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HomeMy WebLinkAbout018-2021-25-000Sees .a euw.q owm ew PRIVATE SEWAGE SYSTEM St. CWIX INSPECTION REPORT DP 4N, GENERAL INFORMATION (ATTACH TO PERMIT) w'D No 624MB Pnw,IPmxy�n nsw nXmO Oevenn Homes InveSVnentB LLC Cm muo, T�v 9 TOWN OF HAMMOND N T, 018-2021-25000 ON En. o.,Nn 1 Io`ES IN LJ�2-- � 082917.1306 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER �lyS CAPACITY STATION e2 KI ,B FS Q W 104. wlia P 4.5 6r10 AF r rn. 3,7 (o-Z I ,5 48.3 TANK SETBACK INFORMATION TANK TO P/� WELL BUDD V111w41 ROAD Di InO sewc 371 86. 4�51 Di ROM -k" ri.q R2. y Dn,mP 3 85' 0!,AA._ N�ae,AN.. 2.3 10, aln, S„l., i.o lol � PUMPMUPHON INFORMATION Fr,Icrwe tLIE? .I 100.E LM /O mn IQej Snbn . ITCH 1 YCwnfour L ww815151 rS FEM e 8. L177, lPffME ZM SYSTEM TIM Pn ff RLDG TO R . - 32: 1 F34' tz-+ SYSTEM Z""a'S4' �, po. .2" may' 6. Zy SOIL COVER We Ul,,�L.- Dagne,e,-� 13,z'Q3� M"lhEaa..71Z" ,wwMw Il jlz" ' T., o � V" :R, COMMENTS' pndwe mae a.wep nu wrmn, nmem, M,) In,peceon ut TNuUt[Z. 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Pe�lm lOee W>wepn �CweM.IueBMpeWeep ew® ee.a®s,� �n®nw+ms,ree®mn cem�wamcme�.s>m�.w� ❑....real. cv,m.�.em, oam.a.wmm �vee.r,m.nnw �rro. m. c�d vww ... r.u,..n.. - —iw P..��imm .roweew e.o� ��aw n Tmkwo g left .eft LAo �7 N� � s 1 Iswafp smv ]y (ek) �yw6 STEMOWNS EMWNEF gar"j) •a_.Qvu S epemll b, emusl eSer,,E " �fle emv6 J epemei..umueiee.a o�remm e�eiel,ne @0°`-ies4¢ s bef M&naoeMoll Plal ProMed by plwo[er. cY.� es be, appueaole Codeneineneie nf0 'L��Qf 1 � 4t QM1LVC n �S Mumvea LI'll) 9' System PLOT PLAN PROJECT OevetlnO Homes ADDRESS 1433 CerrKNcus A" Suite A Nex RkBrEl U017 BW 114 SE 1/4e B /T 28 N/R 17 W TOWN HammaA court SL CR01% SYSTEM ELEVATION 10206118120 BEDROOM 3 DATE — CONVENTIONAL AT -GRADE CONVENTIONAL LHT ROIDMG TANS ROUND %XsCPfIC TAW 9JZ6 K IWOOeIION LI ST SUR DOSE TANK a=630 _ HOL MG TANK SIZE LOAD HATE le ABSOBPIION AREA 456 a ar viewer""One 16 BENCHMARK V.E.P. TOO of WC else ASSOAR ELEVATION IN FIIIN LIfs 1ros F111G ❑BORHROLE (Z)VI •e.H.P. BBma Ba fJdMnNM 4" Property Line 166th St' Grading Is to be done k Chen runoff away from system Pro 3 Badmom Hwee B-2 Huf cull Combo Tank B 1 100 5' B.M.' 99.5. 101' 0 B-3 TE Skpe Area ID below 150' ryMam IS In, Real nY ` alekmee .. well is b meal all WDNR eelbeda 0' 40' 00' Property Una (not to scale) Stele = 1/4" = 10' Z Properly LIne�O1C0pY System PLOT PLAN PROJECT OMBNq Homes ADDRESS 1433 CMnnMus Ave Suite A New RkNmor i5W17 SW Ile BE 114S 0 /T 29 Nat 17 W TOWN Hanmgntl COUNTY ST. CROIX SYSTEM ELEVATION 1020 BEDROOM 3 DATE/IWI) CONVENTIONAL ATAHADe CONVENTIONAL LIFT HOLDING TANK X 10W gallon LIW TANK S28 GORE TANG SIEE 630 MOUND SEFTIC TANK SIZE HOLDING TAW SIZE LOAD RATE 1 0 ABSORPTION AREA 056 R of [EAmben none , BENCHMARK v.R.P Top of w ppe ASSUME ELEVATION IN' Fitter LdoOme F'Itler ❑BOREHOLE DWRLI. •H.R.P