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HomeMy WebLinkAbout#7498 Loria REVISED PLANS 2025-05-06A, 1090 First St - SP Set recvd 5-14-2025 SITE PLAN BASED ON ORIGINAL SURVEY BY: Q : GONTRAGTORS' LINE d GRADE SOUTH L.L.G. www.dignetnycli.com I/A OWTS UNIT SIZING: _ "� :3sc• LOCATION MAP: O 5[hoolh�u5e Crcck 23 NEPPERHAN AVE. ELMSFORD, N.Y. 10523 of NSW yx c� www.calllPl811.com KEY MAP - NEIGHBORING LOTS ts� NOT TO 5GALE PHONE: 414.34-1.3141 Hot S.G.D.H.S. DIVISION OF ENVIRONMENTAL QUALITY, STANDARDS FOR o o 4.g &��NG�S��b (for other states) DATED: OCT. 24, 2011 4.6 IDENTIFICATION AND CONNECTION TO WATER SERVICE STATUS APPROVAL OF PLANS AND GON5TRUGTION FOR SEWAGE DISPOSAL SYSTEM 945 o z o Q LAST UPDATED: 08-07-2020 800-212-4480 � 811 NOT TO 5GALE FOR SINGLE-FAMILY RESIDENCES s's sos ass < Q Tq DATED: DEGEMBER 24, 2011 - 6 s 685 765 ¢ � AND NO WELL5 WITHIN 150 FEET TABLE 3: MINIMUM I/A ON-SITE WASTEWATER TREATMENT GAPAGITIES 165 3z5 s's Ca Q Q _ SCHOOLHOUSE GREEK 4 1L 5UBJEGT W QL Z CC II OF PROPERTY By law,excavators and contractors working in For safety reasons,homeowners are strongly • 3 BEDROOM DWELLING: Orchard5treet 13M �z7s � � ARCHITECTURAL 51TE PLAN BY: C� the five boroughs of New York City and Nassau encouraged to call as well when planning any s s40 640 PROPERTY • MINIMUM TANK CAPACITY = 330 GALLONS 3,fl a°a � and Suffolk Counties on Long Island must type of digging on their property. zso __j Ll JOAN CHAMBERS W 3 ,��$ 0) w EXIST. PLANTING BOX contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at 1305 109 P.O. BOX 44 SOUTHOLD,N.Y. 11471 1 4 • STEEL 13AGKEP 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the I/A OWTS UNIT LOAD CALCULATION: 141) 1270 1175 z Q � DATED: 03-01-2022 ["� • GONGRETE PANEL (excluding weekends and legal holidays)prior national call before you dig number.For J ,3ao lass 12s5 ,�° „zs ,160 1175 ,000 H PHONE: 631.244.4241 �1 • WOOD TRIM to beginning any mechanized digging or excavation work completed on personal 110 OPP x 3 BEDROOMS = 330 C-PD TL FLOW REQUIRED 1375 3�s 170 1060 z excavation work to ensure underground lines property,it is the contractor's l j�`� �� J PROP05ED SANITARY DESIGN FLOW = 350 GPD 1320 1065 104s - IND v �►.( Q • WIRE FENCE ATOP are marked.Excavators and contractors can responsibility--NOT the homeowner's--to 1295 405 54s z_ rT C • T.O.P. = +-1.5' also submit locate requests online,through contact DigNet.Having utility lines marked , U!5F-- 305 ongstt-t 780 90' O ~ Ul < • + ITIC.If you do not currently use ITIC,please prior to digging is free of charge. • USE FUJI ENHANCED TREATMENT UNIT v Q B.O.P. _ -4.6 LOT 30 gg g g 96s 92s 6so W call 1-800-524-7603 for more information. (TABLE 13: GAT. I I/A OWT5 - APP. RATE: 3.0) 075 � X Z N - •• MODEL No. GEN5,GRAVITY SYSTEM 830 830 83s oU v EX15T * s6s 8- GRAVEL ,ols 950 850 sso 830 n •• TREATMENT CAPACITY: 500 6PD PRK6 AREA EXISTING NEIGHBORIN6 SANITARY SYSTEM, NEW SUFFOLK •• TL. WORKING CAPACITY: 744 GAL 1fi995 a New SuffoR 4 D_ Ca Q_ EXIST. WOOD RET WALL X. 5TRUGTURE LOGATION5 T O •• FLOW RANGE: 50-500 6PD 705 720 70: waterfront I • 4x4 STAGKED HORIZ L6 LX° 0`2GHARD STREE /,S , WATERFRONT 1fi995 % - - q Q L6 > X EXIST. WOOD PRIVAGY FENCE ° SANITARY ABSORPTION BED SIZING M I I S R,qd NalnStrcet ,y L6 �- 'S83041 W/STONE IN STEEL GAGING ® X O 16900 17000 r 0"E 5UBJEGT PROPOSED 3 BEDROOM DWELLING 17 36 TW 4.7 EX, S.T. 51.00' EXIST. LINE OF CINDER BLOGKSM. Bw TN�.3 (DEED I PROPERTY SIZING PER: UNOFFICIAL COMPILATION OF CODES RULES AND REGULATION OF THE 4.5 BW 4 b �- ' 63.40 T 7 � � � STATE OF NEW YORK TITLE 10 DEPARTMENT OF HEATH. CHAPTER 11. PART 75. tri o O O O x 4.G 4 4 N L I - (S V R`j EX 1ST. METAL 5HEETI N6 z cv b �w +7.2 EX. N�16H NG (SURVEY) �, �, ® VAGANT STANDARDS FOR INDIVIDUAL ON51TE WATER SUPPLY AND INDIVIDUAL ON51TE PROPOSED INNOVATIVE AND ALTERNATIVE O 0o Oo (W/�,Jo dN��l��RETAINING y�ALL � -- _ A WASTEWATER TREATMENT SYSTEMS APPENDIX 75-A � EXIST. WOOD GAP ON VINYL BULKHEAD � rn j , TH 63 TN 75 �NGFATop) Bw o r n - M ® TABLE 1: ON-SITE WASTEWATER TREATMENT � o 0 0 0 Y B� Bw 6 T 72 S02 32 46 W J �' DAILY DESIGN FLOW = 110 GALS/DAY/BEDROOM (330 6PD TL FLOW) AND VACANT S.G.DH5. DIVISION OF ENVIRONMENTAL QUALITY, STANDARDS FOR APPROVAL OF SANITARY SITE PLAN: PROPOSED 17O' Bw k°' PROPosbk x X T 7�, TA ��� + 2.52' SURVEY - x NATIVE P ' x ( ) / PLANS/CON5TRUGTION FOR SEWAGE DISPOSAL SYSTEM FOR 51NOLE-FAMILY SITUATE AT: EXIST. O GRAVEL x LANrIN65 k BW RESIDENCES,DATED: 04-14-2022 1010 FIRST STREET NEW SUFFOLK, N.Y. 6WMZ: IV (600 6PD/AG) ►� TEST _ k x k nAR�A, 214 SFr x S36034'49"W � - 7 TOWN OF SOUTHOLD 5GTM No.: 1000-111-01-51 UTIL. POLE PROP U/6 PWR/COMM �' DRVWY/ TW 5,q TABLE 13: SUFFOLK COUNTY, NEW YORK FLOOD ZONE: AEb (DWLG LOG) U6 � �O LINE +� PRK6 AREA = HOLE ry k X�k y ^ �X� 43.9' STREET z U6 x6.2 - � FLOOD BW 3.01 3.30' (SURVEY) 0145 rJ HYDRAULIC, LOADING RATES FOR PRESSURIZED SHALLOW DRAINFIELD5 (P50'5), FLOOD ZONE PER DATUM: NAVD88 J 06� BW 0.0' 51ZE BASED ON BOTTOM AREA OF TRENCH : CATEGORY 1, I/A OWT5 = 3.0 w PROPOSED I3.3' ZONE AE o �� APPLICATION RATE FLOOD INSURANCE RATE MAP No.3b103CO5001H, REV. Oa-25-200q POWER/ GOMM. SERVIGE CONNECTIONS b °- 54.8 SO4 09 00 E NEIGHBORING LOT ID /CONNECTION TO WATER STATUS ZONING: MII (MARINE I I) 11 8 TAP EXISTING UTILITY POLE x D x ELEV. 6 - (WTLND TO EXP) PROVIDE PWR/GOMM. LINES PER UTILITY - )m X ( _ ) 14.79' (SURVEY) SANITARY ABSORPTION BED CALCULATION: v- - ID OWNER/ADDRESS WTR SERV. 110 6PD x 3 BEDROOM/3.0(APP.RATE) = Ilo GPD SITE DATA: PROVIDERS REQUIREMENTS X x x X PI2oPOS� o , „ 5 0 x k NAriV�PLANriN6s` ) S01 37 32 E 110 6PD/ 3.Z S.FA-.F.(TRENCH WIDTH) = 33.85 LIN FT TOTAL LOT AREA: *,ab2 50.FT., (O.I5g8aG) ZZ, I s ARE I PHILIP LORIA 1040 Ist STREET CURRENTLY'VACANT PUBLIC WATER LOT COVERAGE: 4.4 bnN 32' k A: 217 sr=r b - $1,19' (SURVEY) (5UBJEGT PROPERTY) (PROPOSED) �- 1-E TM°F TRENCH REQUIRED = 33.85 LIN F7 0. k kl I I k xlq,3' 31.3 TW 5 a' BW -0.1' U56 I LATERAL, 34.0' LONG A_I k ', LOT COVERAGE: EXISTING: PROPOSED: x X �,/BW 5 0 2 6AR1' 05BORNE t WILLIAM 6RELLA 1200 1st STREET PUBLIC WATER TL.I-E145TH OF TRENCH PROVIDED = 54.0 LIN FT z ri PROPO k I r 0 DWELLING VACANT 1,023 5Q.FT. •Q NATIVE PL b k OII x r z FRONT HD STOOP /STEPS VACANT 51 5Q.FT. AREA: q2 5Q5 k x I I �J x X �/ �- Y° 03 BRUNO 4 OLIVIA ANNIGA 1230 1st STREET PUBLIC WATER NOTE: 6EOMATT SHALL BE DELIVERED TO SITE IN ROLLS AND GUT TO SIZE rn REAR WD BALCONY STEPS, VACANT q0 SUET. > X 3 _ ® ARLENE � FRANK CASTELLANO 1215 ORCHARD STREET FU13LIG WATER PROPOSED INSTALLATION: TL LOT GOVERA&E 0.0 5017. (0.0%) 1,110 50.FT. (I6.8% > PROPOSED z k �X� x PROPOSED C7� x621 rn z P E C 0 N I C 0 EFSTATH105 4 MARYANNE KAT50ULA5, 1175 Ist STREET PUBLIC WATER (I) PDF LATERAL ® 34.0 LIN. FT. INSTALLED IN ABSORPTION BED: STY N- , = Ci D 7- BED LENGTH 15 EQUAL TO LATERAL LENGTH. EACH 34"W 6EOMAT SHALL HAVE IY4" R HATER SERVIGE CONNECTION J)� I z r k x O z r © JULIE 5AUL,S75 KING STREET ACTIVE 5GWA ACCOUNT, PVG SCHEDULE 40 PIPE ORAFIGE @ 1'-0" ON CENTER ORIFICE HOLES TO BE NO UPLAND FILL REQUIRED: In TO EXIST. WATER MAIN, PROVIDE TAP X xf x DWELLING: o �• O r�i C(� I x I Z' FLOOD C) O z (0 METER SET DRILLED AT 6 O'CLOCK AND USED WITH 6EOMATRIX ORIFICE SHIELD. DISTAL NO OFF-51TE FILL WILL BE NEEDED TO PROPOSED DWELLIN6 O w • FIN.FL.EL. ® 13.2' d O B A Y (02-28-2022) HEAD DESIGN PRE55URE OF FIVE FOOT PER DISTAL HEAD. ONE 015TAL HEAD MEET GRADE ELEVATIONS PROP05ED ON (3 BEDROOM) FOR NEW HATER SERVICE LINE I r k k . 3 BEDROOM r� I ZONE VE kI$ Tw 5.111, ° dJ $2' MONITORING PORT SHALL BE IN5TALLED AT THE END OF EAGH TRENCH. MANIFOLD TH15 SITE. EXCAVATED FILL WILL BE �rTR SFRV. 5� X FTPRINT OVER I r O STEIN SEA FARMS,L.L.G., 400 Ist STREET PUBLIC WATER „ R I- W x ELEV. $ O BW 3.0 AND TRANSPORT PIPING: USE (P II POLY PRESSURIZED XPORT PIPE SHALL BE UTILIZED TO MEET PROPOSED GRADES. 