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018-1064-20-100
"O'•'°^^ac^'^""� PRWATE SEWAGE SYSTEM redden, $L Croix S+Ywe"aan anw INSPECTION REPORT vne,nw 605185 GENERAL INFORMATION IATTPOII TO PERMIT) SawFy"ip �y uerlPn o.11rw 3149282 call line Is ChriPar H sder I Ashley Holmes .. • Cry •%TOWN OF HAMMOND 018-1064-20-100 eM... w \Pu" ...vx. 917 ��GO.�O 4 PF 1t 2s.2s n43sa-10 TANK INFORMATION ELEVATIONOATA DAN WNdC yK. TYPE MANUFACTURER WAGTY STATION SS HI 1, IS Elfirly eseA f"' Lear ICOo ne a", 90 01•a CD.a� WD L., 6 R"S saver 9 eo 14. Z Hoeme SOHllmnl up 9t. TANK SETBACK INFORMATION WINONM TANK TO Pd. ranVhLL GCG ", ROAD plrM sere" 710D 7100' D Dt samm 5e 16 811.�1 Dnemc 71oo 7100 1.61 en.rrMen 2(P 101.41 Manuel read i t Z4 l0\•41 Han.,. bream g@ 100.64 PUMPISIPHON INFORMATION It nL NO 1 102.'�•� Manurial and D Acoveerrr �� I.O(� VI 'Nunn°` -1iL 31 L3(Carvell z Ch-M ,DH 1. FydPd . dyer Naive ION II Fo,aMem Ll10 IOn, Zlr 1 Dist ad W,II Low 7 e son CoPith, header Linda bYb,EM TO Ph LOG WELL IAHE/SiRFAM Li "Noddy"ree wFoRM L W0 I'llrudder t oQ. —alY `3D1 . H npw Z,ba,ryl ar 1 5 Z SOILCOVER Xper,"Unwillywarrall nMoum Or Ardnneapume MM ° 0"In0, all 21 . .L"am 'oN e oN COMMENTS: III wa e«rea mer peemme prevent .m I Lnurbn 1H 170TH ST It4'!ae/ 11AM1BMOeemptimn• II E I SOp larr.er Ienpm • 'z 19it ' -e un or rover ;AA 1. plain anal �P.nel ye%4ZLane 0� 091N ror sanadpn.l� bboerli Inad.a ma Inep.,adn.z' 6-10-19 IIpOa"F°�(✓'� .L/ /J} fi41p'�6 �bL�ai n l Inn w)-dale-aff �'n s,.clpa spuy.M Bae`yLu.� EIIW V6YigMMa..PO Bv]t@ 1 all EP 13 231fl �,, yA ssro]_],@ 9..u, P.w.NwYi `B.YniNnbCol /•�/g` P0r1111(nr�e _ m V5u 31e92@ ermYmgnwly Wal �M�am ImiYN� . _L AppIiMFa le _ _-_ ! _ ggmy[irm arv.� 1 )�� eons wM ANJey Nd 2 o16tO5FZILtOp lrgmr Caen. WFw.tl® .,�Mrl�w y.24.1 . 11@14 MAve _ NElwr, NE w a cb.sm zpca p Mry NeW We5017 . za w z iin � we ❑laxt..ihll aln-xwn+✓ 3 l I _ 4k � e • ❑Nq,ul'.nnmmrtw R�MLi 1 L ❑clYnr ^yam s.�i I/wNi' ®.o..a m.v (n��lYw LmameA rmpke Me■If.pplbYel e rv.. sr+w ❑e•p..sm� ❑'r�.unnuu.e �.•mla+.mu+r ❑om mrmnm..paretww, rv.r orrow)s uu...e. <e.L.n M.i: ❑.w.aa....:.w �,.� o�..w,.w..a....,. ❑. e.«..d .,.moo w ❑,pa.pr.a oo.��.w-�Iw�rw�.a 11 i v. .rr.w ■r..u.� 26 Ar w1W.8] aso to tao aso i7h nen3■e BB, VLiW YN �e / py SI5 q S s.wvnW.r� ,@B ,IXO Wlev �w eao BBo moan Va 91.YwP4M wYb4 MWIY wWJpbr . m11r.0 KeM IOiuCreon 618W �1�)bl)3) .MRRo Wzqu3 @] 150M SL Rabvb N.5 Se@3 WLL'm M W,1. �8 Sob.m ❑ �LlY1Y ��A�i ellppoYMmN..pya>tpyryF�'p6 ((11�W�//�� �� ♦_n ' WeRJPmvf'LIM IXOMMWVIiunW. %A G✓/� �^^� � GFr 1 M.rn.ry+Yglwera.muuewY.� / .weNmrwal,.�.u<., SBPbN81R.111111 Sanita an Pam. re P Cln'I.rnndAshleey HWl es Lot z o/Gm 11-52x0 Pmcel M the NE1,14 -,4E//4 S'ec d9779N-ROW T wn ofllnmmund-S[C'/Couwy } aIvan<.w U v n do, F„w mw ,m N^^P ^WneJVirv,. �w .�..„. v� 'w t'kF I0P1Y N,..,a P4.IN/MJ2 j f Fi h,a xmr / rorwb wmyem., ox�.. °° P". ,ybnn •VCLL3N IOPM •�W P'^X L �l-p� Wm. I\. P Elevnb MO hyuMe4 x80B lgr,,ylM4nao/(ep Prv'anJ ub"P M, Y9.