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HomeMy WebLinkAbout022-1015-70-500 PRIVATE SEWAGE SYSTEM It St. Croix INSPECTION REPORT Sa"IW,y Pe'NINo GENERAL INFORMATION (ATTAC1I TO PERNIIT; srnt =an ID No 600303 -i: Ana -f ~m Iuyou orovrl -_u.. s.J I, - nn:an; : I =n:~ I,:,, - 'J :,I:n„ I 3019568 P I H:,w-•.: rl,o c. ,'tlla _e 1,0.•..:_iP 77- -a. N+: Max Estes TOWN OF KINNICKINNIC 022-1015-70-500 5M Elva b:p, EL1 Ele¢ 5%, Desu,pd,:' I T:,.,, Yap N-, 0 f - 13 06.28.18.90E TANK INFORMATION ELEVATION DATA TYRC NIANJFACTURCR. I:APACITY STA.T.ON RS III IS FI -,-'v Its 6 sepfie tltlOfhnlafk ZSt-~c. d . /157-q D-7 Deisma -.It RV I~.s.. N • ~z ~e 1,r.! e.It- C e-' ion . 83 Ae:ahon I R. r.~ SEKC' /~a•c`3 Hclci~~ 511111 Inlet yS,-7 SPHt Oulle[ TANK SETBACK INFORMATION Iii\K "O L^_ L'J LL 1, A:r-IpI P.u In Ln.,e R'7i+D :71 lnle;. ❑sin9 Ilcadw; %Iar >ioo 7219 219 zl4 - 2.21 /OS.7 Alaabr,° A t I Ui st Pq:e . z( /0 5 . 7 r-otd r9 Sat Sys;er-, ~~l Fmol Gridc PUMPiSIPHON INFORMATION Zl A Io1ar'6I3c[u I:emand StCrvcl GPM 1. O-,' 166) $3 .40 -1 w r 3S "CH ~ -r,raan ^c Syslmr He. d iCH I _ Sl r rz Farcen,un• Lut :I~~ I.I Uis[GL•JCII Z 21 SOIL ABSORPTION SYSTEM r o 6 zr BED:TRFNCH 1m1, _cnn:h No _^,r 1•Ir DIMENSIONS N, O'Firt: DIMENSIONS I-s Jt Ca. Liy~_I]rolh (o e. St:TBACK SYS-FTe PJ P:L HI DO t+v%LL l itKPiSTREA+.1 LEACHING 1Aa-.ulsclurer INFORMAHUN CHAMBER ON ✓ 'j/ !uA '7 UNIT moor NunIne' DISTRIBUTION SYSTEM J~/ 7 7V e 1 ('ar'r'/ I lih.Le H e .+.'d x Ib>6 JPdCIrIG q / ~h __!,:.1r5 98,7 ,,.,1•S JPacn, Z 'f SOIL COVER X Pressure Systems Only xx Mound Or At-Grade Systems Only •'-p+ eGtn r np,h of ra - c:L,dL .clad tSL -^e:1 'ca T ,.n Cer[.~r If • ~ 1.-d, r n I :ln-' I i ' - - COMMENTS: ;;Iner.ae code discrepencies. pa'snns preser.. e'f-.i nspecliol ttt :nspectionQ. I ocallon: f OV;=R i.H~1~F~ GbJ.CJ` ~'60 ~ i/Zc_y ; j A.e ar;t LcwsCeplion = Z} Rldr: sewer ellGlh = - au'c:mt of cover = usencvisio.n Reou drib Yes r~NO !1 / Sy'/ 7 / Use ^Ihel side for atltlilional ndwmation '8 . I /O 157~w 1/~_ 3VI Date ...tpl:t:x SIiF.-C•?I";k 3 . B.'; u_ - .i RECEIVE Safety and B(ifdings Division S - i e 701 W. Washington Ave., P.O. 2 Box 718 Madison, Sanitary Partin Number (m be 511ed in by Ce. u o~nnn. , O _C 1 5 2 U i i VUI 53707-7162 l" Goa3a3 ~ftmpplicat- G it=TraoSaclionQNumber iii accordance with obtain .Wis. Adm. Code, submission of this form to r the P~ ~D J ( $ required prior to aWnin ing a sandwy Pemnl. NMC Appiication forms for stmt NM _ Noses of Solely and Professional Scmies. Persomnl information you X~ r Set. red to Project dress (d different Ilt~ mailing addrr Noses in aemrdanm with the Privac• IaW. S. 15 .04(1 (m)_ Stals ~Y W L ~.PPfication Informatinn-Please Print )flmatiou_ 6JQ~ - - - ~Z~ ~W V Jt/ ~raperly Owner's Name rPmpcrly Otmers Mailutg ilksc 4~Z~ 161 =')l tc l d L- Smc a S _ 1o~r _K- Zi4 CoAe-.. - Govt Lot - 1 _ Phone NnmOp n - v,b~DN Jlt/_1 I ~ ~ ~ ~Z, ~ .~u yti Satlrnt fI. Type of Buildimg (check a/I that a 1 - (circle one) PP Y) LLDt sNR Eorw 1 or 2 Family Dwellinp,- Number of tledrnonts Subdivicirnr PubliclCommercial Describe Usr ck y I U Y lr tt'~ Ems' - _ City of iJ ,Siam Owned-Ihsuib9l.U'Se Q~C'SM Ntunher Ci Village of ~(AJ DJn Tom of_.I~l- A)Nt~~iNwl _ fII. Type of Permit: (Check only one Do: on line A. Complete 4- line B if applicable) Y I U Replacement Sysxm r' I reauucnt/Hoidinp Tank Replaeemeat only ftff Modification to Fxistirtg System (explain) B- ❑ PemlitRrnevla~ j Before Expiration ❑ C7raoge of Plombrr i>crrtit Transfer to New Numbv and Dat e Issued fhvnra . v-'tYce of PO'pV'fS SvshmfC'omponent/Devicc " - _Check all that apply) V - i) Nrm•Pressur red In-Crtound ❑ Pr vs r wd bi-Grouud ❑ At-Grade U - Mound > 24 m- of suipbk soil fq'Molmd <24 in of suitable soil I_I Holding, Tank ❑ pihcr Disps:al Camponcn((gpl ❑1'retrrarnemDeve(WaVU- ent Arra Information: J ~lwJr__►+ ri-I 1174 gn Flow (gpd) ~l"r5ian Soil Apphcs7on Rat r _ i ~ tsf) Dispeasai Am quie (SE) Disp I Arca P>P pracyl Sys l trm Ejeva[ion 1q. Tanh Info l.npecly in ' l L man tpI C°~rNn Yots -tea o f anufartvrrr - nks Tanks. dons . (:alinns Units o t t; U 6ist¢ip Tm7•s--~ ~ ~ ~ ~ L o :I v ~ n Seprr. Roldiap Taok d ~ e: y W s ci O a. JI i ~•asare(;Immtcr p i I t VII. Rt vpnrsibility Statement- I, the underswomed, assume P ~ lumber s Name (Print) oasibility for installation of the POWTS shown on tDcattachcd pleas. ba's i,, _ tv4YMMtS Number _ J 1 M u 01{ Q Q f~ Busiocs Phone Numbu- G adddTZ ress c a~a9~v 11~' o p 'lumba' (Srrai.