page4 Septic,Pump'IankCross Sect ion Page 5 Septic Tank Maintenance Agreement Page 6 Parcel map Page 7 Warranty Deed Mater Plumber Restricted Service: Jim Boumcester, DSPS Credential 9222904 Signulurc: Dale: v Pale I ol'7 Ihsiro puuuant to In-GrwutdsoilAhovpiinu(,~niyonrnl Aiamiel for IT)At -I ti_ ~s~iun?U SItIHII!l)i P IN W illI v~}'"rtrirtj,:, DIVISION OF INDUSTRY SERVICES 1054+ N RANCH RD HAYWARD WI 54843-6462 Vf I D fl SP Ccnlacl Throcgh Relay S hup. Udsps wi govlprogramsrirdustry-services wvvw wisconsin gov - Scott Walker, Governor Dave Ross, Secretary Februan Oi. 21116 C I'S I- ID No. 2222904 A!-G6: PoWn Lavpector ',!C JANI iS W BOUNIFESIER ZONING; OFFICE LIOUNILLSTFR & SONS FXCAV'A IINC, INC S I CROIX ('01INTY SPIA 1070 STATE ROAD :5 N 1101 CIRMICIIALL RD IILDSON N'I 54016 HUDSON WI ;4016-7708 CONDI'ITONAL APPROVAL PLAN APPROVAL EXPIRES: 02:05:2018 Idcntilication \umbers Transaction ID No. 261'885 SITE: Site ID No. 820123 %cruh, Bv1 Please refer to both identification numbers, 104) Autumn Oak Ln above, in all correspondence with the a, enc . loran oflfudson Sl Croi\ County NE 1 •1, SW 14, S7. 129N, R I9 \V Lul: 1 I, FOR: Description. Mound, 4 bedroom residence Object IVpe POW TS Component Manual Regulated Object ID No.: 1 ]804" Maintenance required: 6011 GPD I low rate. 28 in Soil minimum depth to linoiw, factor Irum uri_inal grade, Ss stenosP. Mound Component !v1anual - Ver. 2.0, SBD -1(1691 -P (N,O 1.'01. R. 10 12). Pressure Distribution Component Manual Ver. 2.0, SBD-10?06-P(N.01r01, R 10!1'), SS\YMP Pub, 9.6; Aerobic Imminent I, on, Effluent Filter I he submittal described above has been reviewed liar conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDIITONALLY APPROVED. -this system is to be constructed and located in accordance with the enclosed approved plans and with mtv component manual(s) referenced above_ the owner, as delined in chapter 101 0100). 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. 14i 06. stars. Fhe Inflowin, conditions shall be met during construction or installation and prior to occupancy or usc. Key Item(s) • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition. the owner must insure that the operation. maintenance and monitoring duties as described in section VIII of the mound component manual are complied with - A copy of this infixmation must be given to the owner upon completion of the project. • The bottom of the distribution cell shall be level per the Mound Component Manual. The "D" dimension shall be a minimum of 8". the maximum finished slope of the mound surface shall be equal to or less than S.- I per the Mound Component Manual. • The revised soil test additional boring(;) on which this approval is based shall be recorded with the origmal soil test I%%It S w nnl:%IF Is I Fft Paec>_ 7rinul6 Reminder • lie orientation of the mound s) stem must be such that the longest dimension is oriented alone the surface contour per SPS 383.44(64a)2- • Limit actrvilies in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainauc shall be diverted away from the system area per Mound Component Manual. • Materials shall conlixm to the requirements of SPS 384. • Maintain well and waterline set backs per SPS 383.43(8)(i). