Loading...
HomeMy WebLinkAbout018-1099-48-000 'ldisconsin Cepartmerr of -_nmmvrce PRIVATE SEWAGE SYSTEM Co`.nty St. Croix Safety and Bwld ny L' Visio❑ INSPECTION REPORT Sanitary =ermit N: 584755 ,ATTACH TO PERMIT) GENERAL INFORMATION State Plan IC No Personal information you prcode may ae used `c, seconcary p,.rpcses (P-rvacy taw s l5 Od (1;:ri j 2701 883 I'ernut Ho tier's N:une :;Ity 'v age Township Parcel lax No. John Thomas TOWN OF HAMMOND 018-1099-48-000 CST BM Ele.': Insp BM Elev BM Ur..=cnptu>, Section,rrown;Range'Map No A, (ia__ 09.29.17.858 TANK INFORMATION ELEVATION DATA TYPF MANUFACTURER CAPACITY STATION BS HI FS ELEV. F_ C /off' 06 l~ ~C }PPIIc - Benchmark ~ x~_ ~ ,r~ao ~ 95 /oL• hod Dosing Alt. BM t'~ t o U , Aeration Bldg. Sewer T7 ( 7 , y3 , r/a ir-•i i 1. ti. r- b IC_. 5~~ ~Holding SUHt Inlet TANK SETBACK INFORMATION SUHt Outlet TANK TO P!I VVELL BLDG. Wert A r lwake ROAD Dt Inlet Septic Dt Bottom r'7.4 ~ . 5 Dosing HcadertMan. Z.165,3 Aeration Dist. Pipe 1•~ ~QS.3 Holding Bot. System Y 2-5 -7 PUMP/SIPHON INFORMATION Final Grade Manufacturer errand St Cover f G77 PM t 1 i o cJ. G -/15, ` J Model Number r f 27, TDH I :ft Fncti^-i Loss System Heac TDH 77 =t rorcemain Length i Dia I Dist to'il'e SOIL ABSORPTION SYSTEM Y BEDITRENCH '."did h Length No. CTenchAS PIT DIMENSIONS No Of Pis rs ce Dia, Liquid Depth DIMENSIONS SETBACK SYSTEM TO F1 BLDG WELL LAKEiSTRFANI LEACHING ManUfaCturer: INFORMATION CHAMBER OR Type G S'/str_m UNIT Model Nurrt)er DISTRIBUTION SYSTEM Headerrfdanrtold Distribution r Hole Size Ix Hole Spacing Jon; jo A Intake P :>e(s) ) A J Length Uia Ler;gth C a Spaara JL . ! ? SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only v~ Depth Cve :lepth Over xx Depth of xx Seeced,Soddcd xx Mulched Red;Trench Center J L~ Bedri-rer_h Edges -opsc - - - ` J e a, Yes 140 Yes No COMMENTS: (Include code discrepencies, persons present, etc i, Inspection #1 lp/Z 7 1 L~ Inspection #2: Location: 1019 1 14TH ST to 1) Alt BM Description = tGt ~J A 2) Bldg sewer length = yy5 5 t I Ow - amount of cover R l bG K- Plan revision Required? Yes No ► r Use other side for additional information; SBD-6710 ;R 3;97) Date Irseoctcrs Slgnatur~" Cert. No. County / , Safety and Buildings Division 6roll'Je Sanitary Perini[ Number (W be filled in hxCo.) $ P ; 201 W. Washington Ave.. P.D. Box 7162 ta Madison, WI 53707-7162 ~e4 7 State Transaction Number SanitarY Permit Applicati V In accordance with SPS 383.21(21, Wis. Adnr_ Code, submission ofthis f iprrily4tf nmenial unit is required prior to obtaining a sanitary permit. Note: Application forms owned P0submitted to Pm ect Address (if different than mailing address) the Department of Satety and Professional Servics Personal information you provitle la ~r b r seconda ry purposes to accordance with the Privacy Law, s. 15.04(1)(m), Stats. Ir-A lication Information - Please Print All Infor t v Property Owner's Namc g~, MN E~~LGP Parcel p q C~ lElf Z C, vOMMuN U /I c~C~~ cQ Cle Vl1LL1~ C ~ j - Property Owner's Mailing Address Property Locution r \ Lo 7)D GVVt Lot L F1- City, Smote Zip Code Plton y;)Section J u r tL) `1 (circle one TN; REo IL Type of Building (check all that apply) 1_,ot p Subdivision Name t 1 or 2 Family Dwelling - Number of Bedrooms l ~ r ~I ck ~ l ~ r J t►~9F ~ ❑ PubliciCommercial - Descnbe Use ❑ City of A4 nor CS Number ❑ village of _ ❑ Stale Owned - Describe I)se - Town of 1~bit L - -I A-50 Ezt o III. Type of Permit: (Check unly one box on line A. Complete line B if