-eay. sraeq - rp ) - 716 Vlif. nun /De artmen_tU. Only_ IL - ~_v _ - J Appmvrd ~i it Permit rcc ~ ~ Dale i nrd I Issnirt net( SigraWre -I ,J c s)' ~,,.eu Iraasun fur Denml S (04o _j /z V/7 Ij IX. Cord' n - M~ forMDisapproval ringr::s. cre must di §e me in ffi kJ ~ ~ 101 j n r o _ PK -Tw3G e . plan - Plo riaeh 2. by iwnbe!. . s AitaaEbr! taGr yrrg mutt w r QR- i t.J - - &m ir(d ~C(Llw M PM tpFkfpl.+ cab: ! : M:nsncDS. nmch ~ mpinc pLia. rm'the s n - I em amt whmit m the Conran-only ~t.^ ram rcu LL.an a ~ i r a 11 m[hec in.an, SBD-6343 !R_ i t/l I ) ✓14yiEs[YS ~lLdr'.K./Kar.-d -'p r s~!® J ~o iKa~ ESF,cs ~ ' 9zsTe«~v /cbr• GoE ofcs~n ✓nl.161.430,, T 2 &ey?./Sad~T,o•f h%'n7ri,~%"n Ai f7 St.crolrCmy~J/, a pc%:cuz-.ois :t-sw PiapoxdWCU " 6[:wg rc.342ncru focn+~+~•-\ Fi - ✓ / fit. proposed 4 bsd rem lJ~ Qty:denct. k :tstM-DlTbss ~~~ynde ,/o~7. Piop a x d cJ.-rrcr CrJ. of SepL•c •Y. K= 99.8 w,zsa~u23rpt~ i-n4f Oat of ta.A: Lot' 4 /l faa Ric ~itre:n= Eo Gr .aL-S~SeFfrat ~71wa E as dct bcdd ed as rocr sPS 383. s~{5 +Z20 %1s7.t-~3olf el /"4,e /lAe Go be be dded as refer.-ees PL-'13.86: Proposed u7; cser CenucEe h - ~,w~-nepw,yoct,.be~ .r~'.Eittrat-~nessa[.NO ~ P./.c. ;a lore a6-16-'O Iarbeddidasr•e8a(~ " 165 eF~'.ScL• S/O~?✓<, .FelU Ma:K~s be bedded C, -S -Iwecd. 1 1 I ,/31.711 Replacement Residential MOLInd T'OWTS Index & Title Sheet I'ugccl Name Lstes 4 Bedroom RcsldCnllal Mound t Tvners Name: Max Lmcc hrncrs address: 929 Tamer Rd., I ludson, lVl id016 \itc address: Samc Project Location: Suhdicision: Lot 05. CSM Vol. 28, P:~ 6338 1 el,al Description: NW ir.l SW: .1 ,cc. 116, f 28V'. R M8 r . lbmn of Kinnickillik. St. II'ois Co., 1k 1. Par'LCIID 0_11-1015-,II-900 I'a-4c I Indcx and I ills Shea Pace 2 Stale Approved Mound Desi~u Pa,e 3 I Hier specifications Page 4 Scpli 1 ank Cross Section , Paae 5 Pump Chamher Cross Section Page 6 Scptic "Lank Nlaiutenanec Aerecm::nl Pa~c? PaICCI Map Pa_'c 8 4t`arranh Dccd Mater I'hunhcr Restricted Service. Jim Boumcester. W Ps Credential .r2„o0a Sinawre' Date: Pace I of 8 Ih:vign pw*u:ri e•In-(rtonnd tiuil,AhvonUOnlnmrym: iximwa:orl'f1N'IC,s:~sian!C tii411-P.!?il+-I'rA IIIn~:I DIVISION OF INDUSTRY SERVICES 10541 N RANCH RD I iAYWARD V41 54843-6462 0 S _ Contact Through Relay P http:ndsps Wi goVprcgrannV rdustryservices , .S wmi.yisconsir gcv Scott Walker Governor u Laura Gutierrez. Secretary November 10, 20 17 CAST ID No. 2"904 4TTrV PCJH* iis. error JAMES W BOLMITTS I LR ZONING 011 ICI. BOCMFFS"I'FR FWAVA I IN(; ST CROIX COL'\ I'7' SPIA 1070 SFA I F, ROAD 35 .N 1101 CARMICHAEL RD IIIIDSON WI 54016 HUDSON \VI 54016-7708 C'ONDITIONAI. APPROVAL - PLAN APPROVAL LXPIRES: I Ir 10;201'1 Identification Numbers Transaction II) No. 3019$68 SITE: Site ID No. 844350 Max Lsles I'Ieare rzter to birth identification numbers, 935 'tower Rd above. in all corre pondcncc With the agency. Town of Kinnickinnic St Croix County' N%V I 4, S W I!4, S06. 128N, K 17 W FOR: Object 1 ype: POW I S Component Manual Reftulated Object ID So.: 173.12" Maintenance required; 600 GPD I-tocv rme; S\~stem(sl: Mound Component Manual - Ver. 2.0, S13D -10691-P (\'01 01, R. 10; 12); Effluent filler l he submittal described above has been reviewed for c'onformarice with applicable Wisconsin Adminktrative Codes and W isconsin Statutes. the submitlal has been CONDI I IONA[ I.I' APPROVED. 1 his system Islo he constructed COXDI and located in accord:mec with the enclosed approvcd plan, and with any component manual(s) referenced above. the ownei, as defined in chapter 101.01O0), Wisconsin Statutes. is responsible For compliance with all requirements. DEOT OF SAFETY AND P DIVISION OF IN) A copy of the approved plans, specifications and this letter shall be on-cite during construction and,open to inspection by authorized representatives of the Deparuncat, wOiicli miry include local inspector,. All permits required by the skile or the local nmnicipality shall be obtained prior to commencement of congruction'installation !operation. In granting this approval the I )ivicion of Industry Services reserves the riahr to require chances or eddilions A ~ conditions arise making them neczssarv for code compliance. A, per state stats 101. 