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. A copy of the approved plans, specifications and this letter shall be on-site during constriction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction: installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise rmakimg them necessary for code compliance. As per state stats 101.12(.2), nothing in this review shall relieve the designer of the responsibility for designing a sale building, structure, or component. Inquiries conceming this correspondence nmy be made to me at the telephone number listed below, or at the address on this letterhead. 'Iie above left addressee shall provide a copy of this letter and the POINTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, I ee Required S 250.00 This Amount Will Be Invoiced. 11'hcn You Receive l hat Invoice, Please Include it Copy With Your Patricia L Shandorl Payment Submittal. PO\1' I'S Plan Reviewer . Division of Industry Services WiSMART code: 7633 (7 15163,4-7910. Part': (71 S) 63-1-5150 _ iM - F 800 a.rn - 4:45 p.m. pat.shandorf~i'wisconsin,gov cc James K Thompson . Ace Soil & Site Fvalualiuns bdwin A I a\ ]or, Waslcwttlcr Specialist. r? 1 5 i 634-3484 , Mondac - Friday 8:00 am fo 4:30 pm JAMLSN 1-1:11W-E T'LK I'z~•r. ?,1Cic Reminder • The orientation of the mound system must be such that the lowest dimension is oriented aion_ the surface contour per SPS 383.44(6)(1J_. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted awa) from the system area per Mound Component Manual. • Materials shall conform to the requirements of SPS 384. • Maintain well and waterline set backs per SPS 381.43(80j. Consult the Department of Natural Resources for well setbacks and other re_•ulations and exceptions. A copy of the approved plans. specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shali be obtained prior to commencement of construction `Installation ~ operation. In granting this approval the Division of Indusm Services reserves the right to require chances or additions should conditions arise making them necessarv for code compliance- As per state stats 101.112). nothing in [his review shall relieve the designer of the resnonsibilio for de.si2ning a safe building. structure, or component. Inquiries concernung this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWI S management plan to the owner and am others who are responsible for the inswliw.ion, operation or maintenance of the POWTS. Sincerely~., Fee Required S 2?0.00 __2: This Amount Will Be Invoiced When You Receive 1'ha; Invoice. Please Include a Copy N'ith Your Patricia L Shandorf Payment Submittal, POWYS plan Reviewer . Division of Indusm Services N:SMART code: ?633 I i) 634-?810, Fax: (7I5) 634-150 . M - F 8:00 a.m. - 4:45 p.m. pat. Shand orfi 4 wiscons in. eov cc James K Thompson , Ace Soil K Site Fvah:ation> Edwin A Taylor, Wastewater Specialist- i' i; 1 6>~-3'484 , MondaN - Frida.\ 8:00 arr. ; o 4.30 pm MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Appiicattan INDEX AND TITLE PAGE Project Name. Wendy By[ 4 bedroom residential mound Owner's Name, Wendy Byl Owner's Address ell ) Site Address 1059 Autumn Oak Lane Hudson. WI 54216 , S Legal Description NE114SW114. Sec 07, T 29N.. R.19W. Tnwnship: Hudson -1 30 Ccunty St. Croy _ 1lSS 1 t 1 Subdivision Name, Whispering Oaks ~ l Lot Number: 11 Block Number: Na - Parcel', D Number 020-1481-09-011 Plan Transaction .No.. Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Site Pian Page 9 Concave Siope Deflection CaICL.la'.IOnS Page 10 Attached Soil Evaluation Report by Bird Designer jim Boumeester License Number 222904 Date: 12!08;15 Phone Nurnocr (715) 386-920 Signature: Des ,-ed Pursuar:tct^c M(;und Component Manual for PCWTS'Verston 2 0 SBD 1659'-P 1 * N !:1+J' R 1';121, ano ootn SSWPo'P Publication 9-6 Des g^ of Pressure D stab uon %chvo ks fo- ST-SAS 01;91, anc' :'ressure Distnounon Co•rpenert Manual Ver 2 U 63D-10706-P rN C1!01 R ^0;121 Version 7 0 (R- 11112; Page 1 of 10 Mound and Pressure Distribution Component Design ^esign Worksheel Site information fR or C) R Residential or Convoeicial Design rNote Sand fit ID) caoaa;ons assume a Estimated Wastewater Flow (gpd) Tobte 38344.3 irvsit~ scd Treatment log 1.50 Peaking Factor (e.g. 1,5 = 150%) tecat coelcrm of =-35 inrnes - 600.00 Design Flow (gpd) 1-- Site Slope 100.00 Contour Line Elevation (fl) 26.00 Depth to Limiting Facto, (in) 0.401 In-situ Soil Applica'ion Ra!e (g d+'ft i Distribution Cell Information 92.00 Dispersal Cell Length Along Contour (fl) - ? 00 Celt Wi.^.Ilt ; j 0.93! Dispersal Cell Design -oading Rate (gpd..ft') Influent Wastewater Quality (1 or 2) Are the :aterals the highest ;:owl in the distribution Y Pressure Disribution Information network? Enter Y or N U or L) C Center or End Mant`old 2.33 Lateral Spacing (ft) If N above. enter the elevation (ft) 6 Number of Laterals of the highest point 0.125 Orifice Diameter (in) 2.33 Estimated Orifice Spacing (ft) = 56 5 ft`/orifice 2.00 Forcemam Diameter (in) 30.00 Fnreerrlaln Length (fl) Does the forcemain drain back? Y .94.00 Pump Tank Elevation (ft) Enter Y or N 6 50 System head (ft) x 1 3 P4696~ .89 Forcemain Drainback (gat) 6.50 Vertical Lift (ft) .64: 5x Void Volume (gal) 1,33 Friction Loss (ft) .53 Minimum Dose Vol.rme (ga j 0.00 In-line Filter Loss (ft) System Demand (gpm) 14.33 Total Dynarnic Heal.. (ft) Lateral Diameter Selection Manifold Diameter Selection in dia. options aloice In options choice - 0.75 125 1.00 - x 1.50 x 1.25 x x 2 00 x x 1.50 x t 3.00 - 2.00 x 3.00 x Gallonslinch Calculator (optional) Treatment Tank Information j LL 750 36 Total Tank Capacity (ga') 1250.00 Septic Tank Capacity (gal) 37.00 Total Working Liquic Depth ini Wieser Concrete Manufacturer 20 28 galim (enter result in cell B49) Dose Tank Information Effluent Filter Information 750 36 Dose Tank Capacity (gal) ;PoiyLok Filter Manufacturer 20 28 Dose Tank Volume (galim) PL 525 Filter Model Nur-ibe Weiser Concrete _jManufacrurer Project Wendy Byl 4 bedroom residential mound Page 2 of ~0 Mound Plan and Cross Section Views 1i10B F •Ooscr-,a!ion Pipe Q u A W B l~ - - L Mound Component Dimensions A 7,00 0 E 23 44 in Ft 1.001h K 9 49 h B 92,00 ft F 1.2511) I 18 60 fl L 110 99 ft D 10 00 in G 0 50 h J 4.27 ft W 29.87 It 644.00 (ft') Dispersal Cell Area 2355.29 (h') Basal Area Available 6 52 (gpd/ft) Linear Loading Rate j 9 201 (fl) 1;10 B Ohs Pipe P acerre'il Mound Cross Section View Aggregate