applicable) A' New System L Replacement System a TreatmeaLlHolding Tank Replacement Only ❑ Other Modification to Existing System (explain) ious PermitNumber and Dale Issued B. ❑ Permit, Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List ev l i3eforc Expiradon Owner IV Type of POWTS System/Compoll ent/Device: (Check all that apply) r ❑ '.Von-Pressurized In-Ground 7 Pressurized In-Ground _ At-Glade ❑ Mound's 24 in. of suitahle Soil ❑ Mound 24 in of suit le soil ~r ❑ Holding Funk ❑ Other Dispersal Component (expluin)_ Pretreatment Device (explain)_ V. Dis ersaliTreatr nt Are nformalion: Design Fl,w (gpd) Y119 oil Application Raie(gp 0 Dispersal.Area Required (sf) Dispersal Area Proposed System( Elevation I VI. Tank Info Capacity in ToW M of Manufacturer y Gallons Gallons Units 61 U y New Tanks Existia® Tanks 1, r v ' LZ 3 Scptic or Holding Tank >cv: Dosing Cha ntxr (6 vv--'b 6 VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Ilium 7rignatule NIFIM RS Number Business Phone Number Plumber's Address (Street, Cit State Zip Code) - ~ i V1! . County/De artment Use Only ent Signatu Approved isupproved Permit Fee Date $sue ?Issumg S Goo Ap / V rtvcn Rcason for Denial IX. CondigtggTVjhVp II Wffleasons for Disapproval ! t 1. Sep tir tank, e,,qL*nt fW and tlisperr::,i cell must all a seivicas~clnlla tT . n per W.agement plan pro-nded by plumber. 1 A 2. n per appic" a*& oldO Mc irltsd Attach to cumplete plans for the system and submit to the County only on paper nut less than a IR r II inches in size SBD-6398 (R. I VI 1) Plot Plan Page ° of ,:a Prvperiy Owner ~iOrint L 114 s - R, Ti~s Legal Description i L g, E*~niT Ftwcc. texcept where Doled) y Or Ttt6c 5414 sue- 4, Tz(A), R17W, 7MU4 br O= Backkoe pit srrn~x oo~w~-y~ sct~Ns~,y l.l. 74~,e8~ )Ol q 1'74` .Norge t J _h a ~/V1DW~0 ALFALFA C A)Vr CoM PACT a R a t Sr" ~ lq~ • z O `J y a F~ ~yV° t~'~` C i~ r'~ I i v N NE C 'D C D ~EE CO ti~~ESr^~PdD~~~CF 3e3, s'3 Site Location. lio+r~ kvE,- ~ mac, Q F i DIV,SION OF :N'Q~,STR.'Y SE iVICES - 'i 2331 SAN LUIS PL STE 150 D GREEN BAY >A,11 54304-5211 SP I<` Contact Through Relay r , ,4 S h http:!iosps wi.gov!programs'ihdustry-services we "r.wisconsir.cov Scott Walker, Governor Dave Ross, Secretary ltav 03, 201b C iTi{`- ' APPR' C ST ID No. 2248=' A T T V: POJVTS Inspector D r.- PT OF S!' F_~OFESSION:' NIARY JO 141UPPERT ZONING OFFICE j'ti' j_ HOLLIS I'ERS SOIL TESTING & DESIGN ST CROI.X COUNTY SPIA 28497 , KING ARTIUT TRS 1101 CARMIC'HAEL RD D;INBCRY Vll S'•S;ii MJDSON WI 540164708 U i CONDITIONAL APPROVAL PLAIN APPROVAL EXPIRES: 05;'03/2018 ~ Identification Numbers Transaction ID No. 2"01853 SITE: Site ID No. 823620 T onus Please refer to both identification numbers, 1(;' 19 1; 4TH St above. in as correspondc-,cc ith the a!-en c I o~~a of Hammond St Croix County SEll4, SWI,4, S9, T29N, RI7~= FOR: Descript'.or.: Mound (New C'onstructiunl =Line:,- Loadir.« mate = 9,Q moral Li:iear t P_iy Object Type: PO%VTS Component illanual Regulated Object ID No.: 1399419 Maintenance req_dred; 450 GPD Flow rate: 50 in Soil minimum depth to limitino, factor from prig final «rade; S,. Iemi sl: EZflow Mound Component Manua'. 'R Pr urn h`-tr:b~ti:m (n r ~~r.en~ Alan,:~l V':F. 2.0. SR (N.01R. 10/13): Effluent Fil: r I'L-e sub;niltal described above has be :i r,-\ ic,k:-,1 I and Wiscorusin Statutes. The submittal has been COND[TiONALLY,4PPROVED. This system is to he const7uct"1 and loc;atcd in accordance vvith tF.c enclosed approved plans and with anv component manual(s) referenced abeve. The owner, as detired in c~apter 01.01(1 0), Wiscursir. Starnes, is respons:hie E,r compliance with ali code -cquirements. person ma.; cn_,a«e in or ucrk at plu,r:hir.