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HomeMy WebLinkAbout018-1098-03-000 %A4sumsin DRxi:mmenl of Commerce PRIVATE SEWAGE SYSTEM GQJe^ St. CFOIX Safety and Build,^q Dwraorl INSPECTION REPORT Sanrary Permit No 600284 GENERAL INFORMATION (ATTACH TO PERMI") Stale Plan ID No I'ersanal ioformaton yoj provide ow tx• us!N Lai S owary purposes ~POvacy t e. 5 15 06 hm)l 3025178 Perme Hcloer's Name. City vii gw Trmrs'vp Parisi Tax No. OEVERING HOMES LLC TOWN OF HAMMOND 018-1098-03-000 CST Bel Fiev Insp A F IF k:a BM Des -.pion SuelordTUwivRenge'Map No 30.29.17.810 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV SePhG r r '~e. 1. / Benchmark ,I n n -1 (h v. rl(„1 l~•IRX~`s4'R~KX ArI. BM ^ t !J • ~V J Aeration Bldg Sewer Hob J St" Inlet - - 84 19q 6 SUHI Outlet TANK SETBACK INFORMATION TANK TO P/(n WELL BLDG c lc r Intake ROAD DI Septic 1 O DI Bottorn 11• Aeration - - - - - Dist Pipe n 3 Holding But. System Final Grade f PUMP/SIPHON INFORMATION l Manufacturer Demand St Cover p GPM W1. f.lr~~.f 1 MerJel Numty, TDH 1 ill Fnctinn loss System lIt" TDH Ft Force.main Leng Uia. ~Y Dist to SOIL ABSORP ON SYSTEM BEDITRENCH Wolf, LengPi No. OI Irer M•s I PIT DIMENSI Nn I fP 1sl~ tnsitle D,a :qwo Depth DIMENSIONS 1 3 T T, + SETBACK SYSTEM TO P!L BLDG WELL LAKE/ TREAM LEACHING ManulJCturt✓ INFORMATION Type Of ystem 5D, 13(pI CHAMBER OR / UNIT Model N,n r DISTRIBUTION SYSTEM 11eaoHJNandoio r Diytnoulion x /lisle Sue ~I x Hole 5{wuag vent to Art Intake tergpl Dia c~,;-W Uia i SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over I Depth Ovef w Depth of xx Seeded,Sod,k f xx Mu+_'fed tiedrirench Center BudrTrench Edges IoPsoll }--Yes No Yes No COMMENTS: (include code cscrepenaes persons present etc) Inspection #1 nspection #2 Location: 747 150TH ST~ GV t.) Alt BM Description = 1 2.) Bldg sewer length = IO L~cjlr-s o%. Gow.1' - amount of cover = 714,6- Plan side Recurredti Yes No Use other ther sxle for additional information Y ~f/ i UAXn SBD.0710 (R 891) Date insepctoY55 attire CM No saY and s/ e 5 Orviakm a f P `f 201 1N. VJacbm .Gk-9oR?7S2 g fry. P-it N-ba (lo pY Cp ) $ Madlmor:, VA ;13707-7107 Sanitary- Permit Application tkdh S~rT~wN„~/ SPS 313.2 2),Wi..,. Adm (bAe, suetnusuw of thix Lirm :o ue 4'PNu,ae ~rvarnnvval umn I 3 D / &a Q ,s regcvrd pno, to cb2unm a sanitary Pamd NM .4ppbcaim fotm fw axtc, rcd !"A-IS we s ibmihed m 'ro the Dgwuumt of Saft and Pr.,fm,,-W 5aria- Pasw~al infwm oo <m s roc sae itKt .Address (If daea Wd mWiog and.-pyl mp:ves m a,.cordxsx ntb the s. Pnv> Lav, 15 P mq be mod fa saandar Z 04(Ixmj Sys-_ t_~ L A Lution laformatson-Please Print All lfformalion Prcpen}' OwnQ's Name , Patoa • II ~r.pc rt~'sna,be -1~Ar`; L1 C_ 1 ) Ptnpe Locanom city su" 7dp CoCr ' Phme Not ba - got Type of Bfildittq (cheek an tk1( apply) ( - TL N. R~ E W I.at azPmoilr Dw«I:sg--NwnmM ,-t suLbdrvs3,nn A IL ,{J,J nPnblW(:omncrcwJ. Drscribc i~.e_ ,tO/-k~ ae ~J•a•`- elx:N - L-!~,/ ~,cLh' ✓ _ l~ Slate Oxxd- UeaayYe Her __.1_ I (~U N~mober ❑ ~e of /Q~~lG Town cl r i E 1A1~. Trype of Pvmit_ (('h_ erk on1Y one bo: on Ime 1. Complete life B d applicebk) ew Systems n Replacemeit Svxron I n Tmumen:/B &.s Talk Rcpta a OoN (Afio V,oaiGynef to Exatc- sysmu (og,lam) 8. I I] Penns Reaewa; arnit Revu~m l f C 1,.ge W Plumber ❑ Paton T.=fc III New Lm P,rvsnus Pam[, LRob r and Dap I,,, d/ - 1Beim E<pitflioe . _ R'.-ape o(P(1 W7t Jvstw/('ompoocfUDevice: (Chec4 a8 that apply,i J Ncas-PrasvtxW In Giaw,d 13 Wmuri t a In.C,,,od 'c Moiai : 1i i[. of vutrbk wit JNosm7 s 24 m. of =mbk io,IIL L 4ukitnit Tmk U (hna Gispavl (:.nap~a fuplaID)-- - _ _ Prtrcaln¢n Chvwc (atplam) V. Vi{~erxaVlrea nt Arra Iuformadoa- lks/iP/Fl'ow~gMJ/ r~ryPp Cos ApplicaDa fl Disposal Arco Regitirtd (sf, Du - C> l,/ C I V - Pass A~ Niq,sed S rm iJevanoci t.y.cm At loll a of MenuLcnuo T Gtlk,m (Wjom Units u _ s~. awdeaiaxk - P"/ /n I Y Je :'n I ,ten (F. n. ..JI_ --1_ L Rop asAbitity StafemeptI t the aw mba's Name (Prim; r - _ - °d' - PonvMlity for ittsbltxfoa of the PUW]'S above OR the atmcbcd panx, rN;1T1 c _ PI atw<__ UPMPRC?tomba ~BstsimxPhonc Nmoba P)omba's Addirts(S'neet,(VV S tare, ZiP C wly/Ue ~ rtp_efl _Gsr OoIL- 7alt n o>xa Ui jf ea isswo P. / T IX. Con~II~PP~.3 JJV~ i ~ - t. E 1► - , oi.(>at,. ~ «a mU:, r tL>-,••ac:s;1,t a,ts.: M f+ 1 a p,. ..ayarrrre plan p!o tded by 41111W . W ; ~{w ~L r ^t0' ate. W1 2. All eelheck ret',tinP'ercw mast IAt r. oArire' \ (,Lt rte. --toper a(•x311:rd.navaF. 41 e, ~ttw m m.pr.e ra t~>~;na ~n-a m m. c 'Y SBD-6399 (R- 11111) ~ p a V pc I JI System PLOT PLAN PROJECT Oeverino Homes ADDRIS5 1433 Cernohous Ave Suite A New Richmonc W, 54017 NW 1,~ 4 SW 1/4S 30 iT 29 NIR 17 N' TOWN Hammond (,OuN1'1, ST. CROIX SYSTEM ELF1'A7'ION 94.0' DATE 2,'20, 18 BEDROOM 4 i CONVENTIONAL AT•GR•1DE. XXX CONVENTIONAL LIF"I' HOLDING 'I ANK MOUND SEPTIC TANK SIZE 1255 gallons 1.11-f TANK SIZE DOSE TANK SIZE 765 HOLDING 'IANK SIZE LOAD RATE .6 ABSORPTION AREA 1000 # of chambers none BENCIINIAR6 V.R.P. Top of foundation ASSUME.. ELF.1'ATION Hm' Filter Li'curuc Filiv- BOREHOLE O N'ELI. +II.R.P. same as Dencnmark Scale = 1/4" = 10' Pro 4 2 Acre _ot Bedroom House Well is to rneet al'. WDNR setbacks 1 35' B.M.' I 150th St. Grading to be done to divert run-off away from system R 3 94 5 Hutfcutt Combo Tank 94 93.5 Area 15' below system a-, is to remain undisturbed 3°o Slope B-2 I Drainage Easement i Properly Line DIVISION OF INDUSTRY SERVICFS 2331 SAN LUIS PL STE 150 11 GREEN BAY WI 543045211 Contact Through Relay fillip UCSps vn.govrprogramstinAustry-servlca_s •S vww vnsconsin.gov 'Ai Scott Walker, Governor Laura Gutidrre7. Secretary March 08, 2018 OUST ID No. 226900 A77N P0078 7nepector ZONING OFFICE SHAUN R BIRD ST CROIX COLIN IY SPIA 1432 120TH ST 1101 CARMICHAEL RD NF.W RICIIMOND WI 54017-6409 IILDSON WI 54016-7708 CONDITIONAL APPROVAI. - PLAN