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HomeMy WebLinkAbout018-1064-20-200�o ma Il arq Deemomm r'm PRIVATE SEWAGE SYSTEM Ce°eN St. Croix INSPECTION REPORT11 are Penn 606970 GENERAL INFORMATION (ATTACH TO PERMIT) sure Pa In Be ., walPm 01tTfnsj 111802321-C Part Pere LPe th T„,n,nl ITOWN ITnx nHomes OF HAMMONO 018-1064-20-200 ea Me. ,P/dlllu a M�mw29.29.17.436A-20 T TANK INFORMATION ELEVATION DATA TYPE MANUFACTURED rAs CAPACITY STATION BS FS V ELE. Stearns OGeVT /Oda Ben21 �eI? a Iq pn.mg bo 4 Alt .per �a e Were U BIeg. Sewer A ` 5.o AWLS nolemg svnwMt A no to BL,I TANK SETBACK INFORMATION Sort Oulas \ TANK TO PAL WELL STING. In ROAp Inlet Septic 8 r b5 r _ _ of Dettern Goema I 25 1 Z� _ deed en. t Z 3 e Bell Got PIPe Hnlalna GM Beirut, A,'.Q b y� PUMPISIPHON INFORMATION "�rtJ Final Grasse Manugdurer punt ` GPM It 36,Z St Cagier F IZ� 94.I 3•0 %3.! MteINu,0er AM F,Idmn Loss srste,H TOJg3 .,#I �bN( /61,.3 pro I048o Fer M4 en6 mWell t SOIL ABSORPTION SYSTEM enguDIMENSIONSZ xo. wren Iue`s x Pue` ou` ugw\ 5 SETReff BYBTEM TO BLGG WELL LA I(E/siRFAM ulenuren INFOMMAIOx TP U-S1 eI um o 0U jZ5 /m va_ e1 uxn off ION SYSTEM !N\ Mul Ie 53 s Z Ie pxmp _ V,e SOIL COVER I PressureSYSWMS Only OnN DIED 0,11 renmCemee I Depth Per Yr Fe , \ o of I !Y m eeea r e ,<m.-- �S COMMENTS: (Intl of mewoewee"Of p rears. mP_) Inexall IL/It/la rpmloo xsU Lo AMICA lea t TOTH ST FiILN-iel/ce GN6;ws 1'!s1 i-M�fYE e On 11 An eM peeil- 2.I Bug eewe Depth- 25 (tips' (eKY1 u6ko •EYE -Soeet of>,rer- 7l'i //o+-- �v '` O� Rmr.aamon. F11Yes M `7 Z� lej J ES mner�ne --9 seo<etomyen 01% v:,n �, n Pe.. No 4EDSs(I ntl Bv#4ngsQ mn Al w. ww... Ave., D_O.-11.3 YpemnWmbfmm6¢mmq Co.) P y� Matl- M 53707-71K J Os LYw %0(o i70 ermrt Appl(calion L's�8 vrtgw�- �+'v�Rm�6 W N 15emm0vwW P�4mn6nm (JtiBermOnmuluevtlLm) L{nvvK9NYyM PvmY MamY�ov.wwonk vrmbercweq LAp oft, lnfam v.e Ml I,Jo..>a 1, tl Gt8- ttQ4iA -aoo swwro.ve. uilme Aam� � �mpmFwvYm d . - �_, ✓. s �sm< _ re UI 0 I°nA RaBVIIJfiy (dxkvpi4napPIP) LaP� dDmax. 3F"YE�9-NomWm 5wa.xll OGvbltrrce®.wt_0MNrt 6 ems �JaI 2. I L 17Jnm Ia. Type (Ch¢kvvlPwebmoolw.a CamRk Ovee Sapptl b6 Ovy. o oaPi..mmm� oT�mmmamo.,,aBm.�m,ms i mmmmm.mp�a�s,mm«Lv - o�Am.w ❑Fem;,w<.'wo° loctl.�°rnm.ea ❑eemvnwmml;a F�..mmemm.tiwlmmaumw� � l rv. rowrss.mm)c°m°v '', Oxwtmvoemwumm on®m�Ymummacho Name om�mtl_ umo»m® '�xN�.,e. o�m.wp�� m;mF.awum m.n.mt m mmw.m. "smm o.ra swl.�m w°' Imtlm otlsm.I.Y.,xw.mo .oim=m�FmR� nosmr° I r xmw� 3 4Y&n ssibllXy SOlemm�-LN[�v o mwl .Immmpm YtlevdtlePoWRd�� e� hex A 6mm FffieN ) ' Rm4 Wi cPAcvm) / 5 4IIL vl NPmM C 9m nq solve Symm i 1, M C..d�-� GIcrtIMtM� � I�J��N4n. `X W�OP (� p�dYi Kl. YUW l, YYWrvciptpgl}1P / JCY11r'FmIP W A Ibl,Ma.: riisnn Gam ir�'Oclvw�'an ba h+mJ rP�j'fTAW I A. mme .. I- mmmm.w�w.1o...,,,e..e.e...H�m[.a»d �F.m »n�s'��� 5l,.tc ApoMe➢. /aU.,. seD�Fnarc nnn wTfc 7ti a�ec.F w� pN.vd—. System PLOT PLAN PROJECT Mackwn Homes ADDRESS IN651WOS WBV Lakwillo Mn 55044 NE V<NE 114s 29 /T 29 NIB 17 WTOWN Hammond COUNTY ST. CROk SYSTEM ELEVATION 103.5' 2SSand AN 11/2/la BEDROOM 3 DATE _ CONVENTIONAL AT -GRADE CONVENTIONAL LIFT BOLDING TANK MOUND XYN SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIM 630 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 450 M of chambers none ,BENCHMARK V.R.P. Top of nail ASSUME ELEVATION 102.94'Filter Llfcomp FEGp ❑BOREHOLE O WELL 'H.R.P. 