(tl'Cuxv l)N"S OrWcu Bldx-&uo yLStl w N.+a fXr n /Inver � Om- �zfle0}m na xee..X wNu-uwrwwm. ;X xxr-x... ��. +e.nwxxuv.- ir.r INDUSTRYwhor news ado by SERVICES ��G_ Olm Yf]tcheum SLAN DPL omain away GREEN XriE1tt a� mplmmm mmmin �xrvoey has ..� 9mpme w.. wmain am ^win aeon worm., ammmar Drum Gwimm. a•mm T COA'pr"1O1 Antonio 22, 2018 OF DOOI CUSTIDNo. 224059 Al Py) ] Irspecmr it rrP or cf u:/ 1 KEITH ESTONER 2OFINGOFFICE r' % f" KEITH STONER SOIL TESTING SANITARY DESIGN ST CROIX COUNTY SPIA Sh E! DCUEKRD I I RD SRN At! SI INTESION W) 540164/GMvhsQdm CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES. 08127/2020 Idennficmian Numbers Tmmatllon ID n o. 3149112 SITE: Site ID No. BV069 HOlmn PI<ase rtf,, in Wtb man dicuum mmh Chris Cla ItOTtIS aMve.Inall torte ondence wish Aawxy Town of th mnona StCmmCowry NE Pa. N E I Al. S29, TmN, KI 2W Lot, 2, FOR: pnctlotlan Namal Seem O Bedrooms -New Commecdon Object Type POYTS Compomm Manual Regulated Object lD No. 1793159 Mawenma rtquuN 450 CPD Fbw tote Am Soil ffiriamm death to lirst favor tram origin,] snide Syumi Moved Cominnem Manuel-V<r 20 END 10691-P(N0101,ft 1014 ), Pressure Dimibuuon Comµment MmmI-Ver 20.SBD-ID2(P(N01/01,R 10,12) SSWMP Pub 96, Effluent Filter The submittal described above has been reviewed for conformance wM applicable Wncomm Administrative Codes end Wimomm Sorm, Thembmnulhw Nan CONDIrIONALLYAPPROVED Thosommairstobecumtmted aM la'sed In accordance with the enaoaM approval plans ends with my comppnenl manuals) referenced abnve The owner as defirsed in chapter 1010I f 0), W isenmm Smmer, a reryammi, for complunce with all code rqurmnrnu No person may engage in or work at plumbing to me state unless licused to do w by the Department per a 145 06, Sam The following creditors, mail No met during wmtnauon or Installation and prior to o ommy or me • Preserve dispersal arm prior and dmmgcrrumelon to avoid assmani courtroom and use of me site • With a"mmtmeruo: a is rtcomnmeMN not to actime the pip in she dose until, until me tanks she µnips Poor to bommwner cavpan[y • Wastewater generated from contractors chmi of equipment and mesh and/or left over contractor products amil not be dmchmged mui the dram discharging to fire prate mine wasmwmer treatment system (FOWTS) Wmte promised shall be property lnpmed rrrn-site rr off slat • Any bill grated, Raves and roust shall be on arms and mmo,edpw, to tilling me surface for mmullaoonto Fireman morning order m< doRrsal tea dfiom • Divert forts,, nester Ave, POss TS Area Prior n of thetl mclam tli content of the and to a dmadi of 8mcdes; Smearma fird compacturbofvGj youl will result in reducingthe unfilimoram ammarty of We soil Priactruff m be du by mllm le betwee m _Ifltrollsmma V4 dOSGG me site win to manm< If it [mmbesnit can probbeed.If ER our IS toowm W ImIn drat ma[eed al adoef • All piping shall confirm to W5 Table 38430-3 and SP1 Table 38410-5 • lumad, building sewer bpomd 30 FM per SPS 3923o l