APPROVAL if XPIRRS: 03/0812020 identification Numbers Transaction ID No. 3071308 SITE- Site ID No. 844786 Oeverinly Homes Please refer to both identification numbers, 747 1 SO"I-H St above, in all correspondence with the a ens Town of Hanuaond St Croix County NW 1:4, SWIM, S30,1f29N, R 17W Lot: 3, Subdivision: Emerald Acres FOR: Description: At-Crade.St•stem f4 Bedrooms -:Yew Construction) Object Type: POWTS Component Manual Regulated Object ID No.: 1736828 Revision; Maintenance required: 600 GPD Flow rate; 36 in Soil minimum depth to limiting factor from original Ereiclc; System(s): At-grade Component Manual, Version 2,0, SDD-108i4-11 (N.0307, R. I: 12), Pressure Distribution Component Manual - Ver. 2.0, SRD-10706-P (N.01'01, R. 10;12); Effluent Filter I The submittal described above has been reviewed for cunl6miance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDI'I IONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any cnmMment manual(s) referenced above. The owner, as defired in chapter 101.0l(I01, Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stars. The following conditions shall be met during construction or installation and prior to occupancy or rue: • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • With new construction; it is recommended riot to activate the pump to the dose tank until the tanks are pumped prior to homeowner occupancy. • Wastewater generated from contractors cleaning of equipment and tools and)or Iefi over construction products shall not be discharged into the drains discharging to the private onsite wastewater treatment system (POWTS), Waste generated Shall be properly disposed of on-cite or ofTsile. • Any tall grasses, leaves and shrubs shall be curt short and removed prior to tilling the surtace for installation to prevent malting under the dispersal area. All loose organic material to be removed from the POWTS Dispersal area. • Prior to construction of the dispersal area check the moisture content of the soil to a death of 8 inches. Smearing and co npctmg of wet soil will result in reducingthe infiltration capnity of-the soil. Proper soil moisture content can be determined by rollinga soil sample between the hands. If it rolls into a 1 4- inch wire, the site is too wet to prepare. Kit crumbles -site preparation c_an_ruceed. If the site is tow wet to prepare, do not proceed until it dries. SHAUN R HIRII Page 2 318+2018 • Divert surface water from POWTS Area. • All piping shall conform u) SPS'1"able 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 38.'.30 (1 1)(c) • Tank Installation to follow all manufacture's recommendations. • Pump Floats to he set and verified per approved plan. Anv changes may result in pump resizing to rice[ TDH and CPdt Specifications. • Verify property line(s) prior to installation. • Well setbacks to meet chs. SR 811 R. 812. • Area% that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil available Inr proper treatment. If no other site is available, trees in the basal area of the at-grade must he cut off at wound Icvel. A lamer fill area is necessary when any of the above conditions are encountered. to provide sufficient infiltrative area- s SPS 383.54(1)(c) The management plan for a POWTS shall specifically address the servicing mechanics of an aerobic or anaerobic treatment tank m a holding tank w:herc cithe, of the following conditions exist: 1. The bottom of the tank is located more than 15 feet below the clevation_where the servicingpad is located. 2. 1 he_bottort of the tank is located more than 150 feet horizontally front where the servicing pad is located. Owner Respunsibilities • The current owner, and rash subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual autFor owners manua! for the POW'TS described in this approval SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner most follow the contingency plan as described in the approved plans. A copy ol'the approved plans, specilicatiuns and this letter shall be on-site during construction and open to inspection by authorized reprresnn[ntives 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 construe tion`installationi upcral iun. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state slats 101 .12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. 'I he above left addressee shall provide a copy of this letter and the POWTS mauagenient plan to the owner and any others who are responsible for the installation, operation or maintenance of (hr POW'TS. Sincerely, Fee Required $ 85.00 ./.yin j~ ne.trzz' This Amount Will Ile Invoiced. When You Keceivc'Ehat Invoice, Please Include a Copy With Your I im Vander Leest Payment Submittal. Private Sewage Flan Reviewer , Division of Industry Services WiSMART code: 7633 (920ylt)2-2214 . Men- Fri, 6:00 a.m. - 3:30 p.m. [inl.vanderleescayki goy cc: Edwin A'I uylor, Wastewater Specialist, (715) 634-3484, Mon-tin, 8:00 A.M. - 4:30 P.M. SHA'.IT R MkT; PaYC SIN 2k, IS • Divert surface water from PON'T_S Ares. I • All piping shalt conform to SPS Table 3and SPS Table • Insulate building sewer beyond 30 feet per SPS 38'.30 (I l hoc, ) • Tank Installation to Riluw all manufacture's rccommendatiops. • Pump Floats to be set and verified per appruvcd plan. Am changes mme_result in pump resizing to meet TDH and GPM Specifications. • Verify property line(s) prior to installation. • Well setbacks to meet cF.% 4R 811 & 81_. • Areas that are occupied wilt; rock fraernenu, tree roots. stumps and houiders rediwv the amount of soil available for proper treatment. V no other site is available. trees in the basal area of t'ne at-grade must he :tut oa at L.