'SameaSbeM mwk Scale = 1/4" = 10' r 1 am 3 BBdmDm � vti HBnDDn combo Tank 3 Anrs Lot t n Well is to meet all WDNH setbacks B -6 4 ❑ 4y B% $lopeR \ � Area 15below system is 10 remain CQP I, undlaturbad 03' 1Dr F_ 10 1]Oth St. Diversion Ditch �m.eat>wy� oNlslory of lxWRNCEs \ Yost1 SAS ORry vestal GREENSAVW4 N8016111 Comod mpl mntopn xxry t w'ns C Imps. M.gaNpo0,em� wememle s semtwaw, Gallons," November 6, 2018 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES'. tl Plan Revive: PWTS-I I1902321-C SHALORBIRD 1432120TH ST NEW RICHMOMo WI 54019 _ Mac R Hotvee 711417 Seim Croix CourrD union Town Of Hammond FOR: Mound Component Mnnuil-Vec 20, BB0.10691-P IN 0 110 1, R 10112) Pressure Distribution Component Munu n-Ver.20, SBO- 10906E IN O I N 1, R 10/ 12) Dew,Avion: I50 Goals Meitewncc Roomed Fine submittal described eMe, has been miewedfMwNormment with appbaWle Wisconsin Administrative Code, ad W iscouin S1&ubs. The eubmittel hes been CONDDFOMALLY APPROVED. This system isbbe constructed and locatedln e,,m m with Ac enclosed approved plans and Alto any comport umps) tehrenadI&I The water, asdeflnMfn chapter 1010 HIS), name ... in SLLtmes, is responsible for compliance wim all code te9uiremenls. No pecan msy engage in or mood A plumbing in the Are unless licensed b do w by the Depmonetn per a. 145 06, sum Fie following condidwo mall be and during nomination or installation and prior to occupancy or uu Page 4-Lateral DimI-S32" Page S-Gallons Per Minute -30 2 Page 5-Distal Pressure -3.5 Fat Page 5-team Had, -1As Feet Page, 5-Force Main Loss -3A FM Pages -'fatal DyDam kHead -2F.55 Fml PrI dispersal aren prior and dining roMplic ionroavoid disturbance, compazlial and and of the sib. With am ardor sended vet to activate the pump m the doe taY snk tonal the nks We pumped prior to hnmnowmroccupmry. • Wustewnurcrumm Col from Conwewrs cleaning of equipment and Dole and/or left nverwvhumm, products shall now be dischmgM into be drips dioubmging to the pnvnte onsits washwMer treaMeM system (pOWTS). Waste Peters" shall At properly disposed Club site or oft site. • Any all gnrm,leev« and shrubs shall be cm short and removed prior On ruling the surface ar"nuallationer prevent owning under the dispersal area. • Diver swim. water from POWTS Arc.. • Preof the dispersal acheck the moisture t of me solo a depth of 8 inchu Sumarmor and of %0( soil wflI recall in reducing the infilmal Congo If of be and Pump, you clad be des "nod M1v m eul double between he hands if TD s a 14-mok wire Nee f tots es boosted True ltetoo we vredoOut moan air,,, arm • An piping will mnfotm to SPS Table 384 30a.nd SPS Table 39430-5 • resume building ewer beyond 30 fen per SPS 38230 p Hfo) • Well mtbecb to meet on, NR 911 so 812 • Tank himillarlon D phew all mmufaclme'artwmmendYiom. • SPS 3U.54(p(e) The management plan for a MONTS shall specifically address the servicing proWaniw of an wrimn oranazrobic tremmanl lairs or a Mldng tank whom either of the mllowug wodillom exist: I. Thc bottom of the bank is Intend more than 15 her below ue elevation where the serveno pad "s leased 2 The babown ofthe rote: 150 fact horparntal Is formwM1re the son ming is located • Verify prom* good prior to insmllMicn. Pump Floats to be set and verified meson .uvOil plan Any changes may rounds in Pump raw,, m mod TOH and GPM Somifintionr. • Aran that re occupied ,in Cock h.gmmt; now turp, etumpe and Wonder, reduce the amount f soil available for proper proposal ufoo other site is available, trot in the basal area ofthe mound must be cutoff at ground level A larger Nl.,so is necessary when any of but above Conditions me mwwlmq to pmvlde duReiem influmme we, Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter ... hung instructions relating w proper ups and maimewlce ofNe [ysnm. Owners