4.q PILE FND: 1,023 5Q.FT. ' I ( ) x BW -0 3' SLOPED GONTINUOU5LY BACK TOWARDS PUMP STATION FOR DRAINAGE BETWEEN NO EXCAVATED FILL WILL BE DISBURSED �W / ® ALBERT 6RANDY WOOD, 1000 Ist STREET VACANT CYCLES. WEEP HOLES TO BE DRILLED IN PUMP STATION DISCHARGE ASSEMBLY BEYOND THE SUBJECT PROPERTY LINES. �� I I z EMI r 4.3 PROPOSED Ist FL [GRASS] I I ' SEE 'NOTE TO CONTRACTOR', THIS DWG, R 01 1 I I 5'MIN �/ In 3 w I WD FIR STOOP _ I FOR REOV RATEABLE 501L QUANTITIES. >1 L 3.5 0 (a EL. 13.19 � PROPoSEb a 8 5TAIR W/RAIL 4.0' PROPOSED I/A ON-SITE SANITARY SYSTEM SEE DRAWING 5P2 FOR SANITARY 5TRUGTURE /COMPONENT DETAILS LP I L5r 8 31b EL. b.l GROUND LEVEL o r d- f"IIVF pLANrIN6s PER CODE AEROBIG TREATMENT PLANT: 3 BEDROOM, HIGH GROUNDHATER I I I W In � X Ate: 6.2 51%.FT. 3 I I MIXED SAND AND LOAM �I I I � I 47 SQ.FT USE: FUJI GLEAN USA ENHANCED TREATMENT UNIT (ETU), I/A SANITARY SYSTEM: x0 O (OL) NOTE: 1 1 I 5 MIN LL 11 L 3 L.O,2nd FL MODEL GEN5 (GRAVITY SYS,DESIGN FLOW: 500 6PD) ua I - FUJI GLEAN ON51TE WASTEWTR TREATMENT ETU X Z UNIT INCLUDES: BLOWER MODEL MAGIOOR, 5Y5TEM EL. 3.1' o • THESE PLANS ARE DESIGNED TO COMPLY WITH... 10'MIN 2" PVG VENT THRU ROOF OF EXISTING C.2x EXT WALL •• 3.0 BELOW GRADE I - ORENGO LIFT STATION 3 0 � � � 32 9i 4 qx CONTROLLER � Q • UNOFFICIAL COMPILATION OF CODES RULES AND REGULATION OF THE STATE I - 6EOMAT LATERAL - 34" WIDE x 34.0'L6 z [�] � 0 BUILDING,EXTEND A MIN. OF b" ABV THE 'u� \ 8.0' (OP/GNTRL CENTER) W ALARM BEACON � AUDIBLE BROWN CLAYEY SAND (SG) OF NEW YORK TITLE 10 DEPARTMENT OF HEATH. CHAPTER II. PART 75. R < ROOF LINE AND HAVE A MIN. HORIZONTAL x Q DH HORN ALARM WGATED REMOTELY A5 SHOWN) 3 STANDARDS FOR INDIVIDUAL ON51 TE WATER 5UPPL1' AND INDIVIDUAL ON51 TE , b1.8 (WTLND TO GEOMAT) EL. I.I' 5.0' BELOW GRADE WASTEWATER TREATMENT 5Y5TEM5. APPENDIX 75-A LU � SEPARATION OF 12 TO THE SLOPED k 3.2L x BW -0.2 PROVIDE: NOTE TD CONTRACTOR: ROAo d) PORTION OF THE ROOF (PER BLDG GODE). I k iix J PROP. PROPOSED Ist FL TW 52)1, •• ALL CONNECTIONS A5 REQUIRED BY MANUFACTURE GNP WTR PALE BROWN FINE SAND (SP) • 5.G.D.H.S. 'STANDARDS FOR APPROVAL OF PLANS AND CON5TRUGTION FOR a BW 4.1' SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES - DATED • PROVIDE IS GU.1'D5 OF RATEABLE 501L TYPICAL PLOT LAYOUT REINFORCED P.G. ANTI-FLOATATION FLANGE TO a EL. 0.7 %3-7/ DECK COUNTERACT BUOYANCY 'w� 5.4' BELOW GRADE 12-24-2017 ( _ / •• 5W OR 5P PER ASTM STANDARDS) FOR THE xo SGAL� �•-( I n W( BALCONY PURPOSE OF REPLAGI NG UNSUITABLE 501 L 5, 142 SQ.F7. Gn <(1 N k �w / � O a STAIR W/RAIL LOT 31 ••• SEE DWG 5P2 FOR DESIGN AND REQUIREMENTS MIN `(' v PER GODE I •• OR GONVENIENGE RECEPTACLE NEARBY CONTROL WATER IN BELOW E PLAN LATERAL. PROPOSED i�xbk x I o g05QFT PANEL PALE BROWN FINE SAND LINE/ SYMBOL LEGEND • SEE SITE PLAN AND SANITARY RISER FOR m I I o (SP) PROP05ED DESIGN AND REQUIREMENTS FOR AREA OF -i I 35 2' MAINTAIN REQUIRED SEPARATION DISTANCES, DW6 5P1 REPLACEMENT OF NON-RATEABLE SOIL. SEE DETAIL,DW6 5P2 PROPERTY LINE UTILITY POLE rQ� DISTtJRBANGE: k I I EL. -b."T 13.0' BELOW GRADE ±5,408 SGL.ft (0.1242aG) W k � Q x55 :n c� k� Lam•2nd L k J PROPOSED LIFT STATION: EXISTING /R BE HYDRANT SGDHS RECORD ID: R-22-0-151 I� b x x x HIGHEST EXPECTED GROUNDWATER = EL. 3.0' REMOVED/RELOGATED ------------ Y x < F4I I I w � s �XTxylAk� k x x USE: ORENGO SIMPLEX PF3005 PUMP STATION x I-i Q I / x x x X 54.1, WTLND TO ETU) PROVIDE: HIGHEST RECORDED GROUNDWATER = EL 4.bb PER - k ( U565 WELL 534364.1 EL. 4.66' WATER TEST HOLE w I Iv x REINFORCED P.G. ANTI-FLOATATION FLANGE TO Y ENGINEER: O XI O D I ,I ,-- P.�� k Zc, k kk 4 r COUNTERACT BUOYANCY (#I,400 LF FROM 5UBJEGT PROPERTY) SANITARY SEWERFINISHED MIN O ti XPRO'. k x x X I x42 •• SEE DWG SP3 FOR DESIGN AND REQUIREMENTS GROUND WATER PER TEST HOLE = EL. O.b -77 -77 -77 -„ - FLOOR ELEVATION F.FLEL. _ _ I I w y x51 x k LINE,Y GND X x x� 3B OVERHEAD ELECTRIC ° x BW 0.3' CONTROL PANEL, MOUNT ON PROPOSED 'H' FRAME o M X v1� I z PROP. AIR VENT x X - TEST HOLE SILT FENCE BARRIER - x x x - PROPOSED SANITARY A/I 5Y5: � M k I N k k k LINE 0/4"GND) x X 51.6 rn = O O Ix4.8\ �x x k x x k X BY: MGDONALD GEOSERVIGES 0 GOVERTOGRADE I TTT k x x k (WTLND TO L5) U, EXISTING SPOT ELEVATION xb,o I 5.0 X kL X6.2� I k N k k k X k k DATE: 01-28-2022, q:20am 10001 `---- 1 4.bx L x x C PROPOSED SPOT ELEVATION So PROPOgE x X PROPOSED DWELLIN6 FUJI GLEAN ETU 4. k (3 BEDROOM) MODEL GEN5MON PLANTIA: 8836 FND SQT ° > FINFLEL. 13.2' PARTIAL k k \ aJ ZI c JEFFREY T. BUTLER, P.E. 41 SITE PLAN - PROPOSED X k k k k x x k X k k� TRANSPORT PIPE x k x O PROPOSED WORK TO LEAGHIN6 FIELD X Ns z II u h"IP II POLY PRESSURIZED PIPE N83°41 BA 4� ° X X A IL S0"W 2 SDR 35 5TRUGTURE GOVER NOTE: :t O PROPOSED ABSORPTION BED: 71.00, x BW 1.4' VENT PIPE O ua D ALL RISER GONERS V•E16HIN6 LE55 THAN 60 LB5 SHALL BE SGDHS APPROVAL AREA: � � p • GEOMAT LATERAL, 6EOTEXTILE MAT A55EMBLY (DEED) USE FILL ACQUIRED FROM MATERIAL PROVIDED WITH A 5EGONDARY SAFETY LID OR DEVICE. USE FILL AGQUIRED FROM MATERIAL 10 5 O 10 20 I' W/DISTAL PORT, I - 3.25' WIDE x 34.0' LG LAT W/ 76.98' SS' TW 3P EXCAVATED ON-SITE FOR THE PURPOSED ON EXCAVATED ON-SITE FOR AREAS OTHER GRAPHIC SCALE I" - 10'-O" O � �4°� DIST. PIPE (OVER MAT ONLY) PERFORATED, Up VEY) BW 2.�' x BW O g' I PROP. 6RD a SANITARY SYSTEM GOMPONENT INSTALLATION. K"(P PRESSURIZED XPORT THAN 6EOMAT LATERAL INSTALLATION. Z < O W/Yz" HOLDS ® 8 t 4 O'GLOGK (INSTALL LEVEL) TW 4.0' BLD6 = EL.6.2' PIPE TO LEAGHIN6 FIELD 1.L • MAINTAIN ALL SEPARATION DISTANCES BW 2.5' PROVIDE GONERS: EX GRADE a EL. 15 5' � J EX. 6RD @ 4"4) 5DR 35 XPORT PIPE 5.0b LIN. FT. �I O z • SIZED FOR 3 BEDROOM DWELLING WHEN REQUIRED TO BE SET AT FINISHED GRADE USE: PROP. 6RADE OVER 4.1 BLD6 = EL. 5.66' 4.�x Z SEE DETAILS,DW6 SP3 VACANT LAND EXISTING THERMOPLA5TIG GOVER5-LOGKING,WATERTIGHT, MIN. SLOPE =Ya /L.F. READ ABSORPTION BED a EL. ±6.2' �-I LL m = GONGRETE � INSECT-PROOF, 5.08'Le xYa" 0.64" = O.OV MIN SLOPE FLAT,SKID PROOF,BE APPROVED (SEE 6EDMAT/MANIFOLD DETAIL PROPOSED � H LL 4. x WALL FOR 5EWA6E USE d HAVE ITV PROTECTION PROP ON DW6 5P3 FOR INSTALLATION REQ'MNT5) SOIL COVER OVER 6EOMAT 1- p PROPOSED EROSION CONTROL MEASURE: LOT 32 TW 3 g I G.0• 6RAPE OVER USE: NATIVE SOIL (OL) CQ PROVIDE SILT FENCE BARRIER AS SHOWN, PROP. GRADE OVER ETU a EL.5.45' MAINTAIN BARRIER UNTIL JOB COMPLETION L.5 EL. 52 7 r BW 2.F z ' EL,b.l' OD16RD .•. _ \ \ �\ \ \ x x.�.\ \ I EXI5TINC7 GRADE® f-LI f� W = CL �7 TA.MAT 6 D.MAT® V PROPERTY LINE = EL. ±4.1' 0 Z I Q Q /\� /�\/ / / \ \ / MIXED xi�xi �ii Z SEPARATION DISTANGE REQ MT5 FOR g' \ \ \ \ \ \ MANHOLE I I 18" MANHOLE I 24"MANHOLE \ \ \ // / / /�/� \ 1$A.MAT AND.BED® EL.5 D' �'FEDMAT SAND I �T/T I� LW W 0 SANITARY 5EPTIG TANKS, I/A OWTS, PUMP 5TA OR MANHOLE (RESIDENTIAL). \ \ /\/ o / , ,I MIN. HORIZONTAL SEPARATION DISTANCES: ORENCO '\\/\\ ~ \� i REPLAGEUNSUITABLE I //\\\x/\\\x�\\ i i i i i i i i i i I EL 508 LOAM (� W L. ROAD STORM DRAINS - 20'-0° \/` SIMPLEX /\- ISOIL K/TYPE 5P OR%V l �///\///\// // I I I I I I I I I I �' ALL (OL) � A. BUILDING W/CELLAR = 10'-0" = O.INV® DWLG. \j I.INV.® L.S. _ \\ N \� I PER ASTM 5TANDAFD5 /j j/1 F N I /\/\/\/\ I I I I I I I I I I N B. BUILDING ON SLAB = 5'-01110'-0" = EL.3.12 LINV.@ETU EL. 3b / DISCHARGE x\�'\ \ I I /\\/\\/\/ I I I I I I I I I I LATERALS) W k M. ON-SITE STORM DRAINS = '` �•344 \/i\/i\xi� I ��� , I /i\/i\/i>y� t I I I I I I EL. 3.1 3.0 BLW 6RD � O PUMP BASIN (Y 111 G. PORCHES,DECKS,HOUSE OVERHANG5, N. GATGH BASINS (NON-LEAGHING) = 5'-O" I I I I I I I (LIFT STA.) '\///\///�/ I I I I I I I I I I //�/ I I CANTILEVERS, ETC, = 5'-O" O. SANITARY LEACHING POOL = 8'-0" FUJI CLEAN C E N 5 \'��/ii\� I I I I I I I I I I I I GLAYEY PALE BRN FINE Q N 4"eD 5DR 35 XPORT PIPE ` I I I I I I I I I I I I I I I I I I I I 111 0 0 D. WATER L I KE5 = 10'-0" P. SEPTIC TANK, PUMP 5TA OR M.H. = 5'-0" ZON I N6 INFORMATION, MARINE 11 (M-11): O.INV. a = I I I I I I I I I III I I I I I I I I I III SAND SAND (5P) E. SURFACE WATER (WETLANDS) = 15'-o" Q. PROPERTY LI NE5 = 5'-0" LOT 51ZE GATE60RY: LE55 THAN 20,000 SOFT. 5.05'LI N.FT. ENHANCED TREATMENT UNIT Q,35 I I I I I I I I I I I I I I I I I I I I I I I I (SC, LL_ „ „ REAR YARD SETBACK (PRING): 25 MIN 1 MIN.5LOP'E =Y4" /L.F. :l I I I I I I l l l l l l l Q I F. PUBLIC, WELL = 200-0 R. SWIMMING POOL = NT O (RESIDENTIAL UNIT WITH GOMMUNITY WATER) EXISTING: VAGANT „ _ " _ �y,131 I E� I I I EL. 1.1' 5.0 BLW GRD LL 6. PRIVATE WELL = 15'-0" S. TOP OF EMBANKMENT OR STEEP SLOPE EXISTING LOT: fb,%2 SOFT (0.15g8 AG) PROP05ED: 31.3' S.08 IN xO4 - 1.27 - NATIVE �''y 0 N m H RETAINING WALL (WTRPROOF) = 10'-0" (15% SLOPE OR GREATER) = 25'-0" PROPOSED LOT: N.G. O.II' MIN SLOPE UNDISTURBED 501E Q LL N J. U/G FUEL TANKS = 10'-0" T. BLUFF = 65'-0" LANDSCAPE AREA- 20:5 MIN 1' 6N EL. VTR 5.4' BLW 6RD LOT WIDTH;150' MIN O O K. U/6 UTILITIES = 5'-0" U. DEGK/RAMP = 5-O EXISTING: 0.0 SOFT (0.0%) HIGHEST EXPEGTED GROUNDWATER = EL. 3.0 B.O. ETU a EL. -0.8 REPLACE UNSUITABLE SOIL (TE5THOLE) - EXISTING: 100.33' PROPOSED: 1,455 505T.