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HomeMy WebLinkAbout1000-117.-7-31 � _� SITE PLAN BASED ON ORI6INIVL SURVEY BY: 9 IQ y.. q 0o www.di netn ch.com GONTRAGTORS LINE 4 GRADE SOUTH U-L. s y 1 .. �. I :: I A OWTS �:. o - / UNIT SIZING. . : . LOCATItI AP: v or : <: ......... ys 3sr:' H 23 NEPPERHAN AVE.ELM5FORID N.Y. IO523 � , v� �e :. Al :y: ::':: ''y' Q If N'IW:�I CITY �( A �R [� (� ' ` PHONE: 41434'13141 ., . www.call811.com �' r.Y1L ,P NEIG111J1`►INLRe/T . S.C.D.H S DIVISION OF ENVIRONMENTAL QUALITY STANDARD' FOR . 1 r�: . $::' Nor TO 5GAM `N !! for other states y .. 11 G c Q ( ) 3` y. -', - O O DATED: OCT.24,2017 APPROVAL OF PLANS AND GONSTRUGTION FOR SEWAGE DISPOSAL I EI'�; EIC,ATION AND CO � : 0 ' ' '- VAT -SERVI SYSTEM =' :: ��:...::: ...I..... ~ k ,>z f :..I �. O ER E `�A S., T UPDATED Ob-0'1 2020 _ ,, ». I Tq ,: _ LAST <. 800 2�2 80 8 I NOT T 10 a<.:::. . .: R SINGLE FAMILY RESIDENCES b x � / . ;z /y� : -.. : ; .. « �, Ir. �: /: DATED: DE,EMBER 2Q 20 .: <;s a ... % '^ .. .... 17 „s . <> ,: .: .1....... 3 r�s AND ND WTFHIfN 15o FEET ,< - � .; , T : MINIMUM i A ON-SITE a ... :P .... ,FA an;: ABLE 3 / WASTEWATER TREATMENT CAPACITIES . <> ,;. �f.s OF FROPERM B law excavators and contractors working:n .p tLI1� :. ,. zd For safe reasons homeowners are strop I f, �. safety 9 Y , t... llBJEGT ': .: s: • Strce ? x 3 is� . � , BEDROOM :DWELLING c)rchsi - . ... he fiv or h w t e b ou s of Ne York CI and Nassau n ur a II I n L �- a co a d to call as we when annin a . . 1. <:::: , : :::xS r: IL ARCHITECTURAL 517E PLAN BYe `� 9 tY 9 P 9 Y .is s " , :: �...... ,.� / :: . a v and Suffolk Counties on Lon Island must of digging on their roe ✓ "" R; • MINIMUM TANK CAPACITY = 330 GAL S " °° 9 type 99 9 property.rtY- /� /; ,:: LON #5p.. z sa1 . , , JOAN U4AN1BT�5 , /�// ,. w : ::z,;. , r rz. W EXIST P TING BOX LAN :.. contact Di Net,1-800-272-4480 or 811,at least Homeowners can contact us direct) at ,<-a r,;.'. �� ' . .::. �. .. r �::. � . I .< 1. : , _ PD.BOX 4q SOUTH",N.Y.Ilrfili :::: r • STEEL BACKED 48 hours but no more than 10 working days 1-800-272 4480 or by calling 811,the W r n :: a. : ,. X - (excluding weekends and legal holidays)prior ate 11 r i number. r � 9 - DATED 03-01 2022 W d • CONCRETE PANEL H 9 9 daY )P or national call before you dig be.For : '�: s a; 0 ...-: I A OWTS UNIT LOAD CALCULATION: ' to beginning an mechanized di m or excavation work completed on personal - t % 3Eu PHONE: b31244.4241 9 9 Y 99 9 P P �/ I10 GPD x 3 BEDROOMS - 330 6PD TL flOW REQUIRED r,: "rW J r'�1 . WOOD TRIM � r I - excavation work to ensure under round Ilne r I h n ra t » - ... g s p operty, t is t o cot c or s ,r e....: z.....:. Q<u i - y - ;' „: :.. ;m. ..,. , PROPOSED SANITARY DESIGN W- 330 6PD :,% , �,4, ' w1lzE FENCE aroP _ _ .. �: .... . Y U 1►� are marked.Excavators and contractors can responsibility NOT the homeowners to 3. I / ? ' < � 465 € I. • _ + ' also submit locate requests online through h a i•/. I T.O.P. -75 q roug contact Di Net.Haven utd; fines marked ... - �.= �T 9 9 tY #. '" «,,, < ,, «.,. ITIC.If ou do not curcentl use ITIC lease n r in i fr f har e. USE FWI ENH v v ,P o to a s ee o c r..' ANGED TREATMENT UNIT ice' • _ t P 99 9 9 c" r'i'i B.D.P. 4.6 LOT 30 .. tea. - ''N. rt11 call 1-800 524 7603 for more information. .. : « .., ': 13: GAT.I I/A OWT5 APP.RATE: 3A) ;'.(YAB ... » x ::: �, 0. " ire. EXIST. �;:,.:.:::: 1. IffENS,6RA Ica n.,:: ;:..,.. , , �­ � V @ MODEL No ,. YI Y y GRAVEL . a ., 6:; ...01 ,.; ' TREATMENT GAPAiGiTY: 500 6PD "' EXISTING NEIGHBORING SANITARY SYSTEM »:_ " I. _: '... " '• N6 GAN'AGITYe 749 GAL ' as v s i PRK6 AREA _... S'} •• I. sHsff'n tt ! _ NEI�I EXIST. WOOD PET WALL FLOW RANGE: 50-500 ISM STRUCTURE LOCATIONS »........... T .. r, '.. :rc::.. H ....,... .. - " 3 S a 2s,:rerrartF ARD `CIw& OONI 5 ', • 4x4 5TAGKEO HORIZ. , ,... . ORGH �. r " y;R ; � EX15T.WOOD PRIVACY FENCE .. ' ': i ;,.,.,. /., �;;. s : ::. SANITARY ABSO rq.=: <.y .; :. N BED SIZING :.: .:. " � . ° Q wl,,S w.. . ........ RPTIO -; . . _. 3 i _ � . _._._ 8 W/STONE IN STEEL GAG I NC US _.> :r.; ,: d . 415 �y� ; 0 _.. ® .r s3 .,:::... _ , , PROPOSED 3 BEDROOM DWELLING --. :.>,.• - 00 EXIST. LINE OF CINDER BLOCKS : : , , . .:.....,.. t..�: (DE -; v .1 t ED) . ly i SIZING�: UNOFFICIAL COMPILATION OF CODES RULES AND REGULATION OF THE % , , N III __ 63 �:? I <"'. ., - -N :_._.. _ ' .40 (S EXIST. METAL SHEETING _» STATE OF NEW PORK TITLE 10 DEPARTMENT OF HEATH CHAPTER II.PART 75. �` URVEY i s M y > `� O VAGANr << STANDARDS FOR INDIVIDUAL oN51TE WATER SUPPLY AND INDIVIDUAL ON51TE C4 R cQi b TARY j16H�wN� - .: � :, PROPOSED INNOVATIVE AND ALTERNATIVE T) l ' 1 � .: :...: : WASTEWATER TREATMENT SYSTEMS.APPENDIX'i5-A Y.r;- - (hljNOOD RFTAfNIN6 EXIST. WOOD GAP ON VINYL BULKHEAD µ ;.._. ...'.. is '' S .: E'RIVAC SAL L Ar ,,,.1 Y FENCE m.., _ . 'I' �: ArOP� „ » :; TABLE I: ON SITE WASTEWATER TREATMENT ..w'..r .., ,.•. .a-. .... ♦...h,. .:.•... .'.... .:i .Ifi �`J+ 1�'irl ° f v< w.:.... 3D"` ro. 1 :. x ,. S02 32 46 W w DAILY DES16N FLO:.. ., ...•. .,..-�.: ,• . W - 110 GALS/bAY DR00M 1330 6PD TL FLOW)AND .. �., y . •:•,. i _ :,Orr,"-. YAC.AHT ..ap''l/ .. SANITARY SITE PLAN: �_ .. .• .. ., , ..,.. ....•. 1, }-;yn-i.,.;;L:1- . PROP ' A. # DNISION OF ENVIRONMENTAL QUALITY STANDARDS FOR APPROVAL OF .(7` ` l PROPOSED O`�ED 1: :., y r, , 6 y `i NA 2.52 SURVEY .v - O> ' ... : .... ...-.,:.,... ,, ::. _...: DIVE p 1 ,: PLANS/CON5TWC,TION FOR SEWAGE DISP05AL SYSTEM FOR 51N61E-FAMILY LAN ( ) 1) GRAVEL .. : :. riN .. TE AT. EX15T. GS , , .' :. ... .,: AAr _ �.. ': RES :..,•,.. - :..;_...,•• ;•: :'. 219 = / .. ... j.,.: IVEIJGES,D ry DRVWY - - SQ.Fr r �� ATED 04142022 IOgO FIRST•STREET NEW SUFFOLK, NY. 6WMZ: IV 1b00 6PD/AG UT1L,POLE ; / ^ o - i PROP.U/; Fm ... . , ...,.•......;...tom .TE$T;' :ti. µ:., -._ / + zvuNE •,:::AREA : : � -t 1 . , S36 49 W1. .. TOWN of �oUrl-1oLD SGTM No.: IoOo-m-aT-3I 116 .. y `k3. ... 40L.E , 34 tas ni 9 , ~K ty6 5 , TABLE I3= SIJFFOLK COUNTY NEW YORK �, -...; ;,, ..... .:. �.�� .> . N » . AEG, (DWL6 LOG) . � HYDRAUL.IG LOADING RATES FOR PFZ551JRIZEP SHALLOW DRAINFIELDS(DSO's) �' .,..:: . ...,L)I : .... ' , V �_P FLOOD ZONE PER Bb FLOOD 3 30 (SURVEY) M »_M OOD ZO • SIZE BASED ON BOTTOM AREA OF TRENCH: CATEGORY I, I/A OWTS = 3.0 DATUM NAVD `i : �' :.�.,- b.~. :.:: ::.. ZONE AE Y_. �' SO4°09'00"E APPLICATION RATE FLoov INSURANCE RATE MAP No.36Io3Go5ooIH, REv.oq-25-2ooq TrwsTtrurl� o F �� ELEV, 6 (WTLND To tea') NEIGHBORING LOT ID /CONNECTION TO WATER STATUS zoNiNls. MII (MARINE II) 9 , f DID -, : & ( ) - 14.79 (SURVEY) SANITARY ABSORPTION BED CALCULATION: � PROVIDE PhR/GOPM LINES PER UTILITY , _" < _. ID OWNER/ADDRESS WTR SERV. SITE DATA: - , 110 GPO x 3 BEDROOM/3.0(APP.RATE) = 110 6PD PRDVDERS REQlattTSNATIVE SO 1 37 32 E ILO GPD/ 325 SPA-F.(rI�NGH WIDTH) = 33A5 LIN FT TOTAL LOT AREA: t6,962 SGI.F7.,(0.1598ac) "' 1' lN65 0 PHILIP L0121A, 1040 Ist STREET CURRENTLY VACANT PUBLIC WATER � 1 o�, I ..`'I - ' 3- �> • • AREA 217 S,FT, b 81.19' SURVEY (SUBJECT STY) (r'RopoSFD) TL.LENGTH OF TRENCH REQUIRED = 33.65 LIN FT Z < �. . .w.��, ' . . • 3131 I _ . '1.�•:^, =.1 ( ) LOT COVERAGE: ,_ T . • . �/• - - USE: I LATERAL,34D'LONG > 1z� J, '� TL.LENGTH OF = LOT COVERAGE: EXISTING: PROPOSED: ! I I ; ; : 'r' - i x cs 2 GARY 0580RNE t WILLIAM DOO 1st STREET PUBLIC WATER TRENCH PROVIDED 54.0 LIN FT z N PROPO5,cp _ ' w y� 0 �`' DWELLING VACANT Ip23 SQ.FT. Q ATE q�`WTIN� r>' -� F . . . % r FRONT WD STOOP/5TEP5 VACANT Si SQ.FT. , . ' •,� O BRUNO 4 OLIVIA ANNIGA, 1230 Ist STREET PUBLIC WATER NOTE: 6EOMATT SHALL BE DELIVERED TO SITE IN ROLL5 AND CUT TO SIZE. A: 92 SQ FT. ^ ' . - ;t_. r I "' REAR WD BALCONY/STEPS VACANT go YJ FT- �' ` 1 °Il R o, . .. O , x ® ARl1=tE 4 FRANK GA.STEUANO 12T5 ORCHARD 5TI�7 PUBLIC WATER PROPOSED INSTALLATION: TL LOT COVERAGE oo SQFr.(oop) I17+0 SOFT.(Ibbl%) .. PROPOSEDiv i I�y: Y PROPOSED �. C)l h%.2 { ! U5 EFSTATHi05 4 MARYANNE KATSOULA5, 11T5 Ist.STREET RIBLIG WATER 0) PDF LATERAL 0 54.0 LIN.FT. INSTALLED IN ABSORPTION BED. - ' , ``'f , : / 2 STY FR '.� N I . ' '. = Q D y� P E C 0 N I C BED LENGTH 15 EQUAL TO LATERAL LENGTH. EACH 34"W 6EOMAT 5HALL HAVE V'4 R • WATER SERVICE GONFIEGTI(�{ N I Q I ... > o © JULIE 5AUL,8l5 KING STREET ACTIVE SCHA ACCOUNT, PVC, 5GHEDULE 40 PIPE,ORAFIGE o I'-O' ON CENTER,ORIFICE HOLES TO BE NO UPLAND FILL REQUIRED: r l m TO EXIST.WATER MAIN,PROVIIDE TAP R .