-ound Icycl. A larger fill area :s necessary when any of the above conditions are encountered, to provide sufficlen! infiltrative area. • SPS 383.54(l)(e) the management plan for a POW-1S shall specifically address the servicing mechanics of ar. aerobic or anaerobic treatmen::ank or a holding tank where either of the following conditions exist: 1. The bottom of the tau islocated more than :5 feet below the elevation where the servicine pad is located 2. The bottom of the tank is located more than '50 feet horiznntalh from where the servicingpid-is IC?rAtcd. Ow uer Responsibilities • The current owner, and each subsequent owner. shall receive a copy of this letter including instructions rcia:ing to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and or owner's manual for the POWTS described in this approval SPS 383.54(11. • In the event this soil absorption system or any of its component parts malfunctions so as to create e health hazard, the property owner must follow the contingency plan as described in the approved plans. A copy of the approved plans, specifications and this letter shall be on-site during constntctior and open to inspection by aithorized representatives of the Department, which may include local inspectors .AU pcm-itn required by the state or the local municipality shat; be obtained prior to commencement of construction:' installation 'operation. In granting this approval the Division of Indusm Services reserves the right to require changes o- additions should conditions arise making them necessary for code compliance. As per state stair 101.12(2), nothing in this revic" shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at dre address on dos letterbcac. The above left addressee shall provide a copy of this letter and the PON'TS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Requirec S 85.00 lm ~ leela~ This Amount Will Cie Invoiced. When You Receive That Invoice, 'f in] Vander Lrezt Please Include a Copy With Your Payment Submittal. Private Sewage Plan Reviewer, Division of Industry Services WASMARI code: 7633 (920)492-2214 , Mon- Fri, 6:00 a.m. - 3:30 p.m. 111:1 vanderleest(aiwi.gov cc Ldwin A "I-aylor, Wastewate- Gpccialist. (715) 634-3 484, Moo-fri, 5:00 V%l, -1:30 P.11- i Cover Page Shaun Bird Bird Plumbing Inc. 1432 1201h St. New Richmond Wi 54017 715-246-4516 Date:2/20/18 Owner:Oevering Homes Location:NW 1/4 SW1/4 S30 T29 N,R17 W 747 150th St. Hammond Manuals Used: At-Grade Component Manual version 2.0 SBD 10854 (N. 03/07) Pressure Distribution Manual version 2.0 SBD 10706-P(N. 01/01 R. 10/12) Page# 1. Cover Page 2. At-Grade Plot Plan 3. At-Grade Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Contigency plan 9. Fitter SpeciBca ` s Attachments: S T ,st Shaun Bird-- Signatu _ LicenwrrOmber 226900 t E 26 ??iP Page 1 of 9 1 System PLOT PLAN PROJECT Oeverino Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 NW l/4 SW 1/4s 30 /7 29 N/R 17 W TOWN Hammond COUNTY ST. CROIX SYSTEM ELEVATION 94.0' DATE 2/20/18 BEDROOM 4 CONVENTIONAL. AT-GRADE XXX CONVEN] IONAL LIFT IIOLDING TANK MOUND SEPTIC TANK SOLE 1255 gallons L11''1' TANK SIZE. DOSE TANK SIZE 765 HOLDING 'LANK SIZE LoAi) RATE .6 ABSORPTION AREA 1000 # or chambers none BENCHMARK V.R.P. Top of foundation ASSUME ELEVATION tea' Filter- Lifetime Filter ❑ BOREHOLE O WELL :11 R.P. sarre as benchmark Scale = 1/4" = 10' Pro 4 2 Acre I of Bedroom I louse Well is to meet all WDNR setbacks 135' B.M.` 150th St. Grading to be done to divert run-off away from system R-3 94.5' 1-71 I fuffcutt Combo Tank 94' 93.5' Area 15' below system B-1 is to remain B-2 undisturbed 3% Slope Drainage Easement t Property Line i 1 At-grade System Sloping Site Cross Section and Plan View ' ` - - Feet I Dimension 6 B_ ti:•:....}. 20 r) 2.0 r.: :.r. r.: I E 5.0 F 0.5 J ..r ,•(y. y~ n•.:.. .:.r-S: :~:~r~l~.~r:. 1 ll l.V li 1 .rv. L•\4:}:Y:::.::.:}:}::.Y•.....•a:1vr✓.:.ruv~..~..•'~~~ya:i✓:~~.~...Y t 1 L L7 E • lib B W E - l3 1 - 1 = Plowed Clean aggregate _ q in. sch. 40 pvc 1 1 basal area r{'1• to 2 V, in. dia. observation pipe Lateral with 2" Topsoil Cap i aggregate over pipe Observation Pipe Ueorextilc v Fabric With Cap .rr Ft Lateral 11)cL*lt r•r r•r•}•r. r. 1 opsml Cap ? r r . r•r r r r Ff:: r.r r r.r r r r.r { r r vT r r r•. r.?•r Ft C.on LU,lr - ) ~ ? ; v u r % y r:r,:r -r•r r r r~ :::}r}r}r: } J ~ t.. v v \ } 1:1r}rte?} } ----p ~PIo„tiedSur,a Slope Direction GENERAL INSTALLATION: The at-grade area is staked out along the design contour. Existing vegetation is mowed and raked off the site. The basal area (l. x W) is staked out and plowed with a moldboard or chisel plow. Plowing may not proceed if the soil is wct enough at the plow depth to form a inch soil wire when a sample is rolled between the palms of the hands. The A x B area is covered by clean aggregate deposited overhead by a backhoe. Special care must be used when placing the aggregate to minimize compaction of the plowed surface. After the topsoil cap is placed, the entire at-grade is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The observation pipes are perforated in the lower 6 inches and secured in place. 03/05 Igl Page of Pressure Lateral Layout One Lateral - End Manifold - "threaded Cleanout Lateral Turn-up Plug Force Main - L long Sweep 90 Bend { J/ Pressure System Construction Distribution Net_wtlrk S ecifictions Lateral Diatnetrr In.: Laterals are constnicted of Schedule 40 PVC Chirice Diameter z-In. I pipe. Orifices are drilled perpendicular to X (Orifice Spacings In. the pipe with a sharp drill bit and face down. L Lateral Length) t. Lateral turn-ups terminate with a threaded -1 cleanout plug and are enclosed in a 6-8 inch Force Main Diameter in. force Main Lenl,- rt h „ in diameter lawn sprinkler valve box accessible Ft. from finished grade. Grade 6-8 Inch Lawn Sprinkler Valve. Box \ 03/05 Igj page of - Septic-Dose 'Wank Cross Section .And Pump Performance Specifications I~ Pump Manufacturer ' / ~P Model Number Total Conk M Tan model anufacturor Number ~ht 1-- - - L 'rank - --k Capa'cit Alarm Maaufacturer ~Alarm_ModelNumber Matt. Bury Depth l J - _ - - - Swrtch TYPe . _ ,r~z_ ~ _ - Filter Manufacturer Total Dynamic Head (TD Feet Fitter Model Number Blevation Head Distal Presstire Network Loss - Minimum Pump perforn=We Required Force Main Loss Y. - - - GPM IZ! • .