shall receive awpy of apprup^meoperation And import and%or Come, annual ter be POWTS d... obtain pia nppmval$PS 3g33C(1). In the en, wt this end abemptum system or any of its wmp.uem pats malfwcloan, so in to mute a health beard, the pmperry owner must follow the complaints plan as described in me appwvoi Plops. A COPY of Nee PMW PIam, apecifiwtione and Nie l enter shall be areas during consumption and openb inspection by aullweixd mormemo ivee ofthe IspNment whin may include oral inspectors. Allpermit nquirM by the state or the local municipality shall be obDiiwd prior to Commencement of wnnmctioNimWImmodertion,,. In gaming this approval the Division of Industry Services reeervo the right D Do unit changes or addttiom weld ambitions arise making them nemsnry for code compliance. As per solid Yan 101. 12(2), moping In this review shall relbve the deviation Of respomibillry for designing a safe wild ng, nmuurq or wmpbeird. Inq.......... r ing this conapondence may be made to me mbe telephone number listed below, oe at me arsons on this letterhead. The above left addressee shall provide a now oftuis Inver and be POINTS management plan to due owner and any ethers who we responsible for instal In ioor operation or maintenance of fire POWTS. Sincerely, Uv✓Al. Tim vanaeel o Ponte Sewage Plan 0.wie 1, Dieiri01 oflndusuy Services (920p90-2214, Moo F,.6.00 v.m.-0D0 pm. u ,'MdM esi@wLso, Cover Page Shaun Bid Bid Plumbing Inc. 1432 120th St. New Richmond WI 54017 715-246-4516 Date: 11/2/18 OwnenMacklyn Homes Location: NE1/4 NE1/4 S29 T29N, R17W 784170th St. Hammond Manuals Used: Mound Component Manual Veraion 20 (N.01/01, R. 10/12) Pressure Distribution Manual Version 2.0 (N.01/01 R. 1WI2) Page# 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 21 � ]. Filter Specificalions and cross section Shaun Bid Signature License number 900 Page 1 of System PLOT PLAN PROJECT Meckln Homes ADDRESS 18655 Was Way Lakeville Mn 5501E NE 1/4 NE 114S 29 /T 29 NIR 17 W TOWN Hammmd COUNTY 6T.CR01% SYSTEM ELEVATION 103.5' 2.5'sand lift 1112116 BEDROOM 3 DATE CONVENTIONAL AT -GRATE CONVENTIONAL LIFT HOLDING TANK MOUND 'W SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK BIZE 630 HOLDING TANK SIZE LOAD RATR 1.0 ABSORPTION AREA 650 a of [hnmben none kk BENCHMARK V.R.P. Too of nail ASSUME ELEVATION 102.94'Filter LIfGIme Filter ❑BOREHOLE O WELL 'H.R_P. same AN tenMmerk Scale = 1/4" = 10' 1T0th Pro 3 Bedroom Ibm I Huftcutt Combo Tank 3 Acre Lot Well is to meal all WDNR setbacks B-6 0 8% Slope Area 15' below atom Is to remain undisturbed Diversion Ditch B-a 103' apedv Core 99' 101' Mound System Cross Section and Plan View 1-1 =Topsoil =ASWC-33 =Clear aggregate 4in sch. 40 pvc _ ; Cap Material sand fll Y w 2'G in. dia. observavon pipe Gersecitile Fabric IaL, -a It Contour Slope Direction F � i /Dii >_Pt GENERAL INSTALLATION: The moved area is staked out along the design conwrm. Existing vegemtion is mowed all raked off the site. The mound basal area (L x W) is plowed with a moldboard or chisel plow. Plowing may not preceed if the soil is wet enough at the plow depth to form a 9. inch soil wire when a sample is roiled between the palls of the hunds. AS1'M C-33 qualitysand is pla munediately after plowing. Sand is placed with a tracked machlue keeping 12 of more inches of sand under the packs or is placed overhead by a backhoe. Special care must be used when placing sand of less than one that thickness to mimmiu compaction of the plowd surface. After the topsoil cap is placed, the entire mound is seeded and mulched to promote vegetative grow@, limit erosion rest protect from freezing. The observation pipes are slotted in the lower 6 inches and secured in plrce with rebar or a closet flange. 