� DYLLIN6: ! Z� j r�i FOR NEW WATER SER1(IGE LINE 15 'n I\ • 19NP J L 0 13.2' . � I FLOOD ± � _ C) � NO METER SET DRILLED AT 6 OGLOGK AND USED WITH 6EOMATRIX ORIFICE SHIELD. DISTAL NO OFF-51TE FILL HILL BE NEEDED TO FROP05M DWELLING m PFZpp it 8.2' / ' 3 BEDRDOhT : �� zoNE VE i BAY (02-28-202?J HEAD DESIGN PRE56URE OF FIVE FOOT PER DiSTAL HEAD. ONE DISTAL HEAD MEET GRADE ELEVATIONS PROPOSED ON (3 B1�R,O�U �i T:,.i r;s •;W k1m�V 50' . FfPRINT OVER z ro 0 STEIN SEA FARMS,L1L,q00 Ist STREET PUBLIC WATER MONITORING PORT 5HALL BE INSTALLED AT THE END OF EACH TRENCH. MANIFOLD THIS SITE. EXCAVATED FILL WILL BE 4 ELEV. 8 - 1`J >'" - AND TRANSPORT PIPING,: U5E U�'O GT5 POLY PRE55MIZED XPORT PIPE SHALL BE UTILIZED TO MEET PROPOSED GRADES. a 3 � 1"" '. - • PILE FNP: 123 SOFT. - - rr ( 4- (' < > "i: ,r, L,, -,.Iy '�- ;W • , A . . . 1 I ..- ® ALBERT 6RANDY WOOD, 1000 15t STREET VACANT SLOPED CONTINUOU5LY BACK TOWARDS PUMP STATION FOR DRAINAGE BETWEEN NO EXCAVATED FILL WILL BE DISBURSED `"- N :: , I [GRASS] CYCLES. WEEP HOLES TO BE DRILLED IN PUMP .STATION DISCHARGE ASSEMBLY BEYOND li E SUBJECT PROPERTY LINES. R • 11z I �[ r PRDP05587 b#FL . if 3 = ND FR STOOP - . • i I SEE 'NOTE TO CONTRACTOR,THIS DWG, I I I 1 5 MIN ,� to (e EL UJ7 . / FOR RMT)RATEABLE 501L QUANTITIE5. � ,�I _T� � O n � _ 3S'A !. I EL.b,l GROUND LEVEL O SFJ= DRAWING 5P2 FOR SANITARY STRUCTURE/COMPONENT DETAILS I L5 P,2�p r 4 STAR W RAIL • - .�.••' 4.0 31.6 I I/A ON-SITE SANITA�L'I' SYSTEM v � ►VAnvE PLANrp� PSZ coo. • AEROBIC TREATMENT PLANT= g >A 1 I W x '�A: 47 5a Fr N3r sue• _ I uSE: FUJI GLEAN USA ENHANCED TREATMENT UMT(E1U), 3 BEDROOM HIGH GROUNDWATERI 1 r .� MIXED SAND AND LOAM _ / •. . L O, • O MODEL GEMS (GRAVITY 5Y5,1DE516N FLOW: 500 6PD) (oL) T .• I/A SANITARY SYSTEM: I i r 'MIx U-1 I •THESE PLANS ARE DESIGNED TO COMPLY WITH.,. I -F91..11 GLEAN ON51TE wASTEWTR TREATMENT EN X Z '-- E� LL /.� �° , I I ' ` •• UNIT INCLUDES: BLOWER MODEL MAGIOOR,SYSTEM EL.3J' 3A E OW GRADE I - ORENGO LIFT STATION IOMIN Z'PVG VENT TI4RU ROOF OF EXISTINI6 % "'^ BUILDING,EXiHD A MR OF 6'ABV THE u� \ 8.0' 32.9' ` ` GONIROLLER •UNOFFICIAL COMPILATION OF CODES RULES AND REGULATION OF THE STATE I-6EOMAT LATERAL-34'WIDE x 34D'L6 [� ROOF LINE AND HAVE A MIN HORIZONTAL QDf� / �- (OP/CNTRL CENT% W ALARM BEACON 4 AUDIBLE in BROWN CLAYEY SAND(5G) OF NEW YORK TITLE 10 DEPARTMENT OF HEATH.CHAPTER II.PART 75. It' O HORN ALARM(LOCATED REMOTELY,AS SHOWW STANDARDS FOR INDIVIDUAL ON51TE WATER SUPPLY AND INDIVIDUAL ON51TE SEPARATION OF 12'TO THE.SLOPED 3,2' / bIB'(WTLND TO 1 EO T) E1. I.I I , Y �'•H c. PROVIDE: 5 0 a'i GRADE WASTEWATER TREATMENT SYSTEMS.APPENDIX 75-A PORTION OF THE ROOF( BLD6 CODE). '` - • • . PROP. t � -111 -' NOTE TO GONTRAGTOR: ROAD r s'�� 2rd FL PRptyEp�,t ;: •• ALL CONNECTIONS A5 REC:2l11RE7 BY MANUFACTURE GNP WTR PALE BROWN FINE SAND(5P) S.C.D.H.S. DITSPbSAL SYSTEMS FOR SINGLE-FAMILNY RE.SIDENGE.S--DATED PROVIDE 18 GUYDS OF RATEABLE 501E O T =° t WD BALGOIV = r I' •• REINFORCED P.G.ANTI-FLOATATION FLANGE TO a EL.0.7' O .'' '�� 5.4'BELOW GRADE 12-242017. l9A OR 5P PER ASTM STANDARDS)FOR THE No sc-ALE x 132'� / I , in (A a.f31) COUNTERACT BuOYANGY PURPOSE of REPLACING UNSUITABLE SOIL 4, 142 SQFT. "' :n ••• SEE DWG,5P2 FOR DESIGN AND REQUIRENENT5 WATER IN BELOW 6EAMAT LATERAL. W I a- 5r. 94 STAIR w RAL LOT 31 N Y' P�Goof +i •• iSFI CONVENIENCE RECEPTACLE NEARBY CONTROL 15b' �k x ' .' . . i 4r o m Qo��. PANEL BROWN FINE SAND LINE/ SYMBOL LEGEND o SEE I DESIGN R P4 m i T * • �;`-Iq3'/y ' 1 / -' 4 I • MAINTAIN REQUIRED SEPARATION DISTANCES,DWG,SPI 5 FOR AREA O � 1 { , I 352' I I PROPERTY LINE UTILITY POLE REPLAGEMLTIT of NON-RATEABLE SOIL. ply1U3ANGB: ; '� o, T . SEE DETAIL,PH&SP2 EL.-e.a o ow `� � �: i -.�_ Q j :n O 2nd F , ,J P9?OP05ED LIFT STATION= HI6HE5 - EXISTING TO BE ------------ HYDRANT E BEt_ GRADE tS,408 5q.ft (O 1242aG) w � ' - .. USE: ORENGO SIMPL�C PF30o5 PUMP STATION T E�EGTED E�ROUNDWATER- EL.3:0' REMOVED/RELG'GATED tiYo SGDHS RECORD ID: R-22-D-i�I � i- Qi 0 �� �_ J' 54:T' (wn D TO ETU) -- PROVIDE: HIGHEST RI GORi D GROUNDWATER = EL 4bb 1'ER WATER TE5T HOLE (,� ar" I 'lu , ETU U565 V�J L 534369.1,EL.4bb' 11 -1 REINFORCED PL.ANTI-FLOATATION FLANGE TO O -* � -4 p I p.�� A �' It Y<`:' I C�OUNTERAGT$lKh'ANGY 0000 LF FROM SUBJECT PROPERTY) SANITARY SEWER ENGINEER: �--+ f� '� .45 ~ r 1.PROP.Q-EG / •• SEE DWG,SP3 FOR DESIGN AND REG4JIREMENTS GROUNDWATER PER TEST HOLE = EL.Oh' - - - - - FINISHED 1. - - >: '�� w MIN v�!: LINNE 'GND y I ?b1 >': 1,1 . .1 • CONTROL pAt�1,MOUNT ON PROPOSED 1'FRAME CAD ELECTRIC �� . �� . FLOOR ELEVATION F.FLF1. - ��pF N E(v I � t 1I - TEST HOLE - - - - P11 I o M , yv. � ' = 1 PROP.AIR PENT SILT FENCE BARRIER - x >< PROP05ED SANITARY A/I SY5: � \ /^ LINE(�4'CND) 57 6 rTl - GO ���s� e 7CC; - -- i -.r. - I + $Y:McDONALD 6EOSERVIGE�r xbD ' , ' ' ��� ..- . U) z ........................... ........_.... ,: --._......... iSTI T ELEVATION O GOVH32 TO GRADE �ru * ,� A k * O - _ 2 DATE. 01 28-20 .20am x; I, ,-, 1-.� = INFO TO L5 � � , L I L5 .. , v` .< ' , i SPOT ELL=1/ATION D `___ 1 w � . J.. .. �� _ q O m w 1.l' MON � +��,�,. � �_ ' >NArIVE��D n to ., ��►.• �, I �71 i MODEL PROF'05ED DWELLING � Z(� � _ Z �` FWI GLEAN ETU a: _o r� !n n,� !_ r -L'� y L t ,` rKLA: bee G Q � IJ 17LLIWl/1'y 1. PARTIAL 't{V �( b�L FINFLJ� 13�' Tff i�IL� OA (0 34 3.`Q :1+.1-�a,.�r-_11/.i,.,C�iY. ri}, + , r �y " , . -__►. ;.,.F��- I `--7Z '; O!� O\v`� SITE PLAN Y:� ^ +} =v r: =, +�.. IIVVC7r�oR1 rl ...I " Q:J_' '~' '+r';., 1 t�+_.+ o JEFFREY T.BUTLER,P.E. TO LNAGHIN6 FE1D REMAINS 1111 PROPOSED �JVORK �'�GTS POLY PIP,: Y 1 Q I N83°41 r -`1J 1 50 ►w 2'�5DR 35 II. i p PROPOSED SOH I3E-1D: 7 .Q�r L,cv I. T VENT PIPE 5TRUGTURE COVER NaTt=: •6EOMAT LATERAL,6EOTEXTILE MAT A66Et4Bl.Y DEED) i ALL RISez GovET�wEIGHIN6 LESS THAN 60 LBS SI4Au.BE 5GDH5 APf'ROV,� ,e►R �= F- [D l,J : ,_,: , I i USE FILL AGQUIID FROM MATERIAL PROVIDED WITH A SECONDARY SAFELY LID OR DEVICE. USE FILL AGQl11RED FROM MATERIAL. I- 10 5 O 10 2p W/DISTAL PORT,I -3.2Ti WIDE x 34D L6 LAT W/ 76.95 (,SU I : ' EXCAVATED ON�SITE FOR THE PURP05M ON EXCAVATED ON-51TE FOR AREAS OTHER }- v 6RAPFIiG SCALE I - IV-ON IK P DIST.PIPE(OVER MAT ONLY]PL�FORATED, y) PROP,6RD a SANITARY SYSTEM COMPONENT INSTALLATION. ►Y4 4 PRESSURIZED XPORT THAN eiEOMAT LATERAL INSTALLATION. Z to W/)4'HOLDS e b 4 4 01GLOCK(INSTALL LEVEL) -l1J /+: ! BLD6- EL.62' PIPE TO LEAC44M FIELD t-� •MAINTAIN ALL SEPARATION DISTANCES -, t i I ' • I� a N IL _ PR01/If7E GOVBtS: EX.GRADE a FJ. i5I v� „ 1 Q w J Q F, i X'[ j � ., NIEN REQUIRED TO BE SET'AT FINISHED 6RADE USE: PROP.GRADE OVER O - Z .r t •51ZE1D FOR 3 BEDROOM DW3UN6 ` :' 4"Q SDR 35 XPORT PIPE 5A8 LIN.FT. a, •; •SEE DETAILS,DWG,5P3 VACANT LAND l":-;r;r1:=; O ul - DERMOPLASTiG COVERS-L.Oi{!JN'.r7,YNATEKT&IT, MIN.SLOPE =V/LF.REQD A55ORPTION BED a M_3b.2' ! i 5D8'L6 x�p' = Db4"= ODb'MIN.SLOPE U- 1'n ,_'._,`,I_i--;L-rE- , 1 WCT-PROOF,FLAT,SKiD PROOF,HE APPROVED (SEE 6EDMAT/MANIFOLD DETAIL PROPOSED I�e C���e� �--I I-L. 1 0 , FOR SEWAf E USE 4 HAVE W PI�IJTEiGT10N l =;�L j ON DWG,SP3 FOR INSTALLATION REQ'MNT5) SOIL COVER OVER er--"T PROPOSED EROSION CONTROL MEASURE: LOT 32 � '. v _. -�.�,_� ; ! ' '_s. ,�._: M s, �,�,.,. GA. :,M_. �°`' uSE: NATIVE 501E(Ol) I � I- � O ~ � PROVIDE SILT FENCE BARRti3t Ali SIiOWJ, ! i1 ::,.,A� ' GRADE OVER i.y PROP.f 'ODE OVER ETU o EL.5.45' MANTAN BARR�UNTIL JOB COMPLETION ,', F'.Y � I , x n, �,_. LS.0 EL.52 MAY 14 2025 ..,, ,u <r ...,.11, {f.[,:� M4N,,L Jl M \n,.t<lr , .e`e✓.w. �r ,r. 7 .a!•x 4. A, d y�, �x S', b.1, , I GIRD I 1 r. �,< ; i I F `j j :_';�" - _ i � a I �,,,.. EX15TI%6RADE A P4 Ij l - I uZ r / - r r7 D.MAT 6 D.MAT A H gals Z 1 I. \ \ a � �\ \ \ . \ \/ r-L-, � I v ix / / . ,/., .5D5 � �„ 5EPARATION DISTANCE RE ,t'MT5 FOR v,u �i Y. + I:+,H'. r. - Mix® I ,�/\/ /\/ \. � �,-;%�/ /.�'/ -- - � "fie_•^.• .r.� .t.M.r,nn, a[,t i�.vn-�,i.,e[,i:_<.a, �• SANITARY SEPTIC TANKS. / ,PUMP STA OR MANHOI E(RIB IDBdTIAd>: \ �\ '1 E.WEi2 ii ''. i <,, E„� L �' // /�/ / O B4O.MAT ATE BED A a.5 D' SAND 4 \� 1 1 1 1 i J 6EOMAT ~ Mehl HORIZONTAL 5E'ARATICN DISTANCES ORENCO \\//� r- ,\1 I IMAGE T 1 ( ,.,, \/. H I I I I I i ! I I I I'= EL.5DW LOAM \i Q Iu 6 A BUILDING W/CELLAR= k7-O' L.ROAD STORM DRAIN5 = W-O j I sl MPLEX \ �\ 150R w TYPE sF oR \\\\ , � � - O.INV a DWL6. I / / I I I I I I I 1 1 ' ALL (OL) • M.ON-SITE STORM DRAINS = 10'-0 = EL.372 I ( , EL.3.44' DISCHARGE �' \ \ I nlyp OF 2) 1 `� j\/\ 1 I I W # IaNV.a ETU EL.3b / I.INV.a L.S. = cv ► L FBZ ASTH 5TA}DARU51 I/ , I I I I I I I I I I N B.BUILDING ON SLAN3 = 5-O - / /` 1 I ,. i 1 i i 1 i i I I i L ATHZALS) EL.3.1 3D HLW 6RD I- N.CATCH BASINS�N6) =5-O' ---" PUMP BASIN Q/ N G.PORGFES DEGKS HOUSE I ____......._...