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HPSC4352WASTEWATER SIZING .A MIN 50' UC K4 'EOUALIZEF 24" BETWEEN DOWN GRADIENT OR CROSS DOH GRADIENT WASTEWATER SYSTEM PERCOLATION RATE APPLICATION 3 BEDROOM: 10FAL 1 3EDRU0v1 TOTIML BEDROOM TO fly_ STORMVVATER DEVICE RATE TR N�r1 LFN H C\ H __NC I I EFICH . NGT, (GPD/SF)FEET)*F LET)* FEcT) 1 5 MIN PER INCH 1.20 38' MIN 184 MIN 230' MIN STORMWATER DIVERSION SWALE F' C 5' 2�0 �1 N 27�' VIN 6-I THIN FSR INCH CO DMI TO DIVERT UPGRADIENT DRAINAGE -- - - AROUND LEACHING SYSTEM AND INTO 8-10 MIN F -IF R IN (,H 0.90 184' 111ti 24 4 TNN J06, MIT,] AN AREA AWAY FROM PERSONAL \-L - PROPERTY AND WATERCOURSES V C' L d0 NO✓' PIIV 2/5' MIN 344' N 11-1 5 MIN IFR II TEST- PIIS CONDU✓'TED ON SITE INDICATE BOUNDARY AT RS 6'± BF -._C! X INCRADE J\ �V AE MAXIMUM INDIVIDUAL GRAVITY DISTRIBUNUIvI LAIf R�A� L=N;T11: 60' J\ SEPTIC TANK SIZING 3BEDROOM 4BEDROOM 5BEDROOM 1250 CAN ON 000 GF ON(SHO'uN OND �A;J NG) 50C ,AL_ON _..- - - EXPANSION AREA (IAISTALLAIION Or ' /SFEP SLVIR FIXTURES THROB OUT RESIDENCE REQUIRED, NO KITCHEN T G;RBAGE GRINDERS OR SF IAS/ HOT TUBS CONNECTED TO WASTE WIHER DISPOSA- SYSTEN) WASTEWATER DESIGN INFORMATION: —...._ - -— --- ---- -- -- WASTEWATER NOTES. DESIGN BASIS NTW YO L< _STAT DEF /-\AFIMENT OF HEALTH 0Ec r,/ASf PIA LR DESIGN �NF0 .'✓IA IOIN ON JRA;^IING "r, A'S E'A'A' ER PI_.A I -TOWN OF OUEENSBURY 2) SEE C W' ENTITLED: "WASTEWATER SIZING" ONDRA'JhC "VV ATE« P,N" POTABLE WATER SUPPLY -riV i-'01 `,B_E ','!ATE R SUPPLIES TO HAVE !-111`d. 50' OF GROUTED CASING AND BE o +;/ ,. r. n � - �� N S. V-( r DRAWING 3" SEE .UA GdA ER CONS RLC I Iv L LEIA L 5 I JT�G��. TFL ATIOIJS 0\ I��„ Vd fdG LOCATED 10i T. VIN. FROM WASTEWATER DISPOSAL SYSTEM. WAST: 1A,IATE R DE -AIL `" DESIGN FLOW TEyv T_R PUf!PItiG Y =f." /'F( E,r EOU < f) FON IGT DEV LCI f'AElvl DEPENDING I 10 GPv�BEDROOf ` \ THE . / ^,FIOIR�L!_E.VAI IO!N OF P H1`dG S r O i EM IN Tt LAT J TO I H.- rOUS, (GEE C ART ENTITLED: 'WASTEWATER SIZING') �— (SEL DR-, WING DDIA). (I STALLAITON OI 'NATER SAVER FIXTURES THPOUGHOUT RESID1 NOF REQUIRED, NO ( KIIC'HFK C�ARBAG G'rrNDI RS OR `,f %S� HOT TUBS CONNEC'1ED TG VJASTE`�� FER DISPOSAL SY,;TE''I) \%\ SEPTIC TANK (SIE CHART N L D. SEPTIC TANKSIZIN SIZING"), G' I o1ALLATION Cr JHTtn JAVELk FIR .J MES THROULHvUT RE,_I�E11 E REQCIK�, NO KITCHEN GARBAGE GRINDERS OR SPAS] HOT TUBS CONiNECTED TG �,dASTE!PNATER �•�.. SrSTL1, 6' . ` SEPTICTANK EFFLUENT_ FII: E ' I P L PRT iJI= I90 FL A1�CUl-4X22,A"ZABEL RESIDENTIAL FILTER PER SEPTIC TAM LEACHING SYSTEM E K NhR10UAUZFR .N H_ U 2 "WASTEWATER SIZING") 4' r EFFLUENT DISTRIBUTION -1 RUu G `AVTIY :,OS;NG/ DISTRIBUTION FROM SEPTIC FAINK. � Y�i COM' � s IION" ., WASTEWATER SYSTEM REQUIREMENTS AT TIME OF ONSTR.;CTIOI`J Sall_ (,0NDITI.ONS AINID E_RCOLATIOIu RATES ARE To DE VERIFIED IN •! \ , -/., �- / _ �c / -\ "DOCUMENTS PROVIDED IN SUPPORT OF THIN DESIGN MAY HE USED ONLY DOE THE USE SPECIFIED IN THE ISSUE/ REVISION" BLOCK BELOW. THEY MAY NOT BE USED FOB ANY OTHER THE AC P.I !-`-ADHHIJV SY`�TE`>� A.RE, BY iE`.T PIT�J� ,-'.ND PEF�'CSr ��`.)�)N TC.