10l07Igi Page �.7/ uf Pressure Lateral Layout One Lateral — End Manifold SG o(;4-: 01A De, Distribution selwod S ifscarieos Lateral Diameter Z In. Orifice Diamees In. X Onfice S c In. L Lateral Lm Ft. Force Main Diameter 11 Force Muin Length f /e» F 5/32 F rhreadm Cleanuut Plug ong veep )0 Bend 1.. Pressure System Construction Laterals are consnucted of SchedWe 40 PVC pipe. Orifices are drilled perpendicular to the pipe with a slurp drill bit mud face down. Lateral turn -ups umdmte with a threaded cleaaout plug aM am enclosed in a 6-8 inch diameter lawn sprinkler valve box accessible Rom finished grade. n 00 u• Cnade uuuuuu 6-9 Inch Lawn spnnlcler Valve Box 03/05 Igj Page I ofa Septic*Dose Tank Cross Section And Pump Performance Specifications =2 GP 1O F IT I I VA �Cwy t Muoa W�V 0 ve W� Hob OBHlevmm C SY.n -li ear® h8151 GENMAL mgrAUATION: The sefarJ rmk k budded red bt k 6aM�a my mt mmpbreveraP�'a eWeevv sPeei&aims. }d9y'voum depb oihw ec spee{aedby device (pWlat) be eaceedd wiaan pem µpiev tdeebok roves vapwed �° am° heve m a� wgw . t eiiv6%. uW moelled 1pm a da kbc end wake k of appoved meteW. mtdWmddx VS*O"CWbndP=tlwu kid meabb maa Pa"�°Adt^Bed® �4fmw mavt le vlRve ecvva{m and d,c sbmve readedwve9�t:E1ec"j^^ meP)wwiAtTC Sae and Comm t63x. Pegp_of� OJJOS U 290=SERIES 314 hp Submersible EffluenNSump pumps me liberty 290 series povi0m a coet eHectrve•mH- pgljpAMg1M@CyryBjiMhlOCIrR mrge"pump bxon-she waste watersystems, liquid \/ waele tremidand commercial heavy-duty sump pump applications that require higher 1roaE armors flow. Omlgim around Liberty's unique'Nni-Body" casting, the2 ssrl will prome years of reliable performance. Ali Models Feature: • Bami-open impend permitting passage of solids up to #" • 416 stainless social ester shaft • Pemlanemly lubricated upper send lower ball rearing • Epoxy powder coat finish �= O��mN��� 5_O�� L Al fawners-corodpn-reswant stainless steal n .1%' oixlunae "'• • stemless steel Whom screen -maily removable Din r35lonal DOME • Maximum fluid temperature: l 4 F. yMJMrt 31 iba. HwpM:13' ModN 10' 26'F2) MIA MyorW ,10"(mode12W1 Mlnimlen Sump Diameters: Model 291, 20... 14" Model2d] VMF.. 10r 591�1 R9a SleMarE Optional Optlwal cptgnal bill snlwM oPuerw optional (ptimM Al 3wndbd oplimlel N/A 29! $bntleN wianal Optional WA N/A :e oN bnplF sun wcpeorellergma. tl'-2.o or.s'aum: b model number, sanae: for wince! no,th 3s cwtl. draw M3 Motor Specifkatlons Y. hp W Hx 3450 HPM Oil film, thdmabi protecbtl 115 V. Modals 10.4 amps 2 30 V. Models 5.3 amps Factory switch MetlN 1B1.M MaCa1 R01 xtml9s YMF {Mrrmbatl 13" 9.5" nmar r e.o^ NA as sme'sahby NeM fig Ne noM red i q plpo w Mbir nwuntlrg WIVend PM mubl xsa lane wlwrelxe. MptleI PBO ModMPBt Mo0M4&i Matlel RB] Manual. wicas Wltleanele VMFal rient nu o swilcM1 floes quick- lbN awies vMkelme9 afth fined wlthserim neat Mattes disconnect ptggY-baclQ shadieMINborpHs- plug In s&1m•a10' diameter tllemeler p ® c CR�os certified 1earMPlaMa•lalONPle aeeMwre.eaRaT AYw Hwt 1M18.nww 80PSii)888 Wa1888)IeF1B99 www.MMOHmnPMwm Mrain,n rrM LLITIM�rx-wn� 1 20140p 4 8 A SEC-CN A -A ST. CROM Com y SEPTIC TANK MAW TENANCY [IORECMENT A" /OWNERSEDP CERTIFICATION FORM - SallutingAiddreas �LvtRo Property Adtess IVenpcafion requna�l6n�n�e8ffi Zo BOepertnentfamppwne4ocbon,) Ci[ylsme ParoelldeufifioafionNmabef LEGAL DESCRIPTION Property Locatlon/,�/e, SeeO l ,TAKRj,-7W, Town of%+wa•1 Subdivision "—'— Y`�_ Lot#13 . CertDed