-_............. _......................... -.............._"_ - LIFT STA.) \, /i'I I I 1 1 I I I I I 1 I " I I , �- ( t3RN D.WATER LINES_ lo-o' P.5EPi1G TAdK,PUMP STA OR MN. =5-0" ZONING INNFORMATION,MARINE n tM-II): FUJI CLEAN CEN5 �\ \� 1 1 1 1 1 1 1 1 I 1 1 III I L 1 , , , f I PALE BRN FINE Q I- ~ 1 `o N CANTILEVER-7 ETC, =.i-O' O.SANITARY LEAGHIN6 POOL= 8-0 4 .SDR 35 XPORT PIPE, O INV.a ETU = I i I i i i i i i i i I I i i i i i itil i i i I SAND `S'AND(`5P) 0)a-PROPENzrY LINr£s - 5-0, tab TT4AN z0000 SaFr. REAR YARD SETi3AGK(l'WNGh 25 MM i I S.oa'LIN.FT. ENHANCED TREATMENT UNIT I I ` 1 1 1 I 1 I I 11 1 1 1 1 I I 1 1 1 1 w I-L- IE 5UIZFAGE WATER(1^ET1 05) ='15'-0' LOT SIZE CA1E6O Yl , a-.33 I , I I . I WF.PUBUG WELL =200'-0' R.SWIMMN5 POOL.= 20-0 LUT WITH GOMMJNTY WATER) 1 I I II' - 1 6.PRNATE WELL=75-O' EXISTING VACANT MIN.SLOPE=Y- /LJ=. (-,,�. I 41 �. 1 LL EL. I.i 5 0 A L MAP 0 IL lSl OS.TOP OF EMBANiMENT OR STEEP SLOPE EXI5TMG L.OT: 16;4152 SOFT.(O.M AC) PROPOSID:313' SA8'L6 x Y4= 121' _ I 1 1 I I 1 1 1 1 1 1 I 1 1 I , NATIVE H.RETAINING WALL DOE) = IO'-0' (15SG SLOPE OR GREATER) = 2�i'-O' PROPOSED LOT NL. O.II'MM SLOPE UNDISTURBED 501E m : lAT 1W �i0'MIN 6ND WTR 5.4' VIEWED •� �l O `� CV J.U/6 FUEL TANKS= 10'-0" T.BLUFF = 65'-O' LArDSC.APE AREA, 20%MIN .... __. _..._......... ®EL.O.T (� � K.U/6 UTILITIES= 5'-O' U.QECK/RAMP= 5-O k EXISTING:OD SQFT.(0.0%) HIGHEST EXPECTED 6ROLH WATER=EL.3A' BD.ETU A EL.-Ohl • ' = REPI ACE UNSUITABLE SOIL CM5THOLE EXISTING: 10036 PKOPO5W: 1,155 SQ.FT.(2ODqW ' HIGHEST i�CORI > D 6ROUFU?wATER= EL 4bb'PER • W/TYPE P OR SW PER ASTM STANDARDS DECISION# & P4 - - SEPARATION DISTANCE F?iwg_FM�-'N.T FOR SANITARY LEA614I-N6 STRLIGTUR S PROP SErh NL. US66 WELL_S343b4.1,EL..4bb' 5E£ 'PROPOSED BUOYANCY ANCHORING'NOTE � �TPOSED I REINFORCED CONCRETE CONFIRM 6�"MIN RATi ABL1:STRATA 13130W MATS WATER IN PALE BRN DATED- )`� MAxn•�I Pff2MITT®DIMEr�lorNs- (tl400 LF FROM S116.EGr PROPERTY) (SITE PL.AA()AND 5>3: FUJI GLEAN GEN513110YANGY (RESIDENTIAL: LOT DBMM,B&MN LOT CONfRAGE(TOTAL),W%MAX(2iOM 5QFT) GALL AND DETAIL'ON SP2 FOR PROPOSED SEE DWG,SP3 FOR BA61K PUMP DETAIL(5) PENETRATE SURFACE UNTIL SAND OR FINE SAND 0 � p EXI5TiN6: 65.40' GROUND WATER PER TEST HOLE = EL.Ohl AND INFORMATION (Sp) MINIMUM HORIZONTAL SEPARATION DISTANCES: M.ON-SITE STORM DRAINS OR REGFLatR6E EXISTING:VACANT METHOD TO COUNTER I:UOYANGY GRAVEL STRATA IS REAGFED A BUILDING W/CELLAR= 110'-O' BASINS = IO'-O `Kc• PROPOSED: Ibbl%opo Sa,FT) v B.BUILDING,ON SLAB= 10'--O' K CATCH BASINS,NON-I.EAGHIN6= 10'-0' �Y� X"Wh 3V MIN GEOTEXTILE G.PORG1'E5,DECXS,HOUSE:O�/ERFNAN�, O.Sil4N.LEAGN41Ni6 POOLS=b-O' FKOFf' FLOOR AREA: I . I • EXI5TTN� VACANT EXISTING,VACANT PROPOSED SANITARY RISER DIAGRAM LEACHING LATERALS (GEOMAT) TEST HOLE E-ll PAGE. GANTI1PM25,ETC, = 5-OO P.PROPERTY LINES = 5-0 PROPOSED, 13.2' PROPOSM: I;CI 4 r�,� W/PRESSURIZED PIPE ON TOP OF ASSEMBLY D.WATER LINES = IO'-0 Q TOP OF EMBANKMENT OR STEEP UDPE W SURFACE WATER�A vs) = W-0' 05% SLOPE OR r�T% =25I-0• SmIE YARD SETBAr.K IPR�25,MIN INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYSTEM (TYP OF 2-39.0"WIDE X 17.0'LG) BY, M . 01-2 - GE2,q:20 ES F.F.PUBLIC VI L = 200'-O' R BLUFF = W-O' EXISTiNs: VACANT ��DE�x�M VACANT PRESSURIZED SYSTEM IN PROPOSED ABSORPTION BED DATE: ol-za-2o22,q:�oan 6 PRIVATE W3L = KX)'/I50' S.SEPTIC TANK,PUMP STA,GREASE ,24�►' PR�OPOF,rD:34�' SGAt.E:NONE SUBJECT PROPERTY CURRENTLY: K RET.WALL(WTRPROFF) = 10'-O" TRAP OR MANHOLE = b'-O' SUET ECT PROPERTY 15 VACANT H J.U/6 FUEL-TANKS = 10'-O' T.SWIMMING,POOL =20'-O' SIDE YARD SETBACK GUMUI-ATTVE(!'WING): 5V MM NI M9ER OF STORE 2 STY MAX NO SANITARY 5Y5TEM EX15T5 ON TH15 PROPERTY, I ■ EX15TiNrm VACANT Fx15TM V • NO U/6 STORA15E TANK EXISTS ON THIS PROPERTY, EL.-6.Q' 13D'BLW 6RD K.ROAD UTILITIES = RAIN U.DECK/RAMP = 5-0 PROFIOS,�,41Y PROPO��D: 2 STY NO U1 EXISTING OR PROPOSED STORM DRAINAGE STRUCTURES F�CIST GROUNDWATER EINGOUNT0ED U SPI L.ROAD STORM DRAINS OR RECHARGE BASINS = 20'-O' OR ARE PROVIDED FOR THIS SITE. 5.4'19IA 6RD a EL-.0.1' of 3 V40 SSTL CAME SECURED BY 1A, (2)2x&x(LENSTH TO SUIT)AC41 55TL CLEV1,CES"OF 4) CHAMBER FUlI CLEAN USA CEN5 CLEVM ATTACHES TO 14TIDN 2.4' 2.6' 2.1' Volume (goo TREATMENT HORIZONTAL GROSS Mf=�(TYP) F- c-, 2- 2 STRAP RM 5y5TEM MODEL Sedimentation Chamber 217 USE(4)A8,V 6ALV LA6 BOLT N, VENTLAnoN PIPE SCUM DAF FLE B QAnaeroblc Filtration Chamber 718 MAO LOWER mom W 6ALV.HAISHER 0 HEAD 0 II. &ORII 0 I/A OK5 Chamber 127 ........................ ..........­­.................... ......... ................ ........ -------- (TYP 0 EA.POST) f7 RECIRCULATION -Aerobic Contact Filtration Cham CNTL PWL 0 1 AIR FLOW VOLUME bO L/mIn AIR LIFT I" 15torage Chamber 63 2.6 CFM • 4 ALARM I WMA 4X O OREGE R�` NORMAL PRIESSURE 15 kPick 22 PSI • @) Disinfection Chamber 4 CYLINDER(OPTIONAL) Total Volume, THE CONTROL PANEL RATED VOLTAGE 120V 14q BOX MUST BE FLALED 4x4xbt6 AGO TIMBER OUT50E ON A .......... ............................................... .............................................-..................... ivZ i ................................ IFF52JENCY 60 HZ POST,MINIMM COVER 36' SUITABLE PEPE5TAI_ T 51 NET PIPE V OUTLET PIPE Cr3 L-11 J- .........................-............... ...... ........... ............. ............................ BELDH 6RADE INGASED IN NITHIN VIEW OF THE POURED C-ONCRETE IN 12" SYSTEM THAT[T 4 5PEGIFICATION5 OUTLET FIFE SIZE 15 fffn ID(16MM OP) A SERVES.CONTROL tA , A Mla 10(4 PIAJ_1ETER SONOTUBE. I T --I I j.� Ij XW OP) CENTER SHALL BE ffl Anaerobic Media i - D-6... ......... ............... ............... 1�1 PP PE Filling Rde. 52% (rMICAQ MOUNTED 5.5'A13V ................................... MC ................ 5 WEISHIT 5.0 FINISHED GRADE(MIN) E, Sowd Type Aerobic Media PVC PP PE Filling Rate 16% 11 OR ABOVE BFE, MH CLEAN ETU .......................... .............................. .... .................................- ...... ..... 11,441GHE ------ Aerobic Media FP PE Filling Rate 51% T. 17011,6Z CON5lA-FnoN MODEL CEN5 IA J EFFLUENT OWDAY oHier 2.b cfm .................................... ........... ............................... ................ ............ .......... AMPERE5 IDA AIR LIFT PUMP INLET BAFFLE Tank IFRP GRADE (D ...................... piping PVC PP PE 9 x I b M.A.31) .......... .. .... ... ............. MANWAOTURER MADE IN WAN BY Access Covers Plastic Gast Iron 17 . ......ujl FWI CLEAN REorDUILATION FIFE L FLOW BAFFLE 1/22 AIR 11477NCE Disinfectant (optlowo Chlorine Tablets (GLEANING OPENINIS) FLOW OFENM 4 3/150 x 12 x W4'SM EYE B Air Blower shall be: HOOK(TYP OF 4) FUJI CLEAN USA in as close proximity to control panel as possible V40 SSTL CABLE SECOZED BY PLAN VIEW on a solid(e.g.concrete)pad to minimize vibrations HFRAME DETAIL - er x V x l-V SLAB ENHANCED TREATMENT UNIT (ETU) in a location above water level FOR CONTROL PANEL AND GF1 RECEPTACLE 55TL CLEVICE5 M?OF 4) TOTAL VOLUME. CLID-110E ATTAICAES TO Ra.ON 621 CUPT.(�;t OJ.YDW 204)HOM 515al;E HEAVY V away from grease exhaust fans. 511WTM FOR I/A ONTS CONTROL PANEL MOUNTING STRAPRW HE*HTt 12X21 LB COVER BY POLYLM TYP. MODEL CEN5 2050 HOPE SEAS ✓ away from bedroom windows and other locations where SCALE, NONE 3/bl x t2 x I-W SSIL EYE 5GALE: NONE COVER BY FOLYLOK,TYP. operational sounds(although minimal)may be a nuisance ✓HOOK(TYP OF 4) 20r0 SAFETY SOZEEN L 2041 SAFETY SOZEEN In a location that allows unencumbered access for BY POLYLDr,TYP. BY FOLYLOK,TYP. inspection and maintenance activity STOPPER OR �ro WITABLE COVER q'x Vx II-ICP SLAB FUJI CLEAN ETU with proper electrical grounding EV 6RADE TOTAL VIOLLIME, BUOYANCY CALCULATION: V with wiring and electrical connections made by a licensed b2i GUFT.(3161,1109) DISINLFGTiONelectrician. WE&IT, 12M2t LB BUOYANT FORCE IS RERLT OF AIR VOLUME 2C?,V REM BY IV 240 CYLINDER 243 Hnm CONTAIN FILLY IMHER5W IN WATER FOLYIM TYR MANHOLE MANHOLE MANHOLE RANHOLE 2030 RISER EW %/ with no objects on top of electrical cord. (OPTIONAL) POLYLM TYP. ✓ in swell-ventilated space out of direct sunlight and --SEWR PIPE NOTE: ADDITIONAL CLEAN OUT SHALL GIM EMPTY TANK BUOYAWY: am LEIS BE PROVIDED IN IWERIOR OF MD6, 50%SAFETY(FACTOR 40M LBG TOTAL UPLIFT RESTRAINT: 12,20 LBS PER IRC,2015,F3201.4 Hardwired to power in states and jurisdictions that require ffl protected from elements such as direct rain or snowfall. NO HGl15E TRAP SHP�LL BE PROVIDED T ................................ ....... -----........ .................... a hardwired connection. FLOW OFMIN5 ...... ..........----------- ----------------------I.