~Ft TDH j I total Outlet Manhole Min. 4" Above Grade With Manhole Min. 4" Above (iradr Locking Device. laid Manhole With Locking Device \ 6" Below Gracie Sealed Watertight Securely Mounted \/1 _ Weather-proof Junction Box ~ . - - Finished Glade - ~ ~ - t~ - Vern Min. 12" Disconnect Above Grade Means • With Vent Cap Outlet Filter Inlet iniet Dame - - A Switch SCOW and Reserv : Capacity Tank Volume - GPI - 40 WceP Dimension Inches Vo~7~ral.. R Hole (reserve) A Off ElevaU -on (alarm) B 2 C (dose) (dead) D Bottom s D Elevalion Total 1 Ft ~ r ~+rr- GENERAL INSTALLATION: The sapticldow tank is bedded and back filled in accordance with the maneufacturar's product approval specifications. Maxitnum depth of bury as specified by the manufacturrr nray not be exceeded witl►out prior 8pproval. Manhole covms exposed to grade have as effective lockmg device (padlock) installed. Piping at the inlet and otttlot is of approved malarial connected to the tank with watertight fittings, and laid on stable soil to prevent sealing or sagging. The fora main is sleoved with 4" Sch. 40 PVC to bridge the tank excavation and the sleeve is sealed watertight. Iileetrical servieecomplies with NEC 300 and Comm 16.28. l 02/05 Ll Paw - -Of FYNAV1i i- o •v r:.e M,NU'i C•v ti ICcST AND CLYIA1ERtNC. N ti(.11 LIrL 152/` li 53 MODEL !52 tt 771 j' _ -r, -+r Llta(s '11G., L te 10 eel Meters ,w -I 1 5 i 5 i Bt3 261-29, 1 i3 _ 10 I i i 15 201 I 61 76 12 40- t52 I 15 a 6 j 33 I 201 j 61 23' 1 ~I j I 20 6.t ! ca 167 52 197 3f. 1 -257 7.6~ 3e 129 I a2 i 159 a B~ SO 1 91' 23 1 e? 1~-~tz5 JI - I ~S (I' 7 - - 22 63~ 20 _T 11 42 40 r2 1 144 ~I •iJ _i u 7G 40 gJ flL~ 'll ll .CAL LCNS T - r - :-OW PLR MIN.'L CONSULT FACTORY FOR SPECIAL APPLICATIONS } • Timed dosing panels available. • Fjectncal allernalcrs• for d~pex 5yslells are avat&e and Sufi" o w"ll an alnml • variable level control switches are avalab,e fix 0ortronm9 51119c: prase Douboubll ns. • e piggyback variable level float svrdMes ale available for variab e ~ - I level Icng and shod cycle controls. 6 . ~ • Sealed Cvdk Box available for outdoor mstd4aton6. See F?A14213 • Over 130'F. (54'C.) special quolawl required t2 ~t/5 _ 157!153 Serves -i- _ I51157 YODELS cYM(a $4etba1 '•r 9 ~wTvab-vk I me& rums s'm>Lilex_ OYw~ ! _ - 'Lµ~T~ 5 y _ 2aJ _ -II sulw• N-152 ; 11__1 Non_8 115 t Au bra 7M 1 Non U3eD 2x' 'L I BNI52` _ m _43 t 1 243 L 7152 )30 aE152 1311 4NU 43 l IrtIY:_)rxl I N1113 115 1 Non 165 I W 243.--! SELECTION GUIDE r`.BN753 Its 1 AYm lay Ilc'L1bC 2v,3 lava-cle level nowt F IS3 2D 11- Non S i 2 w 3 • 1. Srcxtle D99Y~'k va(IaDI? ie•'e. Mat snlrll of Ccuba pg9Y _W1- t3o t _ MI 53 1rcIYM 2w3 syipyt Refs TIFNOaP S._ ~ o ewuTro~i- tarconesowelWEkNical AAernam(F.Fak 1 See ;II P:.' instalucan at cnnbob• D(otecbon ids bl and wYing smuld be done by. goaufied 3 l'ariatle level clnbol sun 1"225 used as d tOnllO'auZrdror, dpe0.'y dupls. j31 Kensed evu''Ian. AA elecbical and artaty codes eaoum m rWYnee'WUdmg UY -9 ~ 141 M.N: en. 'aintNaiming EleI Cods jI and the OceapatenL Salety and HSI Act (OSHA) RESERVE POWERED DESIGN F or unusual r.Gndihons a reserve safety ;actor is eagmeered into the design of every ZeeCer Pump_ - WVL TO: FO. !),jy 1634, - - © - ® i"To. 36,9 epts6 C.t4I MatYta:NYJSN. s u TO. lsi n ume Ky 10211 s Sircr /9Y9 LW SrilE. KY -1^6+ O j5^, iJ&777' • 1 rE00.' 92&PbNo M4alM•nsrzoMlv.com / W :AK (567) 774 7671 0 Copynght 2000 Zoeller Co An Nhis teserved. i POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page-or FILE INFORMATION SYSTEM SPECIFICATIONS Owner Septic T ank Capacity / r Permta Septic Tank Manufacturer r-,l O NA -'u ESIGN PARAMETERS Ltfiuert Fitter Manufacturer f 0 NA Number of Bedrooms 0 NA Effluent Filter Model 0 NA Number of Public Facility Unts -NA Pcmp Tank Capacity A 7E gal r- NA Estimated flow (average) f~ /y~ Uda Pump Tank Manufacturer 0 NA Design flow (peak), (Estimated x 1.5) ailda Pump Manufacturer l.JP ❑ NA Sal Application Rate 9alldaYrR` Pump Model` ❑ NA StandeM lnfiw t/Efflucnl Quality Monthly average' Pretreatment Unit _NA Fats, Oil & Grease (FOG) s30 mg/L 0 Sand/Gravel Fitter 0 Peal Filler Biochemical Oxygen Demand (BODs) I <22D nV& O NA '1 Mechanical Aeration 0 Weiland Total Suspended Solids ('SS) <150 ng7L 0 Disinfection 0 Other Pretreated Effluent Quality Monthly average Dispersal Cell(s) 0 NA Biochemical Oxygen Demand (BODE) I s30 mgrL 0 1n•Ground (gravity) Cl to-Ground (pressurized) Total Suspended Solids (TSS) <30 mglL ANA At•Giade 0 Mound Fecal Coltorm (geometric mean) 510" cfu/1 D0rrI 0 Drip-Line 0 Other Maximum Effluent Particle Size k in dia. 0 NA Other: 0 NA lOther. Other:...