(20.0c[%) HIGHE5T REGORDED GROUNDWATER = EL 4.b6'PER W/TYPE 5P OR 5W PER A5TM STANDARDS PROPOSED: N.G. 5EE 'PROP05ED BUDYANGY ANGHORIN6'NOTE `SEE 'PROPOSED REINFORCED GONGRETE AS SHOWN WATER IN QI z SEPARATION DISTANGE REQUIREMENT FOR SANITARY LEAGHIN6 5TRUGTURE5 U56S YELL 534364.1,EL.4.6b ANIT-FLOATATION ANCHORING' PALE BRN Z MAXIMUM PERMITTED DIMEN51ON5 - + (SITE PLAN) AND SEE FUJI GLEAN GEN5 BUDYANGY GONFIRM 6 MIN RATEABLE STRATA BELOW MATS d (RESIDENTIAL): LOT DEPTH; 150'MIN LOT COVERAGE (TOTAL): 30AS MAX(2p84 SQ.FT) (-1400 LF FROM 5UBJEGT PROPERTY) SEE DW6 5P3 FOR BASIN,PUMP DETAIL(5) FINE:SAND Q EXISTING: b3.40' GROUND WATER PER TEST HOLE = EL. Ob' GALG AND DETAIL ON SP2 FOR PROPOSED AND INFORMATION PENETRATE SURFACE UNTIL SAND OR (5P) Q MINIMUM HORIZONTAL SEPARATION DISTANCES M. ON-51TE STORM DRAINS OR RECHARGE EXISTING: VAGANT METHOD TO COUNTER BUOYANGY GRAVEL STRATA 15 REAGHED A. BUILDING W/CELLAR = 10'-0" BA51 NS = 10'-0 PROPOSED: N.G. PROPOSED: Ib b l%(1,110 SOFT) B. BUILDING ON SLAB = 10'-0" N. GATGH BASINS, NON-LEAGHIN6 = 10'-0" GEOTEXTILE G. PORCHES,DECKS, HOUSE OVERHANGS, 0. SAN. LEACHING POOLS = 6-0" FRONT YARD 5ETBAGK(PRING);35' MIN GROSS FLOOR AREA: PRESSURIZED PIPE ON TOP OF ASSEMBLY VAGANT EXISTING: VAGANT PROPOSED SANITARY RISER DIAGRAM TEST HOLE PAGE: G: LEACHING LATERALS (GEOMAT) r�l CANTILEVERS,ETC = 5'-0" P. PROPERTY LINES = 5'-0" EXISTIN PROPOSED: 13.2' W/ PRE PROPOSED: I,aO4 SOFT TYP O F 2 39.0" WIDE D E X 17.0' LG D. WATER LINES = 10-0 Q. TOP OF EMBANKMENT OR STEEP SLOPE INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYSTEM ( ) BY McDONALD 6Eo5ERVIGE5 E. 5URFAGE WATER(WETLANDS) = 100'-0" (15% SLOPE OR GREATER) = 25-0" SIDE YARD SETBACK(PRING): 25'MIN 5UILDIN6 HEIGHT: 35 MAX IN PROPOSED ABSORPTION BED DATE: 01-2b-2022,4:20am F. PUBLIC WELL = 200'-0" R. BLUFF = b5-o" EXISTING: VAGANT EXISTING: VAGANT PRESSURIZED SYSTEM 6. PRIVATE WELL = 100' / 150' S. 5EPTIG TANK,PUMP 5TA,6REA5E PROPOSED: 243' PROPOSED: 34.6 SCALE:NONE SUBJECT PROPERTY CURRENTLY: ►� H. RET. WALL (WTRPROFF) = 10'-0" TRAP OR MANHOLE = 8'-O" SUBJECT PROPERTY 15 VACANT n J. U/G FUEL TANKS - 10'-O" T. SWIMMING POOL - 20'-0° 51DE YARD SETBACK GUMULATIVE(PRING): 50'MIN NUMBER OF STORIES: 2 STY MAX h-I EXISTING: VAGANT EXISTING: VAGANT NO SANITARY SYSTEM EXISTS ON TH15 PROPERTY, \ K. U/6 UTILITIES = 5-0 U. DEGK /RAMP = 5-0 • v RAINS OR RECHARGE PROPOSED: 41.1' PROPOSED: 2 STY NO U/6 STORAGE TANK EXISTS ON THIS PROPERTY, EL. -6A 13.O' BLW 6RD L. ROAD STORM D BASINS - RAINS NO EXISTING OR PROPOSED STORM DRAINAGE STRUCTURES EXIST 6ROUNDWATER ENGOUNTERED OR ARE PROVIDED FOR TH15 SITE 5.4' BLW 5RD @ EL. O-T of 3 Q � 1/4"55TL GABLE SECURED BY 1AI (2)2x& x (LENGTH TO SUIT) AGQ p O FUJI GLEAN USA C�5 HORIZONTAL GI2055 MEMBERS(TYP) 55TL GLEVIGES (TYP OF 4) cv O - 6LEVI6E ATTA6HE5 TO NYLON 2AI 2b' 2.1' CHAMBER Volume (gal) TREATMENT SYSTEM MODEL N 3- 0- 0 Sedimentation Chamber 277 o o STRAP RING 2_1/2, USE (4)Y2"�6ALV LAG BOLT ~ - VENTILATION PIPE SCUM BAFFLE 20 Anaerobic Filtration Chamber 718 MAC BLor�R MODEL FUJI z W/6ALV.WASHER® HEAD O (TYP 0 EA. POST) GNTRII �PNL • ~ Aerobic Gontact Filtration Ghamber 127 RECIRCULATION AIR FLOW VOLUME 60 L/mm 8 ALARM �F1 vZ zd AIR LIFT Drip 4 5tora Chamber 63 2.6 GFH WMA 4X �j - EL O • RECEPT • t�5 O O DISINFECTION 5 Disinfection Chamber 4 NORMAL PRESSURE 15 kPa 22 F9 - 3 _- O THE CONTROL PANEL ` CYLINDER(OPTIONAL) z - - - Total Volume 749 RATED VOLTAGE 120V BOX MUST BE PLACED � � 4x4x8 L6 AGQ TIMBER OUTSIDE ON A " a o -_ FREQUB�YGY 60 NZ POST,MINIMUM GOVER 36 SUITABLE PEDESTAL z v - 5" INLET PIPE 5"OUTLET PIPE WITHIN VIEW OF THE z $ � � BELOW GRADE INCASED IN V _ " 5Y5TEM THAT ITIII 1-1-11 -1 11 - POURED CONCRETE IN 12 - / / SPEGIFIGATIONS OUTLET PIPE SIZE 13 mm ID(18mm OD) 5ERVE5 CONTROL m ~ A ;, / / / ® A 4 DIAMETER 50NOTU$E. I I s - - - \ 33/y� ID(5/� OD) CENTER SHALL BE vi -__ __ '; o o I (TYPICAL) t- p O Anaerobic Media PP PE Filling Rate 32% ( MOUNTED 35 ABV - / g _ _ 1 WGHT EI 5A kq FIN15HED GRADE(MIW Board T Aerobic Media PVG PP PE Filling Rate Ib� s - FUJI CLEAN ETU / / OR ABOVE BFE � IILB6. tK - - - - WHICHEVER 15 HIGHER. - === � Aerobic Media PP PE Filling Rate 5"fSK - MODEL CENS � � ROWER coNslUMPr1oN LI EFFLUENT Blower 2h cfm k"AY �1 O2==_-- AIR LIFT PUMP I�ET BAFFLE .oAx Tank FRP p p � 6R,qPE q I __- POWER GABLE 3 x 18 AW6 x 18 m 93 y v v v v v v v v _ � � Piping PVC (� ) AcceSS Covers Plastic /Gast Iron MANUFACTURER MA>7E IN WAN gY /// �i�/ //�//�// //�//; 0 0 0 0 o . . FUJI GLEAN - �t - _ - BAFFLE OW PIPE F Disinfectant (Optional) Chlorine Tablets REGIRGUATION L L L I/2 AIR INTAKE Q Q - (GLEANING OPENING O O O `S I I FLOW OPENING(TYP) to _ Air Blower shall be: < < 3/8"x 12 x 1-1/4"55TL EYE B FUJI CLEAN USA in as close proximity to control panel as possible HOOK(TYP OF 4) p tY p PLAN VIEW on a solid (e.g. concrete)pad to minimize vibrations 'H' FRAME DETAIL - 1/4"55TL GABLE 5E6URED BY 4'x 5'x I'-10 � in a location above water level FOR CONTROL PANEL AND GFI RECEPTACLE 55TL GLEVIGES W5 of 4) TOTAL VOLUME. away from grease exhaust fans. STR 61URE FOR I/A OWTS CONTROL PANEL MOUNTING STRAP ATTACHES TO NYLON 82t CI.FT,(3t GU.YDW 20"m HOPE SECURE HEAVY MODEL CENS SCALE- NONE STRAP RING WEIGHT: 12,3521 LB COVER BY POLYLOK,TYP- � away from bedroom windows and other locations where SCALE: NONE 20 (1) HOPE SECURE HEAVY operational sounds(although minimal) may be a nuisance 3/8"x 12 x I-I/4"SSTL EYE COVER BY POLYLOK,TYP. � In a location that allows unencumbered access for HOOK h'YP OF 4) 20"0 SAFETY SCREEN 20 SAFETY SCREEN inspection and aintenance activity BY POLYLOK,TYP. STOPPER OR 5UITA5LE GOVER BY P+DLYLOK,TYP. J with proper electrical tical g ounding END PLUG ro GRADE a'x 5'x I'-10"SLAB FUJI CLEAN ETU •/ with wiringand electrical connections made b a licensed TOTAL VOLUME: BUOYANCY CALCULATION: y 82t CUPT (31 CU.YDSJ electrician. DISINFECTION WEIGHT: 12,352t L.B BUOYANT FORGE 15 RESULT OF AIR VOLUME 20NP RISER BY IS" 1&, 24' 24" WITHIN GONTAINER5 FULLY IMMERSED IN WATER POLYLOK,TYP. MANHOLE MANHOLE MANHOLE CYLINDER MANHOLE 20"� RISER BY with n❑objects on top of electrical cord. NOTE: ADDITIONAL GLEAN OUT SHALL (OPTIONAL) POLYLOK,TYP. r' in a well-Ventilated space out of direct sunlight and SEWER PIPEBE PROVIDED IN INTERIOR OF BLD6, GEN5 EMPTY TANK BUOYANCY: 5,115 LB5 protected from elements such as direct rain or snowfall. 30"F1BOW NO HOUSE TRAP SHALL BE PROVIDED TOT SAFETY FACT 12,20 LEG Hardwired to power 1n states and urisdictions that re uire PER IRG 2015,P3201.4 TOTAL UPLIFT RESTRAINT: 12,2b3 LB5 ,f w p 1 q MIN 6" MIN z GONGRETE WEIGHT: 150 L55/G.F. - FLOW OPENING a hardwired connection. RECTANGULAR CONCRETE PAD: x 82 GU.FT. 10 - 4'LG x 5.0'W x I'-10"DP W/ • 5TRAPPING AND ANCHORING PER DETAIL - - m - - REINFORCED GONG. SLAB, �-; m ANTI BUOYANT FORGE = 12,352 LB5 b"x6"xl0" km 60'WYE ^^ O O BOARD TYPE MEDIA (USE GHAIR5) i--�� (SJ ANTI BUOYANT FORGE EXCEEDS BUOYANT FORGE TYP I GALL N BY A 151 SAFETY FACTOR X d .1 EXTERIOR GLEAtNOUT 1- O ♦ d - I - 4 ° dX a X .O N.T.S. X♦ m ♦ ♦ FUJI CLEAN ETU - COUNTERACTING BUOYANCY ® REGIRGULATION 1. FOR GLEANOUT(5)LOCATED IN TRAFFIC AREAS,PROVIDE WITI-I �% O / A55EMBLY TRAFFIC BEARING FRAME AND COVER ^� m INSTALLATION DETAIL 20 TYPICAL SLAB DETAIL 2.FOR USE WITH BUILDING EXTENSIONS/GONNEGTION5. X SCALE: NOW / \ AT ETU BLOWER UNIT LL < \ / SCALE: N T5. O z AEROBIC MEDIA FUJI CLEAN GENERAL NOTES: OD- I. THE ETU SHALL BE INSTALLED PER FUJI GLEAN INSTALLATION REQUIREMENTS AND ANY ADDITIONAL O = FUJI CLEAN BLOWERS--MAC-SERIES "R" PERFORMANCE CURVES (60 Hz) 75 REQUIREMENT5 PER 5GDH5 AND THE DESIGN ENGINEER CONTAINED HEREIN. r LU 2. THE DESIGN ENGINEER SHALL OBSERVE THE 01 PRIOR TO BAGKFILL AND DURING SYSTEM 250 5TART-UP. O L/MIn 3. THE OWT5 SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD APPROVED BY THE = O I.& GFM AERATION MANUFACTURER PRIOR TO ARRIVAL AT THE SITE. A55EMBLY 4. A FUJI GLEAN REPRESENTATIVE SHALL BE PRESENT DURING 5TART-UP. w - 240 MAG200R 5 THE INSTALLER MUST HOLD A CURRENT LIGI ID WASTE LICEN5E PURSUANT TO CHAPTER L/Min 6. 563 ARTICLE VII (SEPTIC INDUSTRY 5U51NE55E5)AND ENDORSEMENT J(INNOVATIVE AND ALTERNATIVE 8.4 GFM SECTION A-A VIEW SECTION B-B VIEW TREATMENT SYSTEM INSTALLER)THROUGH THE 5UFF0LK COUNTY DEPARTMENT OF LABOR.LIGENSIHG w AND CONSUMER AFFAIRS,PURSUANT TO SUFFOLK COUNTY CODE,563-1901)(J). [� 2OO MAGI50R -1 THE OWT5 INSTALLER SHALL REGISTER THE OWT5 WITH THE 5CDH5 U51NG DOCUMENTS PROVIDED BY W L/Min THE DE51GH ENGINEER. Le OWNER W l L GFM 5. THE SHALL EXECUTE AND MAINTAIN AN OPERATION AND MAINTENANCE AGREEMENT WITH AN ~� AUTHORIZED MAINTENANCE PROVIDER. THE AGREEMENT SHALL HAVE A MINIMUM 3-YEAR SERVICE MAGI20R INTERVAL. 