-- ----------------------- MIN 60 MIN COW�RETE WEI&IT, 150 LDW G.F. MTAN6MM CADW-47ETE PAD, x 62 GUPT. I HHLt7 L z:�` qt&x 5,0�i X 1'-I0RDP W .............. n STRAPPM AM ANOHORIN&PER DETAIL ........................... WINFORGED GONG.SLAB, 4-- An EUOYANT FORCE 12,352 L% d)SE CHAIRS) 60'hYE BOARD TYPE CONTACT KVIA ANTI BUOYARr FORCE EXCZW5 BUOYANT FORCE TYPIGAL 13Y A 151 SAFETY FACTOR EXTERIOR CeLEANOUT x\ 4' XT.S. V......................................... X X P..4 p NOTES: dr, RE -ATIoN I.Z FUJI CLEAN ETU - COUNTERACTING BUOYANCY i I - I @ 1. FOR alANOUl"(5)LOCATED IN TRAFFIC AREAS,PROVIDE NTH A56EMBLY TRAFFIC,BMW FRAME NO COVER. INSTALLATION DETAIL TYPICAL SLAB DETAIL 2,FOR USE WITH BUILDINGS EXTEN51OWwtONNECTIONS. X Th < AT ETU BLOWER.LIMIT SCALER NOW \Z LL SCALE: N.T.S. o Z AEROBIC MEDIA @) FUJI CLEAN GENERAL NOTES: I. THE ETV SHALL BE INSTALLED PER FUJI GLEAN INSTALLATION REGRAREMENT5 AND ANY ADDITIONAL FUJI CLEAN BLOWERS--MAC-SERIES "11" PERFORMANCE CURVES (60 Hz) REQUIREMENTS PER 5rDH5 AND THE DE5I&N ENGINEER CONTAINED HEREIN. LU c�) 2. THE PE515N ENI571NEER SHALL OBSERVE THE OIATS PRIOR TO 13AGKFILL AND DURING SYSTEM C�; /A4r__ _M CL 2W START-UP. O O 5. THE OKr5 SHALL BE TESTED FOR WATER TIC7HTNE55 U5IN15 A METHOD APPROVED BY THE AERATION Lft > 4.b OFM MANUFACTURER PRIOR TO ARRIVAL AT THE SITE. A-56EMBLY 4. A FUJI CLEAN REPRESENTATIVE SHALL 13E PRESENT 01 5TART-UP. 240 MAG200F, 5� THE INSTALLER MUST HOLD A CURRENT LJOVID WASTE LICENSE PURSUANT TO CHAPTER. In 6. 5b3 ARTICLE VI I(5EPTI(, INDUSTRY E3U5INE%E5)AND ENDORSE Lft ?-ENT J(1*10VATIVE AND ALTERNATIVE 8.4 CP4 ................ TREATMENT SYSTEM INSTALLER)THROUC714 THE 9UFFOLK COUNTY DEPARTMENT OF LABOR.LICENSING ................ ........................................................................ ............ SECTION A-A VIEW SECTION B-B VIEW . . ........... .................... AND CONSUMER AFFAIRS,PURSUANT`TO 5UFFOLK COUNTY CODE,563-11(IIXJ). T THE OWES INSTALLER SHALL REGISTER THE ONT5 WITH THE 5(DH5 U51%D06UN-ENTS PROVIDED,By 200 MAG15OR ---------------------------------------------- ................................ .................................................................................................... ................................................ THE IDE51614 ENGINEER. ------------ ------ ..... W 1.0 CFM 15. THE OWNER SHALL EXECUTE AND MAINTAIN AN OPERATION AND MAINTENANCE A6REEMENT WITH AN AUTHORIZED MAINTENANCE PROVIDER. THE AGREEMENT SHALL HAVE A MINIMUM 3-YEAR 5ERVIGF MAG12OR INTERVAL. 180 q. NO KITCHEN SINK GARBAGE DISPOSER SHALL D156HAR6E TO THE OHIT5. EN9INEIE1Zt 10. NO WATER SOFTENER 514ALL P150HAROE TO THE OHTS. 11, INSTALLATION AND USE OF THE I/A OWES MST CONFORM TO THE DEPARTMENTS APPROVED I/A Alarm Circuit Breaker 63 CRt 41' ' , I > OHT5 OF OUIPANGE DOCUMENT PREPARED IN ACCORDANCE H111A THE STANDARDS FOR 'APPROVAL AND MA620OR 0 LA41n Float Switch,Pressure Switch, Test/Normal/ MAKA6EMENT OF INNOVATIVE AND ALTERNATIVE ON 517E WASTEWATER TREATMENT SYSTEMS." T. 0 Test/Normal/Silence Switch :0. Silence Switch 12, THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED.VENT PIPES SHALL 42 CFM 00� MACZaZ EXTEND A MINIMUM OF 6"ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM.............................. ............. .......... ........... . ...... ............. ........... ............................................ r HORIZONTAL SEPARATION OF 12"TO THE SLOPED PORTION OF THE ROOF. Circuit Breaker -)3 * -T r VC 5Xx14'T MALE IN CASES WHERE IT 15 NOT r- TO THE RESIDENCE ROOF,A VENT PIPE MAY BE PIPED 3/41 NYLON PRACTICAL TO VENTTHE SYSTEM ...................................... .................................................................... ADAPTER WITH&6KET (Extra co TO THE mponent if �.A 60 LA* ....................................... ....................................... ............ PIAGBOR .n N� INDOOR5 AND LOCK KASIER :::. 2-D Oiol 0 EXTERIOR 51DE OF THE RESIDENCE AND TERMINATES A MINIMUM OF 0"ABOVE 157RAorz. THESE F :� I Alarm Beacon OUTDOORS OWT5 CONTROL PANEL VENT LLJ MAaOR necessary,such as GROUND PIPES SHALL BE L06ATED A MINIMtM OF 3'FROM ANY WINDOW OR DOORKAY AND W5T TERMINATE ................ .... iMA610OR............... AN NEMA 4X ENCL09JRO LU& WITH A CARBON FILTER DEVICE.ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2'. ................... ..................... ........................................ U PVC,HOSE HARE discharge pump) 2 912#01-117 IN 13. ALL ADAPTORS,RISERS SAFELY SCREENS,AND LIDS 5HAL-1-BE MANUFACTURED BY PoLyLoK OR x FITTING BUILDIN& 5C+EDULE bo N F2 rl M5 rb r, 40 LjW I MAC-122OR- I EGVAL. PONER PANEL PVC CONDUIT MACbOR A�j Pressure PROVIDE CONNECTION 1.4 C.FM NO FIELD 14. DIRECT 131RIAL OF ELECTRICAL AND CONTROL WIRES 15 PROHIBITED. ALL HIRES SHALL 13E ENCASED MA08M MA64OR 1 #12 1 :12, 2 411b IN%*MIN 56H.40 PVC,,CONDUIT. 3/41 PV6 SOW14PT DETAILT' 1-2CO4 I-POLE 15. THE OWr5 IN5TALLER 514ALL PROVIDE EITHER A 20-AMP CIRCUIT BREAKER IN5117E THE DWELLING Xl=MEY`T.BUTLER.FrE. $126 ELECTRICAL PANEL OR,INSTALL A SUB-PANEL IN AN EASILY ACCE55113LE LOCATION. 0 CZOWL A* 20A MAIN ELE TAW C44EOTION BREAIa3Z9 IN 1#12. 1#12, Ib. INVERT ELEVATIONS ARE ESTIMATED. THE OKT5 INSTALLER CONFIRM ELEVATIONS PRIOR To 0 Vxa W.45 5/2.18, 2WA 25f3h3 304W 35/5DD NO SCALE BUIL01% #126 #126 6ON5TRUCTION AND NOTIFY THE DE510N ENGINEER OF ANY DISCREPANCIES. V41 PVC P01�11ER PANEL------- rl. THE OW5 INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR To INSPECTIONS BY THE E146NEEP AND PRESSURE KPa/PSI J AIR5GDH5. GOMPR 15. ALL MATERIAL,WORKMANSHIP,INSTALLATION PRD,-EDURE5 AND MAINTENANCE OF TRAFFIC SHALL 13E DIIPLEX ISM OVTLET IN5TA1LW PERFORMED BY THE OWT5 11,15TALLER. IN HEATHERPRDOF MLOSURE 14. OWT5 INSTALLER SHALL BE RE5PON51BLE FOR ANY AND ALL MARK OUIT5 FOR ALL UNDER6ROLM UTILITIES AND SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED THROU THE PROJECT FIN15HM GRAPE (51HOUT f4 ROJEf, Z: in .g NELDW JDINT FINAL CODE. JZ 20. FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE FOLLOHIN6 REGIJIREMIE�ARE FULFILLED Blocks FUJI CLEAN ONE LINE DIAGRAM TO THE 5AT15FAGTION OF THE ENGINEER,560PW,AND 56DI-15. O LA Terminal PROVIDIED "I �i u (1014,11ECTION ADAFTER F TANK KMI STATE,COUNTY AND LOCAL Ilk 21. NOTE:PROTECT ALL ABOVE AM BELOW 6RADE WIRING, CONTRACTOR SHALL BE RESPON51BLE FOR COMPLIANCE HrrH FEDERAL,5 Pvrl com SAFETY GORES. W, Blower Hardwire RUN IN PVC,CONDUIT,SCH 4Q MINIMUM. RISER No%AX 22. NO(ON5TRZTION SHALL COMMENCE UNTIL A PERMIT TO(ON5TRUGT A WASTE DISPOSAL SYSTEM HAS LL Line BEEN ISSUED. Pvrl COVIIJIT AIR LINE V) > LOOK 23. OHIT5 INSTALLER TO COMPACT AREAS DISTURBED To 115%PROCTOR DENSITY 1(36 IN BELOW GRADE, 114 12 IN.LIFTS MAX). "lip ELECIFWAL ;11 ­0 FLOAT 24. OWES INSTALLER SHALL SUBMIT ALL INSURANCES TO THE OWNER PRIOR To COM ��F WORK.PLOAT AM i�K MENGEMENT( K. C*M :X1131 F C42nlw Wiring Diagram IM ii ALARM EFFLUENT D_ OM SEALAIRL/ IF,/I i rZ 4 FLOAT PUMP SWITCH 25. OWTS INSTALLER WILL BE RESPONSIBLE FOR RESTORATION OF ANY AND ALL DAMAC7E TO ANY W Al WW GRADE AS REQUIRED BY AGENGIE5 HAVING JURISDICTION,AT NO ADDITIONAL COS PVC,1HREAOM FRESSM AROUNID PROVIM TAW STRUCTURE OF CZ I TO THE OWNER.SNITCHT 2C)i KAU ADAPTER PEFMCM OF PENETRATION Horn ON51TE NA57-NATER 26, OK175 INSTALLER SHALL EMPLOY ALL SAFETY MEASURES INCLUDING%EETINC7.AND SHORING To THRE" Z VISUAL BEK,0N Elm DETAIL 'A' TREATMW SYSTEM PFWSSW ARCtW I PROTECT EXISTING STRUCTURES AND PEDESTRIANS. PERN,VM OF ASSEMBLY DETAIL Float Alarm 21 OHIT5 INSTALLER SHALL V151T THE SITE,REVIEW ALL OON15TRIJ6-11014 DOGUMENTS PRIOR To 5UBMITTIN6 THFEVS R15ER GONNIECTION Grounding THE BID. No Watertight Block if) LD CI NO SCALE VA SYSTEM 28. OHTS INSTALLER SHALL INFORM THE ENGINEER FOR ANY OMISSIONS AND OR DEFCIEN6IE5 AS SOON LU tit CI CONTROLLER AS THE OHIT5 INSTALLER BECOMES AWARE OF IT. FA5M PANM TO Fittings AND ALARM 24. OWES INSTALLER SHALL(OORDINATE THE WORK WITH ALL AUTHORITIES HAVING JURISDICTION. T., FROPO-qD W FRAME, Al� 30. OHT5 INSTALLER SHALL VERIFY ALL FIELD C0NOIT1ON5 AND DIMENSIONS PRIOR TO PROVIDING \-Z N6 510 SEE DETAIL,T1415 ON& "Fo L U \3 PROPOSAL. U_ W CONTROL PANEL FIELD F17 AND OUALITY OF WORK 5ATI ACTOR,(To . 1. ... 31. OHT5 INSTALLER SHALL BE RESPONSIBLE FOR r OR 5F 44 INLET FIFE ­:., &.." .9 - ..4 W NEMA 4X U_ SGPPH,5GDH5,AND THE EN61NEEP. No ALLOWANCE SHALL BE MADE ON BEHALF OF ANY ERROR OR =n /-RI5ER(TYP) IN :Af Incoming Air NE61LECT ON THE PART OF THE C42CRALTOR • Neutral Block '.. -A N, Power In 5:2. OHT5 INSTALLER SHALL NOTIFY THE 5CDH5 4-8 HOURS PRIOR TO THE INSPEY,-TION. F Ilk 6RAioe OUTLET PIPE C) Pressure Tubing AIR CZIMPFIY56M ---------- > MLOSURE KIM61! FIN L 14AP �) efi oLvrnET t www.dignetnytcli.com COMPACTED ffl.EGT FILL TO AIR LINE TO EV EVVED -tY Z lz or #-7qqE 1181 I.Com </ &LONG ISLAND (for other states) TAW LDS. I ATE D: yg of NEW CITY VA". 