<< in the state unle<s licensed tc; do sip cy the Departme:-,. l,er , 1 stats. The :,llowinQ conditions shall be met during construction or installation and prior to occupancy or • Preserve dispersal area prior and during construction to avoid disturbance., compaction and use ui t~ic si • With new construction, it is recommended not to activate the pump in the dose tank until the tanks are puma ed prior to homeowner Oc(:uaancv. • Wastewater generated from contractors cleanin of equipment and tools andfor Icit over construction products shall not be discharged into the d: gins discharging to the pr:vate onsite wastewater treatment system (POWTS). Waste generated sl,.u!i be properly disposed of on-site or off site. • Any tall grasses, leaves and shrubs shaa he cu' sho=t and removed prior to tilling the surface for installation to prevent matting unCler the dispersal area. • Prior to construction of the dispersal area, check the moisture content of t},c sail to a depth of 8 inches. Smearing and compacting of wet soil ~~ill result in reduc:n tole ir.Ii;tra`ior. capacity of the soil. Proper ,oil rnaistare content can be determined by rolling, a soil sample between the hands. If it rolls into a 1:4- inch wire, the site is too wet to prepare. If it crutnbles, site preparation can proceed. Ifthe site is too wet to prepare, do not proceed _mt:l it dries _.A+1,'r' JC HL"FFERT PULL 2 _ _'2(,116 • Divert surface water from POW) S Area. • All piping shall conform to SPS 'Table 384.30-3 and SPS Table ',S4 ?-5 • Insulate building seer beyond 30 feet per SPS 382.30 (I l)(c) • Tank Installation to follo« all manufacture's recommendations. • Verify property line(s) prior to installation. • Final elevations of pump off and invert of dkrrihur.o-1 pipe; need to be verified for proper pump sizing. • This system is to be constructed and located in accordance ~iith the approved plans and with the "Pressure Distribution Component N[ar.ual "er Pr:va:e Onsite Waste\t ater Treatment Systems Version 2.0" SBD-1r 706-P (N 0?'01). • ;this system is to be constrll,'!i'il;!n'131~(!'•1 ~Component Manua: " (R.7 • Areas that are occupied ~N i'. vailah'.e for proper treatrient. If r:o other sits is available, trees in the bawl a-ea of the mound must at around level. A lal'-ger Hl ?1'c 1: l.c f31" Y ;'l d?( 1'c fl rvi ~uft"3cier,t i:1r1lt1,-Jive Zrea. Owner Responsibilities • The current o%+ner. and each subsequent oNiner, stall receive a copy of this letter includi-i,; instruction, relating to proper use and maintenance of The system. t N) me- sha:1 receive a copy of the appropriate operati, and maintenance manual and or owner's manual for the PONN'TS described in this approval SPS 383.54(1). . • In the event this soil absorption system or any of its curnpuneut parts malfunctions so as to create a heal:? hazard, the properv. oNvner n:ust folio)x the contingency plan as described in the approved plans. • The distribution pipe bciu- inserted into the 4" corrugated pipe located in the EZflu•,v prod ict shall have ore nn' of even, five orifices installed at the 6 o'clock pusitien. The rc-naininu four orifices shall -e installed at 13 o'clock posit:o:i. The lat°ra;s sha'I d-•ain 6311. a ter even dose. A co: of the arpr~wed plans. specifications and ttis letter shat: be on-site during cons fiction