ll hot • Well setbacke[n meet chz NR 811 A 812 • Tuck Installation In Pollow all manuhcNre's recommendations spS M.54(1)(O I he management plan fora mi shall specoodg, address Nexrvumg mechanics of an aerobic or anaerobic bm rem tank or a nnldmguark where either of be following conditions epic I no homorn plan, dark 15 located mom thaft I i �ftt pandr, me elevator 2 The awarded of be pick is located pror, frob I t nallr gem wnare tnex .nw plp[mee e Nnfi pensi n, times) prior installation Pump pioneer to gre nut and verified for tl plan Any situationAnd TDH and GPM Specifications Areas that are occupied with uck fragments, free mum, dumps and boulders retluse the import of and mlable for proper t It no other sit, 11 ,,,]able Too, mthe pass] area of the m undmost be cut off at proud level 4larger Fill area iz overran wren am of To aN,,, orl se encountered m proude wffit infilnmme area Owper Respppaibiltpa The cement nwnea and catch mentioned owner shall notion a cop) of his leper lwluding instructions refining wpmperuuantlmem¢nancepftheSWm C,mwo shall unnerve a copy of the apprentice operation and rotmmanm manual and or owners manual for the POW TS deambed no Ibu tumoral She 3M 54(0. Inthe even[fhu coil absorption system ormy ofm component parts malfwenoro cousin creapahealth M1azard, the put owner must fnllowtnuommiciti plan as described to the approved plans A mpy ofthe appmwd plans specifications and thrs lever shall be on site dwmg construction and Waste InsP nnuby amhorlaedrepr ,x t,vnofthe Cepwn t xnnb may include lmal mapenors Allpenmu acquits N the cote or be local mimiulalny shop be chance poor commencement of construenortmmllavpn openvpn In granting me apprmal Th, Orvt If Immory San n named nto public changes or addmon, brand mndumrs race making them naemy for code camp Ipace As per same pals 101 12I2), morning no but mods, shall«I¢re the decimal of the respemmilip for containing a safe building, dominate or component Incomes concerning Nls conmpondence may be made to me at the afternoon number llssed below, or at the adel on this numbers! The bar left addresree shall trounce a cops of thus left and me PUWTS management plan to the pwttr and any others who me respanslM1le for the mpullanon, openom or maintenance of the POWTS venal) Fee Regmrtd 5 350W %a �'o rte <r �rv� Thu 4mowf N ill Be Imnrc[d Wren You Re[au That Ivwme, Please Includes Copy WIN Ynur Tic Vander Lees[ Paymem 5ubmf[ul francs r vote Sewage Plan Ra¢wcL a in Divisionoflntlmlry $ervlmd \VyfryfgBT tode:'/63I pan om16gI3J,Mon-FrI,h VVam �330pm IIm vanderlee -zn got cc EdxphaseA TaHw. of elevator SpmmluH t (11516JJg1 Nnrvfn, 8 W 4 M- J 30 P M knthE Jumbos, AnWtwn Plumbing (Plans Mailed I Millf E stfillwack pdi,, b_,nam All piping shall cra fnim to Mod Table 384 30-3 and SPS Table 384 30-5 Waulm, bmldmg Sower beyond 30 fee per SPS 38230 (I IHe) Well se Web to meet ma NR 911 S 912 Took Installation to follow all mmufic[urt's aaovmimdanom SPS 38154(I)(e) The management plow fin a POWTS shell Spec fically address Oe aervomg mxhenms of an aerobic or maedmic veavnere Imk or a holding Si had eager of the following condmom seat I The Indian of be had; ts Iw.n¢d more does, 15 feet below We coon where therag. 