12(?), nothing in this review' SEE CORR2 s:rull relioue the dusiguer often tespousibility for designing a sale building, structure, or componchi. ll:quirics conccrn.rg this correspondence may be made to me at the Iclcphonc number listed below, or at the address on this letterhead. I he above left addressee shall provide a copy of this letter and the POW I S management plan to the ownor and any others who are responsible for the installation. operation or maimenancc ofthe POW I'S. Sincerely. I c Required S 250.00 I c' Kc Due .S 25400 Balance ( r alance DucS 0.00 Ldwin A I al Inr Wastewater Specialist , Dis i on of rdustry Servicc. kk iSMART code: 7633 (715)634-3-18 1 , Monday - Friday 8:00 am To 430 pin cdwin.tm lord wiscon,in.eov n 7~1/ MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Resiocntial Application INDEX AND TITLE PAGE Project Name Estes 4 Bedroom Residential Mound Owner's Name. Max Estes Owner's Address 925 Tower Road Hudson, WI 54016 Site Address: 925 1 ower Road Legal Description NW114SWV4 Sec 06, T.28N., R 18W township Kinnickinnic County St. Croix Subdivision Name CSM Vol 28. Pg. 6338, Doc #1046248 1 of Number: 5 Block Number: Na Parcel I D. Number: 022-1015-70 500 Plan Transaction No.. °7;1LLY Page 1 Index and title :OVED Page 2 Data entry ROFESSIONAL SERVT,-_S Page 3 Mound drawings JUSTRY SERVICES 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 Mound Site Plan Page 9 Site Plan APO E! C Page 10 Attached Sod Evaluation Report by I lollister Designer Jim Boumeester I cense Number 222904 Date: 10?17117 Phone Number (715) 386-9020 Signature: (4 ~Designcd Pursuant to the. ' Mound Component Manual for POWTS Version 2.0 SBD 10691-P (N 01/01. R. 11112), and both SSWMP Publication 9.6 Design of Pressure. Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD 10706-P IN 01/01. R. 10/12) Vernon 7 0 (R 11;12) Page 1 of 10 Mound and Pressure Distribution Component Design Design Worksheet Site Information iR or C) RI Residential or Commercial Design Nose: Said fill !Dicalcuations assumea 400.00 Estimated Wastewater Flow (g pd) rab,e 313al-44-cohro3 in-sou soa eatmentror fecm o` 3B m;:nes _ 1.50 Peaking Factor (e g. 1.5 150`/,} 600.00 Design Flow (gpd) 7.50 Site Slope I%) 103.80 Contour Line Elevation (ft) 22.00 Depth to limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ft`j Distribution Cell Information _ 100.00 Dispersal Cell Length Along Contour (ft) = 6 00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpolft) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution F Pressure Disribution Information network? Enter Y or N iC or L) E Center or End Manifold 3 00 Lateral Spacing (ft) If N above, enter the elevation (ft) 2 Number of Laterals of the highest point 0 0.125 Orifice Diameter (in) 2.30 Estirated Orifice Spacing (ft) = 6 98 ft.lorifice 2.00 Forcemain Diameter (in) , 28500 Forcemain Length (ft) Does the Forcemain drain back? Z m 87.00 Pump Tank Elevation (ft) Enter Y or N F System Head (ft) x 1.3 46 49 Forcemain Drainback (gal) ( Vertical Lift (ft) 90 56 5x Void VOlume (gal) Friction loss (ft) 137 0 Minimum Dose Volume (gal) In-line Filter Loss (ft) 35 43 System Demand (gpm) Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in dia. options choice in dia options choice 0.15 1 25 x 1.00 1 50 x x 1.25 2 00 - - 1 50 x x 3.00 2.00 x 3 00 x Gallons/Inch Calculator ;optional) Treatment Tank Information 1001 88 Iota) Iank Capacity (gal) 1250.00 Septic Tank Capacity (gal) 36 00 Total Working Liquid Depth (in) Wieser Concrete Manufacturer 27 83 gallin (enter result in cell B49) Dose Tank Information Effluent Filter Information 1001.88 Dose 1 ank Capacity (gal) PolyLok Manufacturer 27 83 Dose Dank Volume (gallin) PL-52 ~Filler Filter Model Number Weiser Concrete _:Manufacturer Project Estes 4 Bedroom Residential Mound Page 2 of 10 Mound Plan and Cross Section Views -T +^.1(, 1 J Observation Pix n I K - T+ O Q A W - t B • L Mound Component Dimensions A 6.00 It E 19 40 in H 1.00 ft K 9 5.5 ft B 100 00 It F 9 50 in 1 1.26 ft L 119 10 ft D 14 00 in G 0 50 ft J 6.02 