Loading...
HomeMy WebLinkAbout018-1075-20-350 (2)Fall IFinal d i a oedn m PRIVATE SEWAGE SYSTEM C,l St. CroI% p INSPECTION REPORT n...nnw 617742 GENERAL INFORMATION (ATTACH TO PERMIT) FafadarI0 Oil Final PmH, Far m �e a,®..y ewmm. Ire L... 1504 oxme # W,4-Xrotor. aA ERIC Brathol mop TOWN OF HAMMONO p T>.w 018-1075-20-350 m.Ea /DD %�• rw LG 34.29 17527A-35 TANK INFORMATION ELEVATION DATA MANUFACTURER I ¢ CAPACRY STATION OF H T IS EIEV O� Sell 5encM1mea q ene 1 b o Do Alfllcr 5•�i 9 -.3 L¢i-Ir1nq. Elec Sawa, 1D.1 f2p• 6 PldIH Si Into TANK SETBACK INFORMATION Z I,L$ J—UAIX5l 5tMl ONee, TANK wadd rare ROAD I Ot in "1 7 -25 All ,M 7' Of Bi 13.(v i AerM1 XCNiR 601 All Fall / ,. z PUMPISIPKON INFORMATNIN L" & al t ll. Flnel Grace M GPi® �M 706) l 6CoN i1M.- 5 95.3i'' Me MH u F"`SP m a o v O, olaz„ ...l' MENUMPAS%Nkfth SFIFFACQUISM • .mil all Or Par Iran Lial .. uTo 'FNE &7j PL I ?0% had� 46 1 all I IV IR DISTRIBUTION SYSTEM lial ammN a a z. IiHingth Par 54'Dial 4' emnn S , H.,e z "ao>�i. a, SOIL COVER x Pdrel Sy,di Only far Dune O, AlGrl epmm¢Onry al Del Fair Dal o m. mnan call, �.8 ® MaIrdill Nn.---- 1.wMnm 2I—z .,. UN. If. fill In COMMENTS. 6ncNeemmeucmpecd®, paacn. me ... t cal armadol I3/al2 v (r� In¢pemm a] Lcutlan. ill AVE Law r t tAn6M ome<xoepn-f'111v (oll No wN.64 b eE s' � n P S4ry JTd ns „6N Marva,warl is, _ 1 f f meNntolm..=>IR: — Meas,rvd 4'Vlvl�_l 54A.L-di umiall , 1 m M,12 Yq 20 .,.� � 15D63i Seoa,laWM,1 V'Z a w System PLOT PLAN PBOMCT MIke Baron ADDRE66156697M AVB Hanmind W1 W16 3E 114 SW 1/45 34 IT 29 NIB 17 W TOWN Hammond COuNTV B MIN Sx6TEM ELEVAnON 96Z 1S'9aM IN 10131117 BROOM 3 _ Dan CONVENTIONAL ATGRADC CONVRMIONAL LEFT HODWG TAM %UI 1 O'V` QB NYIe LUT TAIS Sffi W6R TANG am 630 MOUND EEPITC TANG sm BOLDLYG TANG SIM LOAD BATE 1.0 ABSORPTION AREA 456 Y of <hwhef none I, BENCBMARE V.R.P. Too 0 Stea1191YH peat ASSDAIE P EVAnON 100' FHW IA(<om[ Has ❑BOREHOLE 0W •R.R.P. eama ae nB'MmaA Ora lmll is to as Cone to dwell run-off away from ey Win Scale = 1/4" = 10' 2 AGre Let B-` B M Well is to meal all WDNR sabacke 3 slope / B Easement to 601h Ave -22 Area 15' below system Is to remain undisturbed Property Lim ropelty Lne - Ni qa S D ; Ci182019 .Wy oneaas0a ns� m-.7mm4�ar vo = zmw *on Pjy YM ae roi%w7-.�dinalzw PA Dq.a Sanha*Y Pccmt ApPI. �r �• dK A0,1 . Y Wwm.m. ;Wvum.�e_hu m•P ,m rM t 83<, u*m.rwaws�a.a-1en.eq„- 3 G '°P. ❑ w_wxcht ❑mmo.w-cm.aoF / ❑ `----�/-- �$r:wdw�' con m 3 SSy3 57 ud(L iLm m..a>.mm... nm ..n cmpim,s a.reume.l au A PDwT56 Wcom '❑,m.e,...ee ...e ❑x�.�WnammaC°o ur..:�cNOOO5_ ❑x.m.I ❑LMm c� Kmvm(w.ml r.r ,wi oamal 2 W. 4oV• "�� L c,. V,, n. —_ ❑ ' 9a • OC a zel H I � Mc..a . ;,�y.pe...a 3' L !di� ,..��p �� MANdJmii %e •_ ":y w.°m...«.. _ an.:,�eFF:..L .��1G: p1OIS4'`, .J- yKOINKI.n 1 11-1 pur tl.lin 1 R-2 P� Ia oL • u.. � sevsrr, m unu 5 y y�_ a a, a Iall mulmg�G., - i LE43AL DUCR"ON e-�q Pmpeetyloe 4 Y..�Y.. Sm. 'I i NR_/ZW.'fovm of _. Sobdi m CWDed Smrvq MaP# Vulim Page#5593 Wg tyD N ���2 Volume �+ Pegs# £pc Lww Y^a� Iu�lmm idmnfebb /Jq m SYSTEM MAMIT_NANCE AND OWNER CERTMCATWN l/ v>�evm�mmw mEm®waot>vuzµcslelm Jd�mhmm Vmmve fiiE¢s mhmNe n.nu. PiNa Orwmvmema me mptic mk e+mr eOm rm+mum.umvbl br•pOmmd l®Pa abm ym pm® mem mmem.aem bemomm O uss.pemmt.mge mdmavm diq�m ffYemm om>.m.mmmm< �ypmgTSmmw eF'ifietl m 4Ca®.8352(l) 52(1] emlm m.pm 12-Sc eau Cou@yHwmy ONmmcw The pmpury Owm 0, w WbOO,w A 6,, C VP4ming@Tnnme Deyttmeot a ca ace fmm mg iby� wm®d by a Pbm4¢.jO®%'® Fhm � Pkm�mabu YOmlm va*H*"t(1t We Qal ¢ aaammm mop� ayammm mpmm wmam{cmamm mum (2) (itommY). the M+m mt u v�]n rm er.mese llx.bendsaerW bow =s beprmb, mwa8e m ow vyamm wm the .mdmdsmloop,hmmu m by We D� afCammm'.'t be Oapmom Of NaaOO Rwm Smm Of Wu m GN m'rm smog dW Ymu emm syamm w bf v mammmtl Ouw be=Ompbml mE Mmredm tla Se t mCOmh pbmw& Zm D� vitlm 30 days of does ym vgoeh®dm D empfymm.H memmmmm. muemrhebm Mmylamtmvkaga. [Ms am�wdm omm(vl often popery tlaffiMabos, bywem Ola bN=awdM mRepebx a(Dm10Li,:. Number mf bedr m —� SI NATURE OF APPLICANTS) — DA "'AOYm! emC umn.Pm�<my=WtmlM vaomsYWmltrmB��wkedhbe Ple®eAlm�o6DePsmmt ••• Iamh wah Wb eppluememm�dmmemorydrcdt Ub Aemhr ofOcede'06 eodampY Ottlm rmnGdwrey mpd rcfmmrt u ends u the sOartwY dma. (R2V. HBA51 — .. --_ „ — ... e! i xowo. r w s NJ MSS 1g11 9rv-a260, 4a7 EIVED +. M . Mom, s.v,p..yxramnme:p@) yf} 201W�n Aron va.a 71U 1 NOV 28 2017 Me . W M7D7-71m T. O�RQ1LLLOul�- a _ ��aS 284ASKSCO -1@6tAry�+prnni l,- s-^ L Ivbse hlu•mW.e-Rw RI..A11I.y �i F3 014-os?o-3> rw..o.... d.4,w.m � 4 ay.ii. d/ vocw 0 2Y x ALA 'W ae.moe n�Y W�.