Dispersal Al Finished Grade 102 60 (h) s T ~~~yy • H 00,83 (h)-►• F D»ei a Cei 101 33 (tl) Lateta Invert Dspersal Cell Elevation E p 1 100 00 (tt) Contour Elev.an,n 16 0 °b Site Slope v __r GeolxFabnr Covv Shading Key 2- Dispersal Cell See latera. cetz s on Topsoil Cap o Page 4 for numbe-, ze, 0 I Subsoil Cap o and soar ng cf letera,s ASTM C33 Sand 6 ` Laleras are equallp d] ~ c Tilled Layer y I 0 5 P I L l Ito', spaced from the c © L: Aggregate e o l - L~l st enit_c' 'le !he ,..rn ~ the - cismcucCh Cell f:uB', F;ofect Wendy Byl 4 hedr'com restoenlial mcard ~agc 3 of 10 Center Connection Lateral Layout Diagram Fo'cr mz.A Conn. cuon vua# or uo;i cG n.armpW at :r.y ppad a:NZl: aii,OZn+rco T 5 lurn .4, vd0a11 velva or tX-+ .,--j L<ftt6jS forceriwi) zh 40 P:'( clesn wtplut~ ! 4P., I:o• Talk 364 _US Hpl.> lbllzo CJn lhi hullort'. W Gv ~alv, el I Vl.rneer of Laterals 6 Crilice D.ameter 0.125 ul _ateral Diameter 125 in Orifice Spacing (X) 2.45 ft Lateral Length (P) 45 33 ft Orifices per Lateral 19 Lateral Spacing (S) 2-33 ft Orifice Density 5.65 ft ;orifice Lateral Flow Rate 7.83 gprn Manifold Length 4 671h System Flow Rate 46.96 gprn Manifold Diameter 2 in Iota. Dynamic Head - 14.33 ft For; errtaln Velocity 4 80 htsec Dose Tank Information rg Curer v;lr ,,..=.r•, r.. 12b11 304 I;,~, F.'1Fv rz; a~r1 SIaC'd 'Ka1Brh.]II Hr oat rti pt NEC 300 aoL Ci :nt'.prl Ta9k UII(%tneni IS p10pe; IY V201eJ M1.I'err a'e r.l'. eI y G.°.dtlit "I Weiser Concrete Manufacturer 2 n CapaG;y 750.36 Gallons r V01 )me , 20.28 gaOnch A Weev 10:e t*l 819i- Dunension Inches Gallons B d spronae;lr:e A 20.49 415.47 TCTTTT B 2.00 40.56 09 a P aaor I II i 4 51 91.53 D 94 83 C 10 00' _ 202.80 D Total 37-031 150.36 lose tank eleva4on ,Jq J 3" Bedding un er tank 4 00 Alarm Manuafaclurer SJE Rhcm us J Note. Switches Alarm Model Number SJE 1W-1 421 J containing mercury Ir, i nr~l b~ i sed n PUrnp Manufacturer 7_nel e h ~y.,ta n Pump Model Number FB- 152 1 Pump Must Deliver 46 96 gpm at 14,33 ft TDH proeci: Wendy By[ 4 bedroom res:dec::ai mrn:nc Page 4 of -0 Mound System Maintenance and Operation Specifications ..e[,,ce frame -im Bourneeste 115)986-9020. P01:' S Regu atr is vnnx St Croix County Zon na Dc *t Prone 1715; 38 1`680'. §xstem Flow and Load Parameters Design Flora -Peak 600 gl c: Maxcnum In` cent Parlicle Site 1!8 eT E,,! IT ated ; low - Average 400 gpd Max 1 0CD5 220 mgiL Se;:uc Tank Capacity 1250 gal Maximum TSS 150 1mg~L Sc I Ai,soiption Component Size 644 ft' Maximum FOG 30 m 91 Type of Wastewater Domestic MaxinIU it FDCal Colif rm 0174 rfi.107 riL Service Fre uency °;cpnt: and Pump lank llspecf andtor service Ghee e";eery 3 years Ffflaent Filter Shouid inspect and clean at least once every 3 ears Pump and Controls Test once every 3 years Alarm Should zest monthly Pressarr System Laterals should br hushed and pressure tested every 1.5 years ound nspect trr pc ding Inc seepage uace e, e y ;ears Miscellaneous Construction and Materials Standards 1 Oriserratron pipes are slotted and materials cc-)form ~o'able SPS 384 30-1 have a wale,„q_ IC -.ij ana we secured in as shown in the mound remponent manual 2 Dispersal cell aggregate conforms,o SIPS 384 30 (6)(0, Wis Adm. Code. 3 All gravity and pressure piping materials conform to the requirements in SPS 384. Wis Adrn Cede 4 Tillago of the basal area is accompl;sned wdh a moist board or chisel plow. The around Stracture and other dis1wbrIc areas wi'1 be seeded a'1:1 11llc-led ?o I re rants i and ne'p reduce frost penehahon Lateral Turn-up Detail Fnishec . 