1 J 0 q NO KITCHEN SINK GARBAGE DISPOSER SHALL DISCHARGE TO THE OWT5. ENGINEER: L/Min10. NO WATER SOFTENER SHALL DISCHARGE TO THE OWT5. > 6.3 GFM Alarm Circuit Breaker 11. INSTALLATION AND USE OF THE I/A OWT5 MUST CONFORM TO THE DEPARTMENTS APPROVED I/A OWTS MAG200R GUIDANCE DOCUMENT PREPARED IN ACCORDANCE WITH THE 5TANDARD5 FOR"APPROVAL AND 120 L/Min Float Switch, Pressure Switch, Test/Normal/ MANAGEMENT OF INNOVATIVE AND ALTERNATIVE ON 51TE WASTEWATER TREATMENT SYSTEMS." Q 4.2 GFM Test/Normal/Silence Switch Silence Switch 12. THE UNIT SHALL BE VENTED TO THE ROOF OF THE RE5IDENGE BEING SERVED.VENT PIPES SHALL MA68OR EXTEND A MINIMUM OF b"ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF 12"TO THE SLOPED PORTION OF THE ROOF IN GA5E5 WHERE IT 15 NOT 9/4"PVG 50GxNPT MALE Circuit Breaker PRACTICAL TO VENT THE SYSTEM TO THE RESIDENCE ROOF,A VENT PIPE MAY BE PIPED TO THE $0 L/MHn 3/4"NYLON TUBING ADAPTER WITH 6A5KET (Extra component if INDOOR5 �Tp00R5 EXTERIOR 51DE OF THE RESIDENCE AND TERMINATES A MINIMUM OF IS"ABOVE GRADE. THESE VENT 2.8 GFM AND LOCK WASHER Alarm Beacon i ! OKI GONTROL PANEL GROUND PIPES SHALL BE LOCATED A MINIMUM OF 3'FROM ANY WINDOW OR DOORWAY AND MUST TERMINATE MAG60R necessary,such as � *126 IN I (IN NEMA 4X ENGLOSURFa LUG WITH A CARBON FILTER DEVICE.ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2". PVG HOSE BARB discharge pump) 2 12, 13. ALL ADAPTORS,R15ER5,SAFETY 5GREEN5,AND LIDS SHALL BE MANUFACTURED BY POLYLOK OR 0 L/Min x NPT FITTIN6 BUILDING I SCHEDULE DO N 4 2 3 7 6 5 G E6VAL 40 GFM MAS120R. * f/. POWER PANEL PVG CONDUIT NO FIELD 14. DIRECT BURIAL OF ELECTRICAL AND CONTROL WIRES 15 PROHIBITED. ALL WIRE5 SHALL BE ENCASED Pressure Switch PROVIDE 1 #12 1 #12 2#I8 GONNEGTION IN 3/¢'MIN 5GH.40 PVG CONDUIT. MAG40R 3/4"PVG SOGXNPT DETAIL 'B' 1-20A, I-POLE *126 15. THE OWT5 INSTALLER SHALL PROVIDE EITHER A 20-AMP CIRCUIT BREAKER INSIDE THE DWELLING JEFFREY T. BUTLER,P.E. COUPLING GIRGUIT 20A MAIN ELECTRICAL PANEL OR INSTALL A SUB-PANEL IN AN EASILY AGGE551BLE LOCATION. o TANK CONNECTION BREAKERS IN #12, 1 #12, 16. INVERT ELEVATIONS ARE ESTIMATED. THE OWTS INSTALLER SHALL CONFIRM ELEVATIONS PRKO2 TO p O 5/01 10/1.45 15/2.15 20/2A 25/3.63 30/4/35 35/5.05 NO SCALE BUILDING #126 #126 CONSTRUCTION AND NOTIFY THE DESIGN ENGINEER OF ANY 015GREPANOE5. � 5/4"FVT POWER PANEL �-7 THE OWT5 INSTALLER SHALL NOT BAGKFILL ANY WORK PRIOR TO INSPECTIONS BY THE ENGINEER ANDAIR OPRESSURE KPa/PSI GOMPR. b. ALL MATERIAL,WORKMANSHIP,INSTALLATION PROCEDURES AND MAINTENANCE OF TRAFFIC SHALL BE V DUPLEX 6FI OUTLET INSTALLED I PERFORMED BY THE OWT5 INSTALLER. - IN WEATHERPROOF ENCLOSURE (� 19. OWTS INSTALLER SHALL BE RESPONSIBLE FOR ANY AND ALL MARK OUTS FOR ALL UNDERGROUND O FINISHED GRADE UTILITIES AND SERVICES IN THE AREA AND RELOCATE THEM AS REQl11RED THROUGHOUT THE PROJECT Z (f PVG WELDED JOINT PER PREVALENT CODE. LL MANUFACTURER PROVIDED 20. FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE FOLLOWING RECIJIREMENT5 ARE FULFILLED rY� GORTLTION ADAPTER Terminal Blocks FUJI CLEAN - ONE LINE DIAGRAM TO THE 5AT15FACTION OF THE ENGINEER,511 AND 5GDH5. --1C) I-Ld TANK WALL r I 21� . CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANGE WITH FEDERAL,STATE,COUNTY AND LOCAL O�T 3/4"PVG CONDUIT � NOTE: PROTECT ALL ABOVE AND BELOW GRADE WIRING, SAFETY CODES. F O z 0 0 Blower Hardwire RUN IN PVG GONDUIT,SIGH 40,MINIMUM. BI LL LU RISER WALL PVG WELDED JOINT AIR LINE Line NO 5GN-E 22. NO GONBEEN ��TION SHALL COMMENCE UNTIL A PERMIT TO CONSTRUCT A WASTE DISPOSAL SYSTEM HAS LL 1 O CO LOGK WASHER I/2"PVG CONDUIT 23. OWT5 INSTALLER TO COMPACT AREAS DISTURBED TO q5%PROGTOR DENSITY(36 IN BELOW GRADE, M r ~ Z O 0 PUMP 12 IN.LIFTS MAX). � < a O X< Q/ ELEGTRIGAL (2 0, 7u 1 - 24. CHITS INSTALLER SHALL SUBMIT ALL IN5URANGES TO THE OWNER PRIOR TO COMMENCEMENT OF WORK. 1- < LL FLOAT GONDUIT -FLEXIBLE Wiring Diagram ALARM EFFLUENT FLOAT Lw BUTYL SEALANT MANUFACTURER g g " FLOAT PUMP 5WITGH 25 CHITS INSTALLER WILL BE RESPONSIBLE FOR RESTORATION OF ANY AND ALL DAMAGE TO ANY W LL fl O /2 PVG THREADED PRE55ED AROUND PROVIDED TANK "� SWITCH 5TRUGTURE OR GRADE A5 REQUIRED BY AGENGIE5 HAVING JURISDICTION,AT NO ADDITIONAL G05T O Z I Q 2 KAI-E ADAPTER PERIMETER OF PENI TRATION �_ Horn VISUAL BEACON ONSITE WASTEWATER TO THE OWNER � z 6 BUTYL SEALANT : THREADS �� TREATMENT SYSTEM 26. CHITS INSTALLER SHALL EMPLOY ALL SAFETY MEASURES INCLUDING SHEETING AND SHORING TO O PRE555M AROUND DETAIL 'A' ASSEMBLY DETAIL '� PROTECT EXISTING STRUCTURES AND PEDESTRIANS. �J J O PERIMETER OF Float Alarm Line i:i 2l OWT5 INSTALLER SHALL VISIT THE 51TE,REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO 5UBMITTING i-�-1 _ THREADS R15ER CONNECTION NO SCALE H _ Grounding THE BID. Ci NO SCE � Watertight Block I/A SYSTEM 25. CHITS INSTALLER SHALL INFORM THE ENGINEER FOR ANY OMISSIONS AND OR DEFICIENCIES AS 50ON W # (v FASTEN PANEL TO Fitting CONTROLLER A5 THE OWTS INSTALLER BEGOME5 AWARE OF IT. O s w � PROPOSED 'H' FRAME, AND ALARM 29. OWTS INSTALLER SHALL COORDINATE THE WORK WITH ALL AUTHORITIES HAVING JURISDICTION. -�� 5EE DETAIL,T14I5 DWG 50. CHITS INSTALLER SHALL VERIFY ALL FIELD CONDITION5 AND DIMENSIONS PRIOR TO PROVIDING B `•/ ID r 1 O O O 1 PROPOSAL. 4" INLET PIPE CO _NEMA 4X 31. OWTS INSTALLER SHALL BE RESPONSIBLE FOR FIELD FIT AND OUALITY OF WORK SATISFACTORY TO 1--1 Q/ LL O O USER(TYP) SGDPW,5GDH5,AND THE ENGINEER. NO ALLOWANCE SHALL BE MADE ON BEHALF OF ANY ERROR OR I� LLLL Incoming Air NEGLECT ON THE PART OF THE CONTRACTOR N m FIN.GRADE -1 -1 - Neutral Block Power In Pressure Tubing 32. CHITS INSTALLER SHALL NOTIFY THE 5GDH5 4-8 HOURS PRIOR TO THE INSPECTION �T (� O OUTLET PIPE g AIR COMPRESSOR FLEXIBLE / / / F+•I LL_ GOUPLING� / \ / / ENCLOSURE W/BA5E � \ \ \ 5FIOUTLET T- O O GOMPAGTED 5ELEGT FILL TO I ) I ) I ) _ 11' AIR LINE TO www.dignetnycli.com � � � � -J, � ~� USE 20A BREAKER TREATMENT TANK N D� or GROUND 5URFAGE SLOPE I FLEXIBLE FROM BUILDING PWR PANEL of NEW YORK CITY www.call8ll.com Z < OGOUPLING Alarm Panel shall be: N GRADE TO SHED WATER FROM � � � � � _� � &LONG ISLAND (for other states) � 0 TANK LIDS. J in a well Ventilated area as N et O J A 'B' dry and protected from 41 a n POWEIz LINE TD FLOAT 800-272-4480 1 811 v -� elements as possible AIR LINE FOR ALARM p 1/2 MIN.COMPACTED GRU5HED _ • By law,excavators and contractors working in For safety reasons,homeowners are strongly in as close of proximity to STONE BRING STONE TO MID USE 15A BREAKER Q the five boroughs of New York City and Nassau encouraged to call as well when planning any SEAM OF TANK COMPACTING " „ Zz SEE DETAIL "B"FOR FujiMAC Blower as possible NOTE: and Suffolk Counties on Long Island must type of digging on their property. SEE DETAIL A FOR v (POWER FOR GOMPRES50R) contact Di Net,1-800-272-4480 or 811,at least Homeowners can contact us direct) at IN 6-INGH LIFTS. GNTRL THROUGH TANK BLOWER MUST BE HAND WIRED g y THROUGH RISER CONNECTION v IY •� wired by qualified O 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the 1 tw PANEL GONNH GTION DETAILS w electrician �i� 1� d MAG '5ORI1'AIR BLOWER (excluding weekends and legal holidays)prior national call before you dig number.For r/1 ,� -, � to beginning any mechanized digging or excavation work completed on personal v 1 FUJI ETU 6"DEEP MINIMUM STONE BEDDING �_ in a location that allows b" THK P.G.EQUIPMENT SLAB excavation work to ensure underground lines property,it is the contractor's USE:y4"- "VIA.STONE,LEVEL TO WITHIN 0- 7, (SEE DETAIL,TH15 DW6) are marked.Excavators and contractors can responsibility--NOT the homeowner's--to unencumbered access for CONNECTION DETAIL - �Sl ^ 1/8"(FORE,AFT AND SIDE TO SIDE) OI FLEXIBLE GOUPLING MEETING A5TM CA23 STANDARD BLOWER m A" ]rt da" = also submit locate requests online,through contact r to di.Having utility lines marked f-I SP2 INSTALLATION DETAIL EQUAL TO FERNGO WITH 5TAINLE55 STEEL BANDS FROP05M P.G.PAD, inspection and maintenance CONTROL PANEL AND BLOWER Q ITIC.1 you 5 not currently use ITIC,please prior to digging is free of charge. ' \ SEE DETAIL THIS DW6 aCtlVl � call 1-800-524-7603 for more information. v 50�' NONE 20 SEALANT MEETING ASTM G4gO 5TANDARD5 EQUAL � PROPOSED BLOWER TO BE MOUNTED ON H FRAME OR EQUAL,SEE DTL THIS DW6 � To CON5PAL G5-101 13UTYL 5PALANT MODEL No.MAC80RII No SCALE of 3 Cl Q � N N O N 4 O 1Lj~ � O KQ]r Control Panel miring Diagram p � 30 NOTE: THE VALVE SHOULD BE THE H16H POINT,WATER , g � p o - .Factory Wire Model VCDM-S 1 R� __ =Field Wire B r 8 T E M s e SHOULD DRAIN BALK TO THE PUMP TANK AND TO p D A =Aludia Alarm,Field Wire c GLEANOUT AND Rnro5Goplo Membrane Q p N Q S14AIAWAYAVENUE 6) OMAT TO PREVENT 1 REEZING. DISTAL HEAD PORT - o AL =Alarm Light SUTHEALIN,OREGON - IV4 DISTRIBUTION PIPE, Q q _ /12'DP PROVIDE 9PEGIFIED ORIFICENPON EXPANSION) ¢ < ONOTE: PLAGE DISTAL PORT FLOW EQUALIZATION PROCEDURE: ua N „ o Q 0 Q Options* DF -Audio Silence Swltoh 97479.9012 11 1. INSTALL CLEAR PIPE TO ADAPTER• � n- SANDY •HO1J� - D CCB=Cornrals Circuit Breaker 5GH40 PVG TEE =Fuse,120VAC11A TELEPHONE: ASSEMBLY AT END OF F LOAM • PROVIDE ORIFICE 5141ELD PER - D_ ' M =Motor Contactor MAINFOLD FOR FLUSHING I , i PRL i [800}34g-9843 2. OPEN ALL VALVES. -� MANUF � ZAL G-----' PCB=Pump Circuit Breaker I .