ft W 13 78 ft 600.00 (ft`) Dispersal Cell Area 1725 81 (ft' j 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 Punished Grade 106 76 (ft) U G H • ) ~l F 1 Dispersal Cell 105 47 (ft) Lateral Invert 104.97 (ft Dispersal Cell T t Elevation IF `D Q ♦ • 4 103 80 (ft) Contour Elevation 7.5 % Site Slope Geotextile Fabric Cover Shading Key w c Dispersal Cell See lateral details on 1❑ ® Topsoil Cap o 1.S ft _ Page 4 for number, sve, Subsoil Cap o and spacing of laterals ©0 ASTM C33 Sand R 0 Laterals are equally 0 771 Tilled Layer e 0.5 h 7 aterel spaced fiom the ] Aggregate e c ( cetdion cell's ~ entefnterline in the A distribution cell tAxH) Project. Estes 4 Bedroom Residential Mound Page 3 of 10 End Connection Lateral Layout Diagram taw at%,.No edov" the A A B drnern.m •=Turn-upwibdtvalveor of sa nout plug ,l /U lNer als urideNhcal la.x-el Holes drilled on the bottom d the Lama ..t.,ay :e,ced S Force mm congrvRxr via tee of cross to manikdd at XA onra. talerrals &Rircene i Sch 40 PVC per SPS Iabic s&t 308 Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.35 ft Lateral Length (P) 98.70 ft Orifices per Lateral 43 Lateral Spacing (S) 3.00 ft Orifice Density 6.98 ft'lonfice Lateral Flow Rate 17.71 gpm Manifold Length 3.00 ft System Flow Rate 35 43 gpm Manifold Diameter 1.50 in Total Dynamic Head 31 48 ff Forcemaln Velocity 3 62 ft;sec Dose Tank Information i ccking Cover with warring 'abel ant lo:;king device and sealer: watertight Electrical as per NFC 3C' and -1• - SPS3'rj.300WAC j7~ n nun Disconnect TaiK compnnent is properly vented e I < Akemate outlet ovation J_ rorcemaa) diameter Weiser Concrete Manufacturer 2 in. Capacit 1001 88 Gallons Volume 27.83 galiinch A Weep hole or antl- Dimension Inches Gallons B siphon device A 17.08 475.21 B 2.00 55.66 C Pump off elevation Jt) C 4.92 137.05 ~ 88.00 D 12.00 333 96 D Total 36 00 1001.88 _ Dose lank elevation iki J-- 3" Bedding un er tank 87 00 Alarm Manuafacturer SJE Rhombus Note. Switches Alarm Model Number SJE 1011421 containing mercury may riot be used in Pump Manufacturer Zoeller this system Pump Model Number BN 1.40 Pump Must Deliver 35.43 gpm at 31 A8 ft TDf I Project. Estes 4 Bedroom Residential Mound Page 4 of 10 Mound Svstem Maintenance and Operation Specifications Service Provider's Name Jirn Boumee- r Phone; i115) 386-9020 P04VTS Regulator's Name St Croix County Zoning Dep'1 Phone (715) 386-4680 System Flow and Load Parameters Design Flow - Peak 600 gpd MaxlrnUTTl Influent Particle Size 118 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1250 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft' Maximum FOG 30 rng/L Type of Wastewater Domestic Maximurn Fecal Colrform °10F4 cfui100 mL Service Freauencv Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once. ever 3 ears Pump and Controls Test once every 3 years Alarm Should lost monthly Pressure System Laterals should be flushed and pressure tested every 1.5 ears Mound Inspect for ponding and seepage once every 3 years OGier - _ - 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)(1), 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 rnold board or chisel plow. 5 The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration Lateral Turn-up Detail Finished Grade i 6 8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution • J Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Estes 4 Bedroom Residential Mound Page 5 of 10 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General 1 his system shal be operated in accordance ,v Ili SPS 3822 84 Wis Adm. Code, and sha I rnarntamed it accordance'niih ,:s' ccmponerLranuals (SAD-10691-P iN.01V R W'21 SSWMP Publication q 6 fC u8'! . arid Pressure Distribu: ion Comporenl blarual ' Vol 2 n SHD-10705-P iN. 0R01, R 10:12ll and local or slate rues pertaining to system marleriarice and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death Septic and pump tank abandonment shall be in accordance with SPS 383 33. Wis. Adm. Code when the lanks are no longer used as POWTS components Septic or pump tank manhole risers, access (,sets and covers should be inspected for water lightness and soundness Access oppnmgx used for service and assessmentshall be sealed watertight upon the completion of