�Mh ,mow � l~ ❑ ❑WdKmarnu-ommEellu. �m YW f. Omeo.a-c.eaeye mm N3 ❑vm.p q3 ❑wa.�s,.® ❑*�xda. .mow, ❑amMme.....,r„�sr.®mw®� �.� 95: o va w.. s.® / � �v 1254s-s YPI•8� - s L.. v �7N _ a v Jam/ _ z � I I N. 6AIIIA.gip.: q - 35 4� , (-5 t n .4we,.a opaaTMeya phis ION OF INDUSTRY SERVICES l 23316PN LVIG PL 6iE 150 _. GREEN EPYWI N3045t11 - SPS ei Contact IDmu9 n Relay no tAirp na eu'mmpnrra/wne Woman n� Seatl WalboGn, im Laax GNlfma, SCMary November 21, 2017 CUSTID No 226900 ATIN PON?Slmpecror ZONING OFFICE SHAUN R BIRD ST CROIX COUNTY SPIN O IIOI CARMICHAPA. RD 1432 NEW NEW 20 HMOND WI 5401P6409 1101 C R WI AELDO CONDITIONAL APPROVAL-' PLAN APPROVAL EXPIRES: 1@16019 Idenhfiwllon Numbers Tramactioo ID No. 3025187 SITE, Site ED No. 84480E Mike a BaroD Mike1844 Pleaserefer to both idarnficattmi mmbas, above, in ill candrnm rtes with the Ave Town of Hammond let Croix County RBI/4, SW I/4, 534, T29N, RI] W FOR. DescriptionMovnQSsrem/3 Bedroom -Nor, Conso-uminnl Object Type POWTSCompmenl Manual Regulated Object Tire 1736888 Maindrance required, 440 CPD Flow rate: 151n Sail minimum depth to limiting factor from original Race. Systems) Mound Companem Memel -Vet 2D,BBD-I(69LP(N CIb I,R I0/12),Pressu Distribunon Component Mmieal-Ver2 0,SBDU07(6PE 01/01,R 10112), Elfimvl Pder The submittal described above had bee, renewed for wnkmimw with applicable Wisconsin Administrative Codes and Wisconsin Statutes The submittal has bear CONDITIONALLY APPROVED Tbisrysam ismbecovswaiW and Iecated in accordance wit the enclosed approved plans add with any component manuall reGrarwtl above I he owner, as dented in chapter 101 a q10), Wucomm Siamles, iswammsible fareompliance with all code regmrements N0 person may engage in of work at plumbing in the stale unless Immsed to do so by the Department per 145 06, arms The following conditions shall 6e met during construction or msmllation and prior to ocmpanry or use Preserve dispersal area prior and during construction to avelll disNNavice, compaction and um of the site • With new construction, its recommended not to Activate Lou pump in the dose qN: until the Above, are pumped prior to homeowner occupancy • Wastewater generated tram contractors cleaning of equipment and tools and/or left over ametrucnon products sort not be discharged into to dinars duchari to the private ansne wad ewater treatment system TOWTS) Waste Amsterdam shall bo properly disposed of on oroff site • Any Yll grosses,leaves and shrubs shall be cut III and removed prior to tilling me surface for raddlabor to prevent mating under the disposal area All loose motor retained he be femoved Gom mowtl Area • Divert surface water Bom POWTS Area Prior o construction of the dispersal area check the moisture content of the soil to A depth of firdies S tl f l will result in combineme infilmitionof the Yen be determined atm v ebeweem he hands f bills tab a /4- inch wire tester e['tcumbu ceedfthes esoo ex are do not and cam tune • All piping shall mnlmmto SIPS Table 38430-3 and SPS Table 394,30-5 I ... Lit, To dall sewer bri In per per NIS 392111111 r i.i well aelbaelu to meet cbs NR 811& 812 Tank Installation to fill,, all mnnulai a r, mmmdmom SP53835NIIIe1 Th, mmegcmem plan fore III IS shell .panlicn115 wiser, the urr¢mp mechanics ,fan acmb¢ or anaerobic nntmme Tank or a MII took xhua uthu ul the tnllnxme seism...... I The bonnm of the fork rs l oretcd more Bml�fe Ibi ihr,Icr anon x hose lhe_�parfJsJoept($. ] TM1e Mnnm of IAe ynk n lore lad met, than 1N ten hovnnlelly Iron xLuc The less tern paa Ii J coe vents propart111ne1s1pnanO lmullmon Pump Floela to be set and serlfed Per anmmi Plan All ellenen This retail in Pump rest tie to meet TDH a ad GPw Samerwati s; Area, that ..pied ,In ON k In rnps. red tmWdsn ¢0e of and rlable for proper Ito, ulnae almlc us, b,"lit a If the l limatMoo olf muW loel Alug r f 11 area is puss,.. x lien an al