__. R p Ly - ; x2 x1 ; PSA-phone Line Surge Arrester (541)459-4449 3. TURN ON PUMP AND NOTE ELEVATION OF WATER IN � � � o v Specified Orifice L�J � 11--- •--••--••--••--••--••--••--••--••--••--••--•• PSA ------ PSC=Power Supply Cord(24VDC) wEesITE EACH PIPE. 0 z 6eo6uard Orifice Shield z H � 5GH40 PVG PIPE 0 _ RTU=ATRTU-lLi Controller oFLOW 4. EQUALIZE HE16HT FOR EACH WITH 6ATE VALVE AT 0 < + Ln � � �u`zo O � Q z - JQk2 ::F A2 M Al TL =Terminal Link www.orenco.com START OF LATERAL. Native Soil and/or TR =Transformer 1 20 36I78VAC 5. AFTER EQUALIZATION TURN OFF PUMP AND REMOVE W 'options PLAN VIEW PLAN VIEW Specified FIII � AUTO HT =Heater PIPES. GLO5E VALVE5 AND REINSTALL GAP5. p o I Q Trw9m199Me Gore o z N Q (MAN) PL =power Light VGOM CONTROL PANEL, SGH40 PVG GRADE TO �I� � T ~ T ❑04 D03 D02 D01 COM PRL=Pump Run Light MODEL VGOM-51 RO MANIFOLD PIPE D O Y Jl3 J1 4 2 $ TB2 SA =Surge Arrester (SEE WIRING DIA, DIVERT RUNOFF 0 0 0 39 WIDE MAT y y Remote Alarm Connections THIS DWG) EQUALIZATION/ GROUND WATER 6EOMAT GORE W � � W _ PLASTIC RISER W/ 5GH40 THROTTLE VLV IN BOX I.O DEEP x 3G0 WIDE 0- 0 O D- RTu ° " (UPON EXPANSION) z SEE SITE PLAN FOR LATERAL 011 DI2 DI3 ❑14 DIS ❑IB DI7 DI8 RET 4VD Tel A WATERTIGHT GAP GAP z o 0 GEOMAT QUANTITY,LOG.,LENGTH/PATH Ca � � Ca 99 10 11 12 13 14 15 16 FRET] 18 8) O lollvi GLEANOUT 4 R¢ D La I LEACHING SYSTEM > > TH Orenco Model DISTAL HEAD HY6R05GOPIG MEMBRANE ¢n AHw or equiv. GRADE TO DIVERT THREADED ADAPTER o I) MJ RUNOFF PORT (TYP) Tlplcal Gross Section N m m Ln ftf Note:115VAC signal is presern 17J ; Options` : duri alarm condifions. 5GH40 PVG GATE VALVE -Not to Scale - o 0 0 0 AS PSC G pL I � lK 0 N N N N l Xt : Terminal Block'Types SGH40 PVG PIPE FROM I O p O ,.no • For VCDM S RQ �_J \\ ❑ operation description, PLASTIC RI W/ \� \ z d ' ' ' HT PRESSURE FIELD �� •-------- see drawing no. \\\/\\\\ \i_ c�D .o r a� ,n KATERT16HT GAP �,\\\__ p p p o 1. Standard Su a "SIN-CP-0OP-498". \� i\\ �i\\ '� 5GH40 5GH40 PVG PRE55URE \\ _�� i� \\ \\\ O 6EOMAT 6ENEIzAL NOTES AND REG�IIR£MENTSr PVG GATE VALVE LATERAL(REFER TO \\\�\\� \\�\\\ _ I m ElP51G 1JE516N PARAMETERS 6EOMAT DETAILS) �-\\ \ \\\ D I_ REMEMBER TO FOLLOW THESE DESIGN PARAMETERS WHEN DESIGNING AND INSTALLING 6EOMAT: Ll L2 MANIFOLD Cq Q • PRESERVATION OF THE NATIVE 501L BETWEEN TRENCHES AND MINIMIZING IT5 D15RUPTION AND COMPACTION M M Power Wiring Options N O DURING CONSTRUCTION 15 E55ENTIAL TO MAINTAINING 501L 51RUGTIURE AND THEREFORE WATER AND GAS r1 E -- - - arundPIPE PRE55LJRE PIPE SECTION MMOVEMENT IN THE SOIL AROUND THE TRENCHES.FOR THIS REASON,GON5TRUGTION I5 TO BE TRENGH-BY-TRENCH Two Circuits One Circuit \�- \\r, § I T WHEN P0551BLE UNLE55 A 635 5AND LAYER 15 UTILIZED AS A BASE,AROUND AND COVERING TEE 6EOMAT. 7Brminal iCCBTIL ' 'PCB // \// \�// \\- pD 0 . . 4 5 Al N Ni Q ,\\\ /\\ \/\ \\/\i iu DESIGN MANUAL FOR 6EOMAT PRESSURIZED SHALLOW DRAIN FIELD APPLICATIONS-SUFFOLK GOl1MY,NEW YORK Strip ,1°A Nk 21JA i\\\/i\\ //\ //\ LL -- - D \/- \\_/\\ �' NOTE: THE VALVE SHOULD -PAGE T OF 15 i : f0 2fl f0 2d \��\\��-,\\j/\\//\\\; LLI SA i - -- 0 0 on an 0 0 on an S�GTION \�� \\ \� BE THE HIGH POINT,WATER ( ); KEEP THE BOTTOM OF THE 6EOMAT SHALLOW 6-18 INCHES BELOW EXISTING AND FINISH GRADES Options' : ; 5GH4 PE / / \i SHOULD DRAIN BAGK TO THE . Far float arrangement diagram, I--- ---- __.- _-__ • : 0 0 0 0 777 7 \ �\ ` SEPARATION TO THE 5EA50NAL H16H WATER TABLE 15 3 FEET,UNLE55 OTHERWISE APPROVED, i T O PVG PI Phone see drawing no. ^ ; y Ni ; " "' H ; PUMP TANK AND TO GEOMAT I SEPARATION TO IMPERVIOUS LAYER SHALL BE 4 FEET,UNLESS OTHERWISE APPROVED; / COVER TO TO PREVENT FREEZIN6. p KEEP THE BOTTOMS OF THE INDIVIDUAL GEOMAT LATERALS LEVEL; Line "EDW FR-5-34". Cornrols Pump Carnrols Pump GroundL : / COVER TO -4 • DO NOT OVER-DI6 THE WIDTH OR DEPTH OF THE DRAIN FIELD TRENCHES; In Neutral Neutral L1 L1 LL 6RADE ' ` EQUALIZATION/ PROVIDE FOR LATERAL PIPE DRAINAGE AND MAINTENANCE ACCESS; `• : GRADE AVOID WORKING 5011_5 THAT ARE M015T OR WET BECAUSE THEY CAN EASILY 51,1EAR AND COMPACT, Telephone Line Connection From Main Power Panel n G7 a G7 THROTTLE VLV 56ARIFY THE DRAIN FIELD]SASE WELL BEFORE INSTALLING COMPONENTS. 115 VAC,1 Phase,60 Hz. i - 8 r, a eeONlat IN BOX(TYP) u-� Main disconnect j-0 0 v 3 Wire GLEANOUT WHEN FIRST REVIEWING A 511E AND DEVELOPING A DESIGN POSITION THE 6EOMAT LATERALS PARALLEL TO GROUND z o c cn a fl p provided by others. ^ m ? B Nut D15trII0UE lOn Plpe AND DISTAL 1�2"�GT5 POLY PRE55URIZED XPORT 'i SURFACE CONTOURS WHENEVER POSSIBLE.THIS WILL HELP MAKE IT EASIER TO KEEP DRAIN FIELD BASE Pump w r,°-, E Use one wire nut to connect the pump EQUALIZATION Transport Pipe HEAD PORT PIPE TO LEACHING FIELD ELEVATIONS UNIFORM.DE5IGNIN6 PERPENDICULAR TO A 5URFAGE CONTOUR WILL MEAN THAT THE DOWN GRADIENT 115 VAC 11 Hp. - r and controls circuit breakers together LIFT END OF THE DRAIN FIELD TRENGH WILL BE SHALLOW-FLAGED,WHEREAS THE UP GRADIENT END WILL BE MUGH Orenoo Model 1 Phase 1 BD Hz, a'_+ g /THROTTLE IN VALVE BOX 1 (NO PERFORATION -TYP U.O.N) DEEPER with the incoming L7 power line.Use OriFice Shield / � STATION Connect phone line to ATRTU-100 another wire nut to connect the pump VALVE IN WITHIN REASON,SMALL FREQUENT D05E5 OF EFFLUENT TO THE 6EOMAT ARE PREFERRED OVER FEWER LARGER RJA 1 jack on phone line NOTE:Motors must have Factory default. and controls neutral blocks together BOX Fabric DOSES;HOWEVER,REST/RE-AERATION INTERVALS MUST ALSO BE PROVIDED FOR,4-8 DOSES A DAY 15 MOST surge arrestorlDSL filter. internal overload protection Wire as shown. with the incoming neutral line. COMMON.PUHP CHAMBERS 5HGULD BE DE516NED WITH FLOAT 5WITCEE5 GONTROLLIH6 H16H WATER ALARM,PUMP OWOFF,AND LOW WATERMERWANT Off.AN EVENT COUNTER 15 RECOMMENDED. EDW-WDS-14B o 0 o GEOMAT EXCAVATION REQUIREMENT5 (i m Rev.9.O 011/2111 B O THE 501L BETWEEN THE D15PER5AL TRENCHES 5HALL REMAIN UNP15-MRBED WHEN P05516LE.IF THE PRESENCE OF -. m f PROPOSED GEOMAT ETU BOULDERS OR OTHER OB5TACLE5 MAKE TRENCH GON5TRUGTION IMPRACTICAL,THE ENTIRE LEACH FIELD AREA a O Materials of Construction \ ONE LINE D I AC RAM MAY BE EXCAVATED AS NEGE55ARY,BAGKFILLED WITH A SUITABLE SAND FILL SIGH AS ASTM G-33 SAND TO THE Orenica Technical H516H ELEVATION OF THE BOTTOM Of TRENCH AND THE GEOMAT CONSTRUCTED AND BACKFILLED IN 653 5AND. - 1 Data Sheet Component Material PRE55URIZED SYSTEM TRANSPORT LINES N aL Enclosure W-resistant 5 lass,Type 4X P 66J \ / b" MIN 56ALE: NONE GENERALLY THE EFFLUENT TRANSPORT PIPE FROM THE TREATMENT UNIT TO THE 6EOMAT 15 V2"TO 3'SCHEDULE 40 PVG PIPE.THE ACTUAL PIPE 51ZE WILL DEPEND UPON 5UGH FAGTOR5 A5 D15TANCE,PUMP HEAD,5GGUR VELOCITY, /1 Hinge Stainless steel G.O. FRICTIONAL L055E5 AND DE5IRED PRESSURE AT THE 015TAL ORIFICES.THE TRANSPORT PIPE SHOULD BE 51-OFED I:+ V_ - S-Series Simplex Control Panels C O M A T DETAIL EITHER BACK TO THE PUMP BA51N PE TOWARD THE T LINE I TO DRAIN THE LINE AFTER EACH DOSE IN SOME t l..L Latch Stainless steel 6EOMATRIX SY5T1=M5, LLG CASES IT MAY BE B£TT£R TO SLOPE THE TRANSPORT LINE IN BOTH DIRECTIONS.TH15 SHOULD]3E DONE TO ^/ O 114 MILL ROGK ROAD EAST BUILDING PREVENT FREEZING IN GOLD WEATHER.AN ANTI-SIPHON DEVIGE SHOULD BE USED WHERE ANY CHANGE OF P4 -t �_ „ PRESSURIZED SYSTEM OLD SAYBROOK,GT Ob4_T5 51PHONIN67 OF THE PUMP TANK MAY OGGUR.DESIGN MANUAL FOR 6EOMAT PRESSURIZED 5HALLOW DRAINFIELD r T 1 m X GATION5-5UFFOLK GOUNTY,NEW YORK-PAGE 8 OF 15 I,_ 1 �Q Applications General 66 APPLI 0-510-0130-PHONE 1 Specifications 860-510-0135 -FAX DISTRIBUTION MANIFOLDS AND LATERALS M--1 W LL OrencoO S-Series Simplex Control Panels Control single pumps In QrencoO S-Series Simplex Control Panels are electromechanical Long itud ins I Gro55 Section (I of 2) bbb-501LAIR-TOLL FREE 6EOMAT DISTRIBUTION MANIFOLDS ARE TYPICALLY V22"TO 3'5GHEDULE 40 PVG.DISTRIBUTION LATERALS ARE F___� X Z effluent sewer(STEP)systems,Onslte septic Systems,and for pump panels for controlling single pumps.Standard features include an Feature Specifications INFO@GEOMATRIX5Y5TEM5.G0M TYPICALLY I"TO 2'5GHEDULE 40 PVG.51ZE WILL VARY DEPENDING ON DESIGN AND 51TE GONDITION5. � � O SGAI_E: NONE kM.6EOMATRIX5Y5TEM5.COM DISTRIBUTION LATERAL5 5HOULD HAVE FLOW EQUALIZATION VALVES INSTALLED TO PROVIDE EQUAL FLOW OF control into conventional gravity sewer systems. AutomaclflfflManual (Auto/Off/Man)toggle switch,controls circuit Height,in.{mm} 11.5(292) EFFLUENT TO ALL ROWS WHEN 6EOMAT LATERALS ARE AT VARYING ELEVATIONS.FLOW EQUALIZATION VALVES M breaker, pump circuit breaker,automatic motor control Operation,and ARE OFTEN INSTALLED IN THE PUMP GHAMBER FOR EASY OPERATION,PROTECTION FROM DAMAGE AND ^ CJ _ Width,in.[mm) 9.3(236) PREVENTION OF FREEZING A D15GONNEGT/THROTTLE VALVE SHOULD BE INSTALLED DOWN5TREAM OF THE FUMP TO 0 an audiblelvisible high water level alarm with auto reset.Specifications THROTTLE AND 5HUT OFF FLOW TO THE 6EOMAT PIPING. W Depth,in.