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HomeMy WebLinkAbout020-1489-00-210"• PRIVATE SEWAGE SYSTEM St CIOIX suerv.mselling ouuu. INSPECTION REPORT tenoemi' 615302 GENERAL INFORMATION (ATTACH TO PERMIT I p{w ID No gym. my d.p, a•�wo W P�+Ip��.%Lee arem n)mr pKennon Bast a aw w��� TpyyN OF HUD SON Pam Texx> 020.1489-00-210 �Fa.midem w,p�9 k., e .. �[_2 C57mrt� 10.29A9.3124 TANK INFORMATION AJ ELEVATION DATA Type MANVFAttOPER CAPACITY STA➢ON BE HI IRS RN. Sept"ETy' itS,z cs- ik 9 /04 72.{. FI Alt AM a. sl iM.3/ Ayintion BY HOES stl Hp1.. TANK SETBACK INFORMATION oe�x 1 \ Seon: tell r La ZDr 7/ro, — BESmmm R �n errM.n. 9M3 99.05 A, MG,Heide 9 Y/ S.I. Set /o.y 93.D PUMWSIPHOH INFORMATION Ierme y9Z 98.` m,m.,.r GPM °"" 3.21 li Rt SYSTEM vidwril MMENSIcell9 m�n9o, Z.Mlad pI.E. m ro SYSTEM iO PIL SLW WELL LN.0.5TREAM yyrere rtLu Mx'Ce. 39 Y5 9L3 itll.� Ux�T .�r:.k. `4 5d- DISTRIBUI Z� N.m.nm..nlia Ar oeNiemiu. .Hod. m. .Hp.Sl ..=ati, y' ` W r.3t- meth _D. 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MmSI it 01� 2 I IU Technical Snecifications LO LIM m fill�� r AND owNEnsxs cExro-tc nnoN roxM P[OPerty Ad s 16go dt- n VOA $$.J YCIC rvcmem IMTv E Plmrmy Bi®egDmumembry CitySM _ MR�/nF'4aKm1 Pmat ldaai8otionN®ba l,70•/�k9-LD'7�D.-- LEGAL Dti""DmON Rona LocmiaR W r, v:,Sa. )D �T 2LN& / w,TP a N spK� m w 5yg M MACIinND WNB_R CARON me 1mi0Yrm'e c(>m=P?5:Y[®mWENMmM. fulmCmlm9C xextS.wA�oPm rmti56 afpmP�M%f[Pm'�kevavA�n)®mfu®c,Javld. bYali:m[dp�m. 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MYof�h cnEfied wn'ey�p �, Rraec.®aa o,ma......s<rma. o LJ- �NB9'S0'OS°E 385.41' 1 C/)I z� DRNNAGE EASEMENT a 1 5 LQi I \ :i s 1 21 21 Ire ieo=92ZO \ TS'rl NN p.- �{ / C 22 187.139 s4. X. I L80 = 922.0 k. ♦a��i i/ 1 I +�, ♦a p i i/ 1 NNN aa.� aIr xd 4' i e. d a 'q .. 6 ll � i e IV 9pi p c • f SI i b B _.— -. _ _._- - 1 1 9 � i ei3 'n8nb. ! a Ii -4 Oaa- 141l Oki `Y`� /O, 9q, 19, 3/ay scon A SOIL EVALUATION REPORT at Sepal • Commere DIM" msmela and Bwakoa in accordance with calm 65, Wis. Ann cyyaae /e 4o q...Y _, Page 1 of 3 n.,,i sleer¢sal sell greenon pampa, nor box than ex.fl inches In slmi Plan in me mmpleve no p0116, amv Skcroh ruled pllenn permntalce,aeeleorwnenaononaard ownedr man anddstanlQioDee"ntm mllth Pandas Sumb al6n/ormareon _ Bak Foreanesifiensurn NU novel st beue. d or beconden Purvies onway ne s 15 wBl Al QB lls o poem Location Best KePnDn NW1Id, 5E1/d, 510. T29N, R19W Pmpem Gw ! Mendel L 1 Block a s M r 6995. Second5. e5M% H pk P Ir $I Addition LIIV stale ZI o e PAone Nomber Ldy Tons, danger ea B NDtleon wl %0l6 ]I S3B6-0zn Hudson SaovRd Use Residential ( Numbere 4 code aemee design fine as, file GAn ofG Red kmmem Pablaersommemal _ �` Parentmac omwean plain areaauo, damplmam. /A1Wa/l n General mmmenk SODuensomaleyelem, system elevation 96.Din. Trenches spaced and depth m cone 4 Rol below grade. and recommendations Boeing Boring owed 98.60 For aartece eke. N. Bepin to limiting mover 120 n IS uApo llcaAon vale on Cepin Bamineni Golor R,Red,,Deeedpllon ae Len