and o_)cr3 to inspection by authorized rtipresenta:ives of the Depar-rnent, which may include local inspectors. All permit; roeruire ? by the stag or the local shall be O~ta:]ie I pi Wr t0 eOall'1::1Ce:nL'Ct U construction installaTiOn'Operat.on_ In granting this approval the DMsi n of In ;st~. den ices r: yen e~ the -iEJr.; to n c:uir, c:lar~ae; o a4do:a sL,:uld conditions arise makino them necessary- _or code com-pliance As per state stars 101.12(2), nothing, in this revic s:3a11 relieve the designer of the responsibility for desi,,nir- a safe building, stn:cture, or component. lnquiries concernin, this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. TFe above left addressee shall provide a copy of this letter and the POVi'TS management plan to the o~~ner and ar.: ntt•.ers who are responsible for the installation, opcrat:on or maintenance of the POWTS. ~incercly, ~ ? ~ ,l f roe Required S 230.00 This Amount Will Be Invoiced. I .rn Vander Lees, When Yo:a Receive That Invoice, Private S.wa-e Plan Reviewer, Division of lndusm' Services Please Include a Copy With Your (920)492-2214 . N,for:day - F:iLy 6 am To 30 pm Payment Submittal. t%anderlees` a Wisconsi-l _*or %ViS.% ART code: 7633 cc: Ldkr:n A I . 'or, :',as'e~~a`er STe is?ist (715 l 63-1-3484 . Nfcnday - F-i_ . S ,iCl am Te 4:-;(_; nm • Divert surface water from ?1"-,WTS Are . • All piping shall conform to SPS Table S4. ;(t n:: "Ply 7a-n le . • Insulate building sewer beyond 3G feet per S_PS 382.30 i i" • Tank Installation to follotix all mmriLfactun; - :m:may a- s • Verify property fine(s) prior to iastallaticu. • Final elevations of pump- Cif and Invert oT IS:.- ✓ L:li:L Pi,:: 171"; t _L • This system is to be constructed and located in accordance ,pith the approves plans a-1--: with -~ie "Pressure llistribution Componen- Manual for --ware CDrsite Wastewa-er Treatment S•;stems Version 2.0" SBD-10706-P \.O I!C' I'). ■ This system is to be constructed and located in accor dance approved plans. an'. The 'T71C.:~ ' `.^_.Lmn Com~o:lent Manual " (R."'12';. • Areas that are occupied ,kith t-e: :11:^•ns and got:ace __I _ tL a_•nt'Ln. : so aE-.11'i- P :-op; ;r trcat'_-em. if no orner sl'e is available tees in :be ba:;a. area Or tl,e IilO lie :I1uLL 0: :Lt .:1 at _n•o.1nd lever, A ear :11 a;-.., nee.. :x &72 a, red c, SC *5Cient it: 1tra: ve a (_N-ner Responsibilities The current or~ner. and each suh,,cquent owner, shah. r°C,:'.': C :a: 1 '`el' L~::CQ L:S::L:t.O_:_ ro-;ar:n_ :C proper use and maintenance c•t tae s, swrn. 04i'n::rs Sha:, recow a Copt' of the approprra-e opera-!,-.n and maLlter anc,- md7,ual and; or oxmers manual for the K)WTS des:ribed in th'5 a proval SPS 383.540). . • In the event this soil absorption system or any of its compauent parts malfunctions so as t:) c-ea-° a '7.'3ilh hn- rd. the propert,. oRil~:r must f;,` L),,v the continRen-, elan as de;Cri' ed in 'he approved plan, • The distribution pipe being inserted into the 4" corru;,,ated pipe located in the =11ou• p- s ;all .a, one out of ever.; five orifices L-issa:ied a: the 6 o clock position. '1 he r n:a:-:i7i,- cr.