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HomeMy WebLinkAbout040-1253-30-000w^v PRI VATE SEWAGE SYSTEM mwN. S1. Crom ry em owing Jvsrnemm INSPECTION REPORT rvpmmlxe. 615382 GENERAL INFORMATION (ATTACH TOPERMIp Bad,As rPn,. v.gpm.g uw,imvuxro4 Creative HomeaN uo V•pe eTOWN OF TROY nx 040-1253-30-000 rial, ern ei.. ex. px> �xi uEie a t,J,A� O„(— �e a.r ,.p 1918.19.1334 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURE R CnpaCrtV STATION Sepia, Ep EentfmxM1 Z. /ez. ar.Al...H "I m,or um`I3SUHlownSTANK r SETBACK INFORMATION llxT0 rL L L ROn let/5 r — °""" 66 IBp.. /0,3 x P1pe 05.s 9i.v Hawn, Sweden,PUMPISIPHON as gjbLj INFORMATION Fallol. all9R I w.mrer scaler All Law /. /a/•/ T J. 9/ rj 90.49 wmre3 «ep9�5 x�Z Torn.€xewx.+xo. or„• as 'TI ,L;p _ s.srem To smc u m x.< ma, ON BOB UNIT MollMKS a rr, s3 p DISTRIBUTION SYSTEM L ZZ* eerinmllry .ra �• m a vmno(nrb�G 4 4 n wom�_ ROILCOVER pmm W^ ea Yeeee "' r ceme. � 1 ,..,e Ee,e. peg ` T"I N. , n xa COMMENTS: Uebueem4,Jl,11p¢pe11,, peoompre,enl. ercJ I ~S7 AN am o,,,,P,,rl-R Itjn. Gw 2) Bldg moserergm -Zall Use o . A,,mlA�,liMmm.rl l sep<rorISI Old, OEM ccl imp inn ��...n. (4— 1�Lc1�1 , a 4-1L,,w. 6..n 13w tMfi 3�4 n: Pp. �aLLyp Co- reCal 41 lr., LY✓ " 9iF: G �— v sakry a a nely. omwn ! r5 vyo v x �mx�minre•� SEP a02019 x.ww:'pmxn�n.,vo em»sx F�707 �p�38Z Sanitary Permit Application oew'ms.�mvwm. x.mew.e�m�ma,>om�mn .. _. �.�tam�mmmm�c.m�mv Z( L m4twmuon-PI+vP o�P114N.m.Ne 6- ti3 rIN, a �. mPm,„owm, ,memx 61- oil . ❑��,me-a,�m � l o v�e 2 ✓ zL+zz f5wm m iyP.me cemplxam.n . o.u�. �. uv.evmel.� s,m, oP.vs�s„m o�maaams,,..vm�o.a oomammmmmm�esm®.ww Ni WM1SS ,hmiCom e m�a oxa� �.�e oua.a,�on�a_ w ❑m.m�<,.mmeeml.w �mtamix ❑amwmw���mn -v w.m..w.nv v.o- ... .a.miaroe.um: �m �.,�nsw wwmm o-n w<a�m nesmo ,mwe �,mm... Wes. x® m mm. mry acese-.. .bmu.Ww,mVp,ma✓: Ar= N,'4i.. a.a.e°mm'wi�ia.+*.".: mwiWr,W.ti•,"ai.'i:, �iwrtM�w. se 98 a Bail 37� Soil Test and System PLOT PLAN PROJECT Creative Homes ADDRESS 70I Commerce Or. Wmdbury Mn 55125 HE 114 CAN 114S 19 iT 28 NIB 19 µ TOwN Troy COUNTY`. CROIX SYSTEM ELEVATION 96.0557 e low grade D9/29/19 a ATE BEDROOM _ CONVENTIONAL XXX F�' CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK I E 1255 gallons LIST TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE 7 ABSORPTION AREA 891 p of chambers as ,BENCHMARK V.R.P. Top Of walkout foundation ASSUME ELEVATION 100' Filter LlfeOme filter ❑BOREHOLE DWELL -H.R.P. sameasloandarralk Scale = 1/4" = 10' SE Andrews Dr. property Line 2-3' X 90' Cells with>3' spacing B2 _.__._ J. B-1 Vents Pro a Bedroom House Vent >6.. Quicka Standard of Cover Leaching Chamber wilts 20 0IT of Area SbfAlpor of end caps a'Lgng 12" Eleva40n F Y All piping shall M ASTM SDR 30/3Q within 10' of lank piping shall be ASTM F891 weor.�oea.e�.vo¢a,nnwRe SOIL EVALUATION REPORT veeem_ (sei sidryaM S'"na, n ¢mWn®as, Cmmm M Van. Mm Cah class a�wmpebsnepe, w wwand less watinu, eame,ese i,eee.Pia, mm� Dii lcq. Bandual ad all lob or L'mcvlmv.nM li amli O Esbnwmws, iii to nnew"I last Paml 10. Please enm all 4Rprmation. e W 4L, mite / Gow A/G 1109. Aia s Jrd' T/ /< R R ilmnimmm vri�= �-o.ax. wa,l m..mn iww,n n. .wnwmm�w� 6-� se%�y symsmrype Leo v,lp,�aOrcdy System Elevation__- �E4'1�G11F.