[mmJ 5.4[137} �-( Q- / for Standard and optional features are listed on page 2. NOTE: SMALL LATERAL AND ORIFICE SIZES ARE RECOMMENDED TO PROVIDE THE HIGHEST POSSIBLE SCOURING - L _ S1 panel ratings' 120 VAC,1 hp(9.75 kW),16 A,1-phase,60 H2 VELOCITY IN THE LATERALS,TO MINIMIZE ORIFICE CLOGGING,AND TO PROVIDE A5 EVEN DISTRIBUTION OF O O All S-Series control panels have a 120 VAC controls circuit WASTEWATER A5 P05515LE.HOWEVER TH15 REOUIRE5 THAT THE TREATMENT 5Y5TEM OPERATE AT THE 5PEGIFIED -- - r� breaker,51 panels have a 120 VAC pump circuit breaker, S2 panel ratings' 240 VAC,3 hp R. kW)16 A,1-phase,60 Hz PERFORMANCE 5TANDARD OR ORIFICE CLO661N6 CAN RESULT.WHEN 501L AIR 5Y5TEM5 ARE UTILIZED,THE I_, t) N ORIFICE HOLES SHOULD TYPICALLY BE 1/8"'To 3/Ib". w pump "Pump rrmtors used wi8t these panels require internal oterinad protection. INgNet 00-� Z-448 0 811 m . � while S2 panels have a 240 VAC um circuit breaker. of NEW YORK CITY DESIGNS 5HOULO ACCOUNT FOR A MINIMUM OF 2 FEET OF 015TAL HEAD AND A MAXIMUM OF b FEET AT THE 015TAL ^/ & LONG ISLAND www.di netn cli.com or www.call811.com END OF EACH 6EOMAT DISTRIBUTION LATERAL P4 11 All S-Series panels can be used with both mechanical and g y DE516N 50FTH4RE FOR mercury PUMP,LATERAL LINE,TRANSPORT PIPE,MANIFOLD,ORIFICE 51ZE AND ADDITIONAL HEAD [� y float switches. (for other states) LOSSES IS AVAILABLE BY EMAILING REQUEST TO INFO®GEOMATRIXSYSTEMS.GOM. i E1A5£D ON THE SYSTEM DESIGN A SERIES OF ORIFICE HOLES ARE DRILLED DOWNWARD(51X O'CLOCK POSITION)AND -,% - = Listed per UL-508 and cUL-508; CE-listed versions of S-Series By law,excavators and contractors working in the five For safety reasons,homeowners are strongly 5PAGED ACCORDING TO THE DOSING REQUIREMENTS OF THE 5Y5TEM.DURING GON5IRUGTIOWFABRIGATION OF THE r T 1 W boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type DISTRIBUTION LATERAL A NEW�HARP DRILL BIT SHOULD BE USED TO A55URE AS SMOOTH AN ORIFICE A5 '-4 � 8 panels are available. Counties on Lon Island must contact Di Net, of digging on theirproperty.Homeowners can H� r -- - - • 9 9 99 g POSSIBLE ALL DRILL SHAVINffi AND E3URR5 MUST BE REMOVED FROM THE PIPING WITH A SLUG AND/OR BRUSH�" 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling 6EOMATRIX GEO6UARDt ORIFICE 5HEL05 MUST BE INSTALLED OVER THE ORIFICE HOLES AND GLUED IN PLACE 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For WITH PVG PRIMER AND GLUE. Orenco S-Series Simplex Control Panel(SIETMCT shown) Standard Models prior to beginning any mechanized digging or excavation excavation work completed on personal property, 5GHEDULE 40 PVG OR 5WEE-P ELBOWS OR TWO 45 DEGREE ELBOW5(AL50 GALLED TURN UP5)SHALL BE ATTACHED ENO INEER: work to ensure underground lines are marked.Excavators it is the contractor's responsibility--NOT the TO THE DISTAL END OF EACH 6EOMAT 015TRI13UTION LATERAL TO FACILITATE SETTING AND MEASURING 015TAL S1,S2 3'x3'xl2"h REINFOR. and contractors can also submit locate requests online, homeowner's--to contact DigNet.Having utility HEAD,MAINTENANCE AND IN51FEGTION.A STANDARD NINETY ELBOW SHOULD NOT BE U5ED BEGAUSE IT WILL P.G.DEADMAN W/ through ITIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. INTERFERE WITH MAINTENANCE AGTIVITIE5.THE OPEN END(UPWARD END)OF THE TURN UP NEEDS To BE GL05ED LIFTIN6 RIN65 PRE55URIZED SHALLOW DRAINFIELD REQUIREMENT5 PER 1-800-524-7603 for more information. OFF WITH EITHER A BALL VALVE OR THREADED PLUG OR GAP.THESE TURN UP5 AL50 5ERVE AS D15TAL HEAD PUMP DISCHARGE CONTROL PANEL SUFFOLK COUNTY DEPARTMENT OF HEALTH SE3ZVIGES DIVISION OF ENVIRONMENTAL QUALITY PORTS FOR MEASURING AND SETTING DISTAL HEAD ON THE 6EOMAT LATERALS 5T4ARD5 FOR APPROVAL OF PLANS 4 GON5TRUGTION FOR 5EWA6E DISPOSAL 5Y5TEM5 FOR 51N6L.E-FAMILY RE5IDENGE5 TRENCH SPACING AND MAXIMUM LENGTH FLOW COVER FLOW DATED: DEGEP1BER 2q,2011 THE MINIMUM TRENCH 5PACING 54ALL BE TWO FEET EDGE-TO-EDGE UNLESS APPROVED BY 6EOMATRIX AND SUFFOLK SCALE: NONE � OF M � COUNTY DEPARTMENT Of HEALTH. FROM ETU PUMP TO BASIN LEAGHIN6 FIELD F. PRE55URIZED 5HALLOW DRAINFIELD5 (P50�a) MAXIMUM LATERAL LENGTH,WITHOUT A 51)PPLY T.5HOULD NOT EXCEED FIFTY FEET.ACTUAL LENGTHS WILL VARY BETWEEN DESIGNS AND ARE ACGEPTABLE A5 LONG A5 THE MINIMUM TWO FEET Of DISTAL HEAD I5 PRESENT. \�REINFORGED CONCRETE I. PRESSURIZED SHALLOW DRAINFIELDS(PSD'S)ARE LEACHING SYSTI MS USED ONLY IN GONJUNGTION WITIf AN I/A OWTS.PSDS ARE 8- INFIELDS AT DIFFERENT ELEVATIONS 4 ZONED DRAINFIELDS: DE516H MANUAL FOR 6EOMAT PRESSURIZED 5HALLOW DRAIN FIELD APPLIGATION5-5UFFOLK COUNTY,NEW YORK SEWAGE EJECTOR REQUIREMENTS PER I .e ANTI-FLOATATION GOUNTER WEIGHT A. 51TE CONDITIONS MAY NOT EAGILITATE INSTALLIN6 DRAINFIELD TZENGHE5 OR ZONES AT THE SAME ELEVATION.IN THESE SITUATIONS,VALVES -PAGE q OF 15 5UFFOLK COUNTY DEPARTMENT OF HEALTH 5ERVIGE5 DIVISION OF ENVIRONMENTAL QUALITY INTERMITTENTLY PRE55URE D05ED,U51N6 A PROGRAMMABLE CONTROL,TO TRENCHES."IRENGHE5 BOTTOMS ARE TYPICALLY NO MORE THAN 15" CAN BE USED TO PROVIDE UNIFORM WASTEWATER DISTRIBUTION ALTERNATELY,ORIFIGE PLATES MAY BE U5ED TO HELP EG�JALIZE FLOW TO STANDARDS FOR APPROVAL OF PLAN5 AND 6ON5TRUGTION FOR 5EWA6E DISP05AL 'PLAN VIEW' BELOW FIN15HED 6RADE,BUT SHALL BE NO MORE THAN 30"BELOW FINI5HED 6RADE t HAVE A MIN.OF 6"OF COVER ABOVE THE LEAGHIN6 TREN6HE5 THAT ARE NOT AT THE 5AME ELEVATION. DRAIN FIELD 60\43Z 5Y5TEM5 FOR 51N6LE-FAMILY RE5IDENGE5 STRUCTURE.IT IS RECOMMENDED THAT A 1:51P5 BASAL AREA BE IN THE NATIVE ORIGINAL SOIL WHERE APPLICABLE B AGGE55 PORTS MUST BE INSTALLED AT THE LOCATIONS OF ALL VALVES,LATERAL ENDS 4 ORIFICE PLATES. DRAIN FIELD COVER 514ALL BE A MINIMUM OF 6"UNIFORM COVER DEPTH OVER THE DRAIN FIELD RE5ULT5 IN DATED- DECEM13ER 21,2011 2. WA5TEHATE3R SHALL BE DISPERSED THROUGH A PVG OR HOPE DISTRIBUTION PIPE NETWORK. 6. CAREFUL ATTENTION SHOULD BE 61VEN TO DRAIN-BACK WHEN PLAGIN6 TRENGHE5 OR ZONE5 AT DIFFERENT ELEVATIONS 51146E UNEVEN CONSISTENT OXYGEN TRANSFER TO THE ENTIRE SYSTEM. THE FINAL GRADE OVER AND AROUND THE DRAIN FIELD 3. PLANS FOR USE OF THE5E LEACHING 5TRU6TURE5/5Y5TEM5 MUST BE PREPARED BY A NY5 LICENSED DE516N PROFE5510NAL. DRAIN-13AGK MAY OVERLOAD ZONES OR TRENCHES SHOULD DIRECT 5TORM WATER SHEET FLOW AWAY FROM DRAIN FIELD.WHEN BAGKFILLIN6 THE SYSTEM, JEFFREY T. E3UTLER, P.E. 5-I19 5EWA6E EJEGTOR SY5TEM5 ORENGO 34" GA5KETED 4. P5D GOMPONE NT5(FIGURES 14 4 20): 4. IPUMIF,0I56HAR6E A5513-93 TRANSPORT LY 4 T LINE 5PEGIFIGATION5 PENSTRUGTION STAE'LES GAN BE UTILIZED TO HOLD DOWN PIPING COMPONENTS AND MAT,BUT THEY SHOULD NOT TRATE THE A. ALL 5Y5TEM5 5H0ULD BE DE516NED TO FLOW BY GRAVITY.ONLY WHEN AE35OLUTELY FIBERGLASSORENGO INTERNAL SPLICE LID W/5.5.BOLT5, a. P505 TYPICALLY HAVE A DOME-LIKE COVERING MADE OF 12-INCH DIAMETER PVG PLASTIC,IRRIGATION FIFE(PIP),OR HIGH-DENSITY A. P5D'5 REQUIRE DUAL PUMPS UNLE-55 THE 5Y5TEM 15 PE51ONEP TO FLOW BY GRAVITY IN THE EVENT OF A FUMP FAILURE OR IF THE PSD THE SYSTEM BEFORE OPERATION OF LOW GROUND TOP FABRIC DARE SHOULD B I ND PRE55URE EGdJIPMENT. EXCAVATION EQUIPMENT SHOULD NOT EXERCISED To KEEP A MINIMUM of b"of COVER MATERIAL OVER Q NECESSARY SHOULD PUMPS BE USED IN SUCH GASES, THE SEWAGE EJECTOR SYSTEM MODEL FL246 BOX,MODEL 554 POLYETHYLENE(HDPE)PIPE GUT LENGTHWISE OR AD5 N-12 IB 5T OR AN APPROVED EGJJIVALENT(SEE F161URE5 IS 4 Iq).OPEN BOTTOM 5Y5TEM 15 MAINTAINED AS PART OF THE I/A OWT5 04M CONTRACT. EXCEED 10 P51. TURNING EXCAVATION EQUIPMENT -A ON TOP OF THE GEOMAT SHOULD BE AVOIDERTAKE CARE TO / O SHALL BE DES16NED BY A LI6EN5ED PKOHE5510NAL ENGINEER AND PLANS MUST BE 6RAVELLE55 6HAMBER5 APPROVED BY THE DEPARTMENT OR LISTED IN THE HY500H RESIDENTIAL ON51TE WASTEWATER TREATMENT 5YSTEM5 11. HIGH LEVEL ALARM SHALL BE PROVIDED. NOT OPERATE EXCAVATION EQUIPMENT IN THE 5AME LOCATION AS TH15 CAN COMPACT TH15 REGION RELATIVE TO 4- REVIEWED AND APPROVED BY THE DEPARTMENT PRIOR TO GONSTRUGTION. ORENGO V 4' DI5GHAR6E ASSEMBLY, DE51614 HSBOOKp APPENDIX 6 MAY BE 6,0115II)EIZED AN APPROVED EQUIVALENT PROVIDED THEY ARE NO WIDER THAN 3q". A. WITH A DUAL PUMP 5Y5TEM,THE HIGH LEVEL 5HALL ANNUNCIATE THE ALARM 4 5TART THE SECOND PUMP. OTHER AREAS. O t CD B. MINIMUM REQUIREMENTS SHALL INGLUDEr MODEL HV1255 INTERNAL 5PLIGE BOX, b. 5UPPORT BAR5 5HALL BE U5ED ALON6 THE TRENCH TO PROVIDE A LARGER BEARING 5URFAGE THAT KEEPS THE THIN ED6E OF THE DOME(PIP B. WITH A 51146LE PUMP SY5TEM,THE HIGH LEVEL SHALL ANNUNCIATE THE ALARM. THE AREA DIRECTLY ABOVE AND ADJACENT TO ANY 5EPTIC DRAIN FIELD SHOULD BE PROTECTED FROM HEAVY rT -- � MODEL 5B4 III. DUAL PUMP 5Y5TEM5 SHALL HAVE AN ELECTRONIC CONTROL TO ALTERNATE PUMP 5ELECIED AS LEAD PUMP. VEHICLE TRAFFIC AND EXCESS WEIGHT LOADS BEFORE,DURING AND P05T CONSTRUCTION. TH15 15 ESPECIALLY