samearifferchimark au' PropaM Line 166th Bt Gra ing B to be Cane to divan run -oil away hom System LIM Hul Combo Tank rl B. 101' / ❑ B-3 P%Slope Area IVoffiow tMl' 2yalem is to remain disturbed Well is to meet all W DNR lama e ` o' 40• BO' I I property Line (not to scale) Scala = 1/4' = TO- PmPor1Y Lne zd4-Q r� ---- 111 T I 1AI W j I 1 � 1 i Mound System Cross Section and Plan View xl i i I I i K �g � L JJL 1-1 -Topsoil ASTM C-33=Cleanairmegate -4in. arch <0 pvc Cep Material [7 sand fill eto 2 ,in.des observwon pipe Gemextile Fabric IZ� th Contour Slope Direction GENERAL INSTALLAIWN: The mound arcs Is slaked out along the design contour Existing vegetation is mowed and raked off the sth. The mound basal area (L x R) is plowM with a moldboard or chisel plow Plowing may not proceed tithe sod is wet enough at the plow depth to form a V. rich soil win when a sample Is rolled between the pa ms of the hands. ASTM C-33 quality send is placed Immediately after plowing Sand is placed voth a tracked machme keeping 12 or more inches of send under the tracks or Is placed overhand by a backhce. special care must be used when placing sand of less than one foot miclmess to mrmmtu compaction of the plowed surface After the topsoil cap is placed, the entire mound is awarded and mWched to promote vegnanve growth, limit erosion and proton from Enticing, The observation pipes ere sloped in the lower 6 inches and secured in place with mbar or a closet filings 10/07lip page -S nIL Pressure Lateral Layout Two Laterals - End Manifold „Z SZ Dd� /, 4 DiaMbafiou Neiwa S MmOom Literal Ommemr 2 Z_ In, In M Old Uvmmer OrSa Diameter 3 ,4 In. by f7. Ft Iv x OnfiuS L unl Len M Mmufold Len Force Main Diemev Fora Mein Ft dad out m Pteseom Syaem Construction Unnole are conwrvoN of Schedule 40 PVC pipe. On6ces we &flid perpevdmular to ibe pnpe wiW a sharp MH bit mA woo down. Carmel tumupe hrmuute vnN a IlueedxI clemout p1u8 are inclosed m a 6-8 uwh diemetm lawn spruoder valve box mceseble fiom finch d prede e e*e Grade a ,00Is— —�e 00000 6-8lach Lawn Spr er Valve Box Peyeof� OJ/051® Sepdi Dose Tank Cross Section And Plnnp Perfor Specifications . �ce7�Eli l� Outle[Meehele hRa 4• Above n VA L=lWg Devix.I Meo k <6' Flow O,im Sealed wmmridv I p I� d I Eimbole g6o.4�Aw GMe GENERAL INSTALLATION: l eg4bJ mot b bedded and b 66ed m eermtlmra w6 W m ex000dremedeAeppovelepeci Dje.M txp deph Wfb Teefid bylpemmu6eauermef ed h excxtled wimam piar ppinovd. Meohole wvm aepoudapWe Wve eo aHaNve iw'amg davim (pdmck) imb6ed. NPW ett6e ides ecd audm u of eppoved wudd. ramrod m dro mv6 wvb wmi6�a 9iiiuyy am hNmmbk a6mpevm�rediug or®WWlbf mabvleevd wbh4'Se6.40 PVCmbddNe tlx� exuvetlm avd%e elwve is wled wermtigm. Elamiul ruse wmplbewid�NPG 300 d Cumo r61n om U Pogo 42 of�-- 280-SERIES 112 hp Submersible EflluentlSump Pumps me umny aao-sen.. vwemee a cwl.n«l�.n -mla- Mw' w�lv�«,-annwa.m