- 0NA 0 NA 'vaiues typical for domestic wastewater and septic tank effluent other AINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: month s) (Maximum 3 years) 0 NA Pump out contents of tank(s) When combined sludge and aunt equals one-third (rh) of tank volume 0 NA Inspect dispersal cek(s) - At least once every_ 0 month(s) - (Maximum 3 years) 0 NA _ _ A3YeaKs) Clean effluent filter _ At least once every: ear ig(s) 0 NA napect Pump, Pump controls & alarm At least once every: _ 0 month(s) 0 NA = :yes. pL _ 1ush laterals and pressure test At least once every: 0 month(s) 0 NA )td=year(s) Rtrec At least once every : - 0 moth(s) NA Oyear(s) Jitter MAINTENANCE INSTRUCTIONS inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications' Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POV ITS Maintainer, Septage Servicing Operator. Tank inspocbons must !include a visual inspection of the tank(s) to identify any missing or broken hardware, Identify any cracks or leaks, measure the volume of cembkted sludge and scum and to check for any bak* up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to shack the effluent levels in the observation pipes and to check for any pondng of effluent on the ground surface. The porhding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third I%) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent fitters, mechanical or pressurized components, Pretreatment units. and any servicing at intervals of 512 months, shall be performed by a certified POW7S Maintainer. A service report shall be provided to the lord regulatory authority within 10 days of completion of any service event. Page _ of START UP AND OPERATION For now construction, prior to use Of the POWTS check treatment tank(s) for the presence of painting products or other chemicals then may impede the treatment process and/or damage the dispersal cell(s) If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the Infiltrative surface. During power outages pump tanks may fill above normal highwater levers. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring pourer to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb of compact, the area withlit 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWT~5: antibiotics; baby wipes: cigarette butts; condoms; cotton swabs: degreasers: dental floss; diapers; disinfectants; fat: foundation drain (sump pump) water, fruit and vegetable peelings; gasoline: grease; herbicides; meat scraps; medications; oil; painting producla; pesticides; sanitary napkins; tampons: and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taker. out of service the following steps shall be taken !o insure that the system is property and safery abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be dis onnected and the abandoned pipe openings sealed. is The contents of all tanks and pits shall be removed and property disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shah be excavated and retrieved or their covers removed aid the void space filled with sail, gravel or another inert solid material, CONTINGENCY PLAN If the POWTS tails and cannot be repaired the following measures have been, or must be taken, to provide a code oompfard replacement system: ❑ A suitable replacement area has been evacuated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by regained setbacks flan existing and proposed structure. lot lines and wells. Failure to protect the replacement area will result 0 the need for a raw sal and site evaluation to establish a suitable replacement area. Replacement systems must comply with the ruleel in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technologV a holding tank may be installed as a last resort to replace the failed POWTS. - The site has not been evaluated to identify a suitable replacemerl area. Upon failure of the POWTS a soil and site evaluation rmist be performed to locate a suitable replacement area. If no replacement area is available a holding lank may be installed as a last resort to replace the failed POWTS. _ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comoly with the rules in effect at that Limo. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE Or A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name . - Name r _ Phone Phone SEPTAGE SERVICING OPERATOR UMPER LOCAL REGULATORY AUTHORITY Name r , y~r Name Phone - % r i--~ one This document was dialled in oonpliance with chapter SPS 383.22(2XbX1)(d)&(f) and 383 54(1). (2) & (3), Wisconsin Administrative Code. .I 7 t I`~ \ I 1 ! II i, Avis I I I m_ Q I Q F r>> a' I ce ~ u O ( a Z C v~t Y ta'c ~ U V ~ :.r yrOqucw y CJ i I w I 2 Z80 AO~ IOWA= So PT poow%4v" 46&7r I 1 i E / s / or sr r i -3 ~ i s.~o7~6io ta~~oo so Ft / MN np -,OOSAO I i ~w4rre ts• ~ / M&OD * I LAO AO I wb I i ,i 1117AM YO FT is a 11w ~ f ,08SAO OmpFt 4 1 ZQQ ~v F1~ • ,onaAO 3 ,oo-; r 04 Wisoorwn Department of Commerce SOIL EVALVAT'"'ORT Page of Division of Sauey and Btxlnngs - in axadance with Comm 85 l-S .,.e adh co pa ~r0 county Att -t mplMe an plan on per not less eun 8 1/2 x 71 ,rr 5 must include, but not Boded to. vertu[ and honzontal roferen, and Parcel 10 - , -i percent slope, sr410 or dimanvor t, north arrow, and, ;0 nca to nearest road. j 114 i Please print all informa.un. Re by 1 Date ParsonN udpmMgn you pronee mry W vsrd 1a leoondery purpoAx lPMSCY Ua a t 501 (1) (mil ~ ~ B Pmperly Owner Properly Locaoor z! CW Lol . 1/4', !d 5 l T N R' E to W j ProPeM Owner's Mailing Address Ldp Bkrlta Std Name clfCSW J r J-Z ' State L ' Code Pfxrme Nlarlber Road Q Crty O Village Town Nearest Road N Constructtort Use Residential / Nwtble of UuWooms _ Code derived design !low rate ✓ GPD Raparement Pudic or oonnmomal - Descnhe. Pere" material A, Flood Plain elevation d appli _ General comirrients and ramrtrrtdab Q~ MAN GCI.[, _ mmsrmdeli and orls: t '7 t System Typo System Elevation a Boriga o Boring 0 Pit Ground surface eiev. _ ' _ R DepM b Yrt11Mg factor _.r__ L_ in. Soil icaaon Rate Fbr¢on Depth Dominant Color Redox Description Texture Structure Consistence Boudary Roots GPn f In. Murmsea Qu. St. Cons, Color Gr Sz. Sh •EfNr1 -ER7a2 B,,"a El Bo" 0 Pit Ground sunaca elev. _ R. Depth to Nnaing lector , n. Soil ration Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRf n. Mumsell Qu. Sz. Cot Color Gr. Sz. Sh 'EffN1 'ErM2 L, Efflarmt $1 - BOO. > 30 < 220 ng/L and TSS >30 < 150 ' Effluent #2 = 800. <30 mWL and TSS < 30 mg/t CST Name (Please Print) ure CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address _ Dal, Frnluntnn Condudvd Toophorr: Numbor 1432 120th St, New Richmond, WI 54017 715-2464516 p¢41~y r»mrr_ vin Ud Lt k _ / Page of a Bxnq Bonng ❑ Pit Gouno stAace elev. j _ : h Depth to kr iUng Iacux n. Shc icatbn Rxe Horizon Depth Dornatant Gdu Redox Desorption Textue Strim"O Consistence Boundary Roots GPDMf in. Murrell Qu Sz Cott. Cola / Gr Sz. Sh. 