6-8' Diameter Lavin F - - Threaded `Isamu; Spunkier Valve Box Pug of BaO Valve I Dislr-b-tion Lateral ---i I I - - - - , cis 45 Degre- Bends Sar-ie F)i:i IT* E'! ati t ::Ir•al Prc,ect 'vb'ency Byl 4 .^.edroorn iesidertia' mrn.n'.j P",- 5 0( 1 C Mound System Management Plan Pursuant to SPS 383.54, )l Al. Code General :n , Syclerll shad hie operated in a,:cordance wish Spy 34b`-84 ViS Adm Code. anal shad ma rill ncT t ac: arear' c ::cn as ln-ponert na nfas ISfiC 1,.59' P :V At; p1, ri. 1 I I1 ,l SSVl Publcafion 9 ^ ii'l'81I. and uressu'e Dls:noutl°n l:or~porent Manual '.Per I ol, 16 P ,'r pLpl R 10.'1 :)J A r 0 colfI or slate frlrs pedal lr. rig i system Ina "I ill nee and nip r I i ante Irji t rg , one srlosld @tie enter a septic or pump ark Since dallger„w gases may De pesent that Could .arse death l c and pump tank abandonment shall be r• accofdance m Ih SPS 383 33 'dills Ad h :de v:hen llc 1,-,,s are no longer .,Sec as P, . v f S comporenls Sill or pump lank manhole 'ell access risers and covers Si be wspecled for 'vretet tlgriress aIN suufldnes , Access Ora lmgs ,,l !or sell,rCe and asselillerll snail be Sealed vaterlight spell the completion' o' service Any ope•1 rg deemed :rnscinu yefeclfve. a' 1U ,11.,t to IaiWfC ni be replaced. Exposed access openings gill tear inches lit clamelef shall pe scti,1'ed by all elfep: ve Iucx,ng ..e, :o preverl accidental of urad:'lorzed evby pl, a''ark of cc:'nporeirl Sentlc Tank re septic lank shall Ce marlained by ar i 1, „w, .elf! tied :u senile saprc hanks under s :81 4e• Stn's 'he center.ls 011 septic l I sril be cisposed of in accordance with 1 113 O.s; Al Code. -he operating condition of the felt :ark and a.ltlet (Me' snail re _~.,a>ed at least once every 3 years by lnspill 7 ne eu"e: hill shall be cleaned as necessil to ensure prope, opera;,crl The toter cadedge should nor be remoaee uniess pro L,, ale made to relafn Solids rn the tark that :may sough off the filler '.%pi removed holy is enclosure I' :tie filer is equipped wltn a•1 alarn 11 filter shall tie serviced 'f The alaml is a(Tlr'vated conNlaDd5ly' Intern Ii f Ilex a alms may well surge ' o'.vs or or Impendnng Corhnue,~, darn -he septic :ank steal rave its c'ini ren`c .d vher the :vlu'ne it nudge and Scim r the tans exdeeds I Q the uqutd volume r •r-e lint 11 ale portents of .ne lank all not Terri a!'1e:line e' a Ifl is as,eSSlr(l maintenance personnel shall advise the will :nA•r tie root lial a needs to be txYformed t0'oal9tam loss :nap rnaxirnurn Si and Sill accumola: On n ::le lank Tie adddion of bro'oglral or chemical aomlrves to ehnaree septic lank performance. Is generally nor requred tioweve• if such ::•s.:..,ar- ale used Ihey shall be approved for septic :ank use by the Depannu l -Of Commerce. Purnp Tank 1 rr rimp idos,nl tank snail be mspei al leas' once e,,l I yews All sr:Itcaes. alarms anu ; i• l=. ,„ell t- -.T-] .,-i I. Lt' ' an Will liter s Installed