Ws B... r I ... m m.aa..m,wred to pmsadet lFaaam rmllnama or, O ner Respunsibillhes • Th, earrent mmer and each auh,Pq. nc,,hall or,u.ps of rho]Jt induction instruction,g u nrelalm to properand .. s fl ofthex nM111 ra and 16101 el Ns eppmpna a openpon and maintenance manual andOr an for the F'Ow IS JInn , rpm oVPicks al 'S 383 N 11 In the[sentthis of abmeptu ofie toW..l mnpm ,alto sit I, Learn ahealth o hard the propon Per mm, fnlb x them ini plat n o durMin up, t nm ppted plan, A cops of the approsed plan gxnbu and this Ln r a hall Mo udurmpa and epen to ,I,cum bf aurhor,I repre .d The Thrum ,rim nmry i local l.cmn All permru regmred Be meeTIM, or The lImun ,palm lhall M obtained pro nom n.umrm"ITI of curonurnOn installation operation In uniform this appmime Dineen of motors bemcea Prier, I, lha night to ,qpI change, or addition, should condition, arise making them nc.a.ary for ,it, cmedl ce 4, PIT sun uan Inl G 2 1 nothing in this rcvtew such r,Iles a the deigner of the reftomfl Ny tnr Jasigmmit I'll buddrn , trui art urmpm ma Inquu _e m thisc,pi...a n M meta to me at in, IJaphone Morris, listed Militia, or at the addres, on No, a h ard n The abate left addre¢ee ,hell provJc a Taps It rho letter and 01, lbw I S mmagem, nl plan to realism and any other, Ts no are tespre uble for the munclaunn npvermn Or ntaimemn,e oT the pairs 11 Sincere[) [IR,ywred5 ]5000'��n✓tr �t/nnunlNrll nvmcetl Sun Rtee oe Thallm or[e,..I'd, a ComWItM1 YourTim Vander Leest .,Sbmutrplan Sewage plan Roe,ir, Ilnnnm of lIii Jenne, AR I cutla Be7633 '1I y1 2214 Islondan � Frail n am l0 3 111 pm tim senduhuL1111 V Ldwin A l as loC Nn4'waur Speu aba O151634-1494, Voiles -I ,Jar 8110 am 10 4 30 pm YHAtM R HIRE) PW2 IN 120Iv Imula¢ buildup woes showed 30 fat per SM 392 30 (1IXc) Well setbacks to meet cot NR pl l G 912 Talk Installation t0 follow all mmufamm's reco=endnums • SPS 383.54(1)(e) The m aster ant plan for a POV?S shall specifically included the moment mechmnw of an tumor or mumble sedi ent auk or a holding HE where either of the following condmom emt 1 The bayou ofthe turstr is matuad more thant 15 lost elowthe elev' nlwak z The bottom of me arik is located than 150feet h isleam ithsov and is located. • Verify property Intent) poor to installation Panto Floats tv be set and Per0ed her approved Plan Amchanges may rout omM TQtl soil GPN Specifications. • Areas that art ottumad wnb ml, homenu, tree rcon. omp, and Molders reduce We amawt ofsml callable fw popes wvnmt lfnnorhasneowmilablevemibe bssalaree oftbe mound sun hobo off al ®nund level A larger fill me is nemsnn when any Efte above conditions are encountered. to provide sufficient infiltrative area Owner Responsibilities The current owner, and each submquem owner, allll receive a copy of this Inner including mswmivns totaling to proper owe and mamkwice vfihe system Owners shall Heard a copy ofNe appro riate operation avtl mamtevan" mmui mdbr owners manual for the DDWTS minimal in this approval STIR 3S3 54IO In the emotions and absorption rynem or any of its commaent pan, malfunctions so Into creak a health bawd, the propury owner mat follow im mswgenry plan as desrnbed in Has, approved plans A copy, of We Reasons] plans, specification and his Iglu shall be uosite dating wnsoucum and open b impmihn by a diamond represenmtives ofrlie Depvhnem, wWeb may include louliwpecrmz Afternoons required by the sate of the locnl mumopelip'sdli be abmmN poet to cOmrmiles rof namwwrnnallavawapemnan In ganmg this scroll sale Dmsion of Well Smiws reserves the right to mgmre uMngcs or nddhams should conditions erase makmg Nun necessary for code compliance As per state nits 101 IEEE), noWug in this review shall relieve the dengoer of she responsibility for designing a safe budding, structure, or component Inquiries concerning His mnespmidence may be made to me at me telephone number lined below, or mNe address on Nu R,vehmd The above left addressed shill provide a copy of this team and the PoW'TS management plan w We owvm and soy offers who age responsible for the mnallmiov opeaoo, or mamkmnce of the Pi Sincerely, Fee RequuetlS 25000 Thin, Amount Will Be Involved Men You Receive That Nvoice, Planar Include a Copy Wdh Your Tim