'Effe1 'EIfp2 Bongo Borng ❑ Pi, Ground surface Nev. n Depth to laniting facto in. Soil Applicaton Rare 1lonzon Dep'!h Domrtartt Cda Redox Desorption Temae Stnx:tue Consistence Boundary Roots GP DM IrIr it Murrell Du. Sz. Cont. Cola G. Sz Sh 'E"l 'EM2 I I i i Barge ❑ Boong ❑ Pit Ground surface eiov H Deptlt to hr iing factor In F Sol eon Rate Hrxtzon -*)th Donrvnant Color Redox Descnpbon. Textwe Struck" Cormsfance Boundary Roots GPDM I n. Munsel qu. Sz. Cora. Cda G+. Sz. Sh. 'Efff1 'Effp2 i F~I,QI+I x : t lr-, i {f. ` . 2: r-,grL .arx: TS`_ - 150 mq4 'I T Jent 72 - BUU, • -30 n (4L W'd TSS < 30 nVl- -I he Department ,mnicrcr is an equal opportunity scr icc prodder and cmplovcr If voo need assistance to access services or need :na'enal ir. III alter late tViuiai, phase ammet die deportment at 608-266-31 S I , TTY 608-2tA-8777_ SUU r)101R Mrs', PmpMy Ovwpr _ _ Parcel 10 # Page of _ _ J Boring# ❑ ^^g G Pt Ground surface eiev. ft. Depth to srnAg facto SQ U it_ sd Application Rate Holaon Depth Dominant Color Redox Description Texnae Struch- C lslgetnce ecu Roots GPDIR in. Munse9 Ou. Sz Cont. Color Gr. Sz. Sh. 'Eff#1 'E##2 y . Boring # ❑ ❑ Pil Groundsurfaceeiev ft . Depth to imbg factor _ in. Soil Application Bale Horizon Depth Dominant Color Redox Desorption Tefinee Siuctue Con ef,,oe Sotrnrfary Roots GPDN n- Mu1sa11 Ou Sz Cont. Odor Gr. Sz Sh. 'EfWl 'E##2 Sorev # ❑ Boring ❑ Pit Ground surtooe "v. ft. Depth b 111b tailor h. Sill Applicedon Rate Horizon 1" Dominant Color Redox Description. Te)M" Sbr u Comastence Baadary Pmts GPDtt n. Murues Ou. Sz. Cont. Colo Gr. Sz Sh. 'E1Aa1 'Eff#2 Efteril #1 = BOD, > 30 < 220 ngtL and TSS >30 < 150 RQ& ' HBucet A2 = Boor f 30 mgt. and TSS < 30 ngt The Department of Commerce is an equal opportunity service provider end employer. If you need assistance to access services or need material in an alternate format, pleasc contact the department at 608-266-3151 or TTY 608-264-8777. seo+riopaoo Soil Test Plot Plan Project Name Oevering Homes Shaun Bird Address 1433 Cernohous Ave Suite A - New Richmond Wi 54017 ~ CS'1'M #226900 Lot 3 Subdivision Emerald Acres Date 2/20/18 N W 1/4 S W 1/4S 30 T 29 N/R17 W Township Hammond 0 Boring Q Well PL Property Line County ST. CROIX kii, BM or VRP Assume Elevation 100 ft. Top of foundation System Elevation 94.0 •HRpSameasBenchmark Scale = 1/4" = 10' Pro 4 2 Acre Lot Bedroom House 135' B.M.' 150th St. R-3 94.5' 94' _B_ 93.5' B-1 3% Slope B-2 Drainage Easement I 11 Property Line UO RFCFIVFfg yn d r- ) nn Safety and Bluldings Division I f ) s'..; I N ~~`1 L U 21 i 201 W. Washington Ave.. P.O 9ox -162 Sseury Pamrt Numbs no be filled to by co j) T. Madison, V11 53707-7162 _S MUN1TY 7YD0 COUNTY Madiwn V11 53707-7162 DE1fELOPME , W Sanitary P4ennit 213OD284,4sXS- Sias-Ttamauno{pmbc W +r,undmrs wim SPS iB3il Q). Wiz AAm C'ode, vsbmssrn of :hu inn :o tuc approlwsac t., r ' t'' 7 ~ is rjttnd pnm v, obanoa8 a waits) puma Note:.4ppl,catI : forme for cw.wl POKTS uefm roar Ic sdxmpcA a Hoica Address ;J ds4osat Wn madmg eddsas) rh< [kpmEVr>b of Safety nd Professimal Sauies. al ioou ovide. uw scam Ptsun 1 t _ in arwrdmu:e wtA the l4rvxu lsw s. tS.Ga(1 HmA JUU F,v\-yam / ~1 11 i. AppGcabon Information - Plw Pr W AX lnformatioa _;ornwoo--y-~~).~LL 1 / 1 / / j 1 .`t/ . / ' Pnpatr Uwac's Nmoc f J -"T Pm d N I vt r' i ~I .rr ~ / r Ptapp!y Owvr's blmlmr, A1s ^_LY,G' Z r Progeny lrcatrm C. y_ 17. /L' Cny Shoe LP Coek Phom Numlxr / T I, - y__ sGQ4pp I D-T)Pe of ~CTJwldi r t TL- N: R~ /-F W yyy''' nY ( eck all that apply) [ [m E Fa A Dweamg - Numoo of Hcdmcns Ssbmvisivo NAM BK I Hlori -1+...~ ; tXll'~ f r i )Ntbhc omm aa -Deseabe Cm - lib d ~J Cm of '❑St-tlw?cd-iXscnbAu__ t',S'A Nmobr. Vdlw of _ own of y. 25 1134 TTTTTT^^^^^^~~"``` III. TYPO of Permrt: P-k only ooe boz oa hne A. u plc f ine B v. e) Raplammml Simar. ~ ~ fnx L oldi~ R t)ma µ~cpoc to B. Pctmit Revcwd Pm I Re m. r Petmt l rr Lsa sous Pwna Numbe and Dale lss•-: /._J [J C'_rarpr n. sra b hew Hciuc P-vpa-+um I I fV.T-u•. ofPOWTS SystakKoopoornt/1)EVicr. tl:bckae that nyly aJ A' V J 1 Moo-Prtssvr:rrA rn-crowd f'. Pnuuvsd In-Grmod LI At C,&d; ~ and > )a isy of smmbk soil LI N1osmC 2< n ofsuinrDlc wil -I U IlnE d > tmt n hlpv Cmrvmna (",AAA) _ I'earrmrzsep x(eal'IaK)_.' I/ V. Dm sal?ro eot Area Iaformatioa: ,v s I~Iks®p Flo ;gpd) Dos/sg/o SOil pplicasavR fl Uupr~nal ?aaFjiuvOil N tyerrn Plevurnn rya Twl 1 sv o. Menutacmra 4 6allosm :Wvs I 7osS U I o f 1.ew Tula Ecinr tmv i Q.0... ~~•K.f y 2 a atu i a v ~ I~ I n s - - '-war V o- a i t Do-O's chmIk'. VTI. RtapnnssblBiy Sh4mE - Lr aaderv(;veQ a rapoaainibty fw iasOiama ul the PVR?S abotra a the atdehd Wan _ ---i Rr >9 nasur T Ptsmba sNemc (Psis:), ( I P ~ ._~µP/MPR5 h)gnbc Btmuas Phoeex ^l'''7) Z'j Plumter a Address (Sheet Cv)smte: [,9 VIn aat_v_frDeparis<at Use Oaly - proves I ssapyrou ~.."ermit Fee hale ucd TiciipE erd Sy~msuR teaoo lm Drnsal //•~II ~ IX CoodJS{vs pprwal 'J Q J ~ / Ard aitip«•s•s orM ~uN r D? p'r''c ! r,~r InI €C J p t ~~~((~fµA{, ~1 / /~'G4'~•*w~a as par sear n:fsemasY pL:n •r:, nae!t Lv Irlwncer. 1- _ _ w~ 2 Naelhank reSa,irer-xn,s msx;t uo rarrt.~icei 'WV^~t+..-~~Or•e+wn... ' as per pnccrbHrnh!