2 mom of We o [bons where the XIMUM9 bad IwwwL Verde property bogs) prior to, w411arom Pump Fainil verified Set anifirowed fiber, Abe cluna aul science TDH and GPM modifications. Areas that are occupied w W rock basement m, owed zmmpe and hoWdm induce The renown of aml .estate for proper draft If no other site is a,, lmy, Irm, in We baW mu of Ne arawd in" be cm OH .end level Alafer fill area is vmiddr,whm m>of We act mndmma are rnwunrmWt to proved, Sall elm nfilvrve Saes (),;uner Responsibilities The =,mi norms, and each e,b,bl, m swam Shall receive a copy of Was labor mcwdmg mmurnoss rearm; to props me and mamtnum, of We omens Ownerseach become a copy of We wpropwe ryvmm and commerce mmual avbor owners manual for We PON-TS Wrad fi bd as Wrs appat SPS 3S.LM(1a In We event Was; tad aMOPnw system or my of to compmvem parrs malfimmors w as to creme a heats becomf N, property owner must follow We contingency plan as described to We approved pWe A copy of We approved Was, spembcaomm and Wn lens shall be on -sue dunes coumucnon and open to ipypemon by wWmved repreununm,a nr We Cepavnenr. wWeh m.) mcwde I¢al urvpmors Au pose rtquuM to We see a We local attendants, Well be obumM pore no wmmwameub of cwmurnoo mot llnnoo. bbpenmor, W ®meth this approval We Denson ofbadnmy Semces reserns We right to mm,, caanges in addmoas model emdrhors erne rebound Wem necessary for code compares As per some sam, 10112Q1. noWmg to Wu review Shall reform We Shommr of We responsbilm for diagram a safe budding swans of component Inquiries Comessamur_ Wscortespandmu may ke made or me At We mlephone rubber land below, or at We aGhess ® had Shorthand. its bootee left adombece shall pronde a met of on, lever and tag PO WtS manegwmt plan to We owner and my oWers who are respovsble for We nuwllatum merman mmawemned of We PoWiS Modestly, Fx RegmiM 8 250 W T f>14r&di leas Ammw Ndl Be lovoinM. 0.Tm You Recave Tam Nvome Train Vender Least Please India a Cop`• p'M Yow Payment Subm�ml Pnvart SewageMon- Renewer, Dmsi3n miWtlustry Sm�ces WrSMART aade']633 (608)5 Moo600 am -330pm bm.maalmsmemi , r, a HIM Taylor, Vlaaewal Specdest,(]15) 6143484, Moi 800 AM-430 PM KeithE yCrindron, l(nudtson Plwvbmg(Plane Mailed To) MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residen0al Application INDEX AND TITLE PAGE Prg6d Name Chia and Aill H lmo s Mound System Real Name Cans am Asbby Holm Owners Addreas 1152140111 Aye New RkOmontl Wl U017 Sde Mdreu]801]OM Street Legal Description NE114-NE114See 29 nil M Tmmsnip Hammond Caunry at crux SUMwebn Name. Lsm 2142W Let NumM 2 Bbyt Number N l Pal I Number 018-1064-20-0W Plan Transaction No Page 1 Inder and Nk Paget Darr entry Page Mwndd2mngs Page Lateral and dose lank Page 