Vander Dean irtaft Private Bewage Plan Renew, Division of lntlustry Services WiSlAtr5ubade WiSMARTCWe 7633 (920)492-2214, Monday -Fntlay 6 am To 3 30 pm um vanderleeatldwm0om n gOv cc FAwu ATisch, Wssrewakr Specialist, (]15)634-34S4, Muodsy- Frisby 8 W w To 430 Fm Cover Page Shaun Bird Bird Plumbing Ix 1432 120d1 $t New Richmond Wi 54017 715-246-4516 Date. 10/3117 Owner:Mke Baron Location: SE114 SW 1/4 S34 T29 N,R17W 1644 601h Ave Hammond Manuals Used Mound Component Manual Version 2 0 (N.01/01, R 10/12) Pressure Distribution Manual Version 20 (N 01/Ot R 10/12) Peg" 1. Cover Page 2 Mound Plot Plan 3. Mound Cross Section 4 Pipe Cross Secuon/Pipe Layout 5 Pump Chamber Cross Section 6. Pump Curve 7-6 Maintari and! Coragenq plan 9. Filler Specifications c section Attachments Soil Tao Shaun Bird Signature License number 6 00 pECENED Page 1 of 9 Nov 062217 INDUSTRY SERVICES System PLOT PLAN PROJECT Mlke Benin ADDRESS 156497M Aye Hammond Wi W16 SE 114 3W OAS 34 /T 29 NIB 17 W TOWN Hamnxnd COUNTY ST CF(M SYSTEM ELEVATION NV 165aM 10 10/31/17 BEDROOM 3 DATE — CONVENTIONAL AT -GRADE CONVENTIONAL LUFT HOLDING TANK MOUND yopY SE TIC TANK SUE 10D0 gal ons LOT TANK SIM DOER TAKE SIZE 630 HOLDING TANK SIZE LOAD MIT 10 ABSORPTION AREA 456 p of ahwbas none BENCHMARK V.1LP. TOP Ol final IBMM pool ASSUME ELEVATION IN' Hier IAfeBDle Filter El BOREHOLE O WELL 'H.R.P. same as Wnchmark Gra0lnp ie to He done to diven runoff away from syamin Pro3 Scale = 1/4" = 10' Bedroom Holes 2 Acre Lot B ` R Huffs l Combo Tank Well is to meet all WCNH salbsoks 3%Slope Easement to RED Ave p}1i Area 15below system is to remain undisturbed Property Ulna ropaey Line , .2o-r Mound System Cross Section and Plan View 1 I ' z T 3 ' 1 � t � a s a KL slope Drrxoon �a Dmmdoe Fed A B S D E ,� S O dA X F G H I K L W Z s GENERAL INSTALLATION: The mound hoes is staked out gong the deign comour Existing vegetation is mowed and regal off the site The mound basal sere (L x R is plowed vnth a moldbomd or chisel plow. Plowing may not proceed if the sod is wet enough a the plow depth W farm a Y. urch soil w've when a sample is rolled between the palms of the hands. ASTM C-33 quality sand is plaid ormediadly after plowing. Sand is placed wiN a vacked mxhise keeping 12 or more inches of surd order the tracts or is placed overhead by a backhoe Special care insist be used wbea placing sand of lee then one fort tbrclo ess m on noon, compactioo of the plowed smfece After the topsoil cap is Plaid. the wort mound us sided and mulched to promote vegetative growth, Iwrt erosion and protect fiom freezing. The obsmation pipes are sloud in the lower 6 inebe said secured or plaze with mbv or a closet flange. 1010710 page 2af-�— Pressure Lateral Layout Two Laterals — End Manifold dd out g 4 Sweep amd Pm Um System Combmcdua uwa art coaso-acrd of gc We eo PVC nire rn fi s m dwd perpmdicwm m the pipe wirb a shop dd0 bit end face down Lateral tmn-ups tan w w th a threadd WemoW Plug and me a Iowd in a 6-8 inch dsemeta lawn sprmul valve box accessible fi mfmmd grade •���• Grade •���M�Q.'.... :��������• 6-9 loch is sprinkler Valve Box Page 9 ofL 03/051g1 �l,�J_7�lf�Jlf� MA G�7 .. .. .... �Ib n � omiwmemk � �-Above a.m woe I,rcYmg Deiiw. ww bloohok IGeholelBcP Above mod. <6• Btlow lL}de sake weoautlm �"`�� wa�mr-mot ' pmmWm Bvx --r t Vem hfi 12. qaV� AboveQW WM VaY C!b 1Ie�. yp ��Io1R BAme €I E S BwiNh Be' ooE Beoavo ovl �` A w" iDwmdoo �ovus Vol®efLL ;< B Rare,.� A r 67 B 3 J C D GENERAL BV$fALLAMN: ttr e.pk/am rot k bedded d t mw k .ma.0 v tl moudamvvt. P. o0p� ryxiPomms. Muvmrm dq& of buy u sp ^ by db mmoGmo.. o vm be e.meded PLtrM6 p..w Ippo brvhob ruvve egowd b Wtl (pwl ) m ll[L Pgm{v dr mM and aala is d.PyoM mYC1.1. btln1N wbh wysEd, fi11mV. evd Wdw oobk.oil®Pev�.Wfvymup{i^p. ibe few mw u.lsred vrm 6-Sr1 i0 PVC bbddpe dr vet anv.om.W dr. ehe.<u.wlM aveiv&t. FJewid evws ��mple, wENEC 3UU od C®161n. WAS pof� LjibertyPumps Pump Specifications ram,_ 280 Series 1/2 hp UTENB PER MINUTE .I I I vII,I...,. C.emUl1o1.,.�HvPo�k AIL w..<...m.wCe.m%nnvl10vn..