11.com ;T,()N UBE 20A BREAKER TREATMENT TAW FROM Eluifbiw,Pw PANEL '\../>/Ai _6ROW SLIRFACE SLOPE Alarm Panel shall be: 6RAPE TO SHED WATER FROM OFLEXIBLE COUPLIN& A, in a well ventilated area as m POWER LINE TO FLOAT �15 ve dry and protected from 800-272-4480 811 AIR LINE FOR ALARM V21 MIN.COMPACTED C445HED elements as possible y law,excavators and contractors working in V in as close of proximity to For safety reasons,homeowners are strongly STOW BRIMS,STOW TO MID USE 15A BREAKER the five boroughs of New York City and Nassau encouraged to call as well whein planning any PAGE: SEAM OF TANK CAL1,11FACTINS SEE PETAL W DETAIL 'BN FOR FujiMAC Blower as possible (PONER FOR COMPRE55019) NOTE, and Suffolk Counties on Long Island must type of digging on their property. IN 6-WAI Lim THROV6H TAW ��11 BLOKM MUST BE RAND WIRED contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at L THRMW RISER COINECTION tj CNTRL gg I/ wired by qualified -it '-r' -.5', C14) PANEL -C CONNE(TiON DETAIL5 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the electrician MAC, WRII'AIR BUXER (excluding weekends and legal holidays)prior national call before you dig number.For N. ................ to beginning any mechanized digging or excavation work completed on personal (70 DEEP MINIMM STOW BEIM" ✓ in a location that allows 6'THK P.C.EQUIPMENT SLAB excavation work to ensure underground lines property,it is the contractor's FUJI ETU M A'-Y2'DiX 5150NE,LEVEL TO WITHIN unencumbered access for CONNECTION DETAIL - (5EE MrAll,TH5 DWQ are marked.Excavators and contractors can responsibility--NOT the homeowners-to tV(PORE,AFT NO SIDE To SM FLEX13LE CaRM HEETIM ASTM COX STANDARD nk 3 y also submit locate requests online,through contact DigNet.Having utility lines marked 0 UM 10 FMW HM 6rM.E%STEEL BqM ELOHM /�IPR�iED PL.PAD inspection and maintenance IT IC.If you do not currently use ITIC,please prior to digging is free of charge. SPZ INSTALLATION DETAIL CONTROL PANEL AND BLOWER SCAM NOW SMMT NEET1116 AMM 0WSTANW405 SEE DETAIL THIS activity PROPOSED BLOWER TO BE MOMED ON 941 FRAME OR EMAL,SEE PIT.THIS call 1-800-524-7603 for more information. CE VIED To COMM C5401 W'YL SEALANT MODEL No.MAC80RII NO SCALE ci V ODI ul MAI 2025 of 3 ZONINO APARP or-tsrrFALS 10 " 9 � § 116o I Control Pane[ WiringDiagram "�'' 3 a ° - 9 NOTE: TIE VALVE sflouLD�THE HI6Nl POW,HATER , , ,,, ,PROP, � Factory Wire p DRAIN BACK TD THE PUMP TANK AND TD Model VCOM-S1 RO =_ .Fieldwire s Y GLFANOUT AND os� XI 11N6 E�RADF UO 61=0MAT TO PREVENT f ZING. Hygrosccrplc Merrlbrane TS 0 Alternate Field Wire eta AIRwAYAVENUE - DI5TAl HEAD PORT r ', IV4'DISTRIB)TION H?IPE, p 4 .Audio Alarm, VAC +I _ AL -Alarm Light SUTHERUN,OEGGON - :r "_'_, As =Audio silence Switch 9�aT9 sotz Sf.�FI4D PVG TEE NOTE: PLACE DISTAL PORT __- ON EXPO I ' Control Circuk l3reaker O N5 N) �, , cc6._ I TO - ., ,is gFsc�lm ott�G� p FL ON EQUALIZATION PROCEDURE: . PH?W�7E I OF -Fuse,120VAVIA TELEPHONE: __ ABLY AT END OF - I. INSTALL GL.EAR PIPE ADAPTHZ, i.... „ ;�., t M - a -r,� ,.',:.*•.t R<S VVIE ORIFICE EMW PER ZAL t G PRL l PCa-Pump Cl�r Breaker (SMI3a8-9W -- MAIW10LP FOR FL.U5HIN6 /'` -__-= 2. OPEN ALL VALVES, " .: "`''1t uF. '� x2 x1 : PSA-Phone Line SurgeAffeste► (54t1459.4aa9 '`---_•\� r5•C+140 PVG PIPE f -��' 3. TURN ON PUMP AND NOTE FiEVATION OF WATER IN 0 1 x ! w` LW7 ""Fled Orifice .......................................... PSA • __ R i.Power Supply Cord(24VDC) wEasITE: O "� FLOW / EACH PIPE. w �: ` _ ^ - 9 ::� M •ATRTU-tD0 p �. = ?l cr d Ori ice 5*11cl z :- A2 Al TL -Terminal LinkCotrtroAer www.arence.com O I I 0 4. EQUALIZE HE16HT FOR EACH WITH 6ATE VALVE AT � d i U_ ,1114�, -1 TR -Transformer 120-36/18VAC '` /-' START OF -' r _ .. ;..\ _ °'';, LATERAL. Q 1 i tz; "' �<<<;t., w marts `"`__= PLAN �IW PLAN �I�W ,_ 5. AFfi EauALIUTION,TURN OFF PUMP AND REMOVE �' = ♦- =r�atnre 5011 atcvor — `lllllllllllllllll1 . F I '—" l i 'ITC:'.i: AE)TO N O / Pr,.t ds, :iiv k HT r- r, ,` , r -s;t' s .r r:,,1 (Fled Flll =Heater PIPES. CLOSE VALVES AND REINSTALL GAPS. _ ( ' Plower Light VGOM1 CONTROL PANE, SUi40 PVG kF� '"•� ' ' ' '^'; �^ .. ;'ll 9 % _ i 2 t TrtixigmtstVe Gore PRL .Pump Run Light N'fODEL VGOM FBI I?O 6RA17E TO : :: _ ❑f❑ ❑ ❑ HX}4 (D03� 5bz Dot b SA -Su Arrester MANIFDh PIPE , ,.: L:,. • t ) I LW LWp 1 2 3 xH J, T62 Surge (5F5 WIRING DIA, 3 DIVERT RUNOFF t--3q,►"11DE<I4A1"'` '�'''• L L L THIS DNB) I s�EQUALIZATION/ 6Ei0MAT v p� �t_. ...:.-' ° 1 i i 6ROIIND WATER Gt - t?emote Alarm Connections " THROTTLE VLV IN L30X I.O'DEEP x 5l WIDE _ a ❑ u- PLASTIC R15ER W/ H`� ' 0 �D11 Dig D13 D14 DIS DIB 0I7 D18 RET RET 4YD : GAP ,-, (UPON EXPANSION) z SEE SITE PLAN FOR LATERAL 1 ,o „ t2 13 ,a ,5 ,s 1e �TB1 r�;7� o WATERTIGHT GAP F GEOMATQUANTITY,LOG.LB46TO/PATH0rer,co Model GLEANOUT d LEACHING SYSTEMS La Lad TR EsRADE TO DIVERTM � , AHw a equrv. RUNOFF THREADED ADAPTER DISTAL HEAD N o .1 I14 13 Note:1 i SVAC signal is present PORT l r t r) �R Ttpical Grol Section �], : Options' : alarm cond tiorta. F1 R rA to PSGPL: I ; 5(.H4O PYG GATE VALVE -Not to Scale- N t°V (�V . I x, G xi . Terminal Block Types SCM0 PVG PIPE FROM a- I A For VCOM-S RO PLASTIC RISER W/ z " HAT operation description, PREE FIELD ° 5 t ._----____. r HATERT16M GAP is — ❑ see d a ng no. Standard surge "BIN-CF>-0OP-a98". 5Ui40 5C�H40 PVC Pf� - _ I p PVC 6ATE VALVE LATERAL.OtTER TO = T 1 m BASIC,DE516H PAHZMETERS : Li L2 NIANIFOLl7 ' Tim 6F•OM!`,T DETAILS) Q REMEMBER TO FOLLOW THESE DESIGN PARAMETERS WHEN DE516NING AND IN5TAL11N6 6ECJMAT: IM M Power Wiring Options � PRESERVATION OF THE NATIVE 501L BETWffN TRENCHES AND M MIMIZIZ ITS DISRUPTION AND COMPACTION 9 P �-jj I DURINS GON5TRllGTION 15 E55ENTiAL TO MAINTAINING 501L 51RLCTURE AND THEREFORE WATER AND GAS T, T2 ._ _. ;_ _� Ormard Two One Circuit PIPE —�O PRESr�URE PIPE 5EGT I ON tLi MOVEMENT IN THE SOIL AROUND TIE TRENGE5.FOR THIS REASON,GON5TRI OTION 6 TO BE TRENGH-BY-TRENCH : TL ; ; 11 : ,,',,`,;. I �tDD WHEN POSSIBLE L NLE55 A G33 5AW LAYER 6 UTILIZED AS,A BASE,AROUND AND GOVERIN6 THE 6EOMAT. r o , 2 3 4 S $ N N1 I I :Pe, I. .. I ,,,:. - -`,, 10 6DE516N MANUAL FOR 6EOMAT PRES5URIZED 5HALLOS DRAIN FIELD APPLICATIONS-SUFFOLK C0XrY,NEH YOW-- ----- -- : : , , Q1 t0 20 0 !0 2e - — : '- - - 4 O , - NOTE:THE VALVE SHOIAD -PAGE T OF 15' �� 5EGT1 ON= EE THE HISH POINT,WATER: ' tea. : i = rJG - BOTTOM OF TIE 6EOMAT SHALLOW(b-15 MGFE5 BELON EXISTING AND FIN15H 6RADE5); : I arrangement diagram, i--- '------ : i : 0 @ 0 I �, �-, `\ IN THE I SEPARATION TO THE 5EA50MAL H6H WATER TABLE I5 3 FEET,UNLESS OTHERN5E APPROVED, H40 PVG PIPE For fioa SHOUD DRA BACK TO Ph" �drawing no a,..,, i a a, � i a a, a ? `""� PUMP TANK AND TO 6EOMAT SEPARATION TO IMPERVIOUS LAYER SHALL BE 4 FEET,LNLE55 OTHERWISE APPROVED; Line "EDW-FA+S-34". Cortnsis Pu Neutral Controls Pump Ground i I . E / O ` / TO TO PREVENT F ZING. i DO NO OVER-DKEEP THE 6THE MOTH OF THE OR(DEPTH OF THE LATERALS DRAIN F ELD TRENGHE5; In Neutral Ll i : ' I [,-:. PROVIDE FOR LA DRAINAGE AND MAINTENANCE ACCESS; E H : : ..:: i I . '.. : :::.: • AVOID WORKING SOILS THAT ARE M015T OR,i:, ADE r; " I! WET BECAUSE THEY CAN fA511Y SMEAR AM1 COMPACT; 6R Telephone Urn Com petton From Main Power Panel -0 i ? 0 a i....._ V 5CARIFY THE DRAIN IELD BASE WELL BEFORE IN5TALLIJ6 COMPONENTS. �ce,� t t 5 VAC,,Phase,00 Hz. E 6e0Mlat 3 IN$OX t r r r) �t�-�i--t Main disconnect d�' Q Wirer. a GL E/1Na�r O WHEN FIRST REVIEWING A 5ITE AND DEVELOPING A DESIGN,P05MOR THE 6E-OMAT LATERAL5 PARALLEL TO 6ROUND U I Jt., provided by others- Z ro g Ivulire - r Distribution Pipe AND D15TAL ' SURFACE CONTOURS 1",EAIEVLfiR POSSIBLE.THIS WILL HELP MAKE IT EASIER TO KEEP DRAIN FIELD BASE �IZA-n�( PI �GT5 POLY PRE55URIZI�Xf'ORT ELEVATIONS UNIFORM DE516NN5 PERPENDICULAR TO A SURFACE GONTOLR WILL MEAN THAT THE DOWN 6RADIERT a� ,,5 Pump,Hp. �� � � Use one Wire nut to conned the pump Traisport Pipe � HEAD PORT PIPE TO LEAUfIN6 FED 1 pl, t and controls carcuit lueakers together /THROTTLE LIFT END OF THE DRAIN FIELD TRENCH WILL BE 5HALLOW-PLAGED,WHEREAS THE UP GRADIENT END WILL BE MUGH Ororco Model with the ktcoming Lt power line.Use Orfka Shield IN VALVE BOX (NO PERFORATION-'I'll UA.NJ DEEPER. Connect phone line to ATRTU•100 another wire nut to conned the pump vA-� STATION WrTHIN REASON,SMALL FREQUENT D05E5 OF EFFLUENT TO THE 6EOMAT ARE PREFERRED OVER FEWER LARGER RJ-1 t jack on phone line NOTE Motors rratst have Factory default. and controls neutral Mocks together BOX Fdbrlc� DOSES;FIDWEVER,REST/RE-AERATION INTERVALS MUST ALSO BE PROVIDED FOR 4-8 DOSES A DAY IS MOST surge anestorfrlSL Piker. kttemal overload protection wire as shown. with the incoming neutral line. COMMON.PUMP CHAMBERS%MD BE DE516NED WITH FLOAT 5HITGHE5 CONTROLLIN6 H16HH HATER ALARM,PUMP „_�� ON/ORT,AND LOW WATER/RJ7JIJNDANT OFF,AN EVENT COUNTER 15 REGOMNifNDED.N P055IBLE.F THE PRESENCE OF � m EDVY-wDS 148 6E0MAT EXCAVATION REQUIREMENTS .. :'.' ., .;,:: ",::r Matenals of ConStruefil Rev.9.0®tii21/t8 \ 0 EMM -� PROPEOMAT M AESAL TRENGt(ESALLGR,£MA1T�1 IMPRAIN LN015TUMEDL(GAL,7FIE ENTIRE LEACH AREA O OR OTHER T Q� n / r r MMAAT'BE EXCAVATED ASNECESSARY,BAGKFILLED KITH A SUITABLE SAND FILL aX H AS A5TM G-33 SAID TO THE ONE INS DI,�L GiZ/�M ­ll ?