service. Any opening deemed unsound. defective. or subject Io `allure must be replaced Fxposed access openrigs greater than 6 inches in diameter shall be secured by an effective locking device to prevent accidental or anat.Vi ed entry into a tank o' component Septic Tank The septic bank shall be manilla led by ar individual certified to service septic tanks under s. 281 48. Slats The contents of the septic lank shall be d sooscd of in accordance with NH 111 Wis Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at east once every 3 years by inspection The oullet filler shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the lank that may slough off the filter when removed from its enclosure. If the filler is equipped with an alarm. the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an imcaidnig continuous alarm The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1i3 the liquid volume of the. lank if the contents of the tank ate not removed at the tittle of a tr ernial assessment nourienance personnel shall advise the owner of •.vill the next service needs to be performed :o maintain Icss man maximum scum and sludge accumulation in the lank The addition of biological or chemical additives to enhance septic tank performance is generally not required. However if such p•oducts are used they shall be approved for septic tank use by tic Department of Commerce Pump Tank The pump idosingi tank shall be inspected at !east once every 3 years. All sw4ches. alarms. and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall he inspected and serviced as necessary . Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Panlings may tie made around the mor.nd's perimeter and the. mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic lather than full, vegulatrve maintenance! on the mound is not recorrronded since soil compaction may hinder aetatlon of the mtixrative surface within the mound and snow compaction in ilia winter will promote frost penetration Cold weather installations IOclobei-febnlaryj dictate that the mound be heavily muL:hed as protection from feeezrng. Influert qua.ity into the mound system may nnl exceed 220 mgiL BBD, 150 mgiL TSS. and 3o mgiL rOG for septic tank effluent or 30 mgiL ROD.,. 30 mgiL TSS :0 mgiL FOG. and 10' c'ul100 mL for highly treated effluent Influent flow may not exceed maximum design flow specified m the permit for this installation Trip. pressure distribution system is provided with a flushing point at the end of each lateral and it is recommended that each lateral be Eushed of accumulated solids at least once every 18 months. When a pressure test is performed it should uff compared to the initial lest when the system was installed to determ re if d(,fice clogging has occi,rred and if oufice cleaning is required to maintain equal oisbibution within the dispersal Coll. Observation pipes within the dispersal ce.l stall be checked for effluent ponding Ponding levels shall be reported to the owner, and ary 'levels above 6 itches considered as an impend:rg hydraulic failure requiring additional more frequent monitoring. Contingency Plan If the septictank of any of its components become defective the tank or component shall be repaired or replaced to keno the syslenr r proper operating condition. If the desing tank. pump, pump controls, alarm or related wiring becomes defective the defective compo uill shall be immediately repa. red or replaced with a component of the same or equal performance It the mound component falls to accept wastewater or beams to discharge wastewater to the ground surface. It will be repaired or replaced in its' present location by increasing basal area if tee leakage occurs or by removing bio ogica'ly clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating ccocitio.n See Page 5 of this plan for the name and telephone riull of your local POWTS reguator and serwcc provider. Pretreatment Units The information and schedule of mananagemeht and mantenance for p•etreatmert devices such as actinic tiratrnerl arils or disilfection units are attached as separate documents and are cans tiered pal o'the overall management plan fell, In s syster r Project Page 6 of 10 TOTAL. DYNAMIC HEAD/FLOW PUMP PERFOPAIANCE CURVE PER MINUTE MODEL 14041d0 EFFLUENTANDDEWATERING x. -~.