5 system maintenance exaMr20ons Page Management and annual plan Page] Pump curve and specifications page Plat Plan Oka 4si Designer said E. Simrt p`'0 Si.CW'NS/NK Number Designer 1575W ] Date MilitiaµErtME w. wP�ow Number 71"53-2324 a e STONE Signature 7 Di IN T Me pound Component Manual br {��1�,sf,,^^�a�qM�rvw"�'�30 $DI31ceBIFM O1N1).a4 RUr SSVIMP Pilketion 96 Desgn d PU�gMALnaWpn National W S]SAS I01M1) and resw2 Ownmm Canvasser Manual Ver 20690i10i IN OIAf) Vereidn ]0(R 012012) Pagel Of 8 Mound and Pressure Distribution Component Design Devgn Workshael 8W Information (fiw C) R ReeNaMrel or Commeraal Design was sin MMabrbm rrmre• 300.00 Eninnaka WaelewaM Fbx(90) Tbn>uwao.wwlmlwnb 15o Peeing Factor (a 915=150%) blvAwmtla]ae4w L500o Deem Fbn gleg 6.p0 Saes m(%) am concern Lire Ebvatwn put / L.Oo Dart to Lining Factor (in) ✓/ oA0 In zW Sail nfdbalmn Rafe (gpNR') DYMbut on CNI Inbmwlbn Bp,00 Dispersal Cell Length AMN Contwr (it) = 5 gB Cell With let p,W Deferral Cell Design Loading Rate (gpdMv) 1 Influent Weehawken Duality (1 or 2) Ne Melaterals the M1gnerl�Jn1 mama a�mnlwuen n E] PJFO resaure Dbtlburlon Inf emabon n Iworki Enter Y x N (Cm E)¢nterm EM Masada If N above, enter the lien on RCi the egM1est palmcing (X) = 026 X°IrmOceoDInl Does Me frcemain draw bachiump Tanh Etevabon (%) Enter Y or N aV 4,55 System Head gn s 1 3 11 @ Forcemam Dralnnack (gel) 90 Well Lift (M 1 710 SS Vdd Volume (gal) 1Q 1an Friction Loss(R) 1 83 gol Mlmmlm Does Volume (gal) 000 lrvbne Filter Less (it) 1 3123 System Demand (indent 155E Total Dyremk Heal (M labrslDMnMw9eMeeon Manaold Dranwter 5ebctbn b au. s rnarz m ala g nnnr Gnome Iad 125 00I IOU 5 1 1 200 1 50 300 200 Oo OalbnNncb CalculatorTaCapacity (g Treatment Tmkl Tank Hm Total Woking Liquid (gal) IDw oo Sa m Tank Capacity (gap Total Working DgWd Depth (In) Wieser Concrete Manufacturer ga0in (enter result in cell 849) Dose Tank information Eflluem Filter Informatlon 50336 Dose Tank Capacity (gal) PoI LDk Filler Manufacturer 1578 Dom Tank Volume(gal(in) PL-525 Filter Model Number Water Concrete Manufacturer Project Chris and Ashley Holmes Full System Page 2 of 8 Mound Plan and Consul S iedon views Sil Mound Compon"obrrobm A[E 359 It K ft ft D 2000n G 2050n J 9 thin ty ]3M1 W 12521X 97920 (f ) Disposal Cell Area 1399 00 (n 7 Basel Area Available 583 Spollumear Loading Rate 000 Jet 1I10 B Ohs Pipe Placement Mound Cross Sagdon View Aggregate iO eraal Arec y i Fir lishod Gros 112<6 X Yip G-1 �H 4i X1 P Lateral 100891111ti — Invert vaft Dwpetaelc II E anon 1 W (ft)Connote EbvaMn 50 is Site SIDPo G¢meIDle Fahng Oomr loading Kay *— Obpenal GII 9 rsoorc el eM y on ❑_ Too tt P abinu to aim ©B Subsoil Cap 1 5 ft ,}� atle eref lemrele AST M Cad Sand a i fi? .. f: Late speed from°N:ly ®� Tilled Leger v a n Types ©� Aggregate :•5$aA" s ffkff ,f, ul mem�e In Ana —A churl ioll Arad). Pooled Chris and Asi Holmes Mound System Pal of a End Connection Lateral Layout Diagram w.7:=..lw.rw..n...r.p..awe.e.rwre