Survey Map#__. /�/ �� I1 �Vihot Page p_saw_ Wavm[y Deetl # Page # spec boa, no fon lee-iderambl( m SYSTEM MAINTENANCE AND OWNER CERTIFICATION oaucpostpone, use s =1 ma♦acmucmfY en, onto Water, count resse,in as fMne In lmndle wvo-s_ NMM LPmupmR wtthc septic[®k evcrynve¢Ycva oe aomv,aooeded, bYeIlmmd PompR whit,W,, Mln tl¢nyalewem aHro([ho fuvctiomftbe septic Uok esatreslmeutslagew Newss¢dlypusal systevt Owmt mnmtenaoce Impoma�tinee are saoleea M gconm, g;�zjp ad M aMemfsa-se aoueonmy sMayo,alnenm w"npb`WoFMoO1MapesmS1b1S WStRoiz(MmtY Plsoemg ffiZonkg DeP�wunta wNfieabw ban, signal by Ilw o and by r®s¢r risen usaeyman Plumb¢m Mted plmMoe or 1 hat - ,v [ A+Pose sy=am 18 in Stuw Vegetably so- hawed wmwstMg(bf lnetMmeo SeSan pt Ins, man m 60 of Sludges 4nm'nwmNns(z)aPrs Mspecmeand Po�e(e mttssuyJ, IM sepucnnkv' _ a tMNuMma ed III. ,d Me abw whining, and cWe,I my MWpeeate �ngedupows M N[be Z CeNfimOoa baby ten by the DoMMW of CSa n d We m Dljov ofNewy$es ;Slam ofWuwmm Saturn Yom Septic System bna beenm=Mldmute be mmpla[N and Samoan m Ne St poi. Coo Plamla8y opme Dopvmuut wants,00 note ot@etl gge, yes %nmbna deb w that wtefymet ill stammnl, on mhi{(ow,teym In ucbenofnymM 1aWybMe. 1/we mJare me',wi nfue Wopary, desontod AIM,, by e+J/nryMind awmw M Rootlet ufDeete o%m. Number of beerome, Za�l Ise/ DATE 'waArtY Mfarmston out t bdscpmsmmd MY issue in the sanNUY Poumheivg [mohd by mSe PWwng $ZgoMg Dep>®ent'e IndWecA ndeinp O iwoatyM4]warranty drcd 6om We Begleto atUuAa olBceend aeopY oLtbe wpfiedameY �Pif .efe[mce is made a We uartmp� deal, IRBV. 08109 IAArld, PCST-d�&—OrS sTp-z Dig SOIL EVA Uni vn rttzr..RT .x _ me�as=rn• aw�re,UN 121®'nc�m as. wa. rnm. code o my .dues, dn:oiim n. 0 e8 ev re �t(BM)doomand Rude ro aim+ 0!S-/o84-7�-mc nwi esrrc.a mwrrr.wn. I " eq / mu 1. I I r+epwnam ^n .vtedidi r+YlxQ mm P"'li neppmgp rt mn,t..yX syemm TyRe system cameo o=rro��®r�s�m Ifc�0Mrl dlleiWAJM'/1:1= 1WmAfflO l=MWAAG ��rmtmrmim��m�mm !or�m�orr���rr��mr.�mm ©MMMA MAF7[.'MES►YJMAlffdMWM ©�►r:�riar���a�rei�v�c��s;�mr�m�� ,n �ma a i ®jai EFwtXt. so.=gM1wmos-)<Impol 'ETueMIR=BCO. <3p myy atl T55<)S iqR 1M taepeml mofCommemeir an equal omminnihxrvicetoolderaml employs, IfYoo and potatoes tenets, str tea oe ease mmenal to m eleven format, plate wntal me compete at 603�266--5151 or f 608.260.8= Pmorrrom. / Prior —a o , r�eo�r�er.�ra®ra_•��� 08����000 #I., ..Wcm anj,u p,,,rra, m=aPumi roof Comm me fern carml ooWnunlb union proviso.neemomnr. If sm, o,d evlmmm awau neN normal I, rim elamria roemn now warrant to EepB(alma ni 6ti.166.3151 or= 60e.154.e777. Soil Test Plot PI Project Name Macklyn Homes S d Address P.O. Box 671 Lakeville Mn 55044 TM k226900 1 Lot 3 Subdivision --------- De 68 NE 1/4 NE 114S 29 T 29 N/R17 W Township Hammond ❑ Boring Q Well Pit, Property Line County ST. CROIX , BM or VRP Assume Elevation 100 ft. Top of steel fence post System Elevation 97.9' 'NRPSame as Benchmark 516 Property Line Scale = 114" = 10, 3 Acre parcel Please note: rest of lot is all A+o soils. The owner is to obtain I additional acreage or septic easement for the mound system B-2 location 5% Slope O B-3 B-1 9T 96' 95' Property Line non Sa e:e, are a,'ryla 40'3 N RIFNCY COVLEE R. comrnerce.wi.gov IAcaosdloa over Al RECEIVED Toof.um,a sear isconsin MAR nds 1 2 2007 es°'"Y p me am mg, newer" ST. CR01 re COUMy Marvaheads, 3x+:vry rommin 19, 2006 CUSTID No, 42259 ATTNrPOWISfmpemr ELI M GOTTFRIED GOITFi ENVIRONMENTAL ZONMG OFFICE 12412 GRAHAM AVE ST CROIX COUNTY SPIA PO BOX 1645 1101 CARMICHAEL, RD EAUCLA1RL, WI 54702 RO HUDSON WI 54016 CONDITIONAL APPROVAI. Idenutlmuon Numbers PLAN APPROVAL EXPIRES: Ogl1]2008 I Tnnaaetion lU Nu 1J13991 p?j �.. ,CSM Siteln Nn 19TI rS SITE: Renee fHai �^�i C � IDwn of E 114, S29, nth Counry -gyp abovecae reQr to MN identi0ylon munbers, NEI/4, NE 1/4, 529, II9N. 0.1TW �r'0a above in all cores ondence wiN the FOR: Objeu9ype'. Soil common Colmnlnmlon Regulated ObRRIDNo.'