>s $6MODEL 14014140 v t 4 a5 1 10 33 BD 3D 'jl` Il 15 1G :1 1:6 ,r~1 ~r , i0 6.1 66 250 1,J 140 25 76 59 223 `-1+: nner 3/• lL' - 30 9.1 Q 165 to a it 36 144 40 122 26 '.06 45 13; 1; st a a r,nar, Slut Nand lllrl. hn~ r s a I 4 i 1o z x w m ro w n c.ul.:xa -rtta' ro w: ::u 35.{3 n4.,+1:w,M ~Pp / /'al4:rc~ d. - CON: frA. CTORY FOR S~LIAL OPLICATIONS • Electrical altemalors, for duplex systems, are available and supplied with an alarm. >-`-3:r•. • Mechanical alternators, for duplex systems, are available with or without alarms. • Controialarmsystemsareavailableforlphasepumpst.sedin simplexsystem. SeeFM0732. I ~_I • Variable level control switches are available for conlicOng single phase syse I ~ lems. • Double piggyback variable level float switches are available tot variable level brig cycle controls. • Sealed Qwik-Box available for outdoor installations. See FM1420. • Refer to FM0t106 for applications above 1307 (540C). -I_ SELECTION GUIDE 140/4140 MODELS CaMrol Selection 1. For automatc use single piggyback vanaole level feral switch or double piggyback variaLre Level 11 oat switch+ Refer to Fl 17, Model Model Volts Ph Mode Amps Simplex lex Duplex Ps p 2. See FM1228 for correct motel of smplex control panel. N140 h4140 115 1 Non 12.0 1 or2 3 3. See FM0712 for correct model of cupex rxxh!rol panel. E140 E4140 230 1 Non 6.0 1 or 2 3 BN140 BN4140 115 1 to 12.0 cAUnoe - 111 gstallalur al :a4uh, pmleelu:n c:. ¢a•> mN.mo6 svoWG Sa done e; a r Az 1;1 BE140 BE4140 230 1 to 6.0 • 6rxxea 4kc4`<an An ek<Llaia.la>?e:y wan e'rvutl L: louo.a]ndw n5:na Host rKept Nati00al E4<vx CoCP ISEC, in0 tee C\<epa9V'ul Salcty arc Met AP, A-1 (CISha •Suigle piggyt><ack switch included. RESERVE POWERED DESIGN for anLsual mr>d:tions a reserve safety factor is engineered into the design of every Zoeller plJnp. - - - Al To, PO all .534' - unnufaY~w:~; Yaw! Ka' 40256d3N / • ~SW Iv 3N9 dam am R•m! ,7,a. wp. rcv 4021' 196: %/rr f~v4 PS Si~ee /9%9 www.106eercort, PUMP ~O 0z1 Fnz(scr774,3674 ~mm C. Copyra3lc 2:.105 Zoeller CA, All Oght. P?SeNF.A. da9 ~~yo EJ.3 6, Jx 9mdo elu~ I I Scale r / ,/O' a f1sTa~~~ /ludson ~J/. SVG'6 , a LotoS,CSM ✓a~ 1H, G3311 /?6.WN--,V{J Ste. 04, 7- ?WA, 2 0 Q. law., Tn.o{'.emoicow,C 54-. cxaK CA j4 o /ool ~o1.2-is/S-7d-S~u 3 Z /?✓C /t%Jt. E/t~=/W.~' b~rw~ ro.34z ocns or of Z'S~• ✓o p./,<. F/o~n c~nww/rco-retgP....lo d°•rC• I ~ ro 1 ` ` \ 1 t ~ 1 t o 1 ~ ~ t ~ t I 6a t t v&S 0 6t3 103 I°30 t°~° / Oil '-161 v tv Wcad~d8 ~ru Y ~u / 44 ,T- . ✓32yE'sE~s ~lEdnN.Mowd v ® v ~ /Kaf ESbcs M u 9zSTou v /cb. A4,45 n,rJl. SVp'b Lotov C3S n ✓v 18pt•4~338, Awi+(swf'V,--oG, T.1&t~Q/Sr.~,T,of .c 9~1 St.Grohrfo,~ O pc%:cuz-.orr--v Piopoxd JcU 6ttwq io.34z acre' ~ ✓ focnk:on•~ "1of703~-d 4 6".1av- 9(ifSrw-D )76r sci•UO Qcyfdencc . P✓.C. bwld• SeuiV N.~Lyrnde >iai37.', J S,qp' L..h+' erradc ' io%3s, GrJ • •t txald: ,Sr.a~=io(. Piop o xd t.J: rfcr CrJ. df ScPE•c~ K= 99. BJ w,zsa.K.e srpC~ t.. K w/ .t ^hsr„• r>nor s..G.doA✓.c, inr out / A/, Lod' 4 !l ta.,kk oin^ {a 6r Az szfcFf~.. t 7 ~'/Evat ou.f9~t yedd cd as oei SPS X83. f~'(5 120 i! s7M-i) 3ol1r tWiKeq! Ime to b! & ddcd as /'c4a:ics P!!,- 43.96; Prapaud w;esvConucEc h 4~ . wr,cao-n4roowyp clwbsr, `6 ~-'F~-D IJBSSCC.yO ~ 0 P.✓.[..n low ~~'~t'O br 6t ddeQlGSreBufnd 1B5 oF1"ScL. ylo,4 {a!U M44tt. be bcddad G S /(/4i/Cd. / 1,32.7-71 9 oF~o Fl !t-, Ff-,OATIs7CY 6Y~S'Ero"1 ?C'o'3t~1'~:;'!"75fif6 aepm Tank t ve -A I L IT) I ~ Parnf< ° j 3apL°v Tark J1Rffi1Gf3.:EprA.t L-J I E L~lt M NA ~ ti @r? P ?9uat Rplisrhhsa!;ttwwar Q<) L, M NA PJ!W^75:Rr Ce 8ed. ~ j ! . ,~`,•a,• i ! 'er,:w_nt r-ihar Merle[ m I i Nr a-9e; cr `!L: Fscd,y Lku'!3 t M NA ~ Pump TPik Cap ::Ly 4 6 ~ ttzl G HA I '.et^~tnG irola• iayaap.} L r_~r^:? TEnk k':sawftoporar I }l Q NA fl5sig~ its=v ~Zeakl, MsBr,.-Mid ';.51 G C C 1 I Pump 0.-'.im-_;.^>B:t,I'tc zni1G5V Eeil `clic- igall RIM I - q k F1trfP ftRCl6i !tiattliy mrrsgc° I P-T=ees r. Irr L ;nit GNP uErt `..i<,'Q:_r .sndard IriluentlEfFf a'S, Oi! i3 c;essn {rGa} 3 380 -12111., i ! u Surdia- avsl F- W Q pb~- Fftr ?1cr„hamioel 1 c gan ;:~G (3C!~~ i :g2~ ni /IL G NA ❑ dnsPhs A reF d l &:pds t"'S~) (s! cu w• ~ G ?riE)fI~P~,u~ G ~%rar, ,_s Fatxi B~sPP triad 'fir` O MA ' C2lstity Mo r71; avarzae I rCrdts'tl (Frss> rr2Ed1 ei ra a9 L TL f ~lP1r6rNC5i Gxy9;sn })hand ~0~!') f~l rc/)., ! 