aiarmrFgeMtm Number of Lererem Lateral Diameter laRrel Length (P) Landed Spacing Leaned Flaw Rene System Flow Rate Tool Dynamic Head z oar Damear onr Sigui l%)8 R Ordioes per Learn "" Daman gpn MandoM Length 9P^ Manildd Damebrin tl Forcemeb VebcltyNeec 1n 11s/wial R 1WIn 7840 ]OOR A 1581 3133 1588 Done Tank Information,w le..,mnw.dmv .lsp wmvarirew Y s3N Ebes�es`,e:amwl.re i55�� 4.0b. mi. Tam Compiled IS p4wN Venal e� mmoN Wf Cmc al Mandre lur GMcryi 9aYnG Wett fiO3W Volume 1818 Dmenekn InGes Gedbm q 3103 359 Ot B 00 3352 C CW 8335 D 800 13a 00 Tdel 3800 603M staff, sm, i IT= Me" MenuaFaclurer SJE RMmbue Note Sweden, Aleml Mdal Number Tank All containing mewry may not be deed In Pump Manufectmer GCul05 this system Pump Model Number EPo5 Pump Must Isalwer 31.zJ goals at 150BflTOH P1gM ChriSaM ASIIky Holmes MwM5y91em Paill 8 Mound Si atem Maintenance and Operation SDaelflcadons Sauce Printers Name Powers Sanitehon Phone 715206738 POWTS Penal Name 6t Croix COrolx Coun Zonln PM1one T1S386i W 9vabm Flow and Load Parameters Desgn Flow -Peak 450 go Maymmum influent Particle Son III in Estimated Fkrw-Average 300 pp0 Maxanum B005 m myL Sepro Tank Cepapy 1000 pal Maximum TSS 150 9rL Soil AcsorPrinn Componenl5¢e 4T92 Ira Maximum FOG 39 mi Treat Wastewater pvneshc Maximum Fec10E4 e1W10D mL Saturn and Pump Tank EMuent Fldet Pump"Carall Akan Pleasure System Mound Other Servlcs Frequency uspend anaor son" once e J ress SIiwM aspect and clean at bast once isoury J years Test once event J ears SMuld test month lesions down be burned and pressure tested rising 1 5 years InSinCtfw p2adma and seeeage Once eve 3 M4cetNnwus Constructed and Monday Standards 1 OMerveran p pes are seRU and materials conlwm b Table SPS 36e 30.1, hoe a waleNjnt up. and are securad n as shown in ne, mound wmparwM manual 2 Osparsal cell enlargers conforms to BPS 3M 30 (6)ii). Was, Again Code 3 All grayly and ruck ms mgng materials conform to the arqulnments in BPS W Way At Code 4 Tillage of the beset area is accomplished with a mold road or infrared plow 5 The mound structure and other disturbed areas will be seeded and mulched to prevent sal erosion and help reduce host penetration Latent Tumup DNtll Funshed ......M45 ........ Grade v Diameter Lawn Thiessen Cleanest Sprinkler valve BoxPlug or Ball valve Distribution g Sweep 90 on Two Degrne Bends Same Diameter as Lateral Protect Chia and Ashley Halmes Mound System Page 5 0 a Mound System Management Plan Penal 6Ps ]6] L, WI. Rem come �mmt esnl.mah.d"ep.el"ma®m"man6P6>e].e.W. III Lean and ollima"amed In a n""m"M,"DMM en I66II(al P fultI 66W W Puaromn 9610v8t1 entl Pmaurc Uaneewn LwnmmdM.nml Ver 2 Q 6 107WPIN Wind am No under phi puff Pile, a hPkl pump bank ribecomeamous, mi man by "m anaM fflsnai ne in msmsnn von 6P6 ]6]]] We And r, e.nennae UMsxmWyeru.N as P goal and boom mound Lem M ulxald yMnnseM.wuMnn. Rwee4aiMf waPorlgM cvmpdwnolM iumemotramflurn,riuslida �,f.pl: e'aE .ne.nd..��a.me�.awn�re ee�q•.