`i:,..: ,l o_ t~ _ .oo nO;; tier.. ' f' ear-. if _;;al': -.air A co. + t:IC L77)-()V-.d r.ians spe,_iitutio~s and thus :c~.. :ali -.a~ dur c raf=t ct_o a 1 nF n t _-.S'eC1j0T by auTnorize.: representatives of the DeJai me::t, Vin:ch ma•,' mctLUe local I IS1 eC:i.r a.l' ne77:TS -eq.lired by the s-a:e or the local muaicipali y s:la:, be ciatained pricer to commencement of cc-tsr action'in.talla-ion ope-aticn. a~ting tl.is appros al :he Division of Inc:u-q-r. Sen•ices rese-•,•es the right 'c require changes or add tious should r_ci:ions arise making the=n ne::cssan for code complia^ce. As per s:a'e stats 1 x,1.12(2 nothing in ::1is re\-iew Shall re:Ieve the desiner or:i`le re;ponsil :-r^: for C'eslgaim: a sale builcmg, stmc:,ar,-. or component. Inquiries concerni-tg tars Correspondence may be nnade to me at the telephone rurlber lasted hclou. Or at the a.id-ess :)r: this letterhead. The above:e-L addressee shall provide a C;OD" of this later anc the ?0V8-TS management clan rc the o,.vner and any others who ar_ responsibie fx the irsLill atior., operation or mirTerance of the PoVN'TS. Fee Re.-uired a 240.00 I Thi_ Arno= 'Will Be Ir.voiecd. T:Ir_ ''"'zT LCest V+':1eu You Re::eive That Invoice, Private Se,. `a_°e Plan RI- , Division o. industr_; Service, I Pi :dSe 1-1C1cdc a Copy R-ith Your ;93F) i49--'2 14 , \'ondav - Fri`a 6 am To 3:30 pm t Pa, rrent Subn:i:tai. `van.ier:eest'Hb isconsin.uo~ I )WiSNtkRl code:'„ Spccia(71m~ F^ ;Sri `~'or.ca, - Friday S:00 am To -:30 r1n . r EZflow® MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: JOHN E. & DIANE R. THOMAS ILLY D Owners Name: same) I'Y AND 'ERVIC:`- 3 Owners Address: 1019 Hazel Street > L , River Falls, WI 54022 f dam---~ Legal Description: SE 1/4 OF TPF- Q1 A,? ,!e. cn,- n -rnnI,t p 'I 71n0 Township: Hammond County: St. Croix Subdivision Name: Pheasant Ridge Lot Number. 48 Block Number NA Parcel I.D. Number. 018 - 1099 - 48 - 000 Plan Transaction No. Page 1 Index and title Page 2 Data entry ,'ezv~i,~ Page 3 EZflow mound drawings t7 Page 4 Lateral and dose tank IL':AiF~'f Page 5 Distribution media HU1~'f Page 6 System maintenance specifications D 18653- Page 7 Management and contingency plan R(VEFFALLG.; Page 8 Pump curve and specifications Page 9 Plot Plan Designer. Mary Jo Huppert License Number. 1859-007 Date: 04122116 Phone Number: 715-426-1775 Signature: +1 ?F. I \j Designed Pursuant to the EZff0W Mound Component Manual Ver. August 20, 2007, SSWMP Pubticabon 9.6 Design of Pressure Dlofttjon Networks for ST-SAS (01/81) and fIP06a,re Distribution Component Manual Ver. 2.0 SBO-10706-P (N. 01/01) EZflow Mound Version 3.0 (R. 3!1112) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) r Residential or Commercial Design 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Flow (gpd) 3.00 Site Slope 105.50 Installation Contour Line Elevation (ft) 80.00 Contour Length Available (ft) 36.00 Depth to Limiting Factor (in) 0140 In-situ Soil Application Rate (gpdhY) Distribution Cell Information 9.00 Cell Width (ft) 3 4 5, 6, r 8,_9 or 10 Only 50.00 = Dispersal Cell Length (ft) 1.00 Dispersal Cell Design Loading Rate (91) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest oint in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) a Center or End Manifold 3 Lateral Spacing (ft) If N above, enter the elevation (ft) 3 Number of Laterals of the highest point 0.156 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) = 8.82 fe/orifice Forcemain Length (ft) Does the forcemain drain back? Y 24.4218 00 Forcemain Diameter (in) Inside Pump Tank Elevation (ft) Enter Y or N Forcemain Filter Loss (ft) System Head (ft) x 1.3 13.54 Forcemain Drainback (gal) )Vertical Lift (ft) 46.34 5x Void Volume (gal) Friction Loss (ft) 59.87 Minimum Dose Volume (gal) Total Dynamic Head (ft) 27.46 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options- choice 0.75 1.25 x x 100 1.50 x 1.25 x x 2.00 1.50 x 3.00 2.00 x 3.00 x Ganons/lnch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) W==~i k Capacity (gal) Total Wo rking Liquid Depth (in) Manufacturer gain (enter result in cell B49) Dose Tank information Effluent Filter Information 650.00 Dose Tank Capacity (gal) MEEEI Fittter Manufacturer 17.00 Dose Tank Volume (gal/in) Filter Model Number Weiser Concrete Manufacturer Project: JOHN E. & DIANE R. THOMAS Page 2 of 9 Mound Plan View T . 