sple nceReuters Roots r(gill So Ou Chat Bolor Gr15x. Be. ' T 1 0 15 Tel + 2msbk mG es 1( B Bx 2 IS 25 ]pyr9/9 2mebk mG 6 9 6 3 25 120 75yrRm on ml w 1L6 tl iI Ito l l pound Boring LJ 0,onto limit1lU still AsseallonR e oven Beim eni Lolor n ,di Sunni nNly Po agreed B, So Cant Color 1 0d9 IOyA/2 none sit GSure mh cs 11 sbr "EI8 2 1446 IOidual none slcr 2msbk mlr LS .d 6 3 96-120 Ti none ron ass ml no no l 1.6 93�1 r Emaemxi=BBB? 301220 meal and T66+301150 nel Effluent']— GOD, n 30 rel and TS9< BB seek G6T Name (Please 6e elOre /'. der malu Steel « Z—/ _J 2CST 48956 26695E Add leas 6lee1$Soll 9e rvlm Ida Conducted Telephone5 fi/it/20W ]60�936]De J on Owner 6asfn Bill parcel ID Pool page 3 of 3 �Bp°hgN going o P1 Or ei are, __ 98.30 tt limiting macs @0 In. pllpllon Rale RpGPDMI` Horgan Depth nmm,m cnlnr mpunn Too,,ant Cartoon, Barrel R Mansell Gu. Bx Cont Qllar Gr9x. 9F. E.6 E,8 1 Od6 10firl _ 511 2msbk fz 1f 2 1640 1OYM/9 +} sid 2msbk mfr 9 6 3 90-120 >.SYz9/6 qy AJ 16 Eleven 0 Drop Par Gmuno III elev.. fl Gep1F 1, reining For 1nSOII Ago IIn,IIon mile Hall Oil Dominant Coll Bill Lkscrlp4On Ou.S BYupu2 Gz 9z. 5F. Conslslence�SOundary Rods Gi T ❑ BonngN PE jog Goal In anal. 0 Depth to lar laclorGOII Annealing, R,le l Hall Barth eDollar InM Bad,, Di Or III. fool uIGCoualSece GrSe fi eoun ryRoofs Gi O Ee... 1#1- s30 -220 mg401O 7SS a30 o 150 m9h Emhart #2• BnD m9h and T531_30 mgh That Ell .ae of Coll It Or from oppeneni ly,miw pmvlgv I cnployo. Iffm nmtl I, ... al m,O¢m srvl¢a or Kcdm.ran I ,Ien el II l0r,n pIRan w,mp t6c narwhal at 608-266.3 151 or 1 609 261-8]]7_ STEEL'S SOIL SERVICE David J. Steel Kerman Bast 1396141"St. CW ST-POTSM DealiASEI/4 S10.R90HRICw W NeRichm°nd, W15401) tic.4249956 Town of Hudson St. Croix Co. Direct 915-760-0347 Hopkins Prairie In Addition LotAw2I Fax 915-2460318 Ibis 5011 evaluation wac conducted iosatisfy n zoning requirrat it mayor mxy n°i besoitnblefor ywruse. The Ication ofWls test may or may not beas she m, as rem anent on lines were rat ¢tabllsbatl ai Ibe r methe Sri true was em,duema Legend N l' — 40' ♦ Benchmark Fle. IOU -OOR Top of3/4' pvc pipe — Alt Benchmark BI IOOTO ft Top of3/4"pvc pipe Borings 4° doting Elevations p �Y B 1 — 98-60 ft B2 = 98,60 R /fV ok k�� B3= 98.30It L 134— 0.00R �i� t / n] ° set \� ' r/sconsin SOIL EVALUATION REPORT P A i d#2060 Department of Control In accordance won Loom 66, we. All close e 1 m 3 Attach com le aO plan nn paper not age than eu a 111Ina, tsale P parcen but not moor m rrw nal ne pui alapoint e elel'ance m neara9 load oJoh,"tprn r all And In to`a��� (� on n m a rove a �pFy �m a m Femoe 0ima a isp tl tt 14 Comedyinclude St cmla met m. Pending Room D I PmpeM call Bast, Kem 120� PmpeM Locator NW1/9I S10 T29NR19WeM Ow M Se tl0. tlreeeKLOUM#H Lz--rdpda L�ocF 54005. pk P 1S Atltl Ion Cary BIaLry R Ape Town Neeretl oaHudson @T] Hudson Scott Rd OWe aeovet real flew rate_ 60 O r Use '. etltlenlldi Number of beomams _ nl Publc or mmmemlal-CeavMu ne l auryval ob plain elwenon napphor ft to neGonve Fr,I t of on el system eyeiem elavei on 8003fl. Tr vitae apamtl entl depth ro mtle9 fi3H below grade led el6a ne/ ( firp oncOe P✓^c-- ovend Bonds Bo0n9 Cr or oundSolArm 98 60 b Death to Ammn9 cards 120 In So ll APSIonlon RAN Hanson Depth anlColo RedrxCOa .... 