w�,.»lemn uwm weals hencM vM canmercitl MM'Sur y awn v pump mpllc l that hill higher head « mwa now. 0eagneO�llf 'smn evm-eaay'ca ne. the M-Senee wJl immi yw of fell panormmco. All Models Feature: . vcMlt style ImPellx pem110�p pyexge of plea pror •iwillwillmiter cMry •permanently poIvemnfeaupper om lowerput pearl•FjvrypowdercmlfininM1 •M$n-cmoem-redetMl eIBIp1tlBeleel .tx' oe Ddicne,ge •smmduelhempeo-een-myrwna eble . In.wmum wla fempwm,.e: tm F 7>✓OBerM loa IagW Mal 10' M. 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ImAE RNINma RCPIIC,PUWANDOTTERTREAOMENTTANUWYMMN NLETN/LOA MMMRWBUPFICIENTORYOEM, DONOT ENTER ASG C, RUMP OR OTHER TREaTMERT ITUK UNDER ANY CIRCUMSTANCES. DM"MYREIULT RYCUEOPA PERSON FROM THE INTERIOR OF A TANK MY RE DFTkULTOR IMP MLE Funny -"-Qa pop" 6, FNam sRPTAOE IxUOFeRA PER TYba M YIm Inmm'Iro wn d.W Sh No ZRUAN Named And Am n.L m e 0). VAM.A. /UI / PNPn. SOIL EVPLIIATION REPORT Fe r MIUM, Il/OS]COG�l4.l�VII.�I®�l�l��® ©/glmlre Im0�6J,�PL7��GdJ69�7 WMFiSlMAJkM.M�I?�OO g!�, M�3.'�1RAMD16�tIwR!!!A[e�Si0B4o ii�iiii��iiii ■ '' oil 08��®�f�000 oe am iii•�i�iiiii newy.,aworc�R.nd.�iwovooiwwn.rvw•vwmw.w.mv�=ry�ryo....a..moww.Po.ww�.mw - e..e..wnawNwa..rmxvi....�a. w. mvw...iwmwmn�i e,mwczeaem. Soil Test Plot Plan J Project Name Gaveling Home LLC Sham Acidness P.O. Box 179 Na, fllGtmow Wl54ot7 V M6900 Lot 25 Subdivision Hemmona Hale Estates Date Sf0D7 S W 1/4 SE 1/4S 8 T 28 N/Rt] W Township Hammond Boring 0 Well PL Property Line County ST. CROIX , BM or VRP Assume Elevation 100 M. Top of 3/4' pipe System Elevation load •HRInSameas Benchmark 66d St Scale is 1" = 40' unless othem m noted Please note: survey wes not 444' PnosmLim complete a to time of testing, installer must check all setbacks 20, priortoivWlaeon. 30' yB. BM 60' 101.5' B-1 B.3 150' 99.5' ]%51ope 148' propMy lice 5fE3a5 f'-'� = --`ie -- ------------- ' __—_-- i __a� ""' <El SKPpIC TANK MADrrENANCK AGREEMENT \ AND OWNEESFiIp C6KTERCATION PORM - OwnNsvyer 2 1 ^I Pmpp" Adtlna. (`ran�hw,aamuasvm eiamreszow„g�pp,mp,p fprtm pawpmmwmwl --- Cm/Slak _ _ Parcel Idenuficutioa Numb, o Al r DEKBUnON Property Lo wv4 ( '/,, Y., Sec a X- 5ub�baaemu Tip _—�LotN ✓'� CeetlDad Survey Map k _J Volmne__Jp.N__ Werrany DmJM2SZ4(o —_ ,Volmoc pM=_ ppech'Ra /n/no lat h,m deoli ohlp�wa/ no SYSIN TEMMA'TENANCEMIDOwNEEC malnRm¢ b fP^Wree wl av°I�P°Rpa%a¢m muW,mlem,¢ws,ruw,c 4tlure bbvtlk wu ®P^ bil0evaerae epm,GW1 §Cpfmm.tl� a as c roe IU 12 stm lk 111:p,Mllaybm'�wn �^eWupuf min ( )autlm Gap¢, It-S1. (]mx (LuplY XnniYry ONWma �'N^MtlY vwnu age®m auh o pl Oax Gpury Yl®vlpg &] vmg lcpmpal a wu&almu fmlq alerey b owm �h➢ame°Enplumhu.J°mmYp�p PlarpYa. mtricbl plumlvwaLCGwri WpW vvlfY�p8 W111)Ilr mm2 the mgwl lke vIp Y I.v lhm lA fvp o(alul8e, NW �aeoe m°qp avy'or121 aflx mpmnon lmyubv,oaofvrcu.vy), Ik e.p,c�u 1 "°�nxved kve reetl qe vyove ere w, by o 'kbutl'avl