_r , •°; %. OE516N ELEVATION OF THE BOTTOM OF TRENCH AND THE GEOMAT CONSTRUCTED AND IBAGKFILLED IN 633 SAND. yTU W. ssy ` / 6'MIN PRE TENT ALE: NONE TRANSPORT LINE$ N � � 55URIZED 5Y5TEM GENC-RALLY TIE EFFLUENT TRANSPORT PIPE FROM THE TREATMENT UNIT TO THE 6EOMAT 6 h"TO 3'SCHFDUI.E 40 r - FJ>dosure W Iesistarttfil ,TypQ 4x YIP 6ti� - — �' PVC PIPE.THE ACTUAL PIPE SIZE HILL DEPEND UPON SUGH FACTORS AS DISTANCE,PUMP HEAD,SCOUR VELOCITY, ^ / _ ales C O MST DETAIL GO FRICTIONAL TO THE AND DBIRED PRESSURE T`THE DISTAL ORIFICES.H E TRANSPORT PIPE SHOULD BE SLOPED i-+"■1 w SmSeries _ EITHER BACK TO THE PUMP BA51N OR TOWARD THE 6EOMAT TO DRAIN THE LINE AFTER EACH DOSE.M SOME � i.� m IF Latch sudem steel 6EOMATRIX 5Y5TEM5,LLG GASES IT MAY BE BETTER TO SLOPE THE TRANSPORT LINE IN BOTH DIRECTIONS.THI5 SHOULD BE DONE TO O 114 MILL ROCK ROAD EAST BUILDINS PREVENT FREEZING IN GOLD WEATHER.AN ANTI-5I'HON DEVICE SHOIFD BE USED W}IERE ANY CHANGE OF � m }- X PR"ES5UR I ZED 5Y5TEM SAYBRnoIc,GT ob415 APR_I(,ATI OF THE PUMP CO MAY OCCUR.K-PA MANUAL FOR 6EOMAT PRESSURIZED SHALLOW DRAINFELD Applications General 860-510-0730-PHONE APPLICATIONS-SUFFOLK COUNTY,t,W YORK-PAGE 8 OF 15 ,Z X Specifications t36o31O-o135 T�� DISTRIBUTION MANIFOLDS AND LATERALS � W LL- OrencoO S-Series Simplex Control Panels control single pumpsin Orenco®S-Series Simplex Control Panels are electromechanical Longitudinal Gro55 5eGt I on (I of 2) 888-SOILAIR-TOLL f � 1/ p 6EOMAT DISTRIBUTION MANIFOLDS ARE TYPICALLY h"TO 3'SGH[7)IJ1.E 40 PVC.DISTRIBIIT'IDN LATERALS ARE ^ z effluent sewer(STEP)systems,onsite septic systems,and for pump panels for controlling single pumps.Standard features include an Fe tttn Sp:c ifi INF0@6E0MATR 1XSIY5T�,GOM TYPICALLY I"TO 2'5GHEDULE 40 PVC,51ZE WILL VARY DEPENDING ON DE516N AND 511TE GONDITION5. SGAi._E: NONE HY446EOMATRIX5Y51EM5LOM D15TRBUTION LATERALS 5WULD HAVE FLOW EQUALIZATION VALVES INSTALLED TO PROVIDE EQUAL FLOW OF control into conventional gravity sewer systems. Automatic/Off/Manual(Auto/Off/Man)toggle switch,controls circuit Height In.(iTNit) 11.5(292) [Q < O EFFLUENT TO ALL ROWS WHEN 6EOMAT LATERALS ARE AT VARYING ELEVATIONS.FIAHJ EQUALIZATION VALVES �Y1 US breaker,pump circuit breaker,automatic motor control operation,and Width,in.(mm) 9.3(236) ARE OFTEN INSTALLED IN THE PUMP CHAMBER FOR EASY OPERATION,PROTECTION FROM DAMAGE AND t�-1 O an audibleMsibie high water level alarm with auto reset.Specifications PREVENTION OF FREEZING.A DI5GONNECTMfIROTTLE VALVE SHOULD BE INSTALLED DOWNSTREAM OF THE FUMP TO LL ¢y, a On tN LATERAL FILE SIZES ARE TO PROVIDE THE HI SIDLE SGOURIN ^' for standard and opti al features are listed on page 2 Deo.m (mm) 5.4(137) TI4RO AND 5HH)T AND ORI OFF W TO 1}E 6EOMAT PIP LADED 6FIE5T POS G Q t•L- '" .'-�— "' _r .11 All$ S1 panel ratIrW 120 VAC,1 hp(0.75 MM,16A,1-phase,60 HZ VELOCITY IN THE LATERALS,TO MINIMIZE ORIFICE CLOGGING,AND TO PROVIDE AS,EVEN DISTRIBUTION OF O y - control panels 2Q AG controls CI(CU WASTEWATER AS,POSSIBLE.HOWEVER THI5 PBO RE5 THAT TE TRI ATNENT 5Y5TEM OPERATE AT THE SIDM IFED Q rleS have a it h' breaker.S1 aneis have a 120 VAG ump circuit breaker, - ,, S2 panel ratings' 240 VAC,3 hp{2.24 kW)16/1 1-pill 60 Hz PERFORMANCE STANDARD OR ORIFICE CL0661NG GAN RESULT.WHEN 501L AIR 5Y57EM5 ARE UTILIZED,THE . 3 k ' _. .. y...::::.: p p ORIFICE HOLES SHOULD TYPICALLY BE I/8"'TO 3/Ib'. x while 52 panels have a 240 VAC ump circuit breaker. "Purrrp molars used alnt these Aanels require hrterrrs!overd RrrAfectian. of NEW YORK CITY $QQ-272-4480 811 DL516N5 SHOULD ACCOUNT FOR A MINIMUM OF 2 FEET 9traVet OF DISTAL MEAD AND A MAXIMUM 0>F b FEET AT THE DISTAL 'r s :. :::. & LONG ISLAND Ell)OF EACH 6EOMAT 1215TRIH311TION LATi32A1. m .. l - *­­�, *G.-", `, q,. All S-Series panels can be used with both mechanical and www.dignetnycli.com or www.call811.com (for other states) DL516N SOFTWARE FOR PUMP,LATERAL LINE,TRANSPORT PIPE,MANIFOLD,ORIFICE SIZE AND ADDITIONAL HEAD r T , �i!, ,;, - : ' ^_ mercury float switches. 1 '^"' `" LOSSES lS AVAILABLE BY ENTAILING REQUEST TO INFOOOEOMATRIXSY5TEM5.GOM , 15n.. ,. I., '3• s .' '' 'f Lasted UL-508 and cUL-508 GE-listed versions of 5-Series BASED ON THE SYSTEM DESIGN A 5H3RIE5 OF ORIFICE HOLES ARE DRILLED DOWNWARD(51.X O'CLOCK POSITION)AND �' ^ B law,excavators and contractors working:n the five For safety reasons,homeowners are strop I -� ,�.. ' i -- , per , Y 9 9 Y SPACED AGGORDIN46 TO THE DOSING REQUIREMENTS OF THE SYSTEM.DURING GONSTRLNGTbNfFABRIGATION OF THE FT 1 - : . : # < boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type DISTRIBUTION LATERAL A NEWi514ARP DRILL BIT SHCiJLD BE tl�EU TO ASSURE AS,5M00YfH AN ORIFICE AS, 1�1 v I els are available. Counties on Long Island must contact DigNet, of digging on their property.Homeowners can ti • "" s ..:: .'......I� i�55181E.ALL DRILL SHAVINGS AND BURRS MIF�T BE REMOVED FROM THE PIPING WITH A SLUG AND/OR BRUSH. ~� ll,l1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling ,.„ - 6EOMATRIX 6E06tJARD3 ORIFICE SHIELDS MUST BE INSTALLED OVER THE ORIFICE HOLE5 AND 6L VED IN PLACE 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For WITH FVG PRIMER AND SLUE.,1 prior to beginning any mechanized digging or excavation excavation work completed on personal property, O�Na w S SBtles STmpktxConW f�B d(S1E7MCT 0 w> ) Standard Models 5U-EDULE 40 PVC OR SWEET ELBOWS OR TWO 45 DEGREE ELE'OW5(ALSO CALLED TURI'(UPS)SHALL BE AT TAGHED ENC3INEER: 35B'xl2'h I EW-M work to ensure underground lines are marked. Aso online, it is the contractor's responsibility-NOT the TO THE D15TAL END OF EACH 6EOMAT DISTRIBUTION LATERAL TO FACILITATE SETTING AND MEASURM DISTAL and contractors can also submit locate requests online, homeowner's-to contact DigNet.Having utility S1,S2 P.C.D1 ADMAN W through ITIC.If you do not current) use ITIC, lease call lines marked prior to digging is free of charge. HEAD,MAINTENANCE AND INSPECTION,A STANDARD NINETY ELBOW SHOULD NOT BE I�BEGAL15E IT WILL 9 Y Y P P 99� 9 9 OF N (v UFTIN6 R� PRE55MIZED SHALLOW DRAINFIELD REQUIREMENTS PER 1-800-524-7603 for more information. INTERFERE N1114 MAINTENANCE ACTIVITIES.THE OPEN END NPWARD END)OF THE TURN IV NEEDS TO BE CL05ED '�� PUMP DISCHARGE CONTROL PANEL ,° I, , ,< O SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY OFF WITH EITHER A BALL VALVE OR THREADED PL%OR GAP.THESE TURN UPS AL50 SERVE AS DISTAL HEAD P �Y e �"o 5T4 ARDS FOR APPROVAL OF PLANS 4 GONSTRUGTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES PORTS FOR MEASURING AND 5ETTING DISTAL HEAD ON THE GEOMAT LATERAL5 �, �/J 'P < �� DATED: DEGEN1BER 2q 2Oi7 TRENCH SPAGINH6 AND MAXIMUM LENGTH >� � e!