��E//_F}I��iiiY�F).1��4.1�� ©�i'iIf�OG.�/.e�..?/L ESLI�C11iJill9iil:IiL�! s•s•r��i•r�isrs•s•s• .:. . ���1li�l#0/J9h)JQ�C�F1 rva. r=AJif7ri�7i�'! cf���O�r�ES111.�J'��r7GlJl i♦i♦iiii���rij�i♦i♦i♦i♦ Panel #1. am> X a oc milt vq T55 a3p<Ist -y ver.W Tom <pliary CST Name (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 1032e1201M1 St, New Richmond, WI 54( —a. v— 715-2064516 ■:. cane -.-ramp ®® �MMOMEMM", WOMB a^re�n�rs�mrm���ars� 'EMunl p�aBCO�>J]�YID ^91Mi55 a)]<a50myl EMuari AR. BCO�<3p npM1sd]A.b )l TAe Uryvun mlCom ualoppt, plow orlderand <mp1%u.(6y31 acorn meam nzd ma¢nal in an�ellema¢ tmmet pleix wnun We depanem a 608366d151 m 1"I l' WB 3648777. Fl ,# o, 166 b_ I3a ©MW&FVA � aIWAMMMUMMM W -Mll #i.mo,,m.m �e+.miss.m. iw.a+ 'ury mre. eoo,.x �e+.mrss.x The Oryuvnrooddmaocl am11 ma uaev reto forompO t �plewuwlu c1,, ddenpaemondmemt 11 6N�.3"-31 d^l 'xor Tevi uWB18777 .urvi�erm Soil Test and System PLOT PLAN PROJECT Creative Homes ADDRESS 707 Commerce Dr. WOodbury Mn 55125 NE 1/4'NW 1/4519 if 28 Ask 19 WTOWN Troy COUNTY ST. CROIX SYSTEM ELEVATION 96 N95t1255 Iaw gmEa 9129/19 4 /� �4 DATE BEDROOM _ CONVENTIONAL Kxi' e !�" CONVENTIONAL TRY HOLDING TANK MOUND _ KEEP IC TANK gallons LIRT TANK SIZE DOSE TANK SIZE HULDIN4 TANK SIZE LOAD RATE .] ABSORPTION AREA 891 R of ch NMu44 I, BENCHMARK V.R.P. Top of Walkon tOundatiOn ASSUME ELEVATION IN' [tiller IJfellmo Filter ❑BOREHOLE O WELL -H.R.P. Sanneastooriansaff Scale = 1/4" = 10' St Andrews III Pro 4 Bedraom House Property Line 2-3' X 90' Cells with >3' spacing B.M.` B-2 B-1 35 Vents 0' T 30' 35' 3% Slope Vent �6.. ick4 Standard ofCover Leaching Chambar With 200 ft2 of Area 5.6f AVpAr of end caps ong 3434 „ Grade at Syetem Blevadon All piping shall be ASTM SDR 30/34, within 10' of tank, piping shall be ASTM F891 � rj1 aoi IOA a®y c mewa,ymvi:w f NW.Wmh,v AwF.O.P 71 5 ]y7-7162 yormy➢vmrt eimb(jmhPINuMPuJ i lo153SZ �,o eimii Application s.xr x-omm x oA p - �� my ..aeba aa�leeee®m�.aau.1 L ev4(mwn°e-Plwehw,Nllvforn� �✓2 �. NMp .tea i>Kae.um.ytn urom. r �.wm°` nwnlvc��wlee^-.. ok ❑ an 3 rim K Ci. Iaa gym_ IILT colyx.e ° A. Complm line6 Vvpp le) eA - . o�.zm m.w o,.rmfawmo urry, ,Am l.mmrtb.- rmmo .wwpw.Ar ox�.l.��4w vi. r,.e6iw. cw..e „. �aap°miermr sm«...m-�a. a�,hmc �pl,., n/el / 7Zi LeJ S .mme Uw 041�� �- a w,° Fv^R kMrv�J. w� AW/i���Ouwd� pN4�� 2 M�A ftl4x,: rilhfµ.,�yar ! �pr�lWmhluEmmvA m -4 5I a System PLOT PLAT; PROJECT Covelve Homes ADDRESS 707 Commerce Or. Woodbury Mn 55125 NE Ir< NW 1I4S 19 /T 28 N/R 19 w TOWN Troy COUNTY ST.GROIX SYSTEM ELEVATION 9l VALE ]'below trade 7/9119 4 DATE BEDROOM CONVENTIONAL XXX CONVENTIONAL LOU HOLDING TANK MOUND _ SEPTIC TANK SIZE 1255 gallons LIFT TASE SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE 7 ABSORPTION AREA 933 N of chambers 45 ,BENCHMARK V.R.P. Top