�wnn. waSw � wren aemm to p.v.nurcae^ta er un.utnomM enM mm. tentaPmmponem Sddjecank The ki fork 'hall rrta by mtlhltlutl mft M to mm� Mile done, s ]e nks 0Ine"plc ahpanc olq 3 "am by waN NP 11➢ WM Pnm Go]e The ePo,alin9 v9nntlmm Mt1MaepluctlnF ana eulbinlbnbliM msi owenl...l "e..wnlero.bwmeak arry The mondt star shall mnM.. "neearvro.nedn peps ePo,.don rna nne,�.nxeseeeodw nMe.,.m"M dmD.. p,amaane adinf'm metankln.ImayalougnoRme a "rcm.e mr..u".a am"1mmm�ndod.m Nmbb,mwnMe.nm.nmndmWawer maydocuul.re .dM,fl "e dr On mMpDeawwhA aams uN110's dun, If has TOP and, not hill a"ne mmmns �w Oman In, Oemm. M sho Old he Per hefarm w.e..Ier Mepeotom,b 1plon eiW9eda nemno"n �aem�� e6M.rpN m�mmt.M mOeOe,.demnmaeddf eade.at"y"..""D,aO�a;e"MlanX den dvt"oeDa.m.ntmf.emm.,,. Puerto mp tad.eafbnd a".MmfpdsamXa.ta�a emry ]y.da a MpdtaPoen,."INM mOdm pep., noebMn nM.m.mn",m�n.ulee.man m. bndnemlia�nepM.a.�w m�.: ne®..v Ywrdtl.N al may Of milaotmy,n cedaoMMmemadnd P 111iKirt"a.nlW.named tohall n,nise,mnnanelnandtoil°omwmbm mpnma aezt�„ the nem Ms,SOPIml mh moul.�m aCumbuf in thednebnelmeemm.neee.in".m tpe.ennd�� eeN,wtn"�nN.ibdnna raw^=feb,d.l»am.l.ln.11n. nebbenly mwcAM es pmhienionlr mPOP p�ng h elnflwn0lpd.xn InIn1M mvunaM1Yetem mw 10 emuMM II0 aa0Uro, 15n mpM1T66 eno] mFOaMaepMliclenX eTua ittN m is r m md.M "nt .vn e.a m.wmmn "iannw, aDoTh ep mine p: mtlithis tem 0 pn ° Imp. .ten peanuts maea ntnavar®MNonand.nmewhimMtl...aM..Ih mmmand OI NemMmaandumamabm,.m. maylN memo. .n. pn..nbf aaDlmeeu m.dae. mng.rttl shah. mnblba . ought.e X.ulbe malemm� nadam maaem9 has aw,nM "e denx"n"m" a mp.,M rom.iM.in"daebmbnron III the all shoed a In. ven., Indiana tnb eWve 6 PM.Wm"wemn ems ad andia g Apnu4 tailk,,ba yuhaiddree mwe fryued menaenn9 if tell p nae lend or any of its vnW"nahemrcaem""Dlet tank orcmmgren, and ¢..omen er rtgared b Xdq the sY in alecae let latest remW WIJ•... MmmmnH tct'm"mdmessrco,Mual Poam3c.n.Ponn e dom �o mpwm.a .o �Panel • wrepNaatarypsa.gabmvmpl.e..ewm0alaedhP anaery mnnr.5 mMe ryLern inbpm"[a, WeeniymM..e mnendmuMP•D�n9lroanaoew S.a Gep 5 M Inx Dbn lertne nameaM teleoAore numbrolymi� mal PoWIS pguleux aMremmplwrer and ..nnet on eM asybs swJh" mmbe tre meMdnXe or dluM w t hands doom am MxLM ofo edo �uraems ae of instrumental m. re asset pro of the yeal m.rvpameM pan for Ni. al Rocket Page Bol a paF ] Of B Goulds Water Technology Wastewater FEE' 0 2 4 16 F 10 13 11V/h IAP�CITY MOOELIMFORIMTpN Wdr Wn Y! NYb I 0i4iri Xumbx xF Viu�T OnvX�Mw s.mn 9e1e 01WT m�°x YlnYrm VM ii�Wsm �� whalom mar Y31a OYmxw Fha 1b N. vK 191 541:r11i b.kI 21/95 15 R 20 w d P9rl F naal M"" M/91 r N.S. 