V, thin the .line : sod ,e inspected And sw,. wrl as necessa', .I - Mound and Pressure lelributign System m,. eels or shrubs should be planted on the mound Fli may' be rnadu around the mcurd s c :-o- "1 r • rs ay r,r ~Ll re . c'd and mulched as necessary' to p'evenl erosion and to pro'v:de sane protection from frost penetral Gl'h ia'he lotnc' p'a-r c,: --9alat,ve fnainlendnee'r on the mound is not feoommende9 s:roc, sou compact on may hinder All rIf the mht'atwe su"ace isdhn rl.oun(3 and snow compacnnn fn the .vinter vil proriute host peril on cold V ealnel inSla1atlons D:.clober februarp d,ola:e :gat Irr n-e.rlit the neaviiy mulch l as d'olecllor nom f,cuirg 1'llluent quality' into the mourcl system way ncl exceed ?i,J mg_ SOD, ' SC mga- T>S, and 30 ni L rOG for septic tanx ellllil l of ng 1 130D. X mgt. 7SS. t. mg !L FO,^;, and M' c xIM m_ lot h ghly treated effluent Inflow lbw may' not exceed nlairminr des qi =-pil in the permit for :n s inplallalion. :lie pressure disi IDUbon syslem is proamed with a flushing port a! the end :l1 each Ill. and it Is feCornme:lded :oat each all pe rl,lshed of accumelaled soirds at least nice eve•'v 18 months txrhen a V:el lye test is pie llcd l snoold be con-pared :o Ine mlbal 'es' liner The syslem was installed 10 deienllrne if or fire u oggrng has acclvred ant if Ofihoe cleaning s Too,.ffeo it. mall r eq.la dlsfr bcher ::irnfn the dspersal coin - ::Sr l pipes wilhlr ale Of s:lil l cell shall be checked i on ,.e'lr poll f olil 1P.,ri shall' de reported :o :tie owner. arc a,. 5 ado m 5 inches considered as an Inpeneinq hycrau Ic fall,rc feq,iring additional, more it equenl coon Idling Conllhgencv Plan The seplo tank c: any of its comporenls become defective :lc lank or component shall be repaired or replaced to keep the sya', I pioper operating condfcon it the dosing tank, pump, pump cu•11rdls, alarm or •elaled wing ol dek'cLve Ile de(ecllve LUmponel shall oe ynmi al-. 'spared or replaced with a component of :tie Same or equal pr'-• fof•nacce if the mo,.,fd comp¢lnenl fads In accept wariii her or beg r5 in casriargc vastewaill to tine grbu'ld surface c :n 'I oe :e'vared a replaced in ds' present location by increasing basal area d tae leasaye Ocours by remo:'mg biotog,daily clogged dbsol or and .,l. i -..1 'nr.^.Ia, and (elated piping, and rep:acmg said cOwrurjl a deerr eo rule ar'y to bring the syslem into p'ope' noosing Col la See Page 5 of tniS tti'an Prot the name aril telephone nulnhill o' y,, r local Poill iel;o1alor and service stir lDe' Pretreatment Units he r'onr it nn •r'r: 5~i fill I ml rain e it ri f a.rlcr ante for plelfeani dev'Ges sue•l as al Irea unr, c I'In rr_: On in s a c alTa find i, seta ..ir 1_Ca'nP n~ ei :are :.ufaldered pal! o' the overall mina^yor'eni P an 10' :I" e 5vs1eT t PJMP PERFORMV2 CE CLRVC MODEL 151A52;153 TOTAL D"NAV IC A6AGFI O'A I : ?ER MINI, IE a sly FFFI l1FNT AND DEWATERING 14 - MODEL 151 152 153 ~u ~ I>_ i _ _ 'al 51✓u, Gat Inn [pl T LIa, I G4 tnn 3 I 10 _ 1S _ 5J 1N1 , lip 2b' I (Y1 F I , .S• • 'C 3J 3! VC el 231 Ic 255 - ' 111 A~ t5 l6 !A lu !i 201 51 Y - 20 61 A 110 4 16: 52 `9* n i 15 le 16 61 L- _ - 12i 42 1 . f YccMNgJ 00t 191m 3Be ill p• I: :4 X0 Y' ID W G'.. v` V bFi ',fTR. ~ 4 Y. 12~ •50 %U }rr: YO ] Model 151 Mode 21153 lrG.9l,~.a. ~f•+. IJil.4.'ma•,rl jx,,ge/Y /w Ee repa. ~:UN61JL FACTORY FOR a ~FLCi ~L. APPLICA(IONS • tuned closing panels mailable • Electrical elternalors, for duplex systems. we malab(e and supplied wth an alarm. 