�I,S;. PUPPOSE, NOR INCORPORATED IN ANY SUBSEQUENT DESIGN WOPH,WITHOUT THE WRITI Ell CONSENT OFJAR REEL ENGINP.ERS, PLLC. ONLY DOCUMENTS LABELED "ISSUED I'OR LATERAL LENGTH\ ` ' • \4' PVC SDR 35 PVC OR OTHER APPROVED MATERIAL CONSTRUCTION" MAY BE USED FOP SAME. USER SIIALLIIOLDJAE'RETT ENGINEERS, PLLC HARMLESS AND DE PEND JAP.RIAT ENGINEERS, PLUG FROM ANY UNAUTHORIZED USE. �� ISSUED FOR PLAT FILING & CONSTRUCTION SF E CHART ENTITLED: @ 1 PER FOOT SLOPE MiN 03/24/14 1 4� �6 / \ (UPDATED WW SIZING &DESIGN INFO, REVISED # LATERALS IN EXPANSION AREA "WASTEWATER SIZING" / 06/06/13 M�(FINAL PLAT & NYSDOH PERMITTING) NO CHANGES THIS SHEET "QUICK 4 EQUALIZER 24" UNITS ~ \ --\, REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW SEE CHART ENTITLED; PER OF 25 24 DIsrRIBU F LA Box Fo BE sixLD 11/15/11 (NO CHANGES THIS SHEET) . ti � � "WASTEWATER SIZING" D4 D4 LATERALS' \ REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW 09/29/11 ZL (NO CHANGES THIS SHEET) 08/22/11 REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW LATERALS LAID FLAT — NO CHANGES THIS SPIFFY) /, _<. �, REVISED PER TIDE COMMENTS & RE -SUBMITTED FOR SUBDIVISION REVIEW 2O AJ!IN Y� \ 03/23/11 /H` T � NO CHANGES THIS SHEET) 4" SDR 35 Pvc oR o THER APPROVED M.AJ EF IAL ZG S REVISED PER BOARD COMMENTS @ 1 "PER FOOT SLOPE MIN �� s �_ A,_ 10/14/10 D- & RN �.• .: � REVISED PER �N ER/STAFF COMMENTS & NEW ZONING RE QUIREM ENl 08/16/ 0 S THIS S SHEE 10' MIN NO CHANG SUBMITTED FOR PRELIMINARY SUBDIVISION REVIEW AND AREA VARIANCES 03/15/10 ZE NEW SHEET /vA SKETCH PLAN REVIEW PLANNING BOARD &ZONING BOARD) _ i",°.�` 10/08/09 iD`` THIS SHEET NOT SUBMITTED SEPTIC T�NK Z3 4 � _ ) SFE sEPTIG TANK SIZING" CH0 1MIN T X' H # �� SKETCH PLAN REVIEW (PLANNING BOARD & ZONING BOARD) D4 - 04/15/09 � THIS SHEET NOT SUBMIT-FED) 1 10' MINL SUBMITTED FOR ZONING BOARD DISCUSSION 1C OR oI FIER T I ROVED MATERIAL_,,'_'F \ 02/13/09 /B THIS SHEET NOT SUBMITTED__ \ c Y4"P R FOOTSLOPE MINSUBMIT-FED 1/17/08 . DSUOA RD DISCUSSION (THIS SHEET NOT BMITTED) DATE REV # ISSUED / REVISIONS DRAWING: MI100 N _...�-..Y..,.,,c -,:m_ 3 ':-€s trrrwNa• w,r: ._r,.. s - E-"'i--� F:,:,:s;;'.... •ta.. wus`=`-.. _i _ .'N,r-�,F?y.;\ = 1 r BETIn.;/I_EN WELL" TYPICAL WASTEWATER LAYOUT .:.. WASTEWATER SYSTEM .�.._,. : °S jjN RESIDENTIAL SUBDIVISION r :� ��ax��,..,� � � �� N � � � x _,�a Q s." v,•�: �p.��". _.� . _ _.�t' � �W�: �:. �� %� � �x CGRD PROPERTIES -i: :� �t, ,-K; ," _ _, ..,�" .<'.R554ss3,,: _ , •T., ."',_':�aa.`s�s;.,.S;'k F x ^. TOWN OF QUEENSBURYi NEW YORK �:T, -w,s .,.:'m_ .. :E 'f�,; ..s..n.�. :;;..-_$::•„_.YB u Ei�v kV+`: r"i g. ,s ^s,. s''•'z xT`'Mi•' 'y':3y:"''�'``=,�R •' : q. y cT :.� 'n.�.. -x -- =`.,m h. sssa:...i R,• ,t- "ar._ ,fig ers rig y. � ARRETT Engineers, V✓7nPerS' rJ1 H. THOAS JARRETT Civil &Environmental Engineering P.E. # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 20 TYPICAL. WASTEWATER SYSTEM LAYOUT Fa"N COPYRIGHT ©2014 GLENS FALLS, N.Y. FAX: (518) 798-1864 SCALE: N.TS. ONLY COPIES OF THIS DRAWING wHHA BLUE SEAL SHALL EE CONSIDERED TRUE MARCH 2014 PRO # 07-008 SHEET: 17 OF 25 AND VALID ALTERATION OF THIS DOCUIE]ENT EXCEPT BASESHERT: 22 x 34 PLOTTED/REVISED:03/24/14 10:00AM EY A LICENSED ENGINEER L UNLAWFUL.