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Psapanty Addles N %'ft tmga i5+fsai (Vm u m mgneN fmm Planning R Lw^gRWtmrnl for newmnmmthoe.l atY/stele Hammond Wi. Pateel Identification NuMW 018-1064-20-100 LEGAL DESCRIPTION PfopeRy Loratinit NE y NE v. s« 29 T29 NR17 W. TM, Hammond Subdivision Plat Lat g 2 Cel'tilli Survey Map x 21-5280 ,vmwlna .Pages wamary DmalN (befie2(IOpVolame ,PageM Spm Ma Oyu nOw Im 1,m,drnefieMe�yed]ro Impmpn meWm mfyou xpuo aYne cuultl rnuN in Yprtmx rcNlure to lundlew [ Poops h ofpumoug on um aepoo Mk eriry lbme y q Iftwoned. by n lice„xtl Pumper¢ WM1Yyoupuimw the sy em eao sRm lM1efurcllon ofNe xpOc tultuelrtYmenl Sage mthe wale dlywsel syswo. Ownermamkwoce mspowi8111ues art specilN in 4SPS I8552(l) and in ( Miser IL A Corp Cousin Samury Chu inane 1Le pmfeny oww tarter weubmirm St('mmCounty Planning B Pmund Rpmmem a"embtalm( sibibi by We u.M,r ubt by a nations plumber,pmneymm plumiu. ,om,wa plmnbu ma Im mi Mansur Yon y,ng that (II this mi Icum dm8mvl smam is m unit options u omm, tumor(2) sflm ivM psmu n aWmborn Idnmmsssryl. N, septic most I[ lMn 1/1 full of sludge Vwe, me undemgml hove mM Ne above mum,mm, mid ones to mnnaio We PrIVN sewage dmponl system mlb 0e mnduds sal forth. Munn, in an by JIe Deptlmem of Sahy And Pmhsslnnn l Grv¢e[ uM the Department of Nuuml ammo o, Sltmal Wismvvm CembulionsWing Nat your sail¢ system Ms been ulrMmsl6ecm,plehd and rtlumNNWe St Cmlx county Planning ar Lonium Depmmem within 30 days oflMe Juee you exi muon dnv Van'. camfy that all situations m bun me MCLNe kGofmyluw BmwlMge. IMe aMve Me owms(al ofNe prepeny dxnbed above by um, oft yQnenly dud Mooned m Rrypm of Emil, finite Numb ra SIGNAURL APPLICAN'f(S) DATE y ,efm-muwo "is mlveprtxnlM mast rtsull In the sanlury pelmil blob rtwBM by the Plaoo,og 6lwml,g Ceyorcm •'• Ist was Nu appbmim a moNed.nmmY dead boom the Register of Di Olbm wd a copy of me xn,lM s,,1Y mad If mfore" is made in the wanmlY Mind (REV.N/1E) oni sorvionme nvaniDnais ® saes K.� �: aura .a wnrea I — SYIOH '3 I1 BjjIX O l Y c 3� � Ie NSAIM Lw6aIla SddY aMfld�lIW Mx✓�S `.. o'aNmdlmaovs""w SOIL EVALUATION EPORT --i0\8 M&B3B5.WN can coa. csr-aP3s-I 351 Ry. I of 3 �'r"N Pleemleplln mlenan mdsmm wn muq yy OMi wwrcr Ihwa`o".alelmememaN I.m ce mm..aN m tiros r.wl PI�RgnIedMMrrrelbn. _ ala I00 _ e Gb .� w®mP.P®m.wr..a bwnu n f PIS moam wee, Pmp�Nlveem Ofinsd ns n rlolmea Ibrt In NEI/9, IM. 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P.,ea n 9 Ia.,wr�xo... nie,,, P,. x,«ne prf�'�cv. 9xoo'� WELL990 l 9950 =,�v W--VaW h,k TLWn leM of 11 uex wale wrc Y -Wr �OIIE®6EY.- IWOP '-B lMaPo PRIVATE Sc^MAGE SYSTEM '"' S: Cron INSPECTION REPORT GENERAL INFORMATION RTTnAGTC ^ °ERm -r uvlFnr,w uv.rsv I ��fMnJ 7 .max. r hshk- Lbl✓N� TOWN oFJIrHMI, (IN+'n K.9.Le,d1-It OqN Pr< WI,N. TAW INFORMATION ELEVATION DATA ME MSNUFA.TJRFF CAPAC STATION Ds H MA R EN YpA: nJrmW O I nee[ Aia sryd oierrA � ,i.N TANK SETBACK INFORMATION 1YN - e t 3>i Eu FA' >rra• seyv: anv Downp li1 lH aoemnen a,, Is S.mr� PUMPISIPHON INFORMATION Pall M� nubeurc 5 Cwe GPM 17 . w- , e ,u. on ✓ I"RUft'r bBaRT Al. wR. 19a o0 SOIL ABSORPTION SYSTEM -..u.. M xs em o. aen DISTRIBUTION SYSTEM SOIL COVER mr syara cnn � y. [D Na_ e G N COMMENTS ImJWn Penom wm m- rmp,nt,or ib-L-Ifj rmowvo. r2 -1 a& ITp" a A.n+.4- rlrKr Wh A io. ,FL' 7.la ] N.