m„h. herein, tpelXpanuml (�~woe rtl °8,wbIkpe,,,IR 8°tiepnul eyvbm mm N,a. l iluggD peleooslhmvoweepeeryabm he, hmpmamhwM uvatbea Mn•,vmm oa N.,val aete, Su¢of wuceve, J lmg CaPa,4pap<MWip30 Jcypoftlu W,ev par m,ppeban ylv ""IWIe�'I erW whvmim Me st Crou ComryPbbeubu& Vwe wa%%al Nl amr®mmebb, l art web Wcbv o(my/ap MoMeduc Uwe uNert,b uwm,(,)oflk Prryvlytlyu�y.have, q vpke or. wu..uy aaM r=®em m aagelapram. Dan. Number of hMm mr'-3 Q --- MldP pSIGNA9 P ICANT(S) DATE m eeeu mu.,ro.m uu buy rawer m rk m,urYevwrha,q wwka by Ik Plm mmp,ou Dep�r••• `emf°rud' uM,&M thaw ,bbyr &W deed GomtAe@eaa4nofOeedp OfRre antler copy oftlm wrh ml vurvryn pti IAPV. 08.g51 LOT 23 M [teo m�—'"] J% LOT 24 aO n_ l g1YP 6 4E' LOT zv nss s � LOT 28 �\ fP N B49t IB'�E N� 2/ I / WT2 —6w,_no..�.w—(�5 add t"�LrAgl P A i D wwm.noq.e.»rmrammra SOIL EVALUATION REPORT vyrLa '1 a.�asw.ceauae _..,61. x11road, Fd,,...l .� ,01a ed WOna ;:i :x<w�mreM� ei e+m++ro•.I I.m.»> eiw�...m,.,a...m iwuo., w mw.. n re..0 A.e is ¢ YrMR 0iad r mtaan , 15Nnum M ba• U J •9 osn� Otop(. ' a (. CEIVED �w/cJ ,ni6r» 8 r29xe( r w o..r. e 7 N 1 2007 2 ra..a 4,. un v i 5/01 7i ❑ ❑hw. Tw., x.w x..ev.»av, a»fl nexwxxr».rooapneo�. rm e»..ee»y.ew». arP ❑��m_ O ` !/o..>-,"_moo—�.� rwe sn��rvce4lrMl/ sv=r.m Fi.»»n eow / Pa hw o•w M+r.+ PN,,ca, O•Sx toff GetA cuwrn eo.ery xmm 'ENI 41 z a� x,txx, d,.h w x»w m s: vn cola r.e., o- u sn camr.o e,.a., rexa 'rm, fm es IF6 ,8 Z +1 •9W». YaStl Mxx145 N1<IWnK ' 'FavIG •KO 3A N16�NnK 13f Ib,Y &ra Plumbing, Mrw MO CSNnb Inc Sbaw BrtE 2Y6B00 oe1e u. �n7c` �lw T.xwwanmm»� 1" 192nb Ave, New RehmorM, WI 5401 ] �' 715-2464516 rwn.$ pFMYOwer_.. puW ioa peN—d— uun�a�ssusus�au� ©�ns�s�■e�:�r..ur�a��am u�n�.��r�suve■ao oe����000 08����0000 •ETav P,. MO.e D. Z9^W WT45 �N"YJngl •E1mxeR .OZ,�LnyM1M186�L^� TEe DepWnme o(Cmimertemmepusl i. pkiry eervitt pronhtetrowat 8 W151»t exieummx777 eervmum xM nu,mel ie x J¢we fmmn, pkstt [mmvM1 IM1e EegNxM el 608MbJ151 xTTY 6%E648))f �I Soil Test Plot Plan {' Projecl Name Oevermg Homes LLC Sham S d Address P.O. Box 179 New Richmond WI 54017 & N226900 Lot 25 Subdivision Hammond Hills Estates Date 6 1/07 S W 1/4 SE 1/4S 6 T 29 N/1117 W Township Hammond ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 fl. Top of 3/4" pipe System Elevation 102.0' *HRpSame as Benchmark 66th 5L \ Scale is 1" = 40' unless otherwise noted Please now: survey was not Progeny [.ins complete must check all testing, pnor ter must check all setbacks 20 pnortoinsmllanon. 30' 90' 60' 101 5' B�1 B3 99 5' 7%Slope t48' property line SCC ArcGIS Web Map ON '/x' p 61 is XA / e mn loos 'earo / oie All vm ..... °00 o / Ole IDv aLoo GIB 20e1iv400 �' J ... ma ana•mo le 01B IDn e.mn 1/ Town of "" ammond '?'^.' o�.mr,ma r� eye ID„o.moOle BOA rw gym. Fes.014 All a BOB 711=02051011 PM 12,257 IN BOB Unb peM1 C el Lommm Elem<nl 0 0oz 0a GOING, wud 1=1T.. sal FrM...^.BOB LGI P.,ImI.