'v. , I • Variable level oontrel slnltches are evalable for con"ll ng single phase systems. - Dol.ole piggyback vanabla level foot svecchas we avalabb - . / - tor:anable levellong and short cycle ca3trds. Scaud Cv4k$ox available for outdoor Instalailions See FM1420 I 1 Ij • pvrv 13C-F ;54-C 1 special quotation required. I 151115NI50 MODELS L Contrd SalFClbn 1{ I~ Y•wIM NalspnYo01 xmv. av.gl Uuprx i~^~_ ~.....h F ;VL I•.-•y•I. x oNl:l 1 L I A,b 6G -_imudN 2a3 1 • 13- -.---1 1 Y.. ' C15t_ 2A 1 ~ Nal 37 t I 2a3 ball k I I ,Wb 32 rcluma .a3 slo.« ~ n1s. ~ 115 W65 I>? - Hp,15T Its I /u:c as vw:bc al t CI.---.ZX f na I 43 _ ]ai -r btt~2 230 1 ilo 43 IroWr! 2a3 VBJ I IIS _ I Nm 1 105 t 2v3 Nn LJ t! 1 I pub 103 W .,p 7a7 _ tt!] IJ(I I Ha, ( 51 to 3 . F I .+14 iJ! _I_ ,F4•il V1. I I-A,Ib 57._ I`M1 Jai J OA 1 Sm6dp06! ICx ve'ubleleve.Acelsalchu 6JUbk'Gli6il:ac.. va it, Iva N.~_. `UTION svrtlch gela'tU r`4J4.1? .m •.-e.v. ei aaae•c 11oapel nc.. •y,r.r ...,L ~~1 ' I [$aB FM:i?I91nI mroCl rnUUel p'EIeCIrKel A:anaW L%'aA r~ u'. NS F1 _.i. [tie. Wr.~nv,1 _ ~ae•.. 1 i~a.n 3. VdnaDa bneL.U1'l Gi 3V/1;h'?1@SVSCa: 3s :I ttrN Oapv.ata :po--I. pr. 2 ; 4) 5oal systa, RESERVE POWERED DESIGN For unusual cnrdlt:ons a reserve safety faclor is engineered into Lie dos gn o' every Zee lei pump YpJL !0 0 a:x 163r /{/,~/~~~/y Lo nnk hV pllbr,311 Naevbeb•a: cf ~u I'1~~iv ~iln/Vo /SMW IO' 3Mi ne FU F.a1 / I■■ l .ink hV p1.1 .Gt ~;ITr ppp 'At t J 16 12 eVI,aF' P ,PG sN<Y ~✓J h ttp 9Mww.zo N/w.com P!/MP !O de2r v.2,. 114 Copyright 2OU4 Zoeller Co Ail rights resen'ec V~q 70'9 7lf7 TTJr-`"~1 ru. d3.irt ra3: : :_J Csnt Dui A !/C Sit .7..:,°Y 7c 7 -•r - v ' ~lV,'a'1'It '11 V 614 !3 rf C ~ r - ,i 1 ~ G,Siioytci ~ ~ C~ ~F. d~ ;o< ' ~ 11 r` J i ~ _ ,.,lam cft✓ \ iu ~ I 'rC wi F'o.'y Lok', FC 1S_ y+ •3 \ - ~ .1 - 7)(a.,.uJ ~~.Yttr....' - . w_ ~°as~~; 3u3v J1 ;y' >PS ~j~_jo(f!x `f bcctr 'cunt ` ' .t! 5..~lvt(C I r . !J 1 .453:<au~ Yf<o - j e i I Byl Coneave Distribution Cell Calculation [3v1 I bedroom ausidcnnal mound I.ot I I Plat of \1'hisp nae Oaks. Tn of Huds:m. St ('roie Cn 1\ I Site Information: I Dcsign vvastc\%atut Aov% ~~~it) st ~d_. i4 bedroom)( I iii: e.al !vk1w m)( 1 5 pcikin fa tor) 2 Dcpth to limatmg factor Land slops: 16% 4 Infiltrative capacnv ofsoil at system elevation 0 ait>!)id Svs(cm clcvation 100 . ; j at S' above 100 00' contour. Dispersal cell sizinY: 600 sg ft requarcd (600 gpd ' 1 0 gp&sq fl ASTNI C; mcd sand) Cell length (B) 1.00 00' Cell width (A) 6.00' Dispersal cell deflection: I Percent deflection (6.5'dcflectiott.'90* down slope cfftin%c cell lem'th)(1(9))- 7?~ Adjusted cell lengZ th [I' 1;0., s 0 0016i) - I j 9"~ aiiUUvu cal I:~rt~ y l Actual cell lcn5,th along contocr - a?3 ti!i P;: of I v a.. .1 i', - r r_ : 1'.- r 1 gr(F ll1 Prr WTS ^.•SItI IMil'S MANUAl". Rr MANAGEMENT F'!.AN PILEPILE FQ £i'6"@fu1 $Pa1WPtMk*1 %t aii -nk _.apae: v al a NA I Parmh•:7 I$ePY.'r TrNt: A4anutamilat US i)Jt~ L]NAJ ❑8!C9itPad°r'ri61~5---' frrRltnr?:arf~zta'er Fcl l X G'!UA f tmlheT of Aar! rn n 1 W~41 ` (`S`lua•IZ Fh6r !vladei ~~d~" M!!.n^Iser (ci ^><:,C•.k i. i r!