70.Wd Studio, Lbm¢dnce Bounty rv_ It �n Ou. Bz. Cont Dolor Moral r. Lz6 vttl en G A a 1 0-15 lW-3/2 none sa finite mG cs 1f .6 0 i..__ 2 6-25 IByF/9 stl 2m50k mh of na .9 .6 3 25120 7Syr4li none red top ml S 1.6 � 727 Eft# pomp 0-09. ldsm3S one sit 2msnk !r a 11 6 0 14 96 101 none add 2msnk mh us nat .4 6 46-120 J.Syr9/6 none fee old re no no ] L6 t- BOO 5e all < 220 24nd IS a30< 150 nul 'Bfitoo it42- BOO5< 30 MWL and TS3< 30 All CST Name mal Pilot) 619n CSTNumber Bel J. Steel _ 2969% Adverse Skera Soh Sewn Date Eumummn coMmkd Telephone number 1396 redo St hard Richmond Add all 6111 rzom 715a60.0397 croperche..r each, cement Page 2 ce 3 Boeing %Pit strong Glowa Su Rem elev. 98.30 fl Depth to limAing factor 120 SOII Apo lloellon Rete Depth 10annam Color Raw R Oertrlpoon 6lmtlure Co ,,t,i B n GFDoB Munceg Cu Cont Color L1. 6i 5h E.6 E85 1 O^I6 1Cyr32 sit 2ml mh a if 2 1690 ligre 9 nOn ¢ sltl 2msbk mfi ¢ na 9 .6 y 90-1E0 25Vr4/6 none Call osg or no not J 1.6 LE ❑Borin9p Bonnet; PH ountl sudem elev. a o Soil np0licallon Role' Depth DommAot CalorG al 6Wtlore Bou ogre IW edl to unu , S, Hot Color �COnebtenm Cr 25h Erbr 'erne p ongp Boring v Horizon Depth Call'i Data le—.. 9 ... rptirl T,i rtrlohoe Continence Boundal Roche (i 'EXNemYi= 60E)i 301220 mml end TSS 130 q 1M mat Emnemxg= Bi 0nal and ns<ral TheCgimMe of(ol uce lsanequal 0pp0nwlfy savltt arm ldm mid emplover It...edd e551Snnw to scowes or ,ftJ nvuetll In an eniromn, plec¢ coral l he depomnanr It 60926, 1151 or If Y 606264.e777, STEEL'S SOIL SERVICE 3af3 David I. Steel element Best 1396141st St. CST-POWTSM NWI/4,SEI/4,S10, f29N,R19W New Richmond, WI 54017 Lic9248956 Town of Hudson. SC Croix Co. Direct715-960-0147 Hopkins Prairie let Addition Lot f2 Fax 915-246-0318 This soil evaluation was conducted be satiety u ammit requircrob h mayor tiny not be amiable for yectme The location ofth etest may or mew not be hown, as parmenmt lot lines ware not etnbllshed at the time the all Not war wndunred. Legend N I -40 ♦ =Benchmark No. 100,00A Top A 3/4" pvc pipe Alt Benchmark El 100,10 R Top of 3/4" pvc pipe -Prongs tBonne Elevations P�' Mk BI— 98,60fl in B2= 98.60 fl 6 B3= 98.30ti o B4= 0.00 fl �Q q� 7 7 / .ELAL 1.4A 2.23 sq. - / / C.B.A _ 1.4 AC. 97,050 LBO = 922-0 / C.B.A = 1.B AC. / v / O / / 14 2.31 AOrns 12 "lw."G w. 2.21 A ,es LBO = 924O 96.155 sq. R C.BA = 1.5 AC, LBO = 922.0 C.B.A.=1.6AC. / p V j � >- 83 y res 9,1 7 sq. LBO W2.0 =0.9AC. i 9 � 4P0 V o ♦:vi .h � y �._17 i 20 9 �> E nBO En 15 998o wft o z I � 1 1 i I i 23 —1 L—N WW'EM41 1 I 1 p.n. n IX NA FASEMFM 1 5 1 O �\ I1. lH0=BEGS 1 21 � n I f 22�> ' i i \ aBooum / PRENLIMINARY FLAT NOPKINS PFIAIF LOONVIED IN WHET OF THE OF NW 114 OF THE i IN III OF 1 suinfiffolf OWNER MOINMR - 0 J Y. LI "I " JEREJ } I J4 �a t, �r ® 1 1: yw , t N€