of NE comer post ASSUME ELEVATION 100' Filter Lifetime Filter ❑BOREHOLEOWELL +H.R.P.same as benchmark Scale = 1/4" = 10' n t Von 30 O T 30' B-3 B-5 //A [ 3X Slope aI 3-3'X 62'cells with >3spacing Vent >6" Quiok4 Standard c/CcP of Leaching Chamber V with 20.0 P2 of Area 41 Long 12" 5.6ft^2/palr of end caps Grade at System Elevation All piping shall be ASTMSDRAIF8 wittuv o 10' of tank Piping shell be ASIM F891 Cover Page Shaun Bird Bid Plumbing Inc. 1432 120th St New Richmond Wi 54017 715-246-4516 Date: 7/9/19 Owner: Creative Homes Location: NE1/4 NW 1/4 S19 T28N, R19W 292 St. Andrews Drive Troy Manuals Used: In -ground absorbtion system (vennon2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4-6. Mairc ce and Contigency Plan 1Section #226900 Sysumf PLOT PLAN PROJECT ClealiM Homes ADDRESS 707 Commerce Dr. Weasel Mn 55125 NE 1/4 NW 1/45 19 IT 28 NIB 19 Be TOWN Troy COUNTY ST.CROIX SYSTEM ELEVATION 940/94AIR4.2 T below grade 719/19 4 DATE BEDROOM CONVENTIONAL MOK CONVENTIONAL LIFT HOLDING TANK MOUND_ SEPTIC TANK SIZE 1255 gallons LIFT"IANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RALU ] ABSORPTION AREA 933 y of chambers 4S kk BENCHMARK V.D.P. Top 01 NE inner post ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O DOLE r.H. R.P. Sem as benchmark Scale = 1/4" = 10' St. Andrews Dr. Pro 4 Bedroom klousn I A B-3 IS 3% Slope 0' B-2 Vents 0 45' T 30' 3-3'X 62'cells with >3'spacing B-1 314'Property Line Vent ALung Quick4 Standafd Leaching Chamber wild 20.0 fig of Area 5.6f`r2/pair of end caps ' Gade at System Blevabon 34" All piping shall be ASTM SDR 30/34, within 10 of lank, piping shall be ASTM F891 Cross Section of Quick 4 Standard Leaching Chamber Typical cross section for 2 of 3 cells Quick 4 Standard Leaching Chamber with 20.0 up of Area per Chamber 5.6ft^2 pair of end plates To be A' above grade Finish grade elevation Typical Installation 101' pC°r i Gratle vC°t 4 �30/34 Septic Tenk 4 4' Long l., nh 4' Long t., Ocade at Syawn Elevation 4' Grnde etSystem Elevatlon 34" Spacing 5' 3-3X 62' Celle Observation tubeNent Same on other end To be located on end of Cells 15 chambers per cell A System elevations: O C A_94.o' B_94. 1' C 94.2' POVPTS OWNER'S MANUAL& MANAGEMENT PLAN Fape_m_ ILE INFOgMATON 9MTEM smclmGTONB O er 3eWc Tank Gapdry 0N4 ,00. 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RESCUE OFA pER80M FROM THE IXIFAIOROF ATANK WlT BE pFFlOULT OR IYPOSHIRLE POWf61X8TIllLlt POWIBRWMTAWER YM X TBaz Piano Finaral SEYfMiEBERVKJNOOPIRATOR UYP IM:LL ajaau ATORT MITHORIn" Hp° ' Finns Tlmdomw+aa®emNa InuuMsro wN N.W 8P8 YJIIRINI{ml(aMPI mA DaiWl11. O14()1. VJ.w.wOaNi.aMCW. 2014004aA i11921 r t� C sEclloN n-n E' ENT AND . I'=1' x ' " _ .� LFMAL DES ON /o nwe yluceGary(/�'/. ✓1f<�Y. sw. ZL 200 F R/w, aown or SPbdivisim 7'/ /.� Z U w 931 Certl®ed Sarvey h/apq Vobme Pegs# warrautyD # ADS l valme - egea WSTRM MAINTENANCE AND Ow'NERCERTDR;ATION ®m Impolv'�wv i®wm,¢ea[)mrtmP�aM�tmltrtml<w2P�mm(m'hve mba�c w2e. 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