=»'nn 72111, c4m.4:y YA_....0 NA~ j s trn eP'lor lara aan) yUt-.~ qR)J ,~v r i i!ump'ia-k 9,',tlr.~taw^~rar, 11.11, . - N'-"! IS.ciRn ' ':a (P98,! !~9i]ma p') z~ .°.)v 6135 ~y Pump _'AenufnalNrerc n NA I! AreCcT;an P,$tR '1 2'itie'y,,_jPta~^'p !JnJBi ©'{3A, t~- :an:!ate rd I•iYbnrmt9Ef±it:rrt C;nRli'y Ir:o~:'!!y avarR;,n ° t Prs:;vaY;rr„^. !Jn:• f1 NA 6 Oil Jx ;R6Ra tPOCI Ll 5p,!`diGf6^iRl P?i'xAr :i PP.At Plltnr S P.ianhamio6131X':'„an 'strand i°• ) J S 2;i mC1- r' 1wJt i 61!K^` ~hi•13' Aarasicn `F'a'tR";j _ _T.nYa'au6ce^GR3rnl'.CR(TU) ~IEf,:7~Jt, ~1 a^s'¢n 0 NA °rRu'T. 97.'9G Effifa,att: Qu6iity uirn1,I 'v a,rerRgs r' ! i ' 1 ,I { t n lo..r?;ra1rS waviry; (.I Ir Grn¢na iRresss:Yf2etlj , C-.i:chRmiartQVYP9. U.:~rp!" (B!~~,el ..~t;mg'. ' J~FF.omno t l,r r, C 6IA ' LI k>~radR Tcr6! W' aPRr.Ned ndldn !TE f t C g, J„ aHnnr' „ n 'I ,•er`al r'm i¢0. 7,aktiC ltR9 .r 1 - J "bl: ` NA J ! ^ax!T::rr E`'luen PRI".1,13 titan Y av; 0 NA _ _ ~ (nhxf: - tR^F: e.`P!!er.L 'o:uns ^InL•:n! tr,r d!uneatlc n!RafaeleYa: aY."• SB'vtlz vaRrs) C NA vKv, frank l,tl'Im V NA ,rater r~Y'I'!ae8 S!'AP an-, warn ,en^•. n; ;ArJaJ _ . ..rAP nut n„r. tt at r.,; t?,7a5eiMUm' aarR; C NA ! r':tlcpect CSJQrRRi A t) , NG S)A I N 'n E~ +R~t'tltYRr I AT triez! -IrOA AVa!NI ' I Af s .15 _ CNA ' ttv:alV, r,epec: pur„P, i19RlG car.Sre 18 4e elx^; H "vt arca ~ -_..---t` ~ R6~n0Ant9 P,vAfyf?i:41 ! F:3tefl `,k79rf.i5 2i la p"RSR;1:0 i^At -.1 NA N., I f aeGari AL taus, once everts °r t ❑ NA r.-,nr - - '.fAi'T5TAt1CE 4P3".'MIi<PIONS 'rs,5 2nne °i 2E!ak2 *np r..fx'Per48' cells &1C! ^tnv+° 13". n:! !raliv!u.>ai r','yA,.'..S ^a ni xlto iWVA° QIN^K„a c ^tpa Tq k. :'vrre° Pt rsRt t les-MT ?i:!nbe.^ rt~irr 'tad Gerw6r P'tlb? 11- nsFS~C^"I 6L, , . r If~R1Y.d!':fr.'.! ;'+fina S 11... A igDewfp'1t mum !•#^.iYdB R tl'AH2i irls eCi=.f 'S°. "+r ;'r' Tsrl 'n I'951 :'t •1r C7!S'3~1~ dr ~rckan -,AC M1AlR 19ar'h on fi'..' r..6 Cr (903, ~-ana!rru 1111!t vnI. . ll, LT, ann:Cined xLadga a^° cr.,.rn +r," 1^ n(:eak fn- any nt3rl^ W,^. nr pci~BnID tl< q:°IG-a'!`• c 'P" pound e'trrurie. t t, !a A' 'rt1A 1'a7eraei 061i;5i Ala!; ma vY!!R8y inap 9.Cte@ r rhe: rt tna 91'i'::An7 la,le :n tpd °yatl!1!S:I:F yle6n 3Yi in 2!;'amlt Sly l.r !n `hR :.t AtRP.ail!I On the $Cru9aH. A4r'aa9:(:r3 ;'^nC!N.rd CT 5fl,1:!aY!: cu -9° pn;unN, s;g4Rro 1'nx'¢ INr„iCaT`- 6 fait"6 r,^_nditi!'4^ •5'itl raGr,{;CRA ii>1CCd!<Ifi`a n6Yt fne.!n!1 f°. Sh6 inG$1 *RC~aB".ix; A!u".!: -'":y. 'i;^.P.Yr Yh6 eG'r+fi1'netl RE:R;IC.'.'uJatitvn 6' R;J"}lP and g.^IeTri 71? ?.I"'y teftlt Blu»i6 fx(alI*-!,d titp) or MOM ~ ti^aca'if 4iFF3;tY;a, ti~$`.1'6 112, rrraerw at 1,;!a va^k s..*•e3t i:r rn'»n•.a' 'ey cePtag9 $e*.)ir-1;!n ;iprlr:tnr and d1or,01193 1,t` in fPe'JY6ar:e- t.lth :$pYBi 1'd!cnanxin AdMIrIIA ert.rn Cnfir. Al o^,h9i eeT111RP8. if.~ Udl j7 btlf I 0 IIfI CB 4G Th3 S6'YiGl7g of yH1~9nz i ITr,-5, Rt6.hRt i6dt rPf88A ":b6J rR7"a An% pre Simni6nt Ind s R4: n!c?An .+,r 1neR-vala a, 5.:2 me^..1 s. s*al. L•e M'rferGNa'3 by a a9Y.Y1f!97.r'rF•J 1 s ] !r.!rN c° •t Ir•rx red A'Cr`; n':r.h cr VtF.'..i 'i r IR,!S^,' en'r!f'. a7 Y rf I.PV MW,,3R AVn 111.1101