� � FLOW THE MINIMUM TRENCH SPAGIM6 514ALL BE TWO FEET ED6E-TO-ED6E IJ U55 APPROVED BY 6C-OiMTRIX AND BIFFOLK `n SG A!E NONE � RW COUNTY DEPARTMENT OF HEALTH. e � Ff2ON'i I:TU BASIL TO LEACH FED MAXIMUM LATERAL LENGTH,WITHOUT A SUPPLY T.5H=NOT EXCEED FIFTY FEET.ACTUAL LEN5TH5 HILL VARY "`,"_\ W BETWEEN DE516NL5 ANHD ARE ACGLT'TABLE AS 1.ON AS,THE MINIMUM TWD FEET OF DISTAL HEAD IS PRESENT. �RE���GONGRETE I. PFESMZID SFW10W DIRAINFUM PSD'S)ARE LEACHING 5Y5TEM5 USED ONLY IN CON.UNGTION WITH AN VA OWT5.P5D5 ARE 8. DRAINFIEL35 AT DIFFERENT ELEVATIONS t ZONED DRAINFIELDS: DESIGN MANUAL FOR 6COMhT PRESSURIZED SHALLOW DRAIN FIELD APPLICATIONS-SUFFOLI CgJNTY,NEW YORK G� ,;t y_"- 5Fy4A6E EJECTOR REQUIREMENT5 PER < e ANTI-1�OATATION GaJHrER WEIGHT A. SITE CONDITIONS MAY NOT FACILITATE IN5TALLIN5 DRAINFIELD TRENCHES OR ZONES AT THE SAME ELEVATION.IN THESE SITUATIONS,VALVES -PAGE 4 of 15 �` L SUFFOLK COUNTY DEPARTMENT OF H�ALIId SERVICES DIVISION OF ENVIRONMENJTAL QUALITY INTERMITTENTLY PRESSURE POSED,U51%A FRO6RAMMABLE CONTROL,TO TRENL'HIE5.TRENGHE5 BOTTOM5 ARE TYPICALLY NO MORE THAN 15' GAN BE USED TO PROVIDE UNIFORM WASTEWATER DISTRIBUTION.ALTERNATELY,ORIFICE PLATES MAY BE USED TO HELP EGIJALIZE FLOW TO 0A /'3 4 93 5TANDAR05 FOR APPROVAL OF PLANS AND CON5TRLGTION FOR 5EWA6E DISPOSAL 'PLAAN Y11 � BELOW FIN15HED 6RADE,BUT SHALL BE NO MORE THAN 30 BELOW FINISHED GRADE t HAVE A MIN.OF b OF COVER ABOVE THE I FACHIN6 TRENGHE5 THAT ARE NOT AT THE SAME ELEVATION. DRAIN PIPI n C011 ,, �n P� STRUCTURE.IT 15 RREGOMMENDED THAT A PSDS BASAL AREA BE IN THE NATIVE ORIGINAL 501L WERE APPLICABLE DRAIN FIELD COVER 5HALL BE A MINMUM OF b"UNIFORM COVER DEPTH OVER THE DRAIN FIELD RESULTS IN ` - , C�i.' SYSTEMS;FOR 51N61 E-FAMILi RESIr7ENGE5 B. ACCESS PORTS NIJST BE IN57A11ID AT THE LOCATIONS OF ALL VALVES,LATERAL ENDS d ORIFICE PLATES. DATED: DEGEMBER 24,2011 2. L"LA6TIENATE R SHALL BE DI5PER5ED THROUGH A PVC,OR HDPE 015TRIB MON PIPE NETWORK. C. CAREFUL ATTENTION 5i O,11-0 BE 61VEN TO DRAIN-BALK WHEN PLACING TRENGHE5 OR ZONE5 AT DIFFERENT ELEVATION5 SINGE UNEVEN GON 515TENT OXYGEN TRANSFER TO THE ENTIRE SYSTEM. THE FINAL 6RADE OVER AND AROUND THE DRAIN FIELD -_._.. 3. P1M FOR USE OF THESE LEA( 5TRUGTURE5/5Y51D 5 MUST BE PREPARED BY A W5 LICENLSED DE516H PROFE5510NAL. DRAIN-BACK MAY OVERLOAD ZONE5 OR TRENGHE5 SHOULD DIRECT STORM WATER SHEET FLOW AWAY FROM DRAIN FIELD,WHEN BA(,KFILLIN6 THE SYSTEM, „EF•Fl T.BUTLER,P.E. 5-llq 51+Pv�6E EXLTOR'.'aY5TEM5 OFE460 34'GA KElM 4. PSD (FI6i�f5 W 4 20� 4. PUMP,0I5CHARISE A55EMMY 4 TRANSPORT LINE SPECIFICATIONS GON5TRUGTION 5TARX-5 GAN BE UTILIZED TO HOLD DOWN PIPIN5 COMPONENTS AND MAT,BLT 1NEY SHOULD NOT A.ALL 5Y5TEM 5HOU.D BE DE516NE-D TO FLON BY 6RAVRY.ONLY Ill ABSOLUiELY FMBWAA LID W/55.BOLTS, a. P505 TYPICALLY HAVE A DOMELIKE COVERING MADE OF 12-INCH DIAMETER PV(,PLA5TIG IRRIGATION PIPE(PIP),OR HIGH-DENSITY A. P5D'5 REQUIRE DUAL R�)NP5 URLE55 THE 5Y5TEM 15 DE516NE0 TO FLOW BY GRAVITY IN THE EVENT OF A PUMP FAILURE OR IF THE P5D PENETRATE THE TOP FABRIC. CARE SHOULD BE EXERCISED TO KEEP A MIMM)M OF b"OF COVER MATERIAL OVER - Q OFOW NTEiZNAL SPLICE THE 5Y5TEM BEFORE OPERATION OF LOW 6ROUND PRE55URE EUPMENT. EXCAVATION EQUIPMENT SHOULD NOT NECESSARY'SI40lJLD PUMPS BE USED. IN Sl1GH CASES,THE SEWAGE EJECTOR SYSTEM Mt017Ei F3-246 BOX,MOM SB4 POLYETHYLENE(HOPE)PIPE GI)r LENTHWISE OR ADS N 12 IB 5T OR AN APPROVED£D111VALENT(SEE FIGURES 18 d Iq).OPEN BOTTOM SYSTEM 15 MAINTAINED AS PART OF THE VA OWTS O4M GONIRAGT. EXCEED 10 P51. Ti1RNIN6 EXCAVATION EQUIPMENT ON TOP OF THE 6EOMAT SHOULD BE AVOIDED.TAKE CARE TO "I SHALL BE DE516W D BY A.LICENSED PROFESSIONAL By61NMR AND PLAN5 M 15T 13E 6RAVELLE55 CHAMBERS APPROVED BY THE DEPARTMENT OR L15TED IN THE NY500H RESIDENTIAL ON51TE WA51B�ATER TREATMENT 5Y5TEM5 11. HIGH LEVEL ALARM SHALL BE PROVIDED. NOT OPERATE EXCAVATION EQUIPMENT IN THE SAME LOCATION AS THI5 CAN COMPACT THIS REGION RELATIVE TO REVIEIll AND APPROVED BY THE DEPARTMENT PRIOR TO CONSTRUCTION. IV'Q VISaVil £E ASSEM&Y, DE516N Ht5OOKA APPENDIX G MAY BE 601,61DERED AN APPROVED EQUIVALENT PROVIDED THEY ARE NO WIDER THAN 3q". A. WITH A DUAL PUMP SYSTEM,THE H16H LEVEL SHALL ANNUNCIATE THE ALARM t START THE 5EGOND PUMP. OTHER AREAS. O O P B. MNMLM�A SHALL.INGLUD6 MODEL ffl/1258 INTERNAL-SPLICE BOX b. 5UPPORT BAR5 SHALL 13E USED ALONG THE TRENCH TO PROVIDE A LARGER BEARING SURFACE THAT KEEPS THE THIN EDGE OF THE DOME(PIP B. WITH A 51N6LE PUMP SYSTEM,THE HIGH LEVEL SHALL AMC THE ALARM. THE AREA DIRECTLY ABOVE AND ADJACENT TO ANY SEPTIC DRAM FIELD 94CUD BE PROTECTED FROM HEAVY �T I. DUAL PUMP SYSTEM WT H EASY ACCESS AND REMOVAL;WITH A LOGKIN5 COVER TO MODEL_5B4 ONLY)FROM DIGGING DEEP INTO THE INFILTRATIVE SOIL SURFACE. III. DUAL PUMP 5Y5TE%SHALL HAVE AN ELECTRONIC,CONTROL TO ALTERNATE PUMP SELECTED A5 LEAD PUMP, VEHICLE TRAFFIC AiD EXCE55 WEI6HHT LOAD5 BEFORE,DURING AND POST CONSTRUCTION. THI515 E5PEGIALLY h4 � � � 6RADE(REFER TO SEGTICH4 5-111 OF THI5 STANDARD). FLOW,FT?OMi FLOW TO LF�4GHINfi FIELD c. P50 DISTRIBUTION MANIFOLDS 5HOULD 13E 1.25 TO 2" IN DIAMETER,t D15TRIBUTION LATERALS 54M 13E I TO 1.25"IN DIAMETER. IV. PUMP SYSTEMS SHALL BE DESIGNED FOR FREEZE PROTECTION. IMPORTANT WHEN USING GEOMAT. GEOMAT SYSTEMS ARE LOCATED GL05E TO THE GROUND SURFACE AND 2. HIGH LEVEL ALARM NTH INTERLOCK TO ANNUNCIATE UPON 5TARTUP OF SECOND PUMTP. � d. ORIFICE HOLES 5HALL BE 13ETV EEN I/8 INCH 4 3/I6 INCH IN DIAMETER.ORIFICE HOLES 5HALL BE MADE IN THE TOP OF TIE D15TRIBUTION A. PUMPS SHOULD BE SIZED TO PROVIDE A MIN.OF TWO(2)'OF HEAD(if.PRESSURE)AT THE DISTAL END OF EACH DISTRIBUTION LATERAL IN THEREFORE SUSCEPTIBLE TO DAMAGE AFTER CONSTRUCTION. V z is) 3. FLEGITRONIG CONTROL TO ALTERNATE PIJNHP SELECTED AS LEAD PUMP. ON ALL NBI C06TRt1GTi0N.IT 15 RECOMMENDED THAT THE PROPOSED DRAIN FIELD LOCATION BE STAKED AND l �l TIRAN5POIRT LINE TO DRAINFU33, LATERALS.EVERY FIFTH ORIFICE ALONG TIE LATERAL 5HALL BE DRILLED FROM THE BOTTOM OF THE PIPE 4 OUTFITTED WITH AN ORIFICE TIE P, FLA66ED/FEN!✓ED TO PREVENT ENCROACHMENT DURING HOME GON15TI;1GTION. IF VEHICLE ENCROACHMENT 15 ~ 1 1 4. FR=E PROTECTION. FIELD INSTALL 6ROMMET,MODEL 6125L SHIELD TO ALLOW DRAINAGE AFTER A 005E t TO PREVENT LATERAL FREEZING IN GOLD WEATHHER. B. CONSIDER ALSO HAVING LE55 THAN T'OF RF51PUAL HEAD TO AVOID LOUD HI%IN6 WHEN THE EXPECTED TO BE A PROBLEM AFTER CON5TRUGTION,50ME 5TRLCTIRE,SUCH AS,6AJZIDEH TIMBERS,RAILROAD � _L O I 5. REFER TO 5E6TiON 5-114 F FOR ELEGiR16AL REQTINT5 FOR CONTROL PANELS,PUMPS, 4 M�EW INSTALL e. TYPICAL ORIFICE 5PAGIN615 EVERY 15 TO 24'TO BEST DISTRIBUTE WA5TS4ATTR TO THE Fill SURFACE. SYSTEM 15 PRESSURIZED.MOST S�VIGE PROVIDERS DO NOT HAVE;INSTTKNT5 THAT MEASURE MORE THAN D'OF RESIDUAL HEAD IN THE FIELD. TIES,FENCES OR WALLS SHOULD BE USED TO PROTECT THE DRAINFIELD AREA. THE DRAIN FIELD AREA 5FVJLD Q Q Z Q ETC, ORENW FLOAT ASSEMBLY,MODEL MF 3P21F5 f. ONE(I)INCH DIAMETER BY FOURTEFK(14)INCH LONG SGHEIDULE 40 PVG SUT'PORT PIPES SHOULD BE USED TO SUPPORT 114E DOME 4 PRESSURE G. P5D 4/OR PUMP MANUFACTURERS MAY PROVIDE PUMP GALGULATIONS FOR IHDNIDUAL DE516NL5 4 REQUIREMENTS. EtE FREE of DEBRIS AND PLANTED WITH+GRASS.IMPERMEABLE MATERIALS AND STRNIGIUR£5 SHOULD NOT B£ 6. 114E Pl1MP STATION SHOULD BE INSTALLED FOLLOWING THE SEPTIC TANK OR I/A OWTS F7PE,MODEL YIN ONMI6H HATER ALARM PIPE.THE SUPPORT PIPES WILL ACT AS A SPREADER DEVICE TO PROVIDE A 6REATER BEARIN 5URFAGE FOR THE DOME.THESE SUPPORT D. PUMPS DOSING P5D5 FOLLOWING A NON-TIMED-D05ED 5Y5TEM SHALL BE WIRED ON THE SAME ELEGTRIGAL GIRGUiT AS,THE VA OWT5 UNIT. INSTALLED OR STORED OVER THE DRAIN FIELD,TREES AND SHRUBS SHOULD EE KEPT A MINIMUM DISTANCE OF TEN E..( m I D UNIT. IN GA5E5 WERE THE PUMP STATION 15 INSTALLED 131 FORE THE SEPTIC TANK OR I/A t PIPES 5H4aW BE 5PA ED APPROXIMATELY FOUR(4)'APART OR WHENEVER A DRAINFIELD COVER JOINT OGGUR5. e.THE DISCHARGE ASSEMBLY IN THE DOSING TANK SHALL BE PROVIDED WITH A GIEGK VALVE;A MECHANIC D15G0NNEGT FROM THE PUMP TO (10)FEET FROM THE DRAIN FIELD UNLL�A ROOT BARRIER 6 UTILIZED. ROOTS FROM(NEARBY MOISTURE LOVIN6 O OWT5 UNIT THE PUMPS SHALL BE 6RINDER TYPE 5B,IA6E FLIMP5 AND ALL EL.EGTRIGAL ORENGO PUMP BASIN W: LOW WAl/CANT OFF SGH 40 PVC,OR EMIVA.LENT SWEEP ELBOWS SHALL BE ATTACHED TO THE DISTAL END OF EACH P5D LATERAL TO FACILITATE MAINTENANCE 4 THE D15GHAR6E A55EMBLY,REACHABLE WITHIN 12"OF THE FINISH GRADE;4 A VALVE TO WDRAULIGALLY SEPARATE THE CHAMBER FROM TREES SUCH AS HILLOH,BLACK LOGIN AND RED MAPLE MAY CAU5E PROBLEMS KITH ROOTS CLOGGING DRAIN COMPONENTS SHALL BE F-41O5ION PROOF AND CONFORM TO THE REWIREM1TIT5 FOR yr/PLOW INDUC.B�, 9 INSPECTION.A 5TilARR0 q0'ELBOW SHALL NOT BE USED.THE 5k,EEP ELBOW END SHOULD BE 6LO5ED OFF WITH EITHER A BALL VALVE OR A THE PED• FIELD LATERAL ORIFICES. 