Loading...
Septic Plans } PROPOSED WASTEwxrER IMPROVEMENTS FOR THE ox RD Ea RESIDENCE FLEISHMA14N !Jel 19 , �r OWNER APPLICANT. 3 : RAD FLEISHMANN {. CON t RMACK DR MCCO i 108 MCCORMACK DRIVE W N Cd TOWN OF QUEENSBURY �- °°.� slrE O a a W y �.. .. W al <1 Q 2. Q 20) 15 SITE LOCATION MAP SITE VICINTY MAP XX � SCALE: 1"-200' ; SCALE: 1"-2000' O a it C TOWN OF QUEENSBURY I' SEP 02 2021 ` 1 W Z BUILDING DEPARTMENT Lr ^ ' Based on our limited examination compliance -,_ r with our comments shall not be c onstrueoas ._ � '? indicating the plans and specifications are in SO6 `� ' & Y y full compliance with the Building Codes of w„s M." P._. New York State. DRAWING INDEX �C o CS TOWN OF QUEENSBURY SHEET NO DRAWING TITLE Q A M z 1 COVER SHEET Y�� Go BUILDING & CO E EPT. 2 WASTEWATER SITE PLAN W < Reviewe B -�- Date: 'Z „�, 3 WASTEWATER DETAILS O W 0 U. W Y p 2zx co 09 288.16-1-58 SEP-0657-2021 0. L,' Fleischmann, Conrad RECORD OF WORK DATE JBY 108 McCormack DrOWT suu TO Tom ,izoz, �+ 7 Residential Septic Alteration N - CALEAS NOTED Wit' SHEET TITLE: o COVERSHEET r: j ' OPOW 1 SHEET NO. >x dodo dwF ciri� U►h1 W. �I+►C ;fi-.eios l.ae p Q.�r i.r' .�rw�...r....•r...+-err -rww� •�....r-.,r.n.-.+rr. - .-^�.�d....�.. ...rr L�LA+@��D ,Iva 2 I.rr�► ,1�►L d �.� �. .....r-+- i�'�t3 iE iJ T1'�1 `/© l 1. �7 A 1 } Z 2; t=-, 1 'Vie its' K,+M• �'�7 ?`1 y �',��t""' ----_._- ''y :�?. IT- .� o 'R.�4 � it �I o C 23,G 3p. 74 ` U. d A Nd L..4"'i G.E. W y 62AL s 5 g7c M IY ui tt •� Y Vill a.UJ Uw a W 0 r ^ � W s"01*7r {, IF cf E C POWMS d .t Off 1 �G j Z ATE W � 1n { �? �2- w � fcs .N O^AD O O U o 1 S t co OR 9 LL i i t c +...,�-� RECORD OF WORK DATE BY t. ra~ sueMrrrnL TO rowN 1/2021 DM r, rr � ft ptJO 1 GJ • if 6./Y" n" tl} ..7.1• V®� .w»...-..,...... v P w!r w ! It `.. SCALE: o of NEW AS NOTED cz OQe 1"0. � ,/ ��� �' SHEET TITLE: oM at` DR L/, ' WASTEWATER W SITE PLAN ¢ � W SHEET NO. TL FINISHED GRADE MOTE& / N REMOVABLE COMER 1. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIALS OR EQUIVALENT. _.W 14 2. wvM ELEVATIONS OF ALL OUTLET IWO MUST 13E EQUAL. ASTM C33 SAND Z 4" OIA. PERFORATED 3 THE SLOE OF TEE OUTLET PIPES BETWEEN THE DISTRBVION BOX 48" BAFFLE AND THE DISTRIBUTOR LATERALS SHOULD BE 1/B" PER FOOL �� a►;� INVERT ELEV. 4. CONTRACTOR TO USE SPEED LEVELERS AS SUPPLIED BY FORT MILLER TO EQUALIZE FLOW. DISTRIBUTION BOX -' � . 4R 2" MIN. (SEE OETM) El 4' MIN. 1 TNATNE SOILI 8 3 W "j 0 cU `-cv r pp c e aAE g W IV 1-1/2 DISTRIBUTION LATERALS N N m �CI.EJOi SAi0 LNL•PEA 19RAVE1 8" Z W cD LU � Y 12"MIN Q ------ 32'AND 8 EA MODULES(18 TOTAL) PER LATERAL W-----� � �(n 1L w 0 s 1 DISTRIBUTION BOX TYPICAL ELJEN TRENCH SYSTEM o t!,} 3' NOT TO SCALE NOT TO SCALE a LU E t M w z aZ w W W Q 0 % FINISHED GRADE U) w>.0 K( >O: W a FrmZ TOP SOIL '2j = AM Y Z ' +d+ SUITABLE BACKFlLL 4" DIA PERFORATED PIPE (COBBLES, ROCKS TO BE REMOVED) o0 w W j HOLES 5 do 7 O'CLOCK N cr) r O:d O GEO-TEXTILE COVER �- WA-S7EWATER SYSTEM — BASIS OF DESIGN( a W 0 LL z o BANDING STRIPS QEGULA717RY AUTHORITI^ TOWN OF QUEENSBURY O U W SDESIGN lAAtDARDsr NEW YORK STATE DEPARTMENT OF HEALTH (IONYCRR APPENDIX 76-A), WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HOUSEHOLD 81 Q ELJEN GSF UNIT ►` 0. � `- PRO.ECT DESCRIPTION THE PROPOSED WASTEWATER SYSTEM TO SERVE THE THREE (3) BEDROOM RESIDENCE SHALL CONSIST OF AN EX7S77NG 1,000 GALLON SEP77C 7ANK TO REMAIN IN USE, WHICH FLOWS EFFLUENT BY GRAVI'7Y TO A PROPOSED D—BOX THAT THEN DISTRIBUTES FLOW THROUGHOUT AN ELJEN ECORD OF WORK DATE BY ASTM C33 CONCRETE SAND ABSORPTION TRENCH SYSTEM. SUBMITTAL TO TOWN 1/2021 DM M CD PROJECri'Q FLONltAlE• BASED ON A THREE(3) BEDROOM COUNT AND NYS DON STANDARDS FOR POST 1991 WATER SAVING nX7VRES O 110 GALLONS PER DAY PER BEDROOM, THE AVERAGE DAILY FLOW(ADF) IS 330 GALLONS THIS FLOH"ATE DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER (NOR IS ONE r. 4MIN RECOMMENDED) OR A HOT TUB/SPA. ADD177ONAL FLOWRATE MUST BE INCLUDED IN THE DESIGN SHOULD EITHER OF 714ESE COMPONENTS BE PART OF THE y HOUSE DESIGN. 3' 6" MIN. Z E"-&"I S5 THE ELJEN SYSTEM /S DESfGNED AS AN ABSORP77ON TRENCH CONf7GURATION DISPERSAL SYSTEM W/7H 7N0 (2) LATERALS AT 32 LF EACH, � 64LF 707AL AND 16 TOTAL ELJEN MODULES (B CA PER LATERAL). W 3' SCALE: ; ' _ w� 1. CONTRACTOR TO PROVIDE DOCUMENTATION TO IMPERVIOUS STRATA, BEDROCK, OR AS NOTED COMPLIANCE WITH C33 FROM SAND SUPPLIER TO CONFIRM SPECIFICATION SEASONAL HIGH GROUNDWATER { �' SHEET TITLE: WASTEWATER W ELJENL?S�F CROSS SECTIONDETA��s Z N SHEET N0. Ge