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HomeMy WebLinkAbout032-2174-15-000W wDIM ^N" �^ Og` PRIVATE SEWAGE SYSTEM Sl CroY z..nw N•x.ea..a s-.s.c..aw INSPECTIONAAglTO REPORT 615316 GENwI.1.FORMATION IATIPCN a PERMIT) iy,iox° mw.IVc+ryu II115 I Vogl Toll OevenngNHomes LLCa on u. TOWN OF SOMERSET 032-2174-13-000 n....m.Fws °° 9f., 27 31 1 N 1470 TANK INFOR TION ELEVATION WTA INTOE uANUF/dNREIR 3 WOGiT' STATION EL£v AI "I IONIOBldg SEMI R,pnpBAN IN,I 9•z 9z. TANK SETBACK INFORMATION �� \ TANK TO PQRMIELL all- "°°` APSE+ 93 31. D BI °"t `°. Rat .d s."`" PIIMPMIPNON INFORMgTON Fw ryWe 3•t'. ,B•S •.PNNNua L� m.m1, `P37' s, !^ IlM 2.Lk 99. POP zsO •Z Lq.n , PaZ„ uwa cm "I 06dl W rm P mhm 3 8e MTo as e;FJ _ TRFUR "'EL .. .m 57 7 /o 0R1 -x a.r i3,'1iRRB�niP^Cta tT ir- Y 44MV, SOL COVER NING muw $ �..n Out O=Ni —.. E ENO �.. COMMENTS (III III eno.p.nsa paema Milli. ely ,I a .Ira LIN, Ce.` R 7"1 °se•GrmIBaN,sftOxPum,a.W,m IX° 7Don Z 19 �fk4o,x.5 d— Lk4 E INN. 6-s L#1347 W w a a � G3=� S. wa=a ssne emnn... O eornv �.rw�waw.roaeu.r.w�r �.�R -7 MQv is M1MYecn WI5370,-„K /_I5310 S 1i ��•Ce�ncmrt Appl LatiO - C w�/ Oo O��-7V7� /s• A` a.o.nr� a-L Si 19.iv rp Ap - L Ark �� aiee..r .,w rin x.. .S ❑cram ❑w.i..c W- uw.. ❑s.aom-o..,x� oYm.. �.,,� S� wryw cem. e. w.e..oe im.. omo�.au..a a.nWmnkl -_ i a.a..,ms„� - �rwimre2m<.a��r Cwe.nmi4uu.mxi.,.w ,�imr mom — m cea..u,.... O�e o.,.w. 0. Dw .,...awu.m e Goy; IW v 5 ..,.". .t um oy _. c. am,. t�a°'.°:Pne.w 3� faw'QA .sa.. .l�.l-.^..q,..•. ee mrauup Nam- I k All IZ D�- �OJ4 Cover Page Shaun Bird Bird Plumbing Inc. 1432 1201h St New Richmond W 15401 7 715-246-4516 Date. 5/9/19 Owner. Oevenng Homes Location: SE 1/4 NE 1/4 S27 T31 N,R19W 1970 57th St System type. Ingroundabsorbtion system(conventional) Manuals Used: In-grourid absorbtion system (version 2 0) Pressure Dlstnbution Manual (version 2 0) Page# 1 Cover Page 2 Plot Plan 3. EZ-Flow Cross Section 4 Maintenance and Contingency Plan 7. Fitter Specifications Sheet 8. Dose Tank C as Section 9 Pump C Signal Lice umber 4226900 Svstem PLOT PLAN PROJECT Oevermo Homes ADDRESS 1433 CemoBous AVG Suite A Now RwNmand Wi 50017 $E 1/4 NE 1/45 27 /T 31 SOL 19 W TOWN SBmerow COUNTY ST CROM SYSTEM ELEVATION 971ST 0569 1 5below pl9Ee 5/9/19 BEDROOM4 DATE CONVENTIONAL AT GRADE CONVENTIONAL LIFT XXX HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZL765 DOSE TANK YUF HOLDING TANS SUE WAD RATE 5 ABSORPTION AREA 1200 p of EZ-Flows24 kk BENCHMARK 4 RP Top o1 SE 101 Come! ASSUME ELEVATION 10 Filter Ufewe Film ❑ BOREHOLE O WELL .H R P same As benchmark Pm 4 Bedmom