h 4 I. DUAL PUMP 5Y5TEM WITH EASY A6GE55 AND REMOVAL;WITH A LOCKING GOVER TO ONLY)FROM DIGGING DEEP INTO THE INFILTRATIVE 501L 5URFAGE. � O O IV. PUMP SYSTEMS SHALL$E DESIGNED FOR FREEZE PROTEGTI014. IMPORTANT WHEN USING GEOMAT. GEOMAT SYSTEMS ARE LOCATED GLOSS TO THE GROUND SURFACE AND GRADE (REFER TO 5EGTION 5-111 OF TH15 5TANDARD). c. P5D DISTRIBUTION MANIFOLD5 5HOULD BE 1.25 TO 2" IN DIAMETER,4 DISTRIBUTION LATERAL5 5HOULD BE I TO 1.25" IN DIAMETER. T EREFORE 5u5GEP79LE TO DAMAGE AFTER G0N5TR1GTION. V) Z � FLOW FROM ETU FLOW TO LEAGHIIJ6 FIELD l < •- 2. HIGH LEVEL ALARM WITH INTERLOGK TO ANNUNCIATE UPON STARTUP OF SECOND PUMP. :> d. ORIFICE HOLES 5HALL BE BETWEEN I/8 INCH 4 3/16 INCH IN DIAMETER.ORIFICE HOLES 5HALL BE MADE IN THE TOP OF THE DISTRIBUTION A PUMPS SHOULD BE SIZED TO PROVIDE A MIN OF TWO(2) OF HEAD(I E.PRESSURE)AT THE DISTAL END OF EAGH DISTRIBUTION LATERAL IN ON ALL I�^I C.aNSTRUGTION.IT 15 RECOMMENDED THAT THE PROPOSED DRAIN FIELD LOCATION BE 5TAKED AND M-4 I// 3. ELECTRONIC,CONTROL TO ALTERNATE PUMP 5ELECTED A5 LEAD PUMP. IY4"-P TRANSPORT LINE TO DRAINFIELD, LATERALS.EVERY FIFTH ORIFICE ALONG THE LATERAL 5HALL BE DRILLED FROM THE BOTTOM OF THE PIPE 4 OUTFITTED WITH AN ORIFICE THE P5D. FLA66ED/FENGED To PREVENT ENCROAGHMENT DURIN6 HOME CONSTRUCTION. If VEHICLE ENCROACHMENT 15 � � 4. FREEZE PROTECTION. FIELD INSTALL 6ROMMET,MODEL 6125L SHIELD TO ALLOW DRAINA6E AFTER A D05E t TO PREVENT LATERAL FREEZIN6 IN GOLD WEATHER. B. GON5IDER AL50 HAVING LE55 THAN T'Of RESIDUAL HEAD TO AVOID LOUD H1551N6 WHEN THE EXPECTED TO BE A PROBLEM AFTER GON5TRUGTION,50ME STRUCTURE,SUCH A5 GARDEN TIMBERS,RAILROAD FIELD INSTALL � Q O - z Q - - SYSTEM IS PRf55URIZfD.M05T SERVICE PROVIDERS DO NOT HAVE INSTRUMENTS THAT MEASURE MORE THAN 8'OF RESIDUAL HEAD IN THE FIELD. TIES FENCES OR WALLS 5HOULD BE USED TO PROTECT THE DRAINFIFJ_D AREA. THE DRAIN FIELD AREA 5HOULD 5. REFER TO SECTION 5 114 F FOR ELEGTRIGAL IREQ MNTS FOR CONTROL PANELS,PUMPS, 4" 6ROMMET INLET e. TYPICAL ORIFICE SPACING 15 EVERY 18 TO 24"TO BEST DISTRIBUTE WASTEWATER TO THE PSD SURFACE. ETC. ORENGO FLOAT ASSEMBLY,MODEL MF3P21FS f. ONE(1) INGH DIAMETER BY FOURTEEN(14) INGH LONG 5GHEDULE 40 PVG SUPPORT PIPES SHOULD BE USED TO SUPPORT THE DOME 4 PRESSURE C. P5D 4/OR PUMP MANUFACTURERS MAY PROVIDE PUMP CALGULATION5 FOR INDIVIDUAL DE51CN5 t REQUIREMENT5. BE FREE of DEBRIS AND PLANTED WITH 6RA55.IMPERMEABLE MATERIAL5 AND STRLUTURE5 5HMLD NOT BE LL - � M W b. THE PUMP STATION 5HOULD BE IN5TALLED FOLLOWING THE SEPTIC TANK OR I/A OWTS PIPE,MODEL 64L YB: ON/HIGH WATER ALARM D. PUMPS DOSING P5D5 FOLLOWING ANON-TIMED-]XnED SYSTEM 5HALL BE WIRED ON THE SAME ELEGTRIGAL CIRCUIT A5 THE I/A OWTS UNIT. INSTALLED OR 5TORED OVER THE DRAIN FIELD.TREES AND 5WU55 5HOULO BE KEPT A MINIMUM DISTANCE OF TEN CO PIPE.THE SUPPORT PIPE5 WILL AGT A5 A 5PREADER DEVIGE TO PROVIDE A 6REATER BEARING SURFAGE FOR THE DOME.THESE SUPPORT (10)FEET FROM THE DRAIN FIELD UNLESS A ROOT BARRIER IS UTILIZED. ROOTS FROM NEARBY MOISTURE LOVING [� LL I O UNIT. IN GA5E5 WHERE THE PUMP 5TATION 15 IN5TALLE�D BEFORE THE SEPTIC TANK OR I/A R. OFF PIPE5 SHOULD BE 5PAGED APPROXIMATELY FOUR(4)'APART OR WHENEVER A DRAINFIELD COVER JOINT 06GUR5. e.THE 015GHAR6E A55EMBLY IN THE 0051146 TANK 5HALL BE PROVIDED WITH A GHEGK VALVE;A MEGHANI6AL D15GONNEGT FROM THE PUMP TO � r- Z THE 015GHAR6E A55EMBLY,REACHABLE WITHIN 12"OF THE FINISH 6RADE;4 A VALVE TO HYDRAULICALLY 5EPARATE THE CHAMBER FROM TREES SUCH AS WILLOW,BLACK LOGUST AND RED MAPLE MAY CAUSE PROBLEMS WITH ROOTS CL0661M6 DRAIN OWTS UNIT THE PUMPS 5HALL BE GRINDER TYPE 5FJ^lA6E PUMPS AND ALL ELEGTRIGAL ORENGO PUMP BASIN W: LOW WATER/REDUNDANT OFF g. 5GH 40 PVG OR EGdIIVALENT SWEEP ELBOWS SHALL BE ATTACHED TO THE DISTAL END OF EACH PSD LATERAL TO FAGILITAIE MAINTENANCE $ FIELD LATERAL ORIFICES. GREATER SETBACK DISTANCES ARE RECOMMENDED FOR THESE TREE SPECIES WITHOUT � � � (�/ GOMPONENT5 SHALL BE EXPLOSION PROOF AND CONFORM TO THE REQUIREMENT5 FOR W/FLOW INDUCER, IN5PEGTION.A 5T4A D q0'ELBOW SHALL NOT$E U5ED.THE 5WEEP EL50H END 5HOULD$E 6LO5ED OFF WITH EITHER A BALL VALVE OR A THE P5D. USE 0f A ROOT BARRIER. GLA55 I,DIVI510N I,AND GROUP D OF THE NATIONAL ELEGTRIG GODS. MODEL PB24bOFl ORENGO HIGH HEAD PUMP MALE THREADED ADAPTER 4 THREADED GAP THE THREADED END SHALL ACCOMMODATE ATTACHMENT OF A RESIDUAL HEAD MEASURING f. If THE TRANSPORT PIPE NEEDS TO BE DRAINED AFTER EACH PUMP EVENT,A WEEP HOLE(I/4A)5HALL BE PLACED IN A LOCATION WITHIN THE MAINTENANCE REQUIREMENT5 r 1. PUMP STATION AND OTHER RELATED APPURTENANCE5 LOCATED ABOVE THE HIGHEST MODEL PF3005 (BY DE516NER) DEVICE. DISCHARGE ASSEMBLY THAT ALLOWS FOR DRAIN-BACK.SPRAY FROM THE WEEP HOLE SHALL BE DIREGTID AWAY FROM SENSORS t 5AND FILTER AND I/A oWT5 EFFLUENT 15 LOW IN BOD AND T55;HOWEVER,OVERTIME,510 5OLID5 OR SLIME CAN RECORDED GROUNDWATER TABLE. 5. ALTERNATE P5D GONFI6URATIONS 4 MATERIAL SUBSTITUTION5 CONTROLS(FLOATS,TRANSOUGER5,ETC.). ACCUMULATE IN 6EOMAT LATERAL PIPES AND ORIFIGE5 AND GREATE UNEVEN WASTEWATER DISTRIBUTION ALONG W v Z O D < 8. WHEN A 5EWA6E EJECTOR 5Y5TEM 15 APPROVED TO BE INSTALLED IN A DRIVEWAY OR ° �5TEEL LIFIN6 RIN65 0) a. THE DEPARTMENT MAY APPROVE ALTERNATE GONFI6URATION5 t 5U$5TITUTION5(50GH A5 PRESSURIZED 6EOTEXTILE TRENCHES d DRIP g. IF THE TRANSPORT PIPE 5LOPE5 TOWARD5 A P5D HAVIN6 DISTRIBUTION PIPING AT A LOWER ELEVATION THAN THE MAX.WATER LEVEL IN THE THE LATERAL TO UNCLOG THE ORIFICES LOCATE THE DISTAL PORT VALVE BOXES AND OPEN THE TURN UP5 ON ��hh-••�� Z PARKING AREA,THE UNIT 5HALL BE DESIGNED AND/OR IN5TALLED TO WITHSTAND H5-20 , .: IRRIGATION)TO THE P5D DE516N5 OUTLINED IN THESE 5UARD5 PROVIDED THE FOLLOWING: DOSING TANK,AN ANTI-SIPHON DEVICE SHOULD BE USED ON THE PUMP DISCHARGE ASSEMBLY OR AT THE HIGHEST POINT IN THE PIPING THE END OF EACH LATERAL LINE. MANUALLY ENGAGE THE PUMP TO PURGE ANY L005E 50LID5. ONCE ALL `■J iw � O OR H-20 LOADING AS DESIGNATED BY AASHTO. \�REINFORGED CONCRETE ANTI-FLOATATION FLANGE: i. THE ALTERNATE DESIGN MUST$E SUGGE55FULLY PILOTED AT NO LE55 THAN 11�10(2)SITES IN SUFFOLK GOU14TY FOR A PERIOD C AT LEAST 5Y5TEM FROM THE TANK TO THE DISTRIBUTION PIPING,TO PREVENT 51PHONIN6. NOTICEABLE SOLIDS ARE PE516M MANUAL FOR 6EOMAT PRESSURIZED SHALLOW DRAIN FIELD APPLICATIONS- �"1 Q W O q. ALL 5EWER PIPE PENETRATIONS IN THE 5EWA6E EJECTOR 5Y5TEM BA51N 5HALL BE h. GHfGK VALVES,ANTI-51FHON DEVIGE5 4 TRAP5 IN THE TRANSPORT LINES MAY PREVENT PROPER DRAINING.IF SUGH A DEVICE 15 REQUIRED, 5uffoLK Gounrr,NEW PORK-PAGE to of I5 f--I - lh I - E:LE:VATION VIEW' OA SQUARE = 36 x 36 x 12 DEPTH TWELVE (12)MONTHS. li� J) W_ -, N WATERTIGHT. REGE95ED FOR BASIN: 24" DIA x b" EMBEDMENT ii. THE LOADIN6 RATE5 FOR ALTERNATE GONFI6URATION5 MAY NOT EXCEED TH06E 5UGGE%FULLY PILOTED IN SUFFOLK COUNTY FOR A PERIOD OF CARE MU5T BE TAKEN 50 THAT THE LINES WILL DRAIN POSITIVELY'.SHALLOW TRAN5PORT LINES(ABOVE FR05T DEPTH)SHALL DRAIN AFTER PURGED,SHUT OFF THE PUMP. A BOTTLE BRUSH(OF THE SAME 51ZE OF THE LATERAL PIPE)ATTACHED TO A SMALL r� LU � U N G. r.�-6b4GE E.EGTOR SYSTEM BASIN GONSTRUGTION REQUIREMENTS DRY WEIGHT: 3'SQUARE DEADMAN, 1,124 LBS AT LEAST TWELVE(12)MONTH5. EACH P05E OR BE INSULATED. IF 51TE 60HDITION5 DO NOT ALLOW A TRANSPORT LINE TO DRAIN,THEN A 2-FOOT MIN.BURIAL 15 REQUIRED t PLUMBERS SNAKE 15 THEN PUSHED DOWN EACH LATERAL LINE WITH THE BOTTLE BRUSH REMOVED,MANUALLY Q" � tU) y V I. PRE-CAST GONGRETE SEWAGE EJECTOR SYSTEM BASIN ORENCO TOTAL BASIN BUOYANCY: 1,12q LB5 b'SUBMERSION. ill. THE ALTERNATE DESIGN MUST HAVE BEEN SUGGE55FULLY DEMONSTRATED IN AT LEAST TWO(2)OTHER JURISDICTIONS WITH SIMILAR CLIMATE TO A 2A MIN.THICK BY 24A WIDE DF4ED RIGID POLYSTYRENE PLA5TIG INSULATION MUST BE PLACED ABOVE THE PIPE. ENGAGE THE RW AGAIN TO FLU514 OUT ANY L005E 50LID5 IN THE LATERAL LINE. TO INGREASf THE FLUSHING � O a. REINFORGED PRE-6A5T GONGRETE BA51N5 5HALL HAVE A MINIMUM GOMPRE551VE TOTAL BA51N C3'SQUARE DEADMAN): THEALTERNATE COUNTY OR PILOTED IN SUFFOLK Y,6E5'S INNOVATIVE 4 ALTERNATIVE SAPTIT O(2)O HEROLRI5010N PROGRAM 1. INSULATION 15 NOT REQUIRED IF PIPING 15 INSTALLED BELOW THE FROST DEPTH. ACTION AND VELOCITY,BEFORE AND AFTER BOTTLE BRU5HIN6,OPEN ONLY ONE EQUALIZATION VALVE AT A TIME. � � O N 5TRENGTH OF 3,000 POUND5 PER SQUARE INGH(P51)AT 2L3 DAYS 5ET. SIMPLEX DISCHARGE 3 2q6 LB5 GY(3' 0 b' BURY DEPTH iv. SUFFOLK INSTALLATION MANUAL SPEGIFI6 TO THE ALTERNATE DESIGN OR GOERNATIIVE 5 5HALL BE DEVELOPED BY THE PRODUCT MANUFAG UREA, j. PIPING FROM THE PUMP FLANGE TO THE D15TAL END OF THE DRAINFIELD LATERAL 5HALL BE PPE55ORE RATED 56HEPULF(504)40 ALTERNATIVELY,A SMALL-ETTER MAYBE USED To REMOVE ANY AGO MULATED SOLIDS. l() 0 O b. THE BASE SECTIONS OF THE SEhIA6E EJECTOR SYSTEM BA51N(BOTTOM SLAB AND I FOOT PUMP BASIN