&VI l.,. Pm System PLOT PLAN PROJECT MESA Barn- ADDRESS 156491 Ave Harlmw0W161016 RE 114 SW vAS 34 /T 39 N/R 17 wTOWN Hammond COUNTY Si CSI0IK SYSTEM ELEVATION 9681Weiland hip IW31/17 BEDROOM 3 DATE CONVEMTIOSAI, AT -GRADE COSKENTONAL LBT 1101DL\"G TANS MOUND AX SEPTIC TANS SIZE lout gallon L6T TANK SIEE DOME TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1 _0 ABSORPTION AREA 456 ♦ of cesu n none kk BENCHMARK V. R.E. Top d s1l IBOY pOR ASSUME ELEVATION IM' fitter LIIsume FIIH ❑BOREHOLE O N'RII. 'WR.V. P61ne a4 Mitllmatl[ Grading A to be Korle W tlivan run-on away from system Scale = 1/4" = 10' 2 Adel o B.` e BUN Comep Ta I L B M' Rs' WBII is to meal all WDNR setback; 3%Slope Al 15' below system is to remelt unEmturbeE Eewnlant to 601 Ave NropaM Mound System Cross Section and Plan View Dhaedae PM 3 A B + ffi sue. s D A I - e { I t P S O l � H /0 1 I 1 1 W _'f X L :-� -Twaoil cap Materw =ASTMC-33 -Ckm aggregate =4 in. sch. 40 pvc 0 _ send fill Yab2'h iv. die. obeervatioapi3x Oeoteimle G H Fabric F Qa1�_N D E �_l7 Ft Coumm Plowed Surface Slope Du..xion GENERAL INSTALLATION: The mound area is slaked M along the design contour. Existing vegetation to mowed and raked off the site. The mound base] aim (L x W) is plowed with a moldboard or chisel plow. Plowing may va panned ifthc soil is wet enough a the plow depth to form a K inch soil wite when a temple is rolled between the Palms of the hands. ASTM C-33 quality sand is placed immediately aflerplowing SindisplacedwithatmckNmrhixkeepingl2mmo mchesofsaod Weaecksor is placed overhead by a backhoe. Spatial corm nun be used whin placing sand of leas them one foot duckrcss b mivicuum comparison of the plowed surfacc Agcr the topsoil sop to Placed, the mthe mound is seeded and mulched to promote vegetative growth, limit erosion and promin from hreesih& The obaetveuon pipes am edoned in the lower L aches and vaurad mplacm with team or a closet flange. 10107 Igi page Zof ensure Lateral Layout Laterals — End Manifold ntteaded Ckanout Lazeml ruraup Plug Mm fiold LOpg Force Main 7i< ]3eud J Prusure System Coestruchoe / Lamsals ere cooshucoA of Schedule 40 PVC rape Orifices we drilled pnpadioww to the Pipe with a shmp dull lut eud face down. Lateral tum-ups msmmate wi a thrtaded cleanuut plug and are mcloxd'm a 6.8 inch diameter lawn sprielder valve box accessible from fmuhed grede. a a..4 Q e aeeBaa<Q 000 ea nch la. k er Valve Hox Page 9 of1 03/0510 _ Mmim�Plmp perfmmmce 4o aP a i /S RTDH OWtl Mmbde � �• ne,.«a.aa wm [pi®gDsv4a. We Mmedc <r aww a.ee saved wmd� t: �.aa+®mow• �..�� ''.w7 u.kAe AC�•,�eev smm.ly awre n wLmu�o..m.\ __ Po�eEfatle •I I-1- ar �V�or � Dade Pdev Tmkvok®- / Cl Dimmtlw, I I Vd Otl. I•T 9> 2 D t . S S ,Z O A04 V. we.a B � �PJ3mA T �4-. �':I Balrm GCNP.H.1L INMIIAnoN: The me aed u e.aaed d u.t wed m .®dms ..n m mmu6em'ls Poduv eppwd RviG moot MNm�m hq6 of bay u Wvdld M We mmefemu+ary ev Is >lLdld wvhd6 p�u Wm'el. R1e�le [owe mVvaa m @+de Ww m alboo-•e Imkm6 dev4A 1lp�dl4rk) Neulld. Pgm'tl ar IOYY W tally a dypwvl mewL'.maead m dt Ydt .a6 wyCYBtl leidwmblc ezlmpNva vWbg arm 1Y bo Wm ud°"'°E vmh <'Y1b RCm HWe<dn veY aIOVYl9 mE ds ekes uddvtlsapN, par .� �riNNFL t00 mtlC®162Y. of ONES IJ KEAD CAPACIY CURVE MODEL 152/153 Tom. PER MINUTE CONSULT FACTORY FOR SPECIAL APPLICATIONS Tm10w9N+tl w�EtlY •. YMT]aq+N W� .guy Y�nml.b Opv EYA�c aea n w.amo e.um semmebmlmpaq.0m� �ytmYbketl flml sMCFtl MEVEJYJi 4.WK IeW C9NM4Ym`Nµtlsy $pF .0 x�1YF 1�N'GISd �-n ��ulreE�E FMIIN PER 14 a, Zz 7Fn`I � yppp�pb..NrY1NbnNuatlw>Ap wrvz •.nW wibFmnonW PEblullarMEvh tlw.�m.Maloousw..a �.mwe�-.w+�n> nu PId�IW^. RESERVE POWERED DESIGN Fanntv9mn6dmaiefs1e eeMY p aEngE mwMtl ME l PFN' o"IRM? �ure� `B. .'sOnemi.�aVwwo o-'n. /L..Sv L1fB CODY^iM lW0 Z.Mr G¢Ni�.N(/tl�lmervM " POWTS DOWNER'S IIIUWUAL&MANAGEMENT P"N ewe FILEYNWItYAIgN STSTP).18PKAFW4TpN4 PWWof Septlo TalkCMBAl' ❑IM PaM[i SaPtTN.MnJtlss DIU DESIGN PNiAahlOB JFM [BiYrn&bm L am Manraeeseala uiA Ef0)e1ItFlrlloaa oNA xamralxnrlwwe liagT:—oPab GeM FiSnISYd Yv(M41 .