. 109269] Tragicomical described above has bren reviewed for conferments with applicable Wisconsin Administrative Codes and Wisconsin 3mmtes. The temporal has been CONDITIONALLY APPROVED_ The owner, as seined In chapter III 10), Wisconsin Smtuto, is responsible for compliance with all code requirements. The following conditions goal be met during association or installation and prior to occupancy 01 use'. 1. Approval is hereby Wanted Innocent to a Conan 85 6012), W a Aden Code, Lawrence the depth to seasonal coil sat tionbasedooanintmprulvedetemtinat!wprooss. Approval of the interpraive delmmieatim negates me requirement m, Comm 8530(2)(b), W ls. Arm code to designers, the Emasculates mrGes es the highest level of sod saturation lmerym when radoxhic percentage less than 4lnches Wow me beRom of the A marten. 2The estimated highest level ofpmlouged soil saturation approved under he deetmircumn is 8 more, Wew grace . At least 30 inches ofannd lift on top of 6 inches of import imsier soil is required for adequate Raiment and dispersal. 3. Orifice demiry must be, 90 {R Par forms. 4. The banal soil application rate for the mound shall be 020 gPdl and the linear loading Me 4.5 Pot 5. Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to Improve vertical water movement ne me soil serum. b lsnduaping up slope of me mound shall be incorporated into the PoWTS design to prevent surface water from cm�nimimg along me up slope edge of me mound and to divan surface water drainage away fiom the system Z This approval shall amain valid unless the site Is advised in such away that the depth to mil saturation would change or if semmted conditions are observed for seven consecutive data at depths less than 3 feet below the lntilcmive merge of the POSTE distribution mmµrmt 8. This approval in no way relinquishes me use of color patteres to estimate the depth to high groundwater on any ether partyIs 0r promise ofparcels. 9. A copy arm, approval testa and attachments must accompany do, mound system design forthu site to' Purposes ofplanapproval and ssnince pnmit issuamw ]fine Interpretive Determination R Iort was accompanied ,in a plan and an expiration date is shown on this!eveo the expiration date only applies as the trips for the design, not to the droorm on the temperature Determination poor A wpy of the approved plans, spagenu s;andthis liner sualI be situate doting consvaation and Wen to impeuMn by uni representatives of the Department, which maytni c,,l imax eta if plan index sheets were submitted in lieu of additional fell pleasant, a copy of this approval later and index sheet shill be ymeM1W to plena that upand with the now on file with the fRpmmem All pvminagwmd by lhcerate is,the land municipality shall be prior 10 conventioneer ofwnsnudnttfinmallatieNoparatloa If this construction project will disturb one or mom does of land, an Erosion Control Natfwof Intent ONOI) shall be filed with the deparmsem la data poor o any earth chowsng activities In granting this approval raw Division of safety &Buildings reserves thedgle toregolmchai oradmtiems should wvddietu arise making them neearory foresails compliance As pa out, aides 101. 