Heusr Hul ComM Tank 90' 80 QIIS Propetty Line 574sfi 1S M' System PLOT PLAN PROJECT OBVBnno Homes ADDRESS 1433 Cemonous Ave Suite A New Hammond An W17 SE va NE vas 27 1T 31 WE 19 w Tows Somerset COUNTY ST CBOIK SYSTEM ELEVATION 97 15]09691 V below grade 519119 a BEDROOM CONVENTIONAL. AT -GRADE CONVFNII0N%I LIFE ZEN HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LOT TANK SILY765 DONE TANK SIZE HOLDING TANK SIZE LOAD KATE 5 ABSORPTION AREA 1200 p of EZ-Flowe24 ,BENCHMARK VILF.Top OBElot Comer ASSUME ELEVeTION IN' Filter Lifetime Filter ❑ BORE11018 O wELI. +H R P. same as berehmark 574 sf Rob Bachmann 10' House HMffcuH Combo Tank m M• 3-3'X 80Cells with >3'spacing �Mxkxxw yD 260' 50' Vents B- Property Line Cross Section of a Three Cell EZ Flow In -Ground Dispersal Component Final Scale oer 9�e/pemlon j tort sepefelgoObservalIDn Pipe ^1— t 8 Geoledile Fabric 6 12 Steam m Elevator Ge6#'1 .// Cellfd ceg03 Design Florl +Loading Rate' = Required dispersal area /0 �OSq Ft Required dispersal areal a 50 (EISA) _ (number of units) Geole Tle fabnc to meet Comm 80 30(Si Wiry Ntlm Code Minimum of 12- of cover ever top of cell Two obearvaOonNent pipes to W pmntled per cell Not to scale Ce11101 Cell iQ n.� / pq Cell System Elevator 7 /r / Ft System Elevato//d /, a Ft n,, / Final Grad [qiJ Fl System ElevatryO Fl Final Grader c&t Final Gra O/,i/Ft f,,, r 11 Agizz -Fv �'*lce. 6 �� ceza , ' 'Jv ryt � 6&b&. ST. CROM COUNTY ' SEPTIC TANSM IRIIANCR AGRERMEN'r AND OWNERS" CNR'rMCATTON FORM n MmbuR Admese� f r�plt�P�^�. 3E.�%17J� l�l liil Ptopaty Aaln j7Q—�LZYec Ivmrwemwymaau®el®ry d'r — —r mrmroml CAY/Smre- _ __.._. vmalldmLEww4Numbs.o3Z-a/)/ ZL LEGAT I "CREMON P Pa wra;elAi£_v.r.sa.�7.T3>NR/q_W.TP.,tof Ny CadRM Sorvry11LP«_ _. Vahwa ._ _. Prgep_ Wnvub Dad«_ ,Vulmub_ ,Pegg«__—__ Spec bnrs�(�s/.0 I.a b,endNrrvbVVW m SYSTEM MATNTEN 'CAND DOWNER CERTIMCA11014 L.pWw o ttdnW aeww.e. of o,, ,be, , fall,: wbwdk wu Rwv n fwWW a'• N+rl mt.mv WaK en Ityalal.b.�laaHd ptatalI wMi WU P^txrn 0e rymaat .v xu of ruurm IfJr+eWc old IS �yJ. v,n141yaalsYybbI I w,.e.nobaalWce rapornOJiba. c,mnn� u.4tnum rd Vl p vu 'It Ampm i[ a u..n.mil b.mmv I pevowx 'rM prtry :t. :ayrrm N wbrMwaY PWuw as4d iy h/.rnnVl flilurruevl .c:Wu neoN by rM r bay ra pNdH iv:. Pwanwn PlmMni el, ml pbloyt w. L.erml fallb[al vmNwr Ml 11)fly balm xrm Lgmd vyvuw a w aafte, bor uvLu,, wWw 131db neaenron uN p:I to lit vr+mry), 11:e"I tatM leai, tbev IliM fab oe ✓.¢rM, Ravel lueVIA thy day, wWvaunW.M Wev miwwan a,p Wwn es„ys dhwtl'Yoln Wrm ib. ,mmfto as bm wfew." r by m. lqw®to .