�� Pup Talt YaubWa HA Pa1Plb(ONOIFYnesC. tb) -T� Psnm efeaYmaa oNA So11lpb11m Nib98NOW Pump Mold jZ om umA�rea+v FRp&GrMu(eF^O^G)` BOBlmial Og9sn osmrm(BOW Taal&mww wds (TW) I&am+r aenee' 9'J n9& ma nWL SIFA 6AeBmwawa OSVLL45i'NF9b ❑Paa1l oMemnblAMSaI ❑WeIIfM OOMIepIAm Oopr MaMemvx ROIOatl Elluaa Oudtly (BOD Bbaxnbl ONyen oaamd (BOOS) Tdas(g Soros (ean) PewICplMm eamea,a mean)l &tWNV/QB. ib myff- zl0 m&M1 IXSpOna Offr oau m (DmMln GJnpmlmE (aauullreU) oNga]e M 10 ftoomx NMnun FLIwIN Particle She %bNSromMr Vakmma llnxnesaelwrmmrytpwq.nyam ryxaiveaassmt a.. SCHEDULE Bawl" Eaenl Sesvlu Frpur Inspad wlNDwawnN!) Nkaonw mery �omonW N ( um]ysa.) Pump WoonbnhalhM(s) Mk VtlY.Ts nsta]Elsprd uY(!) NWsl mm cpay nanps s) amaknum&M) Clean MwMaM Nbeaawce ry Orlmn n s) Inspapnip, Pnp mMols6avm NMaN av_B emy � onMaa�leaNs) OtW FIuM Y1bW .MPmseu NlpW gyBmay 3omM q om °°r miswd wsry nnv oywgs) NA °°ir• - Ntemlareawy ❑mwm O)vl(N Nn lvuu ANCE INSTnucnOms Lopel of ank: and dmocMll wu we ee maeaq tlassmlC8" one alne 10MUN091wrwt« mlAOtins- Maas P rnW MUM ftnn r Rmakgd Gwv PoWfS lmpe�, POWIS Manta .9ep�Te sav vgomau yankmsPacupna muNkwxa Wva m�Mna ucbngq mtlenury to n few back lwamv. uremr am ream, n wha, maesnre ma.dume m mnbbea sl,.ya ana �m am to awa to am back UP n ptteJvgaemwmwNe giauM wrl' .Tire asprsel w[(q a1199cerwalry inspecW bauktl'e omumlloids hmernsaso,'w aaaml b ooed ftlon TaSotalluni P'ItlM PovrGavnas. TM pmWganmuauva a 9mM five ormn ned udun awn of aaMmM s �wU W Mmfusis rcEF vl ( al tlp m 0 rgdabry eutlellry'. VJNen W sandmU ewumumMn al slWge Nawm m Ury Wi kpryama¢INN (%1 w nvea W rook wlvma. Ne N0. rnnta alma Unk9un Ce ren�a NgaSept�e SnrvkYPOOparapraM C¢poseEamavatlanw MN A. tr3,WsOo,WHwmin Mmm,slreduc Cove Tle soMrLg of effluent flnem. yn p Udaed POWB oaBor E, Mkaegmanl wm mpanb, and SW oNx manNnanw or mmlMho eof 1 pf 11 mwNM1e a YU Yml w pcbne By a wNfiM POWTS MWtamx_ A aervkp capon awn be pwaea w ma mol repU aUftl" WMIn toaa/sa mmpeaon of wy mak*arenL STM UpANocfpA nota Fa rcamwmM�. Pkw b um d W PONTs den msOnap lads) iw W pnswnw W pLnia�pp pMucb ae apses lenbmmd aaf:mma.meaeammnl pon�anaraeasasau,a eapNm dysl NkMkar�ylndaw se aefemelw WmmW.n of mo wnh(tlremoeegtswapa rarugaprala pramuee ' START UP AND OPEMTWN q, yydipy y ylsy For mm MMmrdbnx. me nE.wrMm eult(P1 N n M mr�ew d w Mq made n< o-.m,.n r+®• m.w OP up. Ynkpl remora W..mve..eena�redo A SyMn aut up sl'eM M mPMm wl rrttlbau x m>mn etw InnloWve sudum Jmug p.+.'er nn7r I>•nV M1n4 rt.eY 91 dCce /'.enw nlBlr.sitt bola Vrirn rp`Ar Y r..Ner M 6�.b.I.pM v9 tl. erw�ereamwaYF.wMN.11n o-ewy.er�.o.eaMnwM WIIM eM wyrmElm Me.+dvd ��'p'�^dm1°'lfa° Y mbllm w wnem. M'u w renvaa W a SbOMA S.n10W DMr% Yid. m lm . mmI WME4 dR¢M NAP n avitl, Pkmlw w VDWTS iS W linElm'n ntiT -n rremWN Wer.Flp M pnV x ryry uW OdMJMmp.A wlilp wYYNe aM NPwW ¢'If W+CNrve r. Ph c�Y,MdINbM. WWrCtl WML1M.lY �b u M.m awrc d.N mwre v MnU *U Mull amytr+am Raunx.�uerimin.mndw bb.Iq Wvnve. M n WtreyN dwvMrraN PrA.YwfbdM PONIS bd (s p P P) e.le.T nYI�iMiv.MM.M. MMriBn E+v*re UnHwe IerdJtle.mmei/rP. N °k' PerYm rMMNeM�. P 03, unlyry n.Pkirv. Mppw VA W W bIViK' Onne. AHMF)QNMENT 9W me P�Wia ml h. pYp.rmuwWrMm mol mnim MMMAryn4V*0m MIWnbnu. mMM epWnYWtlCbb era seM mvaoiwo m mnW.M.Mm wPr C"^^ aid. NeemnW Aeminbb.tlr CMe' ne pllYp mrw..ne pY wlmaYddnnma.ra M.Wnaerw ogapMNnP...Ye. Tne mdera el.Ewa.ne Pn•eneuunmevm.m Plopwye.P®amgesapmpe s.Mdrq Op�rv. AMr mapmF. r MEv.ne PM.wu m e�ma.M.a eM remv..M v tlw MMv vn�m..e.na w edM p.M ntlee YNn WI, varalm.MNrInM WM mn.nm CONIINOENDY PUN n M POYrta Ma Ma Mr m mpm. rrn Ml na n ,H Ire Eanr. o, mW Ee mkn. m R G 4 ¢e. m Paov vW.MmMe MMvn. 0 A nMb nplam NM VY N. E..ri m OW may Ee iWlme brw koWn d. r. Wl rk abwMbi M.rn. TM rrWMmR m. MwW b gdemt M1wn tlYm9F� Md mnpeYon and tluM rtl M knrkgp ym M npuRY1 Wtle.uri mY11p W pdpMbt.Yrr2.e. M Orastl'etlle. Fdlurt W pvW Mrpi.Mn.r. n..i r�tl F w nea b. �tl re.m.wutlm re.roMYn a uiuW r.yvnnn w. Redxmr. pMb nW mt9h'em M nliM b ¢bMmm 0 ApYOb YWQrt.eM ve.YMmlYtle du b..OetA aYbrW kmMcw. B.rM1p YFM.>•MPONfa YYftlW1'B I NgYrE:mp Lv rmWMrelY rmnmrWmwY'ra GGVT9 p mr ee Prun�drn wabc a�e+IMGb RN.d�'/�I eru rege¢dM9 pY�.WIW..rrdMM YM rrW MYrOlftw e V r..or b rwa-w w IaIM P(NMS Y�I.b.a ab .Igely wv pw{Vm ay.bne meY b i®alnup m PYM bm'd'M nnar�M d w EIviW p M IBb.Y.e .mho. R.mbVu9ore c�ruM.ysbna nu.l ¢nglrMNw rvrb MVJMCMIbx. MMNIND» SEPTIC PUMPAND WOR OTHER ENT TAMK4 WYCOMTNH LE MRGAMNES UMTMNM, DEMUFFICIBR OT- DD A ENTER AFROM T NW d1 OF TANKMY! E MN UNDER ANY QN SEBLE. XCb. DEATH WY IIYULT. MML'IE OiA PEP90M FROM THE IMTHRNM OF ATANM WY BE pFFIL'DLTMIIp0g91BLE. ADDIPONAL CCMMEA E o"I���/y�� �MlrQ1l-]�Ella� o`a�ir,:��■ 20140048A j 11 [\ • iil. I„� WMWIM S�FET! 19G�O.nu'S SECTION A -A nvu wum Y 3�17C TANG:MAINME CRAGREDAW AND OWNEURP CERTMCAnONPORM Mul*Addq S6 Propvq A J- "`m+m,emm,�e4�s� ary/sroro Pmce)IdmtiGutiov Nmobm o/S—/D 7S-2o-3sb I ¢csy DLC rmmON hW� r )ae uov SE K,r�NR_:LW, Tore. or_f _. sllnmewm taR-L CmrtIDNS�M.Pe vw® d3 PB®ex553 . Wemaq Dn M_ zo isz > _'voleme 'PW# Sacboo.. us!'