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HomeMy WebLinkAbout020-1493-14-000sem�em eroieno orvi.linanmm..m PRIVATE SEWAGE SYSTEM G St CrCr01K INSPECTION REPORT sell Penn, No GENERAL INFORMATION (ATTACH TO PERMIT( 630381 oxsInt w(nlmll Twim ins, ID xc m ULCmem UcsTrc"All <n �i�N r.xx TOWN OF HUOSON 020-1106-90-200 eM u EM flry ewplim SeeaMwMNyNnep rb 35.2919493R TANK INFORMATION ELEVATION DATA TYPE MkNUFACTURER OAPPOI Iy ETATON BS FS ELEV SMI¢ BencRmeM1 UoxrN All BM Aces HoNmy SYHI Infer TANK SETBACK INFORMATION svm allx TANKTO P& HELL B.CG Vs, to Ansees R0.1p pinW BePN pBanom Oweg HeeMrMen x Pq MMrp Bol SyVa'n PUMPISIPNON INFORMATION Feel Breve Menurewnr Owns GFM SlConr skull Nell Tvn LPIncz,niLms Art H.M Tol For�rr.m Leju Mwe V1F()Ft1LATe) cudgel De 4,es Spell It D,—ILInsch oe�ren. n d' ee[ wYe renen Gnpr Ee x u e r NO Yx [ x COMMENTS: (include aae Bleveanom, 0... e Pneem, and mepeV*nal mememn rx Lal NO MJroee AvNleble 11 All Be OeemMlPn= 21Bldg so",sees - .emamolmrx- PNn rerixnn Rewires? GYes nNo Use Aber was Wa lbnelabrmnlon $BM71c lR"n sere lmnrinm Blenelnre cn No 5NN.-ayae_--Yoy Sebry,m aamry, oM.m� Rir6z i. . mrepa.ymr Al wart vioi�pm�. �.� 4 NOV 0 2020 ) -mzm ,m„j. it App �m rs. m,m 0Ql %S/ Net - .- wm.. Ai mueensd ¢ ��� �.� � i&Irk;• v�wJE z,mmom.�Mw.e '3 AIL ZYyw_ x. a e�o-w win LAI cay Tawor w Yr TYm,9 ¢(orck o. I.. M. u. tie.A" ✓ypmm.) Cay��sye.m Oirmmiamy'nt am. �cee. w,m Mee (mime j Tm�e�... oTaa..m.. IN uelee w. ,uVf...,mm.unlvk...uu. R. r rn.wm mwsw.mw�m. .w.mn o.om S S� m LNwe� u ��a l 1 wm... mI all w.m e®wm. Fall 5' /J-d umr� F.LLaezo 'S��s a c..ua... �.m...e ei.mlm.a3)D..A TEMOWNER '"'44 epr,e� ewemrme eena e ,e� if)FX�iw .wed ��+fw—'mj�S Mni e re,'mee.a11 ememew`pPao p ....aee ev die -eFv ,n �..rPC4 oa>rv+S =vw+zre System PLOT PLAN PROJECT Urchin8LLC ADDRESS 1353 AweWknn Trail Hudson Ed 54016 N in NE 1145 35 /T 29 Ron 19 W TOWN HUCIEW COUNTY ST CAW SYSTEM ELEVATION 95.0/94,5 41beell face 11/1/40 BEDROOM 3 DATE CONVENTIONAL ESE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIMP TANK SIZE DOSE TANK SIZE NObmNG TANK SIZE LOAD RATE 5 ABSORPTION AREA 933 M of chambers 46 ENCHMARK V IP Top 01 power W% ASSUME ELEVATION 100' FJ[Wr LAfe1 fdRV ❑BOREHOLE O WELL nH.R.P andeastionsionel = 1 /4" = 1 0' Magoo Rome 95' Q,0p B_ 97' ST 2U 6099, 20' &3 7% Slope Pro 3 Bedroom an bsao�(( ) All piping Shall be ASTM SDR 3W34, within 10' of tar piping Shall be ASTM P891 Vart >6.. Qmck4 Standard of cover Leaching Chamber 203, end 200 ft2 of Area 4' Lang 12„ 5.6ftAWDa, ofond CRT, Grade a System Blevanon 34" System PLOT PLAN PRWECT means LLC ADD]i 13W Aw31ukes Trail HW30n Son M016 N cl NE If4s 35 /T 29 NIR 19 W TOWN Human COUNTY ST, CFM SYSTEM HAVATION 95. el 4'OBbW gram 1111120 3 DATE BEDRWM CONVENTIONAL. INS CONVENTIONAL Lin HOLDING TANK 1000 gallons LIFT TANK NIZE DOSE TANK SIZE MOUND SkPNC PANE SIZE HOLDING TANK SIZE LOAD RATE 5 ABSORPTION AREA 933 p of chambers 46 NCIIMARK V K P Top a1 p0wer U0% ASSUME ELEVATION IW' Filler Lifetime Fit= ❑ BOREHOLT O WELL eH R P same 93 benchmark = 1 /4" = 1 Or Magao Road 95' 1101 _� 20' 97' ST 20 oil 99' B3 7% Slope 20' Pro 3 Bedroom House wd=�T ) All piping shall he ASTM SDR 30/34, within 10' of lank, piping shall be ASTM F991 Vent >6" Qmck4 Standard of Cover luching Chamber 203' Progeny with 200 fQ of Area 5 6ftAJPWT of end caps 4' Long 12" Grade at System Elevation 34" Cross Section of Infiltrator Quick 4 Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard L.eachmg Chamber with 20 0 ft2 of Area per Chamber To be >1' above grade 5.6ft^2 pair of end plates Finish grade elevation Vem / Typical Installation Vrnt 990' i Grede 3 34 Sepac Tank 3' 5' Long 1 5 i Wng 1 C nJe a� SYsu•m Elevation Gale m Sysmm Elevaucn Spacing 5' 2-3% 94' Cells Same on other end Observation tubeNent At end of cell A 23 chambers per cell 6 'System elevations A_95.0' S 94 5' POINTS OWNER'S MANUAL a MANAGEMENT PLAN Pm—m_ Owner (�.� C.ptl❑ 6eplk Tank (Al! 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