< ww a., n.IIa.n::.w f M.md am.wv, Sna If Watwww Cemfire�a totm8 ibv Yvw tcP4'.y.aw Iw ban nauutircd null I.. uwplemd w remrcd m ex bt ('mu CowtYTaiome & /ewog (kgvnmw wrWru l0 J.n ofthe three Ya: evPmtum eaa floe cw(y 2t all nalcrn Ia au day fill eI Ill a br, beets wy/wuefwwleeyc Uwe uNwib uvnoDl o(Wc pe¢etlyrWv:M,t.bwS b) nNeo(. w//urWy J�GlrwoMl mHogrllef of IkMt IlfBee Number of bedroomels—�. 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WT BE pfFIWLTOR ItlP0951BLE. •OMNIIML OOIBIf(fE F011VfEINM1Yl3e I0111IENMMrW1ER unnx • wclxa GpElur wlFEle FL-ocu NE�pu,LTO�Rrr,Lurxomr�i--I Wee I IST'/o+rY lam/4> I Pllub _ ...(— I Fate 7/r-- G- 4 _ TXe emex.'O asYl N mrFYm Nh anssr �81tlIIQl( M1Ila)yry va au. W 1A OJ L s>J, binri MCYYbsM CeYe 20140048A SECTION A -A _- Septic -Dose Tank Cross Section And Pump Performance Specifications Tank Mavufaztwor TeNe Mad el Number o2 TOWTavkCei ty Max Bury Depth FilterMmat comer Filter Model Numbs Mmunum Pump Performance Required GPM Ft TDH Outlet Manhole Min 4" Above Grade Wind Lacking Device Inlet Manhole <6" Below Grade Sealed Watertight Outlet Filter wet ;h I� INet Baffle Switch Settings and Reserve Capacity = GPIctor Volume Gad23- W fr Pwnp Menufaccwer Pump Model Number js Almm Manufacturer // 5 Alarm Model Number 3xmchType met ymanuc Head (TDH) - Feet CN�ork ss 1Q Total O Manhole Min 4" Above Grade Security Bounted With Looking Device Weahnr-of Junction Box 1 T� Vent Min IT' Above Grade With Vent cap it" Weep Hole OffElevanoa C 88JFt Bottom D Elevation GENERAL. INSTALLATION: The aepnGdose pink is bedded add back filled in acceptance with me manufacturer's product approval sp iflemions Maximum depol of bury as specified by the manufacturer may not be exceered wahout prior approval Floodgate covers exposed to probe have an effective locking device (padlock) installed Piping at me inlet and outlet is of approved mmered, ummected to the tank with watertight fittings, and laid on stable soil to prevent settling or sag ing The farce mam is sleeved wtdr 4" Sch 40 PVC m budge the tank excavation and 0e slene rs sealed watemght residual service complies with NFA 300 and Comm 1629 02105u Page of 250,wSERIES 113 hp Sump/Effluent Pumps for professionals! ALL MODELS FEATURE: •Rugged 1/ hp motor, oil filled with thermal overload protection. • 1/2" solids handling. • 1-1/2' discharge • Hermetically sealed motor and switch ceir ise, and permanently lu W Icated beanngs. • L(bertye UNI-BODY casting - a sol in, one - pace housing that ellmmates the lower motor seal ring found on other pumps. • Epoxy powder coat finish • Vertex style impeller for sucenor soles -tout my. Made of high temperature engineering polymer. • Fasteners -all non-conoslve stainless steel. 