...1 Inlbm iEm.ypbOm 9YR'1'EMM&RUM eNCE AND OWn lIF'1 AnIO �amnm of 0�•mofla.4¢.YA®moltl�memmP®.m.e R:hm:mhome w.s gvpm �.r.�*m.Om roe (mu®of 0�e W�mvk [.3YI6z rm.a.vu�.vmMbr.la®1..�v. whu»uPmim .Wmc mnkm..v�y Wem Wewvm 'ny .36itia.re.Cm6edm Of«83.5)(1)mtlmgyyll.SY Oov Camry SvomyO�m.e. �®� eme and ��Y o Imbm�mm nbmtlb St Llou (:omy Pl.vvw6 d Zaovg U^Vm�t..a�uEm fu�.l� bY.e ..mm.m: mem.l •re.m. mnmmn0m w�bm..ve mma wmmm m. um.a eo�m .m+ryim mrt f n m. m.Q d rom lA ron mfwae. o-mwwm.mw mwcm mua cr�.rtmm,p<,,*®mae�eee car�.,rx e...s�..tm +meua.�m m�q �� etl.�w� m..m..ma��=mmm.w.wmm®mm m. m..m m..e.e�.l•n.m.wm. M napamm orcommcm.m m. Cepnmml orH.mV �euruc®.m,emn rom.me=mamwn.m®®m,emmxm,�i,m�.mme.meme rose �c,m,rN.®ad T®e D.wmm wmb n e a.n.rm. u�. n.. mwmm ro:. Vae.mprY¢u w.utmm.mib. a,emAe bm�wmpm. Ym.my,. Ihe.mYm�Oo owm(.)orme w.pmfraua�a.bmy Mwmemr. a..i aa.aea mR.PW ofDm606m. numw _ � ) A CANns) �0 33ou 7 DATE »•n,vmr®e®mn. ®mmmme mr,�w m m.,mro,r wm bme�...b.a nr rx eb„ms d r®Blba� ••• �.�m..Ym�.d •H1jplr agar ro<cep.m. orrxmsu�,.,a. mpywam mca.e.m:Y�,f (xev. egos) I POWTS OWNER'S MANUAL& MANAGEMENT PLAN qm - L' •I _., ' . yam- FRVmAwi'� 58Mka Event Service Frepumcy MpxtmMHmat9nk(s) At wtofafe T0monM Ks) (Maimum3y ) PumppM1w &tmnk(s) Men oonn skidp aM etyma a mbNxE(V of tank ud Img3dlspe�eal oBMe� mfatcnce v rtaMa As) (Mvilmum IYM1) CbuneMueMNbt ANmstcns , Gma s) ImpM'lpunp. pump [mtrasBaNm� alaMdra Tqy Ommnm>dy s) 0NA FMM mI�mY.a pxvseteat ul omoefasClY OortunNs s) ON - ulmpwmanry amwMs Oyes) qNA °°`r Ml onmoe OmmMS aymr(q 4m MNM@ MINSTRM ONS jws oom of sam ffi a to S 11 Ee made by an tANMUM CWVN one of Mre fow gr or MasMPmmL . Mmla PlumCs Remkbd Sam POMTS IirsgrJre. PONRS MaNVBeft SepMpe Sen'ky�N lKvAm TaM lnspra9wis must mdWeavivehapfnt o Age andmm arymWfo aEmkm M1yM2m, Msntlfyent OaMmmlema.m®slve tlrevNvmeof mnFLM skWpeana swm aM mC kMamW mpmdkg Nemaemmpm amend aunare m»d�aPmaal 1(a)MMA Im Wualry inspMadm Mak mo BlSaadla/E m mewaenauon Npesam mace�kam�y Paling memumnmwmw..amnata TM aMkg arremumimnm Praued Nmane maY mdi�e a inning CmiMm and reQukas dK mknedMM naM1kmmn m me am reyaMmry aallmmy vMmn ammnm�m ammummn makiye and ttum m am IeMaemwam�am-In (g mmaa mllae aaM� wuma. me inmmm�tsafinefmkM1e rertqu¢EG'e Sepmpe Seri I�g OpaebtaM Erslmsed WmamtlenmvnmM Nft , PS, N!vaRin MminattetsieT2 CWe lbe aWcbg MCMwnl fillers. medg� psaWaed POMTS¢nRmrents. patreatMnemampenenls.aM any 0111Bfma6llManR or nlanilmng tl vials W t3 �MUORmba ffiuY be paRutm� by a ar4fCtl PoWFS MalnMlror. AaaMy repMSM1aA 4e Pmvtlad m Ne ICI repulalmyautlwlyyMln tU Eaysol mmgaMn of mY servre eaant WT OPANOOPF TION Fatlewm�mvalm, putm use al Ne PoWIS tlr htraeEnmtfaiNa)am Me PT�a{amEn999PPaduchmolM1er tlemkalsmmma/Im{ale th beahnenlpmmss mdadmrepe tlm d'¢pm581 CBlys) IfM1gM1 an Batratlpnsare degmsd M1ae na mn[enemme bnk(s�renmvM eye wgege eeevk'n9 opmmm gvmuze SI Up mo Op Mobl For era muvu'Aon. YN•w m dae d tlw P S mm eeahwilmlklz) bf Nla prmnw M PalrNlr9aa wMe tle mrurM d NB mq Inpwo e. eeaYM croam awl'a e.mepe Ine alapelw alllal n ItlW rnmaemYbu are bmlq meo.•e W e wpem emaq opeumr wvm uw. uAllmo SYamm pme emag Mmap may Indtlme sellmnYtlN IrMMCze yyImM u mlaee Me mea wYWabf winw Ourvq Iw+a' wwps W^V YnRa meY y eme'.nomul IINlhwkr Wtle. Nan Palm elrMpabtln ApveY rY(y In cre brpeem. u'erleeeR9tlwd Raymond Mf eM eeryrWInIM bwY<rp waueaa� Pd MRae WrV w mMeydayea TO decay!MieF4wv a PONfS WrNYW b BOut b naruaW ©ar05 S+MW W!d• io rYYe MN91MIe MmN W qnp uM. oo mlONe mpNwlYYs vmr YnYa wtl NePwa°l ue•. Nnd bMe ar wrR wv.a MNroW 4YNIEamrlgat TewbNm IZI Me 15 W dowrmpe of sry nwurd aaVSrWe mll eEmlPmi re% RedwMo-dlminYlbn e(tlw fobMrq Mntlw vaP ba4evn nw lmpan Nx wMnimm NPdwlOBe WMw POWfB urmkuV d a Mw: dTwe ba4 mimeo: auaa ma NI mwq eww mead Sealy' aNOmrrre: mt wWM JaN (aura pun,) � muM •M moraw a adersa BaNnG 09Se. IaiYJMa. nM eeYe. nMmmr. ri: PrgV PrdeeL: Pew[Mel mnllmy n•WJrm.lanpme: ewwabfmMm ONK ABANDONMENT wMn Me PrnNSleila uwor a pemevwW IMm oulM mwlm Ime kllwalrN eY W alWl be bken b Imun tllattlx ayabm u PWeM arc mray emnawim m mnWemwb dwm cwmnn.x. wlmw.