/,nfnu.Y,[y. i•n.tW'Mp I, _r . - - Atbe~ r. c+plere Pays Isa Ke,iame sap samb u Ke i ramp wl. w toper nnor mst Kso 66 sr, : 11 iaeia u s Lot D Lt Sy6hr.. d o - r r. a SBD6398ix 11'11) System PLOT PLAN PROJECT Oeverino Homes ADDRESS 1433 Cornohous Ave Suite A New Richmond Wi 54017 NW 1/4 SW 1 /4S 30 iT 29 N/R 17 w TOWN Hammond COUNTY ST. CROIX SYSTEM ELEVATION 99.5 10/29/17 4 DATE BEDROOM CONVENTIONAL AT-GRAVE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1 .0 ABSORPTION AREA 600 tf of chambers none BENCHMARK V.R.P. Top of 1" PVC pipe ASSUME ELEVATION 100' Filter Lifetime Filter ~ ❑BOREHOLE O WELL •H.R.P. Sameasbenchmark Property Line Scale = 1/4" = 10' 3% slope 99, 2 acre lot d - 1 98, B.M.' 97' B-2 Huffcutt Combo Tank B-3 Area 15' below system is to remain _ Grading is to be done to divert undisturbed run-off away from system Well is to meet all WDNR setbacks 150th st. Pro 4 Bedroom House ter an"+'tT, DIVISICN OF INDUSTRY SERVICES 2331 SAN I UIS PI STF 150 B K GREEN BAY WI 54304-5211 -I s Contact I hroigh Relay P c hup Rasps w.go✓'Vograms,indusay services wwv+wiscons n.gov Scott Walker, Governor Laura Gutierrez, Secretary November 20, 2017 COST ID No. 226900 .417'N. P04a7S' Inspector ZONING OFFICE: SIL\LTl R BIRD ST CROIX COO\'I Y SPIA 1432 1201I I S'I- 1101 CARMICHAEL RD NEW RICHMOND WI 54017-6409 HUDSON WI 54016-7708 CONDITIONAL APPROVAL. PLAN APPI40V'AL LXPIRF.S: 11!20,'2019 Idcntillartiun Numbers - ! Transaction ID No. 3025178 SITE: Site ID No. 844786 OeverinL Homes Please refer to both identification numbers, 747 150TH St above, in all correspondence with the agency. Town of I lammond St Croix County N W 114, S W 1, 4, S30, 129N, R 17 W Lot' 3. Subdivision: Emerald Acres FOR: Description: Afound S'tseem (4 Bedrooms - A'ew Construction) Object Type: POWTS Component Manual Regulated Object ID No.: 1736828 Maintenance require,: 600 (;PD Flow rate; 25 in Soil minimum depth to limiting factor from original grade: System(x): Mound Component Manual - Ver .1 0, Slit) - 10691 P (N.0101, R. 1012), Pressure Dislribul ion Component Manual - Ver. 2.0. SBD-10706-P (N.0101, R. Illy 12); Effluent Filter The submittal described above has been reviewed for cunlormance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDI1lONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed appmv ed plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Stattilea, 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 14 5.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • Preserve dispersal area prior and during construction to avoid disturbance. compaction and use of the site. • With new construction; it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to homeowner occupancy. • Wastewater generated from contractors cleaning of equipment and tools and. or IcR over construction products shall not be d;scharged into the drains discharging to the private onsite wastewater treatment system (PO W'IS). Write generated shall be properly disposed of on site or off site. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed Front moumi area, • Divert surface water from POW" fS Area. • Prior to construction of the disuersal area, check the moisture content of the soil to a depth of 8 inches. Smearing, and conpacting of wet soil will result in reducing the infiltration capacity of die soil, Proper_ soil moisture content can be determined by rolline a soil sample between the hands. [fit roll. intu a I/4- inch wire, the site is loo wet to prepare. If it crumbles, site preparation can proceed. If the site is tor) wet u)prcflare, do not proceed until it dries. 91ATN R BIRD 'aec 2 112n,?n 1 7 • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (1 1)(c) • Well setback-% to meet chs. NR 81 1 & 812 • Tank Installation to follow all manufacture's recornmendations. • SPS 383.54(Ixe) T:ne management plan for it POW'TS shall specifically address the servicing mechanics of an aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist: 1. The bottom of the lank is. located more than 15 feet below the elevation where the servicine oad_ is located. 2. the bottom of the tank is located more than 150 feet horizontally from where the scrvicin_z pad is located. • Verify property line(s) prior to installation. • Pump Flnats to be set and verified ncr approved plan env chances may result in pump resitin to meet TDH and GPNI Specifications, • Areas that a re occupied with rock Iragmrnts. Bee raps, slumps and boulders reduce the amount of soil as r.ilablc fur proper treatment. I f nu usher site is available, trees in the basal area of the mound must be cut rill at ground level. A larger fill area is ncccacary when any of the above conditions are encountered, to provide sufficient infillr4tke area. Owner Responsibilities • The curren: owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance menial and or owner's manual for the POWTS descrihed in this approval SPS 383.54(1). • In the event this soil absorption system or any of its component pans malfunctions so as to create a health hazard, the property owner must Iitllow the contingency plan as described in the approved plans. A cop) of the approved plans, specifications and this letter shall he 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 shall be obtained prior to commencement of construction 4sta llation/opemtion. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary tier code compliance. As per state slats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above tell addressee shall provide a copy of this letter and the POW'I'S management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POW TS. Sincerely. Fee Required S 250.011 911 1 f/aaarv ar/ This Amount Will Be Invoiced. When You Receive That Invoice. Please Include a Copp With Your Payment Submiual. Tim Vander Lecst WiSMART code: 7633 Private Sewage Plan Reviewer , Division of industry Services (92092-2214 . Monday - Friday 6 am To 3:30 prn tim.yandcrleest'a wi>nmsin.eov cc: FAwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am I o 4:30 pro Si11V IN R HIHi) • All piping shall coufomt to SPS Table i84 311-, and SPS'I able 384.30-` • Insulate building sewer beyond 30 feet per SPS 382.30 (I 1)(c) • Well setbacks to meet chs. NR 811 R 812 • Tank Installation to follow all manufacture's recommendations. • SPS 383.54(1)(e)'I'Ihe management plan for a POW7"S shall specifically address the servicing mechanics of an aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist: 1. The bonom of the rani: is located more than 15 feet below tire elevation where the servicing pad is located. 