12Q), umbing In this review shall tainted the designer of the responsibility for designing a safe building, sari of mmpoamE Inquires concerning this wtrapomedwe may be made to me at the telephone number listed below, or an me address on this letterhead. $incei Pee kequirMs IOO.oO Paa R¢eived 9 100'00 /. Balance Due S OW oY G. aky?P randWindow r$Pecialisl Integratetl$e Voiaarteu Wi$MART coda; 7633 darel2ucomm is 9ansxvOaetmme,Wtl at its A copy of fire approved Plans, 'ratifications and this Ins shun be on -snot during mnsttuuion and open to rvspecrion by ambarimi reepeopapme of[htDepmrcnat which my nuclear, i lvepsm¢ If plan index sheets were submitted in lieu of additional fWlplmms, a copy of Ws approval lmmm and Index sheet shall be attached to plans that comspond with the copy on file win the personnel NI p rchow,gwmi by the arms or the Inch] pirunici will droul on, true] ptim to wmmen¢mcuum Conenaatuvhutallatim IfIod)"Ihbie d With the mania art dimrb oneormmy aces chemical; , an STaslon Cwrcal Noti¢oflmen[ QJOp shall be Elect with the man in 10 days prior to any wlh disturbing uuivities In gmn[ing this Metered the protein of Safety & low Idrags reserves the right ho require simple or atlditions should conditions anse mating thim necessary W code compliance As par stem sets IOLIt(2), rude ng in dosreview sbdl rsithe defigner othe responsibility for dommng a safe building srcuntme, chchummier ffinerve mmeasuring chip correspondence nay be nude to me at the Wephonen=her listed below, or v be firm on this let[aryad. Sunshade, F¢ftpuire]$ IOILW Fh Recenedb IW.OE y� BNance Disc 8 OCO my G. SkYC,P- ,Wmmw rSpeunlist therms tM Service, Bureau Wi5MA0.T cads. �633 (7I5)72&25" sooiee IlanskY�romnna'..ttam.sit us RECEIVED SAFELY AND ems courts mwaou commerce.wi,gwr AUG g 1 ypO6 Ivin"A'd ses"i,°o"..oa lu isconsin INSPEC ION REPORT s r=N w a29 recommemN Cmmmence Sx. CROIX COUNTY °T(715)7X2"M Date of Inspection: August 16, 2006 Plumber Name and Address: Project Name: Bugni NA Use: Resl0ental Legal Description: HE HE 29, 29, 17N Site Number: Subdivision: Proposed CSM CertRled Soil Tester Name and Atltlress: Municipality: Town of Hammond Eli Gotmea, CST221981 County: St Croix 125%Graham Ave Eau Claire. Wl 54701 Plan Transaction Number: 1313991 Sanitary Permit Number: NA Owner Name and Atltlress, Eenae Bugni Wastewater Flow: 450 gpb 613 Larsen Lane Persons Present: E Gottfried, R. Hudson, WI54016 yarringtoo (715)386a896 An onside soils venOcaton was conducted at the above reference0 site as per district policy for all sires with less than four inches of unsaturated soil below the bottom of the A horizon. The Intent of this investigation Is to confirm initial observations by the ceadied soil tester (CST) relating to the presence or absence of reaoemoryhlo features N the A horizon and/or subsoil.In-situ All texture,structure, and consistence faders were also reviewed as they relate to wastewater application Reads. Other site conditions such as percent and dlreston of slope, landscape position, land surface contour length and surface wader hydrology may also be noted and their effects are factors considered in tie recommendations antl mndusions TREND of this report. Tow soil pits were reviewed (one on each let) and found to be as reported by the CST except at Pit 41 felt that the sou texture of the subset was sandy loam. If a mound system is designed to owernome limitations 0f a high level of seasonal sail saturation and slow permeability, the linear loading may should not exceed 50 gi dtlt and tie basal wastewater application Read should not exceed 0.3 gpd/H