� uWn:baMre Ceee� • AA pI*rem Wla uea gbeNlbelmbwetl lE Wawmeneegpe npwlpmet9 • ilia xMmb deY MRemtl ph NNlM2eriwW eM PrrPeY Na,wf]WMeSeplaaa 9ervMlrp Omemr • Albr gmipFN.•Y MYaeM NL emeY msmwtlM eip mwYM>NN m.+n rwnorel�tle wtl epw flYE VM wII pw m enRa Inert mYe mab11LL If Me POINTS PLFX X i By hb and rerviW b npeYtl the rdb.nw neours M1••• bv�, or mutl W mRm, m p'Pb a mL rvn,fW repo Asuitable, O .asm pMnLMemml areamu Wn ImmNMay M MCI br th Ic and o1a nt®m•M meemdplbn MC Te. rm�+.re. .nwle be wwHYe mem ewWmrro we mnpa o me wu m I. Inlr:aw wane vpi use .m•awn mlmT me dwm.e.mmreld nr�m waxX. Fawrelo purled NM eeaem^ma.mr .Im ma nrlmb bears viNWae+Yr•tlub MetlM aaubt<iedorrnm aRe. fleplwaniwe eYtl•m•newi m^NI alNp bNvrtlme O A WNe ryaemnwnl arm b M auell•ble M m Mmrh •wlbr N inYticm. Banlrp Nwrvm In PGWfS alll^ IGopV MMp 4N nW M hlsylM m e IW emrl m n(Iem WebYe PGNT9. lE m..w lm. m.__. awlueMmmardy. alWMiybeMrm upm MXnaW.FOMrB. mX meew e•wbhn mm Oe mfunv m treh • •u1mEb replemnve aw. Nw raponmlrm-a w1YM a MbYfvL nW me huWtl n ivarp�eplmetli•leW POWIS 'C�CAAwM vm epees wJ eEwrptlon zyuems mW w rxvnEemt m qma bYwNg nmcvel N tln mhmN M Me InNbeh<e blle[e. Ravisvu]Imv d•utlr •YaWne mwr mrpy Wm en ruM In dlauartlulNre. SEVTC «WARMXOaa EWER NYPAXDOTRFRTRFAIMENFTPXX III TMKUXFMRILINM. MCU. DR YVFfIYI ULRYOFL. DO NOT EMIR.a BROACH PINTRIOTIER THE MYITAMX UXOERRIIWXO11YSTAMGES. OG1N WYRFJULT.RIX:IIE OP PERSOII FROM THE INTERIOR OFA TAW WYBEpPFldILTORIYpW91BLE. 2014004aA m� ni C r ,.,« �. ai10, d �. p WE7 50 UDINGS SECTION A JT. MOM COUNTY SEPTIC TANK MA W TENAN® AGREEMENT AND OWNER$DP CPRTMCATIONFORM PMPQIYAd&car LV_ ink clsylswe Pmmlld®tfimtonNmnbmPO-3sb LEGAL DESCRIIMON P Pwyl mmw Subdiv m Ceeggea g.rrry Map # ti Yohme a 3 Page S s s 3 Wa mtyD # �n33Qsz> S�Lms Wml Lalwm,m k�m SYSTEM MA2aEMNCRAND OWNP TION .®. a.mo�,.emrvm.eprc.ra�mwem®nm mwm�•r'memmmk...m.. rma. meaymmm.amme dmmm am�e xPGcmme.mymm.ym.a. m..v.timea.a M.li amp. Mammomo e.plm mkm. mamm�.yemme mam dopmlryamm. O ,mmmama mapmnbiliUeaam 4aU1� m W®M).d w O. 12-s. Cma CmmrSa ONmme. oam�r%e ��� mmmmxm st a.,. ceuon Play®rmms�. a.waam �. romaMis �'.am..ma Alw.i pnmk'�r�e��m....m..mev��m.ma..epmaw.mitmgmu D)mcm.2 k. tluat/i mpa[almg., aaP��=,m.m�ma,ma),Im�;m�m,m�P�.cga�rx m...��k emmr4v pc�u Inn mom. me am" mquvemau.m.px. me♦ip®memmmxv.m m4 1.rm®�mm. M Dep�eNGmma.mlh.Oapvmed ofN�.l Hawvaq 9mmo(Wvmp r®anw� �io�srmmmoxm®mumm®n e.w�kml m.a�.am m.sx amfnmryeimmsm ara orma mme>aemw.n® mm. Sib� uae merym.e.u.mm®mmmv m.mm.e.�oto.r�ama.o.kdy.. vn m..hm me awmfal arme mWmnamb.a Wor•. Mv.meata roam,ame mx.praf pay O�w. Npmyeao M m / A CANT(s) /OdaiL7 DATE •••aorm� rmmu.®mmame®rmwum ma+mm�rvmmt nama�m�aHmen�.®me Az®,�D,ammmc •.• ��mmo u a a..aww mm mwwsaromm OfD..al oa am au y a[me� am,aa,S 0 n A i 11 crr-a�n -a4v RECEIVED .468ZCAGOCF17E uN REPORT e pwse p6nt all inft u on _a �. b_ m ,,,.i.,,m„ L4<b Iu/zti u. ...lillillilligpill M. OEMr�s���rWW� MEMO oeERN ©MIMM�IIMIMAZWWWrz>! WAMWAS ©nr�rr.����r�ire�►�r.,�ron�r����� fYT `/ . oa����000 urEam�©e��r,.r,�rr.�m���w• © .�srt�nri�� YAFI .+ �►r��a� FICS�II'IR!ft��>17�fik�[�JI�,.fll!7�flJlfail�e�J1� QB�QQQo OB����QOoo •Elvan.BT.>95�^VLv9185 aJt���npl 'EMt4. BS.ST^i�MlYaL iryt The DeW^^n�of Comoinuun Wuvl ^Vi�^`�Y cru P^r�he utlemVbW Ifp xN>uieoersm�Mff vW mnm�lwn Moue (PwlVle�uxn�me hWT�e°�nM 23151 mM fi061Me , Soil Test Plot VPIpanProject Name Mike Baron \ Address 1564 97th Ave Hammond Wi 54016 CSTM #226900 Lot 6 Subdivision --------- Date 10/31/17 BE 1/4 S W 114S 34 T 29 N/111 ] W Township Hammond ❑ Boring Q Well PI. Property Line County ST. CROIX BM or VBP Assume Elevation 100 fl. Top of steel fence post System Elevation 96 B' 'HRPSame as Benchmark Easement to firth Ave Scale is 1" = 40' unless otherwise noted Scale = 1/4" = 10' 2 Acre Lot B-1 \2 ❑ 13 BI L B.M ❑ ea' B 3 3 % Slope 94' Line Property