2. The bottom of The tank is kocatcd more than 159 feel honzomal;s horn where the servicing pad is located. • Verify property line(s) pnor to installation. • Pump Floats to he set and verified per approved plan. Any changes may result in pump resizing to meet TDH and GPM Specifications. • Areas that are occupied wi& rock fra,mems. tree roots, stemps are boulders reduce the amourt of soil available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off at ~ ouncl level. A larger fill area is necessary when mrv of the above conditions are encountered, to provide sufficient infiltrative area- Owner Responsibilities • The current owner. and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance martua'. and/or owner's manual for the POWTS described in this approval SPS 383.54(1). • Lt the event this soil absorption system or arts. of its component parts malfunctions so as to create a health hazard, the property owner most follow the contingency plan as described in the approved plans. A copy of the approved plans, specifications and this letter shall be on-site during construction and open :o inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the stale or the local municipality shall be obtained prior to commencement of eonslnictiondinstallation~ operat ion In granting this approval die Division of Industry Services reserves the right to require changes or addirions should conditions arise making them necessary' for code compliance. As per state stars 101.12(2), nothing in this review' shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed bciow'. or at the address on this letterhead. The above left addressee shall provide a copy of pus letter and the POW7S management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POW'TS. Sincerely, Fee Required $ 250.00 T 9~ ~wrraf This Amount W ill Be Invoiced. [ .zm On When You Receive That Invoice, i Please Include a Copy With Your Tim Vander Leest Payment Submittal. WiSMAR1 code. 7633 Private Sewage Plan Reviewer , Division of Tndusn Services (920),192-2-214 , Monday - Friday 6 am To 3:30 pm t i m.vmtderlccs(i ii,wisconsin.go. I cc: Edwin A 7irvlor, Wastew'atcr specialist, C15) 634-_484. Moncia. - Friday 8:00 am To t 30 pm Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 10/2717 Owner:Oevering Homes Location: NW1/4 SW11/4 S30 T29 N,R17W 747 150th St. Hammond Manuals Used: Mound Component Manual Version 2.0 (N.01/01, R. 10/12) Pressure Distribution Manual Version 2.0 (N.01/01 R. 10/12) Paged 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and i 6ontigency plan 9. Filter Specificati and cross section Attachments: Soil Te Shaun Bird Signature. - I License number 226900 v Page 1 of 9 System PLOT PLAN PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave, Suite A New Richmond Wi 54017 NW I!4 SW t /4S 30 IT 29 N/R 17 N' TOWN Hammond COUNTY ST. CROIX SYSTEM ELEVATION 99.5 10/29/17 4 GATE BEDROOM CONVENTIONAL- AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE 'L'ANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. Top of 1" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL <H. R. P. same as benchmark Property Line 10 Scale = 1/4" - 10' 3% slope 99, 2 acre lot B - 1 0 99' B.M.' 97 B-2 Huffcuff Combo Tank R - 3 Area 15' below system is to remain Grading is to be done to divert undisturbed run-off away from system Well is to meet all WDNR setbacks 150th st. Pro 4 Bedroom House Mound System Cross Section and Plan View ` Dimension Feet - - J t ~ f'` l I B T I D - R' r < tity:;: ti i F S r /T. I X0 i 1 , l J_ t. , K ~ L yam rte w---.4e K B 7 _P Slope L - - r _ = Topsoil - ASTM C-33 = Clean aggregate - 4 in. sch. 40 pvc t t Cap Material sand fi I I %z to 2 '/a in. dia. Q observation pipe Geotextile H Fabric ter„ - D E FtContour Plowed Surface 9 B ~ ~ Slope Direction GENERAL INSTALLATION: The mound area is staked out along the design contour. Existing vegetation is mowed and raked off the site. The mound basal area (L x W) is plowed with a moldboard or chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a'/. inch soil wire when a sample is rolled between the palms of the hands. ASTM C-33 quality sand is placed immediately after plowing. Sand is placed with a tracked machine keeping 12 or more inches of sand under the tracks or is placed overhead by a backhoe. Special care must be used when placing sand of less than one foot thickness to minimize compaction of the plowed surface. After the topsoil cap is placed, the entire mound is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The observation pipes are slotted in the lower 6 inches and secured in place with rebar or a closet flange. 10/07 lgj Page 3 of ~ Pressure Lateral Layout Two Laterals - End Manifold f- Threaded ` Cleanoul Lateral Turn-up 0 Plug Manifold M 1 X - Force Main Long Sweep 90 Bend Distribution Nebo k Specifications Pressure System Construction Lateral Diameter Z In. Manifold Diameter _ Z-In. Laterals are constructed of Schedule 40 PVC Orifice Diameter S/3 In. pipe. Orifices are drilled perpendicular to X orifice Spacing) 2 In. the pipe with a sharp drill bit and face down L (Lateral Length) Ft. Lateral turn-ups terminate with a threaded M Manifold Length L _ Ft. cleanout plug and are enclosed in a 6-8 inch Force Main Diameter In. diameter lawn sprinkler valve box accessible Force Main Lea G Ft. from finished grade. Grade 6-8 Inch Lawn Sprinkler Valve Box Page -9 of~ _ 03/05 lgj