1/10 B r3 ' J ' : • : ' ' . observation Pipe K _ A W B L Mound Component Dfinenslons Down slo toe extension made A 9.00 ft E 9.24 in H 1.00 ft K 7.91 ft a 50.00 ft F 12.00 in I 13.50 Ift L 65.81 ft D 6.00 in G 0.50 ft J 5.50 ft W 28.00 ft 450.00 (ft2) Dispersal Cell Area 1125.00 (filz) Basal Area Available 9.00 (gpd/ft) Linear Loading Rate 5.00 (ft) 1110 B Obs. Pipe Placement Mound Cross Section View EZflow Dispersal Area Finished Grade 108.00 (ft) IH 1 106.00 (ft) _ _ g ' D**ml ~l 106.50 (ft) Lateral Dispersal Cell g • : ; Invert Elevation D_ is Elevation' 105.50 (ft) Contour Elevation 3.0 % Sits Slope Shading Key Typical Dispersal Cell © Topsoil Cap > See Page 3 2 Subsoil Cap a _0 TL Approved Geotextile Fabric Cover = ASTM C33 Sand ~ 2.0 ft 4 Tilled Layer = j.f~r j EZfJow Media F ~ 0.5 ft r- r:::•:tiftir Ji- - 6 ~ A See details on page 4 for number, size, and spacing of laterals. Laterals are located in the 4" gravity distribution pipes as shown on pa" 5. Prof JOHN E. & DIANE R. THOMAS Page 3 of 9 End Connection Lateral Layout Diagram ' P O-Turn-upwrbalivalve orolesnout. - MIR Z -jl 1 st orifice bcated at Z If X--il AN kammfs identicait with orKces eglwy spaced. s Force rnm cormcbpn via tee or cross to nwA'Wd at "point La orals & Force main of PVC Sch 40 per SPS Table 384.3 S Orifices poirr up except every Sth one points down for drainage. Number of Laterals 3 Orifice Diameter 0,156 in Lateral Diameter 1.25 in Orifice Spacing (X) 3.03 ft Lateral Length (P) 49.24 ft Orifices per Lateral 17 Lateral End (2) 0.76 ft Orifice Density 8.82 ft/orifice Lateral Spacing (S) 3.00 ft Manifold Length 6.00 ft Lateral Flow Rate 9.15 gpm Manifold Diameter 1.25 in System Flow Rate 27.46 gpm Forcemain Velocity 2,80 ft/ Dose Tank Information Lodcirg cover with vraming ~ device and Elec l as per NEC 300 and rWd SPS 316.300 WAC Dsconnect ~ 4 in. min. Tank Component is property vented Alternate outlet \ 18c8tion Weiser Concrete Forcemain diameter Manufacturer 2 in. Ca 650.00 Gallons Volume 17,00 gal/inch A Dimension Inches Galbns Weep hoie or arm A 20.71 352.13 B B 2.00 34.00 C ekn2122 (R) 4_tnp -Off C 3.52 59.87 t D 12.00 204.00 94.00 Total 38.24 650.00 D Dose tank elevation (R) Bedding And 8w*M Ag Per Manufacturer 93.00 Alarm Manufacturer SJE Rhombus Alarm Model Number AB lank Alert Pump Manufacturer Gould Pump Model Number PE 41 Pump Must Deliver 27.46 gpm at 18.42 ft TDH Note, Switches containing mercury may not be used in this system. Project.- JOHN E. & DIANE R. THOMAS Page 4 of 9 Ufiowo Distribution Cell Media Layout 9.0o Cell Width (ft) 1.50 8idewall to Lateral (ft) Distribution Cell Cross-section Arrangements s ft w,de J Component Legend SRI-7A Bundle - 5 ft or 10 ft lengths SRI-12A or EZ 1201A in 5 It or 10 ft lengths SR3-12H or EZ 1201P or @on SR3-12H in 5 ft or 10 ft lengths O 4" Perforated Distribution Pipe With Pressure Lateral Inside Tumup Enclosure - - - _ - Pressure Lateral Bundles are covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout - Typical 9.00 Cell Width - A (ft) 50.00 Cell