1416 stainless steel rotor shaft. 250-series CON LenOMs F------] atenaaa o pyp o10zo 30 eo as loewdlMglh efanava onalmoeda Feropeonei kn n e.: Gwen, ae'Mleme we.z.ae,.s'ama.romeda namhe°� Eaamgeta.nwceluo.mmas'm.a. ome.2soa MOTOR SPECIFICATIONS: 1/shP 11W 52amps 6glz Thorn i lly Refeelcd & PemmnelNy Lubricated (PW Pownw ntSen Gantedor Maumum Flue Temparesso lWl' DIMENSIONAL DATA - Weight: Model 257: W lbo, Height: 10.5• Major Width: 9.5ymanual media 250) / PERFORMANCE CURVE ✓// PERNOWMANCE cuaw i � F� s z=am 0... ". Model250 Model 251 Model M Model 257IFMF Manual, no worst. eubkEeoonnect Woomalenow with VMF owner, magnacelN wp"nueflwt, swes(Pon-back) operaledr,hc lflow- mry-M1as. ploloilommanuL to- opnalnnWWmo damed''lump lBrertyganry wT000 Mp1e TM Awnue •Began, Now YOM f69/e • p/grry gOp-5442560 Far (a9$I ee<-1898 www.liOe'fypunrpacom oue.ymneaew mir uuiqu R.w. unzwawa 1J1, 05J sq. ft. \ \ \ d01 ones e \ r \ Cie a ar \ cP Lor$4 d/1t ocres n ' 5 LOr A/ y J. 1Jt es ,F a Sd Lpg d03iOT x ornas S a 70 O.H.MCM. "a�4fi ............ I F__ m p r Mill . . . Or Z��Otr� MUNM�N F�N � �VA� i �-=' _ = i _ �' _- -" ". � -�I- .. �' � i l .- , - © _ _._ _ �� I o.�i � '. 4 �V= _ I ; _-_ �� O it �u� RECEIVED OEC 1 8 2003 aran mpn�.vd &g1L ALUATION REPORT groe�a cgoxcou SST Pi,�� MGw, nmmm p'�1D 117 pemem aone.swwordme,Pms, Donn aff. and iooeAdn,oe mMow moe,mlm -/S9GO VNase glnf all Inbamavc a CaM1 � wl�llmll 2(ii pmpwb°mv PmpeMraaim D.weh Yq 3e M Wtl Bbt 96] wGGMT nv npc.,e Pne,. T ❑an ❑�kae o«n ax..dq<.e I I S f .y M Ike�geFMentle /NYm6Ydea61W1O i-� GpaaamMeaap�Awrme o RaPA on"na ❑PgiremvA ❑ Csoka'. PewinulHf FkM pkln4weWntlepYlotle�/n 0. i�.„rq,Ame sp. -Ei Y4,6' vsr //R VE �2'4YE2" oVEYL- ,�,. CNMn3E�ZS —O/JLy,gl-��o� ❑ ddPre 6Migp ❑pl, Gndum ,w �41,j N oh iPM iM¢n IXpT w TVAve 6luwve f 'tivae BVMery Rah 'EIIpI l -'EM in mwagA MunW W 6e WM GYm SL Wa W 9r.9R ttJ ,av-w �.WRIAM • .: n--tea laf DllArl�DlAl�ll��l�►I�lr���7� R�l�il14!!�llJ�MA��1M�ll�s�� OB����ooO o OB����ooO o •ETMM. amp, mj=n sdyss' ,Im,tak 'ET�EN3. &A <yn44sq}88 <ep myt lM pepmnmt o(Cmwnneuenryml appommtry serv�eepmvi0nmt[ employer IfymneeEsm.t,nm at attest met[ muenel in en alum,¢ fam plea¢ contact d, Aepnmenl at 609-I66JI51 or M 608-3W-SM. cwn�, ti �aa,.��� .e,��.,< .:6...�""i,,.i��. �000 %OP SELof Coi�ei /�f e /�i: �.. ®wqe// u�- zsls�✓ Dam 2-/K �? �T —= ---� -__,��. - Imo'_ I --�T _ � � � ii ,�T _. T�_ i I I ID' .. � � I fii--i �I i ir. ,-. .. . - I __ —_ T_ - _ _.T --