0 1.•~•Crund 1Br3V:t^}f gf1 M MA i ❑ A-° rde vI !d Tatai 5.tp~':sd °eP.ds (s)G ❑rip-uns .G E}ShSr Fecal CaCrenn (vranst'rte rrvmj) 520 Jfu!'rv~ nt - G i,1, i ar"a i 1 )nl~n ~i 7{erT Par'7 947i4 I e - ! I:.'1fEl: G N k M NA 6 !ar. - ) Otkfr. G INA I `va^z '>;zz! zr S~Ia>d•'= :vg^t4ta Ur~2c', i e=tar.:. _ _ iSPdPd~.rffl~SCvbJ~DLk4lc } $$~?C?}:~ aaaaY... - &yeice Evss# I a ..(t g {eke $ Y6m) M NA II A: iaa3 Enca sUZn : _ _ __v= r NA =~n^C nallel.`JOn a°Td:T)CIS, h¢n E 2FM 3SeF, &Gtn&''SESRZill31 PA 6T'~P.k ~Dla~ . . f W ra;r,'lwl'vad _ etad5 Tp c'+r ca rtE t c ank(A) m c' Jqp a ) Q NA pas, Ouse 5vsry; sa c: dis". *m nellis! .,.,:exlr:3! Ci NA 1 i - at 2221 onr-e a•,renrs ;raa:(sl ; ^.I: a;~ 5`,°Gt5lt 51tar ~ GirSC.:td1g1 ~1A o earrt:o!s & diam4_ iaac; Inca nnr?Py I ;5e115S I F~_^n :3:'•:.I? and !xza&pra •~s: At feast ones evary: r ~ 2t£;~ i.1 Y;r9Ai-"21 [l ltd..' 12'~ar: - A° SAPS; IInca evsrv? G 5,.= c: uG '51 t6 to j7 sm or 9'enffltm'IGr-".: ,I:2:-;~r"+.~,Crrget~ `~)•fix~'''~' )~1V5 I.. ^SL'L`i s#tat} ac -~.ad?• ty an 1:,x . Jldi-=' S,2"•?v~: ere luSY1. !II I tnspecftns of "tmiim end , ?sH~1TS i Lop^OYaP P84Wi'S Ir r ~ ZOOM i'ui °;er s-atr P7un!»a: kills-I r ?!.°:nPrr Rastia= Ewer. ` .a Pr hrakar i?=_rilysaia, Idan~ar srJy cracks nr (e'al:s, -anae.`cns T1:az tr:o!vde :sv~ S °?P= cY =a to ? 1Shy any mssT 9 ars.~rs Wha vca=. - of COTMInOd sw:iF9 ZMd sz; L:d to .^_hacc fins b"? JJ£ek --p or pZOA9 7; =t'prd sn It s gamStd 8ur{F1[nil evIljs; 45 to dh9tE~k gnq'i uas t e "i ha lizp°zrsg ~i `iisva:Iy' u'=C'-s"•zd ze &Sak e c:;lueA? isvP)z in the-ansm»H 0=. &nd e;3usrt ct s greu+~,d surf-~:z: 7~a ?orens atfh.:ant cm the areu!lo s«;faes ray ind;~s:2 a ;'dSL"•2 esfld't'A, --!P,T,Ed)aSE nofrfi4at!=) aEt1a I=t, inTil:-Vv'-ft-i"v _ _ ;orryan fie cm aped socuttti•_4Ltien of sludge Cnr sav- a any n2~eR 3rd d Raga h mayda*cs _ :Aft i4 ,R I =r>•arts e. fire s„=k share lie mmaved 1:;Y a „eptese ^s-. ~ich'm nP t!Rsc:,sx ?arrilr~is<rxtnra Cade. au,,,ur psmices, inducting = mr, 1%t nrib! to tfte Pervic ing wfa luE - if~mns, Tech°.j}L'RI or i'dr ?!ctrl=8d w 552 rwntks, s st! cz pertermad ty 5 5 M PM NTS.E -Oper, coim, and any serileirce at CI oNals ff;_ 1sc7,i rep~A•?cry' erT*A '4R a°. OW 99'em 9r,"11- l! a2Nic~'=Par. e',^^. :r--_ ~ e-rdec! ~ e^~. -'v r-r:~:;,: cn• Par now =-'s' oc:icn, prior to ;se or th- =070ITS check trcatn-et :ank;a) far the prcaarca of eeinthq.Pradt=is c: N.rer .h,~ ,;;cEfs that may mp=de W?s s2 ua Y., prooes-S ardMr :&msga ,ne 6♦saErsai ce(I{}. If high ca i:elssatlnrs Gm d6mmed hwrs the T tha teak(s) removed by s septago servic ng epa.a a cr:or to cse. - -v?tarr. star, up Sinai! nut UcCL: wtlan salt ccrV; Or.s are frazen at zhe :nfnm-tva surface. ':u`. d Puna-- =ftgae -UMP -^nSC nav f!II ebova =r'^b! i Ighwatar 6,cls. 'Ncen Pawer rc rsat=tl the lschsreee to the ei.r-Sl c„i•al in one urge doss, averlead!ng Vie cel)ts) and rr-trr resvIz sxease :ars>3A'tavt uor wal h D;f ent. -a aea:E 57a z0.r?on Cava pia crtar:s of the prrp tank rsmavad a o the Haak~up er s=n^e.a'tscl~e:Yie -ewer to the ef-:ca-d O=: cr aentact a `lUm; -e .POWTS ndo.n-her YY a`" ~p't°`eM oY to restcr~. =store n-m_I ieva t F`ih ^1112 pt :r p tank. assist ? nr~ -r_IIy t>p~-r3tirtg the pugtp -c not drivs c- perk ve ielas Over tanks and dispars:i calis. Do not dInve or park over, or othervdas: dist':reb or carncam the a-e, ,;L- in i 5 iaat down, slope of ary mound or atyrada soil absc; ptien eras. .;uctlcn ar eFf!n;na5cn of trre IcFvMYI? from tna. vua e:ta:er sa_rr say improve the pa.;'onnance a.d ard;org. -,I's in as tlx VLTS: antibiczis; baby v✓!pzs; cigur ...a buns; ccndmins; co:tc , -webs; dsgmasars; eanJ' foss, di^psrs dihi3fe znt5; r:C i7Ca drei l fSwn;5 r=rev) '•VvL^r fn/ and vag ' s pL'nr~ Inc prodcc^ ; pa roidso; wn;ic(S ' ^eDkin a; S. E,Mr,'19_a. gai 5aacara; ?Y9aEa; `L 'CiRE: ~ , w. ..~i. ' 27^ ;b c; Z^ra_a• ~C^?=n3 - 'er=r ~.v';cr12.`+Lt!'le. POWTZ fails and/or Is pes-nanently?karr cut of sarvie: Zr~ aUowfng Steps shall be barer, J- Q ls:'c ._rd safali' abQtdonad L, aan:pliaice -w%E chap?r ir' uaTm BS..:3, `e.fsa;,rs. kd-11h[scr2f711e 7cde: piping tc tanks and rfu eS~i .