Length - 8 (ft) Center Connection Lateral Lay Force Main ~i - _ 9 ft Vide End Manifold Project JOHN E. & DIANE R. THOMAS Paqe 51 of 9 M0 'd System Maintenance and Operation S ftlll ons Service Provider's Name Darrs Se tic rvice POWTS Regulators Name ST. Phone 715 425-1025 Phone 715-386-~t680 s ri Fbw a load lira Design Flaw - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 300 gpd Maximum BODS 220 Septic Tank Capacity 1000 gal Maximum TSS 1 rng/L Soil Absorption Component Size 450 ft2 mg/L Type of Wastewater Domestic Maximum FOG 30 mg/L Maximum Fecal Coliform >10E4 cfu/100 mL ARMkLEMau-mu Septic and Pump Tank Ins and/or service once eve 3 ears Effluent Fib I and clean as necessary at least once everv 3 Pump and Controls Test once e 3 rs Alarm Should test ica Pressure System Laterals sf -1 flushed and tested evom years Mound Ins for i and seepagA re 3 ° e 3 rs Other, Miscaffan Construction and Malaria !s 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 EZflow Mound Com 2. Dispersal cell media conforms to EZflow Ponent Manual Ver. August 20, 2007. Manual Ver. August 20, 2007. Media is c aPP ed for use with the EZflow Mound Component ow 3. All gravity and pressure with an approved geotextiie fabric. 4. Tillage gravity the piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 5. The mound basal area is accomplished with a mold board or chisel plow. siructure and other disturbed areas win be seeded and mulched to prevent soil erosion and help reduce fmst penetration. Lateral Tum-up Detail Finished Grade 6-8" Diameter Lawn Sprinkler Valve Box Threaded Cleanout Plug or Ball Valve Lateral Ends at Last Orifice Where Variable Length Cleanout Begins Lon T 90 or Two 45[ n EZflow S thetic Media Dame er as i.ated ame 4- Distribution Lateral -o-- 2.02 Feet Lateral Cleanout Project: JOHN E. & DIANE R. THOMAS Page 6 of 9 Mound System Management Plan Pursuant to WS 38&K Wis. Adrtt. Code This system snail be operated in accordance watt SPS 36284 Wis. Adm. Code, and snail tr►a "Ws XZffow Mound Component Manual 8/20/07, Pie p rmaetf. 2-0 in with its' component SSWUP Publication 9.6 (01181)1 and kuc ai or state nit s Cmasrltw~ omponent MerKrai Ver. 20 SBt)-10706 01/01) and ifs Pump tank »Dandamr►ent shall be in accordance wdh SIPS 383.33, Vft. wewhen ft ~ are no longer used as components, used naers and Covers Should be ' sealed M1on (d $d for walx ti0t *wm w* and eor+ s oPe r r lot ~ce, and "SaSSMent WW be suttlect to faituTe must be raplat~d ~rtight uprtrt the carttptetion ~ service Any w ~yng downed unsound device to pent accidental or unautwriwd entry a tank or Component, ~nchea in diameter shall be secured by an efrecbve oYkxdcin9 ~C Tank The septic tank shell be tank shag be of in maintained by an I certified to service septic tanks under 8.2131.48, Stets. The contents of the septic disp~ assessed at least once every 3 rdwxey wfth NR ~3. Wis Mm. Code_ The ape t0 mndi~ort of the sePdc tank and attlst fillet shat be years ted as The outlet fitter shat be dear era made in retain solids the tank that ec 10 am" proW operation. The filter cartridge should not be removed unless in may slough Off the filter when removed its Shall be serviced if the alarm is activated cor*nu alarm. fitter from enclosure. If the filter is P lions PPed with an alarm, the alarms ~ale surge flows Cr an inparding corrtirruous The $ePtic tar* Strad have its contends removed when the volume of sk-dge tank. If ft contents of the tartly are not ramptred at the time of