The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 26 inches of sand lift Is recommended when applying septic fork effluent to the distribution cell of the mound to ensure proper treatment The longest potion of Nine mound must be orientated along the contour. The mound shall be constructed to dived surface water around the mound structure as much as possible. In addition, an up slope drainage tliKM1 should be considered if a is determined that surface or subsurface hydrology is improved by arecepting water and diverting It away man the mound site If there a any questions regarding this report, please contact me. Leroy GaJ skyeryas vater5 ialist cc. ®County ❑Plumber Liansky® om a State All us E-mail © CST ❑ Owner 715926-2544 Voice 7151R6-2549 Fax ❑Offer all .n SIIIN Departmot or omomg.Ge SOIL AND SITE EVALUATION Lee 3 accordance whh Comm 85. Wait Code 1cln.nooslu. Plan mml memory M limihd in cooland not mlil F�vn¢pnlnquml, anu10 yidpercenl aope, oeceNN\\ _ donations, in ...n -inn and u m nnn am ulu euti mm n< ,n..a Ek APPLICANT INFORMATION- Pleaee print all information Dalessowq ohPmprnylvmwnn.vw E$ntex- V . Rename DObnI US n WEI/1 `ox m p-. N. 1 9N, RI] E(orl-yl Propelry ownePameling a0dr<ss aim m. sw� al - S Yj 813 Larom Lane ST. CROIX COUNTY jSAl NAB NAx.w City/Suite / zip code cr: dty WIN, ® NevemRwa Hammond troth street Hudson /Wisconsin/54016 915-386-9876 tia-qA S ux aNJnmbo Ulmd..m3 mC] AddoollmexalmgbnEdura NA Rxmnn Fentaen roleiuvvWe Cade Resign plow Rate, 450 gallons per day -loos be eppruprvne sizclortM1v anlourwJ amlr<ndalons off"t Ma¢111. Glauial Till - ground mmmine General Cell and 0.tt endmi San, "welldnmetlxlfnu4,indent, by di gheitl miltill. A long mmound SAS is recommended for trim xse fmt,f, ud nll.on SOIL 1)LSCRI PI ION REPORT BaY g4 siones. USSR Derl score u o"i,tmm Famneleirse IW Yen #Cbn.tol ,SoS PJI - IL FMI 0.8 1 R3¢ NA sll 3msbk m!r aw 2vfT2O Ground 8-9 OYR 52 NA sit Iran mfr Ivf Ecfa] Y2I0 Pat 9-II IOYR </G Otl].SYR 5/8 rE• Imsbk mfi I(Depthin Bl2 1-Is I0l RJ],5YRIS aitl NA lag fa[brlo. 2c IS22 IOUR 50 mop9,5YRNS Sol wal 0 Remarks'.^-x',in old' aodo ,-N honm¢di 2C or nge A 0.8 10 2 NA r,I 2mnbk mk off 2f On 0.8 Fist 2-1 IN 8.11 7SYR 4/4 fld7SYR ON Impl Us So If 04 06 B2 itIsIOYR SIT Rd].SYR 518 Im,bk mfr eve NA 0J 06 Gmnntl MevIOJ 2e IbII 7 5YR4/4 ,1p75YR59 net 10030 Oromm imitiling mlo0 r In. o Coastal in of 110Nnn Remmks'^=day ridging, all R honmmaLy CST Name F11 M OmtMud GmVnea Environmental iRgnnlmcNo ]I5-83}I4W Adtlrtss'. 124112 Grzham Art Rau Clams WL 54701 Doo 6luly 200 CSf4221%] W II. 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L6 ml 0 mim '-a18Yb1dg118', 3onllg4 A 0-8 IOYR C2 NA sl 2msbk mh ax 2f 06 0S PX 5 Bti Blo ]SYR 4/4 hA sl• Intl mG w If 0.4 Ob wad fco (a) BC2 10-I5 7.5YR 514 Qd]SYR S/8 zid Imsbk mh aw If 02 03 01'640 B-0 15-23 5YR5/d n2d25YR518 'l Imabk mfi m nA 02 03 S toth m ,noting In 2C 23 25 '1.5YR IS n d]5YR 516 ocl III n O emmkswag III budging lonngk To 6 ^^m nom v Dominml Muwe11 C01w Ratan dam dae W. SZ Lwi Calw Rl Swnme Cr. Sz. SR Camiazar Swndy Sol Sol n pnutijn Pat E GPP' Elul A 0-8 IOYR12 NA ill 2msbk mfr 2f 0-61 0.g pond kmnd Btl 8-II 15YR N4 ifd].5YR 519 sil Imsbk mh If 0d 06 710 Bt2 11_15 75YR5/4 P.d]SYRSig sinl Imabk mR If 02 03 bplh t0 B-C I5-23 9.5YR 514 m2d7.5YR 518 oil Imsbk mh NA 02 0.3 ling �0' 2C 2325 ]5YR514 md].5YRSO wl Motown Remmkn *= ,16 day ,mood am " _ paao v Y w8o I'= TH PI50 e�• Aan9pDesIgnmooniml .zm IM10110 sam —eoMa _, ina,� u , —nw �oRlnlI — wce -. � �00 NE NE Mq 17W 60 - "ammomn«". — 01 ^a reaaam ,I ,o voa w pa 2 a_ Pat n< Vast non `I o IE ''