-a disconnev ad sv1 mot acsndenad pipe cpan3ngs sea?L__'. =)!&7m of a_: - u:is s.'ia:? . L p .`e rai7ved and :rap='iy dlS,S=.d T Ey s se; 2: mnim -.a y=j be ^"i.ta'✓t_~ c -a 1^l ad or c:r r~rtraiT~ •l_`iiLr3 1 `E~21 = mc:RE SnaC sc.?: inatarl8l- E''''^' +5' [ a 3 -;i1 PLAN _ - _r-JTS~.R am' ca ~r.ac he m;oWred t,'a c'L-M; meaceeas hav-2 T, cr xt be gip, to ercVida a rt°n =,:mb;c rep~aLc71EnY araa Fias beer:' ^-lBi!t^etr,d and may bs tltU6aa for tits !acatian of a ra;lf.- ilsmt w a nn.^. ~Ystam. Thy wafer srza Eh__;_ 3a pat=ad from disturb-rca arts compaotlor. and ftu!d not he i. "lingad upo^, by 2qulrad setback; €rorn er,'svdng and pr-,=Ead S$'cctum, iat Ines and tIC% s'a'ws a prmSat a rap!acernant arse wrl" fy5rl,i in ta re•-d mr a nm» =oil and site aval--atop ze astab,t61,, a sU7`ab:E ; Eplu^. rner.tt area. ja,~c3871aot sWan::s 7 .rr_ly +h zh th_ rutan'n afES=t at that t':mr - ` suitable rap?acsrtan: area is nr av1?lade ric~• tc setback ^.d;or scii tinitattans. 53rrlnpy+o'er:AS in POS^.riS tacF^olagy a holding tack say bs insGlied as s fast Mart tc r-oraca ad liie feS-11 POW-19. L Tire size has nct = ava;a=d tc !den-f'y a ^u@abis raplaasmart area. Upon ga7u,2 of the p r evaluation must be Yar.'atrrmd to le_am a suitabls ^aplacernant trap- L na re''rl OV2W e ~,I anc :ti= may be insta?ac se a lest resort to raplec the failed rr W,, S. $ nt uaa is avei1ahM e hotdi u Mound an:i sz gmds se9 zh=n;pt?an ayste,-,.S n ay be ;acanstn mad :nfii ryas sun<cs, fn^or5".fuT.iaP.S of auz Ii ply fei tv]re e avJ of the bf61 tS: = r ; 'Ya:=ms re :.omafr -win' iw r_!as in a^ffer_ az --I tonal =T?C, Pl,TMP ANC CT$«R TREAT'II~JtT TAUrS t9AY G WAG LFTMAL CASSES ANDMR fiNSUPPOMP SC a3C1 CN?, > r l:! ;:i•r'c4 A SEPTIC, PLI p OR OTHER TpekTAIENT TAMk LINDz? Am? CIticU"fi.`"iANC:L =r DSATu MAY RESUIT. ZSCEJ . P=750,Mr rRCU TME: iN'tc.iCtn. cl=-- -11 iIk MAY 2'c S4PRCLLT OE 11POS&Lo-L5. 91dTS INS I ALUIR - - - - - - - - - - - - - Po>rfrs nRA1NTAtlr Nan- iPhona j Kaul" 1 .I + t --on ~rTAS=S?-TY?LINO Gt);z yr_^^ acs: "'=C Lane ! p A U ~ =.-CAL L f `T r a, In i~ rU t 7 d' . .y emu' io 71P E GbEC<.:' .•:rl.n: YP..^.Yi9j he ;rF,; p=ocas e"IdfOr :Enema Zile .~j5p$`'S3! C=i1• high '+TS.cfCdt,.^s At Lrm n. 3 rn ~3 c::. aL a Yd Y P>' v' ~lv P 52C2G b'NiC rfi CL3 . i~r res. - 1g If fti~h cdnCwrrm J~ am C`~•Pr1i h_l8 .17E aar up a:J mu- accr: -w-nm Sall O^712 i2io:e a".`ic :n:!ITr3uva 9Ct: TaCD. rsm!t 1i`~ Ei utD th=ci+> Tai cai!i~i in M on_ oir £E}dasa v_fI ac9n^:zr ^yw_sn ,.ea =i7e <r. ;Ge. Fa cvaid s si`_R.ien hava . ; C, -,72 ur,~ rre call.., vnd mr, raauir T n eT power to _ne P rs r-1,a: Ed [iY a a. _ M±c• ar ,<:rT-!.^-e- ••r- :eS`iE.^, p~.a at --?u11: i.Az =lsr r yF'~_"-_ •a::pc'laty a;eor :n :35m. O.TE. E'J C? :"Jf`riFi 2n2 j13,M= te,?'.•. - n'-H t. zseis L° i '~'<V Tf.^.8 .^•o-:'ETC rr_. va,,;a. av' >r;x: ]lC :iLsas. <-i ce(is. %e :la` drva xtk over, or n:har~ y.K; rt: or v?j;hin i i2E: Lawn. sf wiv Cf r'IAd or -~;2de aGii 3~~ara_~nii cry..='. zre rraF c%Te lJp'3n'rJtn=&e VirTfi2C_r 5-aa .,.ay aun ID Wi::^3', :13 ! ~r> -Er}`*_ DCnC0I7.1a~ rf ir-7.'aV2 ? c>k r" nYfz_°.C_ zmd .a w1W ~ d_''.= de.'T•. r e'J.r'af' l.2'E~ra 9-..~.5 ma aJ x'74 ^.airiv7G S.rLd_ O6.n y'p tNa:t.^; Tali: <[:L 1+°-yaY96?_' ?~n..D.. .a I -r GIIR'`I TICS C c v .','r CiSL^iEd`>:SiS; ct frazl~. E, ; ..EZ._ =.~7C'-:•nr_ ,.tl. r;fq-._• =pl,r•rg ;.-4 snC;nr A =,t:r.T=nta' -':An _Lz D seroia ^s~ sai_P, 96;«'t6n!-au; c, ear,,_j ~ c _ Ltum~tn5 =;taas snap v_ _ . 1Vi:r: Gi' _ ._..:C COMM ES. 2, i:'455=nT cjm~- __°s-~c•~Cw O; - ~r;LL^,'c iC 3r)f~.: ::.170 q ❑B C-:~ ~ 0` ci. rq~ u - ~ Jj,lvrcrl~ fi%CiE~. 1. rE,p: O• Tc ul^(LI c:C:. =r- = C~ia.! uiEY Xr~4~ f c~'~ E2C .C' i D 'T rC_ 1.11j: ':Z^.95a7:Sa=.•: _-•,au 4~T.~ jc iL.~~~.*dd 1ic YC!I.^~11'_ -1Sa9 r;rs C=vs b_i, O"71 k S~• Ai c-:33n~ a •.c ,Es SET 3!10-3n1. f'• C-'~f-y°~. r- 6 SF^:I "u a tC48:: `n::n<^; he u`Wiizad iaC t%1= tna2Yden of a < - tIL-8d 9C•ar' C - °V:9d TfLR• Cry: Taa+a= t, • --r c rd rv L 5!~ i arr'•O n 8 i.o 7.PY7 2~ .rT^a nn' a.r r n z-4,ru 7. ti._AjSTC;(6R a ti);ali,d PI't be :r'rIn nC 41 e~ Yt7:a nc^r =w z f nalc 9cfi 9n? et?~.•3- ~y' ~~''n~s ?nu Ri3.'k , '9118F ;G ~a A L r_-It , !:a :~l:s ir. ,:-ec_ e evaiJa'.7o1 ,D szUb7xi. 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