a trienrtlat and scum in the tank exceeds 1/3 the 14 volume of the LFd um scum mWnWwxe personnel shall in U ~ owr>er as to The for biologic al to 10 maintain 1068 than maven n are used ihey strait be app+uved for septic by the Wisconsin DePat rrof Caor merr not reatrrea' However, if six , products d-irg (PAP) tantc shat be inspecfied at least once T k oPwafian. If an effluent utter is installed VAU* ft tattle It OWbe 3 years. switches, alarms, and pumps shall a tested to verify proper should be ribbed tf it is iurtcbonai during pump option, and f not, it shouici be nece tf the force maim has a wed hde, ; "'7110 one urlrould aver W*v a serilAc Cr dose ttanlt limes d&Vwow Wier aW be pftw t am could Me& &wft No Uses or shrubs should MrW acrd ru~..r~ Iliv seeded and mulched necessary planted erasion andP two ~ may be, m~ around the mound's perimeter, and the mound shall be vegetative maintenance) on the mound is not rao 6ion a tiled provide some Protection from frost part aboa. Traffic (other then for mound and snow compaction in the wittier will compaction may hinder aeration of the infiltrative surfam wk the t the 11oundbe heavily mu Pr~ection from frePr0mcft em V frost panefrabi°n Cold '"eatf bona (oclot>er-F y) dictate tr,at mou may In Influent quality 30 mgnt Ts110 s, 10 rid system FOG, a ,ot wmead m22 rr~ 150 mWL TSS, and 30 mWL FOG for septic ta,* effluent or 30 8013,5. MgOL sPed ffed in the pemlit for this instagation beefed afffuant h011,errt flow may not erooaed rtt design flow The eushed m raids at 4 p~ded with a fkW*V P~ at the end of each Istarai, and it is the system W05 Wired IND MWIGQW once every nine 3 Years. When a Pressure test is perforated it should be oorilPa►ed to the nrbal test when If orifice can. dogging has occurred and if orifice ctleangng is required b nwitain equal diC6'ilwtion wffftkt Cbservation levahs above 4 PPeS within the ~Pw" cap shall be ch6 aed for epkrsr>t levels strap be +ndtes cor.sidersd as an irnper g by failure ~wng additional. morn In cent mcxtitre Parted i'q to the owner. old any If the septic tank or any of its Compor» become ve tarMcihe rr ®r= PrOPW h t oPeratirV condition. pon Shop be repaired or rep{aoed leap the wing tank' PAP. Pr+mP controls, alarm or ~ repaired or ropiac*'d equal If wfHt a eomPonent of the sense or Performance. defective the defective component(s) shag be irmmediately replaced in its' Present ~ 10 ~W ~ or begins to discharge waslew~ 10 the media, and related piping. and basal area if toe leakage occurs or by gtxnd 6urfwa, it YhN be repared or See Page 6 of this plan for the name and telephone nur»ber of yaw local; y~S ~g t s ►or and service prvvtder. project: JOHN E. & DIANE R. THOMAS Page 7 of 9 • + - Tech 010 Wastewater METERS FEET 40 ; MdDELS ?E31. PE41, PE5l 10 f t 30 ? -P_E41--- 2 GPM t -E 1 FT = 25 U M -77 I -E--i - i _ "17 Y- 1 --L~ . rat S f ri }E- F. 7 --T 15 Q 10 _ - - ~-=7 ~-r- 0 0 _ * f- Ll. . 7 10 20 .30 50 - - 60 - ' 70 G04-90 0 5 10 15 m3/h CAPACITY P'Eff-ORMANCE RATINGS PE31 Total 1i®d PE41 PE51 (feet of water) GPM (fee y of ma" GPM Total Head 52 8 (feet of water) GPM 10 42 61 10 15 29 10 57 67 20 16 15 46 15 59 25 0 20 33 20 50 25 16 25 39 30 26 35 8 r plotpkx page ofd Property Owner VC. TOO," Legal Des l " - 4o ft criptron ~ 4 S. Pit~,,►f,- ~►or ~ ("CAW ~,t now) y or sw► - 4 r ~ R 1 -Iw A) d_ BacUoe pit Jorq 179-* Non* a J C AWFALFA ~Et al zwf>y~ h~ \ L AWr (';DA',9Wr 09 D! STN PAb N AV~ a a e Fq Dp, CORRECTION NEEDED lip A 303, s3 Ske Location: 044