DETAIL ANTI-FLOATATION TO BE CALGULATED BY DESIGN STAMPED BY A NEW YORK STATE PROFESSIONAL ENGINEER 4 APPROVED BY THE DEPARTMENT PRIOR TO ANY INSTALLATIONS POLYVINYL CHLORIDE(PVG)OR EQUIVALENT. IT IS RECOMMENDED THAT TYPICALLY THE LATERAL LINES OF THE DRAIN FIELD BE SERVICED ANNUALLY.IF BEING (Y O - OF SIDEWALL) SHALL BE MONOLITHICALLY GA5T. k. THE EFFLUENT TRANSPORT LINE FROM THE PUMP TO THE P5D I5 TYPICALLY A 1.25 TO 2 INGH 5GH 40 PVG PIPE(OR EQUIVALENT). USED IN CONJUNCTIONCLGIN 115 1 PAL ERE FILTER IT MAY BE POSSIBLE To EXTEND TH15 R PUMENGY. AN INDICATION � LL O SCALE. NONE PROFE5510NAL BASED ON FIELD CONDITIONS b. THE DEPARTMENT RESERVES THE RIGHT TO REVOKE AN APPROVAL AT ANY TIME If AN ALTERNATE PSD GONFI6URATION PROVES TO BE Of ORIFICE CLOGGING IS DISTAL HEAD PRESSURE INCREASING BY MORE THAN 20%OR PUMP RUN TIMES INCREASE LL � c. FLEXIBLE RUBBER 5LEEVE5 FOR THE INLET AND OUTLET WALL PENETRATIONS SHALL BE I. IN ORDER TO PREVENT 5A661N6 OF THE TRANSPORT LINE DURIN6 INSTALLATION,THE TRAN5PORT LINE 5HOULD BE PLACED IN AN N m CAST IN PLACE AND 5HALL CONFORM TO ASTM G-q23(LATEST REVISION). PROBLEMATIC OR 5U5GEfiTIBLf TO FAILURE. BY GREATER THAN 20%RELATIVE TO NUMBER OF D05E5. O � d. WHENEVER PRAGTIGAL,THE BASIN SHALL NOT BE LOCATED WITHIN GROUNDWATER FOR c. THE DEPARTMENT 5HALL MAINTAIN A L15T OF APPROVED ALTERNATE P50 CONFIC4JRATION5 t 5055TITUTION5. UNDISTURBED TRENCH BOTTOM(DO NOT OVER DIG).TH15 WILL PREVENT 5A661NG AFTER BAGKFILLIN6 DUE TO SETTLING 4 PREVENT I. THE 5EPTIG TANK AND TREATMENT 5Y5TEM 5401JLD BE PUMPED,MAINTAINED AND OPERATED ACGOR7ING TO THE C 1 O � N O 6. PSD SIZING 4 LOADING RATES: FREEZING OF EFFLUENT THAT REMAINS IN SAGS IN THE LINE. IF THE TRENCH BOTTOM 15 OVER DUG,THEN A LAYER OF IA MINUS GRAVEL,OR REQUIREMENT5 OF THE MANUFACTURER AND APPLICABLE REGULATORY A6ENGY. U INSTALLATIONS THAT ARE PLACED WITHIN GROUNDWATER,THE BOTTOM AND SIDE a. 51ZIN6 OF THE P5P 15 TO BE BASED ON EITHER A PERCOLATION TEST OR 501L BORIN6 U51N6 THE M05T RE5TRIGTIVE HORIZON WITHIN THREE(3)' CRUSHED STONE,5HALL BE PLACED ON THE UNDISTURBED TRENCH BOTTOM TO$RING IT TO SPfGIFIfD GRADE. r � O O Z PORTIONS,UP TO 18 INGHES ABOVE HIGHEST RECORDED GROUNDWATER ELEVATION,OF ORENCO LIFT STATION ORENGO NOTES: BELOW THE PROPOSED BASE OF THE PSI).THE DEPARTMENT MAY PROVIDE 60DAN6E AS TO SIZING 4 GROUND WATER TABLE DETERMINATIONS rn• TRANSPORT LINE5 ABOVE THE FROST DEPTH SHOULD BE SLOPED EITHER BACK TO THE DOSING TANK OR TO THE PSI)TO GLEAR THE LINE O REGOMMENDATION5 TO THE HOME OWERt � L6 THE UNIT 5HALL BE MONOLITHICALLY CONSTRUGTED. IN GASES WHERE TH15 15 NOT BUOYANCY CALCULATION: ORENGO PUMP BA51N HEIGHT TO BE GUT TO FOR RETROFIT APPLI6ATION5. AFTER EACH P05F TO PREVENT FREEZIN6 IN GOLD WEATHER,GR BE INSULATED A5 DE5GRIBED ABOVE. I 5EPT16 DO'S AND DONT5 w,� 1-- M I- PRAGTIGABLE,THE STRUGTURE 5HALL BE WATER-PROOFED UP TO IS INCHE5 ABOVE THE DE51RE LENGTH IN FIELD b P5D5 SHALL BE DOSED UP TO A MAX.OF 0.25 GALLONS PER 5G�.UARE FOOT PER DOSE PUMP MANUFAGTURER5 WILL USUALLY HELP PROVIDE n. LIQUIDS 5HALL FLOW AT A MIN.VELOGITY Of 2'PER 5EGOND 4 A MAX.OF 8'PER 5EGOND.THESE APPLY FOR DI66HAR6E A55EVOLIE6, N DO: P4 Z H16HE5T RECORDED GROUNDWATER ELEVATION AND LEAK TESTED TO ENSURE T16HTNE55 BUOYANT FORGE 15 RESULT OF AIR VOLUME WITHIN PUMP SYSTEM DESIGNED FOR DEMAND DOSE FUMP GALGULATIONS TO ASSIST WITH TH15 DESIGN REQUIREMENT. TRANSPORT PIPES,MANIFOLDS 4 LATERALS.SMALL LATERAL t ORIFICE SIZES ARE RECOMMENDED TO PROVIDE THE HIGHEST POSSIBLE N CONSERVE WA11R TO REDIUGE THE AMOUNT OF WA5IEWATIR THAT MUST BE REA ED AND D15Po5ED � O Q PRIOR TO OPERATION. CONTAINERS FULLY IMMERSED IN WATER FLOAT HEI&HT5 TO BE ADJUSTED BY PE516N c. FOR PURPOSES OF THESE 5T4ARD5 ALL I/A OWT5 TO PRECEDE P5D'5 MUST FALL WITHIN ONE OF THE FOLLOWING GATE60RIE5. 5000RIN6 VELOGITY IN THE LATERAL5,THEREBY MINIMIZIN6 ORIFIGE 6L0661 N6,t PROVIDING A5 EVEN DISTRIBUTION OF WASTEWATER A5 DZ • REPAIR ANY LEAKING F"ET5 AND TOILETS O 0 e. IN CASES WHEN THE GONGRETE BASIN 15 INSTALLED IN 6ROUNDWATER,THE DE516N PUMP BA51N VOLUME: I.bb GALLONS/ INGH I. GATE60RY I TEGHN0L061E5: I/A 0WT5 THAT HAVE BEEN CLASSIFIED BY THE DEPARTMENT A5 MEETING EFFLUENT 5TtARD5 LESS THAN OR POSSIBLE. • ONLY 015GHAR6E BIODEGRADABLE WASTES INTO SYSTEM v PROFE5510NAL 5HALL SUBMIT BUOYANCY CALCULATION5 TO PROVE THE WEIGHT OF THE BUOYANT FORGE OF BASIN: ORENGO H1614 HEAD PUMP TO BE 51ZEP BY EQUAL TO 20 M6/L FOR BOTH BOP t T55 t 5 M6/L FOR FOG. 10.P517 INSTALLATION 5PEGIFIGATION5. • RE5TRICT GARBAGE D15P05AL USE 5TRUCTJRE (WITH OR WITHOUT ANCHORIN6 OR THE ADDITION OF BALLAST) WILL BE AT BASIN WE1614T(INT.VOL.BUOYANT FORGE) DE5161NER IL GATE60RY 2 TECHNOL061E5: I/A OWT5 THAT HAVE BEEN GLA551FIED BY THE DEPARTMENT AS MEETIN6 EFFLUENT 5T4ARD5 LESS THAN OR o THE Lt5GAPE OVER 4 IMMEDIATELY ADJACENT TO ANY PSI)SYSTEM MUST BE PROTEGTED FROM HEAVY VEHICLE TRAFFIC t EXGESSIVE L • DIVERT DOWNSPOUTS AND OTHER SURFACE WATER AWAY FROM YOUR DRAINFIELD LEAST 1.5 TIMES MORE THAN THE WEIGHT OF THE WATER DISPLACED.THE BUOYANCY ® 6'5UBMER51ON =- 1,12q L55 INLET/OUTLET GROMMETS TO BE FIELD EQUAL TO 30 MCA-FOR BOTH BOD 4 TS5 t 5 M6/L FOG. KEEP YOUR SEPTIC TANK LAVER AGGE551BLE FOR TANK INSPECTIONS AND E'UMIPING WEIGHT LOADS,BEFORE,DURIN6 t P05TGONSTPUGTION.THE FROP05E P OR POTENTIAL P5D LOCATION W5T BE 5TAKER FLA66EP OR - � PAGE: CAL6ULATIONS 5HALL BE DONE U51NG HIGHEST RECORDED/EXPECTED GROUNDWATER TOTAL BUOYANT FORGE = 1,12q LB5 INSTALLED d. TABLE 13 60NTAIN5 Hl'DRAULIG LOADIN6 RATES FOR P5D'5 FOR BOTH 6ATE60RY 1 4 GATE60RY 2 TEGHHOL061E5. FENCED PRIOR TO GONSTRUGTION.UNDER NO GIRGUM5TANGE5 5HALL P5D'S BE PLAGED UNDER DRIVEWAYS OR PARKING AREAS. I] • HAVE YOM SEPTIC TANK PUMPED RE6ULARLY AND GHEGKED FOR LEAKS AND CRACKS rT1 ELEVATION WITH THE MANHOLE EMPTY. b. P5D'5 SHOULD NOT$E INSTALLED DURING RAIN EVENTS OR WHEN 501L 15 WET BEGAU5E THE 501L CAN FA51LY SMEAR t GOM'AGT, (Y • PRECAST ANTI-FLOATATION COLLAR(A5 e. ABSORPTIVE AREA SHALL BE GALGULATED BASED ON BOTTOM AREA OF TRENCH. GALL A PROFE5510NAL WHEN YOU HAVE PROBLEMS 2. NON-60NGRETE SEWAGE EJECTOR SYSTEM BASIN ANTI-BUOYANT FORGE: 0 1. 5ETBJ�CX.S 4 SPACING SPECIFIC TO P5D5 PREVENTING ADEQUATE DISPERSAL COMPOST YOUR GARBAGE OR PUi IT IN THE TRASH a. ALL HALL5,FLOORS,AND ROOF SHALL RE515T AN APPLIED FORGE OF 300 POUND5 PEER 56" x 56"x 12"DP SQUARE GONG DEADMAN W/ A. SETBACK TO 5TRUC URE-5 IMPEDING GROUNDWATER FLOW: THE INTERIOR FACE OF ANY 5TRUGTURAL OR L45CAPE RETAININ6 WALL THAT MAY c• EAGH TRENCH BA5E MU5T BE LEVEL.DO NOT OVER EXCAVATE THE WIDTH OR DEPTH OF THE INDIVIDUAL TRENGHE5. 0 5QUARE FOOT(PSF). 24"O.D. x b"DP BA51N EMBEDMENT = ANTI-FLOATATION COLLAR MEETS 150A5 AT d. EAGH TRENCH BOTTOM MUST BE 5GARIFIEP BEFORE INSTALLATION OF F5D COMPONENTS. LL1 b. THESE STRUGTURES SHALL NOT BE INSTALLED IN AREAS WHERE THE GROUNDWATER LEVEL 2,161 LB5 FULL SUBMERSION INTERFERE WITH GROUND WATER PLOW,DOWN-GRADIENT FROM THE PSD,MUST BE LOCATED AT LEAST 10 FROM THE PSD. e. TO THE BE5T EXTENT P0551BLE,DO NOT REMOVE THE 501L BETWEEN THE TRENGHE5. D� DON'T. GAN R15E TO THE LEVEL OF THE BOTTOM OF THE MANHOLE(5) UNLE55: BASIN WEIGHT = 1,1261 LB5 • ANTI-FLOATATION DETAIL TO BE B. TREE5 t WOODY 5HRUE35 5HALL BE KEPT A MIN.D15TANGE OF TEN(10)'FROM THE PSD. • FLUSH SANITARY NAPKINS,TAMPONS,GONDOM5,C16ARETTE BUTTS,DIAPER5,WIPE5 AND SUCH PRODUCTS INTO I. THE STRUCTURE IS MANUFACTURED TO ACCOMMODATE AN ANCHORING 5Y5TEM. TOTAL ANTI-BUOYANT FORGE = 3,2gb LB5 GALGULATED BY DE516N PROFESSIONAL G. THE REQUIRED SEPARATION DI5TANGE TO THE GROUNDWATER SHALL BE 3'UNLE-55 OTHERH15E PERMITTED BY THE DEPARTMENT TO BE 21;THE f. IF THE PRESENCE OF BOULDERS,HEAVY ROOTS,OR OTHER 0E3STAGLfS MAY MAKE THE TRENCH GONSTRl1GTI0N IMPRACTICAL,THE BASAL � YOUR SYSTEM. AREA MAY BE EXGAVATED A5 NEGE55ARY,BAGKFILLED WITH A MAX.OF TEN(10P OF A5TM G-33 5t TO THE DESIGN ELEVATION OF THE = Q ANTI-FLOATATION TO BE GALGULATED BASED RfCx11RED SEPARATION DISTANCE TO ANY IMPERVIOUS MATERIAL SHALL BE 4'UNLESS OTHERWISE SPEGIFIfD BY PERMIT. DUMP SOLVENTS,OILS,PAINTS,PAINT THINNER,0151NFEGTAur5,PESTICIDES OR POISONS DOWN THE DRAIN. SP3 11. THE DESIGN PROFE-55IONAL 5UBMIT5 BUOYANCY CALCULATIONS. BOTTOM BID,THE P5D CONSTRUCTED t BAGKFILLED WITH NATIVE 501L MATERIAL. D. THE MIN TRENCH SPACING SHALL BE TWO EDGE-TO-EDGE. DI6 IN YOUR DRAIN FIELD OR BUILD ANYTHING OVER IT III. CAL6ULATIONS 5HALL BE DONE WITH HIGHEST EXPECTED GROUNDWATER LEVEL. ANTI BUOYANT FORGE EXGEF95 BUOYANT FORGE ON 5PEGIFIG 51TE GONDITION5 E. THE MAX.WIDTH OF TRENCHES SHALL NOT EXCEED 3q" t THE MAX LENGTH SHALL NOT EXCEED 60' 0) . PLANT ANYTHING OTHER THAN GRASS OVER YOUR DRAINFIELD. U iv. A SAFETY FACTOR OF 1.5 15 REQUIRED. BY A 2.612 SAFETY FACTOR • DRIVE OVER YOUR DRAINFIELD OR COMPACT IT IN ANY WAY. of 3