6REATER SETBACK DISTANCES ARE REGOMI,Ei�ED FOR I-E5E TREE 5FEGIE5 WITHOUT � Ir- 0 ~ � W CLASS, 1,DIV15ION I,AND 6R0)P D OF THE NATIONAL ELECTRIC CODE. MODEL PB246M ORENGO H16H HEAD PUMP MALE THREADED ADAPTER 4 THREADED GAP.THE THREADED END SHALL ACCOMMODATE ATTACHMENT OF A RESIDUAL HEAD MEASURING f. IF TT4E TRANSPORT PIPE NEEDS TO BE DRAINED AFTER EAGH PUMP EVENT,A WEEP HOLE(1/0)SHALL BE PLACED IN A LOCATION WITHIN THE 05E OF A ROOT BARRIER. MAINTENANCE REQUIREMENTS O LLJ r Q 1. PUMP 5TATION AND OTHER RELATED APPURTENANCES LOCATED ABOVE THE HIGHEST MODEL.PMOr OY D DEVICE, DISCHARGE ASSEMBLY THAT ALLOWS FOR DRAIN-BACK.SPRAY FROM THE KEEP HOLE SHALL BE DIRECTED AWAY FROM SENSORS t 5AND FILTER AND I/A OWT5 EFFLUENT 15 LOW IN BOD AND T55;HOWEVER OVERTIME,BIO 50LID5 OR SLIME GAN W RECORDED GROUNDWATER TABLE 5. ALTE'RNATE P5D 0OW16URATIM E MATERIAL SUBSTITUTIONS CONTROLS(FLOATS,TRANSDUGER5,ETC). ACCUMULATE IN 6EOMAT LATERAL PIPES AND ORIFICES AND CREATE UNEVEN WA5TF_YJMTfTR D15TPIEtMON ALONG W 0 Z I D < 8. Wi Had A 5EW,SE EJECTOR SYSTEM 15 APPROVED TO BE HNSTALL£D IN A DRIVEWAY OR -5TB:L LIFiW RW,S 0) a. THE DEPARTMENT MAY APPROVE ALTERNATE GONFIGURATIONl5 E 5UB5T ITUTION5(5UGH AS PRE55URIZED 6EOTFXT11 E TRENCHES t DRIP 9• IF THE TRANSPORT PIPE 5LOFE5 TOWAR05 A Fl HAVIN6 DISTRIBUTION PIPING AT A LOWER ELEVATION THAN THE MAX.WATER LEVEL IN THE THE LATERAL, TO UNGLO6 THE ORIFICES LOCATE THE DISTAL PORT VALVE BO)E5 AtT2 OPEN THE TURN UPS ON � z � O PARKING,AREA,THE UNIT`5HALL BE DESIGNED AMU/OR INSTALLED TO]WITHSTAND HS 20 IW16ATHONU TO THE P5D D£516N5 OUTLINED IN THESE 5T4AR35 PROVIDED THE FOLLOWING: DOSING TANK,AN ANTI-SIPHON DEVICE 5�D BE USED ON THE PUMP DISCHARGE ASSEMBLY OR AT THE HiGHEST POINT IN THE PIPING TIE END OF EACH LATERAL LINE, MANUALLY ENGAGE THE PUMP TO PUR6E ANY L005E SOLIDS. ONCE ALL OR H-20 LOADING AS DLfiIGNATED BY AASHHTO. �� SYSTEM FROM THE TANK TD THE DISTRIBUTION PIPING,TO PREVENT 51PHONING. NOTICEABLE SOLIDS ARE P 516N MANUAL FOR 6EOMAT PRBSURIZED SHALLOW DRAIN FIELD APPLIGATM- LLI 4. ALL SEWER PIPE PENETRATIONS E 114E SEWAGE E EGTCxR S,YS,l1�t BASIN SHALL BE � �CONCRETE ANl I-F3OATATION FLANGE: i. THE ALTERNATE DESIGN Mi6T BE SUCGE55F1ALY PILOTED AT NO LL55 THAN 11^LO(2)SITES IN SUFFOLK COUNTY FOR A PERIOD OF AT LEAST ^ Q O _ ■ • h. CHECK VALVES,ANTI-51PHON DEVIGE5 4 TRAP5 IN THE TRANSPORT LINES MAY PREVENT PROPER DRAININ6.IF SUCH A DEVICE 15 REQUIRED, SUFFOLK COUNTY,NEW YORK-PAGE 10 OF 15 N—( ELEVATION MEN' REC SSED E B 136 x 12 DEPTH TWELVE DI P1RNTH6. (,ARE MUST BE TAKEN 50 THAT THE LINES WILL DRAIN POSITIVELY.SHALLOW TRANSPORT LIMES(ABOVE FR05T DEF%SHALL DRAIN AFTER N G. Si`�°16E EJECTOR SYSTEM BASIN GONSTRUGTION R� FOR�: 24'DIA x b'EMBEUN�HT If. THE LOADING RATES FOR ALTERNATE GONFI6URAT10NL5 MAY NOT F_)CGEED TH05E SUCGE55FU11.Y PILOTED IN SUFFOLK COUNTY FOR A PERIOD OF PURGED,SHUT OFF THE P.W. A BOTTLE BRUSH(OF THE SAME SIZE OF THE LATERAL PiPFJ'ATTACHED TO A SMALL DRY NEll V SQUARE DEADMAN,1,124 LBS AT LEAST TkaVE(12)MONTHS. EACH D05E OR BE INSULATED,IF SITE CONDITIONS DO NOT ALLOW A TRANSPORT LIME TO DRAIN,THEN A 2-FOOT MIN.BURIAL 15 REQUIRED t FLUMBER5 SNAKE 15 THEN PUSHED DOWN EACH LATERAL LINE. WiTH THE BOTTLE M5H1 REMOVED,MANUALLY 0 I. PRE-CAST CONCRETE 5S^IAGE EJECTOR SYSTEM BA51N ORENCO TOTAL BASIN L3U01YANGY: 1,12q LDS,a 6'SUBNER510N TIT. THE ALTERNATE OE516N MUST HAVE 13EEN 51.CGE55FUlY DEMONSTRATED IN AT LEAST TWO(2)OiT-ER JURI5DIGTION5 WITH 51MILAR CLIMATE TO A 2A MIN,TACK BY 24A H117E EXITED R161D POLYSTYRENE PLASTIC INSULATION MUST BE PLACED ABOVE THE PIPE. E1�Al THE PUMP AGAIN TO FLUSH OUT ANY LO05E 50LIM IN THE LATERAL LiNE. TO INGREA5E THE FLUSHINI6 a. REINFORGED PRE-CAST CONCRETE BASINS,514ALL HAVE A MINIMUM GOMPRIE551VE ANTI-BU All(3'SQUARE DEADMAU: SUFFOLK COUNTY OR PILOTED IN SUFFOLK COUNTY'S INNOVATIVE 4 ALTERNATIVE 9E PTIG SYSTEM IDE14ONSTRATION PROGRAM, 1 INIBILATION 15 NOT REQUIRED IF PIPING 6 INSTALLED BELOW THE FR05T DLT'TH. ACTION AND VELOCITY,BEFORE AND AFTER BOTTLE BRU5HnH6,OPEN ONLY ONE EQUALIZATION VALVE AT A TIME. ~ � \Z N STRENGTH OF 3,000 POUNDS PER 5QUAR:E INCH(P51)AT 28-0AY5 SET, SIMPLEX DISCHARGE 3,2%L.BS(2l AT 6'BURY DEPTH IV. AN NSTALLATION MANUAL SPECIFIC TO TTE ALTERNATE OE516N OR CONFIGURATION SHALL BE DEVELOPED BY THE PRODUCT MANUFAGTORLR, j• PIPING FROM THE PUMP FLANGE TO THE DISTAL END OF THE DRAINFIELD LATERAL SHALL BE PRE55URE RATED 5GHEPAE(5GH)40 ALTERNATIVELY,A SMALL JETTER MAY BE LUD TO REMOVE ANY AGG1M)LATED 50LI35. � N 2 (3 o b. THE BASE 5EGTI0N15 OF THE 5EWAi5E EJECTOR SYSTEM BASIN(BOTTOM SLAB AND I FOOT PUMP BASIN DETAIL ANTE-FLOATATION TO EE GALGULATL32 BY DESIGN STAMPED BY A NEW YORK STATE PROFESSIONAL ENGINEER t APPROVED BY THE DEPARTMENT PRIOR TO ANY INSTALLATIONS. POLYVINYL CHLORIDE(PVG)OR EQUIVALENT. IT IS RECOMMEWED THAT TYPICALLY THE LATERAL LINES OF TK DRAM FIELD BE 5ERVIC4ED ANNUALLY.IF BEIN(6 W LL Ij v OF 51DB^IALJ�SHALL BE MONOLITHICALLY GA5T. USED IN GONJUNGTION KITH A PRE55)RE FILTER IT MAY BE POSSIBLE TO EXTEND THI5 FREaENCY. AN INDICATION l LL c. FLEXIBLE RIBBER SLEEVES FOR 1T-E INLET AMID OUTLET WALL PENETRATIONS SHALL BE �' NOW �`•��-BASED ON FEiD CONDITIONS b. THE DEPARTMENT RESERVES THE RIGHT TO REVOKE AN APPROVAL AT ANY TIME IF AN ALTERNATE PSD GONFI6URAlION PROVES TO BE k. THE EFFLUENT TRANSPORT LINE FROM THE PUMP TO THE P5D 15 TYPICALLY A 125 TO 2 INCH 5GH 40 PVG PIPE(OR EQUIVALENT). F-1 0 OF ORIFICE GLOGGIN6 I5 DISTAL HEAD PRE551RE INGRFA5IN(G BY MORE THAN 20%OR PUMP RUN TIMES INGREASE LL_ PROBLEMATIC OR SUSCEPTIBLE TO FAILURE. I. IN ORDER TO PREVENT SAGGING OF 114E TRANSPORT LINE DURING INSTALLATION,THE TRANSPORT LINE SHOU..D BE PLACED IN AN lh CAST IN PLACE AND SHALL GONFORM TO A5T M C-1(LATEST lREV151 ON). BY GREATER THAN 20%RELATIVE TO NUMBER OF D05E5. . - � N c. THE DEPARTMENT 514ALL MAINTAIN A LI5T OF APPROVED ALTERNATE P5D CONFIGURATIONS t 5UB5TITUTION5. UNDISTURBED TRENH BOTTOM(90 NOT OVER D16).TTH15 WILL PREVENT 5A661Ne AFTER BAGKFILLIN6 DIE TO SETTLING 4 PREVVENT I. THE SEPTIC TANK AND TREATMENT SYSTEM 9401J1-D BE PUMPED,MAINTA117f �QA�E�A TO THE r � O N O d. WHENEVER PRAGTICAL..,THE BASIN SHALL NOT BE LOCATED WITHIN 5ROUNDWATI3R.FOR 6. PSD 51ZIN6 4 LOADING RATES: FREEZING OF EFFUIENT THAT REMAINS IN SAGS IN THE LINE. IF THE TRENCH BOTTOM 15 OVER DUG,THEN A LAYER OF HA MINUS GRAVEL,OR REQUIREMENTS OF THE MMWFAGTURER AND APPLICABLE RESULATORYTEE1�'aP.`!1,�� U W IN5TAILATION5 THAT ARE PLACED WITHIN 6ROU1,10MTE7R,THE BOTTOM AMID 51DE a. SIZING OF THE P5D 15 TO BE BA5ED ON EITHER A PERCOLATION TEST OR 501L BORING USING THE M05T RESTRICTIVE HORIZON WITHIN THREi:Ill GRU5 W STONE,SHALL BE PLACID ON THE UW15nR5ED TRENCH BOTTOM TO BRING IT TO 5PEGIFED GRADE. 1A �j rfi, PORTIONS,UP TO 18 INil ABOVE HH6 4 ST RECORDED 6ROUNIDWATER ELEVATION,OF ORENCO LIFT STATION oRENGO NOTES: BELOW THE PROP05ED BASE OF TILE P5D.THE DEPARTMENT MAY PROVIDE GUIDANCE AS TO 51ZIMG t 6ROM WATER TABLE OETERMINATION5 rn. TRANSPORT LINES ABOVE THE FROST DEPTH SHOULD BE SLOPED EITHER BACK TO THE D051NG TANK OR TO THE P5D TO CLEAR THE LINE (� . L V I E �V E D BY O z THE UNIT SHALL BE MONOLITHICALLY GON5TRUGTED.IN GASES*ERE THIS 15 NOT BUOYANCY CALCULATION: O�,o PUMP SiNSIN HE16HT TO BE GUT TO FOR RETROFIT APPLICATIONS. AFTER EACH P05E TO PREVENT FREEZING IN GOLD WEATHER,OR BE INSLd.A1ED A5 DE56RIBFD ABOVE. I SEPTIC DO'S AMID DON'TS PRAGTIGABLE,THE 51RUGTURf SHALL BE WATER-PROD IF TO 18 INCHES ABOVE THE DESIRE LENGTH IN FIELD b. P505 SHALL BE 005ED UP TO A MAX.OF 025 GALLONS PER 5GUARE FOOT PER DOSE.PUMP MANUFACTURERS WILL USUALLY HELP PROVIDE n. LIQUID5 SHALL FLOW AT A MIN.VF..LOGITY OF T PER SECOND 4 A MAX.OF D'PER SECOND.THESE APPLY FOR P15GHARC-E A55EMBIJE5, N D0, ���� �.�N� _ _ z H16HC-5T RECORDED 6ROLWWATER ELEVATION AND LEAK TESTED TO EN5URE T16HTNE55 BUOYANT FORGE 6 RE51.�T OF AIR VOLUME WTHIN . PUMP 5Y5TB1 Dlr516NFD FOR DEMAND(DOSE PUMP CALCULATIONS TO ASSIST WI1N THIS DESIGN REQUIREMENT. TRANSPORT PIPES,MANIFOLDS 4 LATERALS.SMALL LATERAL t ORIFICE SIZES ARE REGOMMLl4DED TO PROVIDE THE HIGHEST POSSIBLE N _ Z Q PRIOR TO OPERATION. GONi•AINERS RUY IMMERSED IN WAIiR • CONSERVE WATER TO REDUCE THE AMOUNT OF WASTEWATER THAT MUST DISt'05ED/ - FLOAT 14116HT5 TO BE ADJUSTED BY DE516N c. FOR PIJR 06B OF THESE 5T4ARD5 ALL I/A OWT5 TO PREGEDE P5D'5 W5T FALL WITHIN ONE OF THE FOLLOWING GATE60RIE5: 5000RIN(6 VELOCITY IN THE LATERALS,THEREBY MINIMIZING ORIFICE CLO661N5,4 PROVIDING,AS,EVEN DISTRIBUTION OF WASTEWATER A5 W • REPAIR ANY LEAKIN6 FALCE75 AND TOILETS ����� _—- -!C � () 7 e. IN GASC-5 WHEN THE CONCRETE BA51H 15 INSTALLED IN 6ROUNDWAIER,THE DE516H • PUMp BASIN VOLUME: I.B8 6AlLONtS/INCH 1. CATE60RY I TEGHNOL-061E5: I/A OWr5 THAT HAVE BEEN CLAY�IFIF_D BY THE DEPARTMENT AS,MEETING EFFLUENT 5TtARD5 LESS THAN OR POSSIBLE. • ONLY P15CHARC-E BIODEGRADABLE WASTES INTO SYSTEM PROFE5510NAL SHALL 5UE�MIT BUOYANCY CALCULATIONS TO PROVE THE I-EIEHHT OF THE BUOYANT FORGE OF BASIN: . O�,O H�j LEAD PUMP TO BE 512M BY EQUAL TO 20 M6A_FOR BOTH BOO t T% t 5 M5/L FOR FOG. 10.PSD INSTALLATION SPECIFICATIONS: • RESTRICT 6ARBA5E DISPOSAL USE STRUGTTJRE(WITH OR WITH4OUT ANCHORING OR THE ADDITION OF BALLAST)WILL BE AT BASIN WF16HT ANT.VOL BUOYANTT FORGE,) V IL CATE60RY 2 TEGHNOL061FS: VA OWT5 THAT HAVE BEEN CLASSIFIED BY TIE DEPARTMENT AS,MEETING EFFLUENT 5T4ARD5 I F55 THAN OR a. THE Lt5GAPE OVER 4 IMMEDIATELY ADJACENT TO ANY PSO 5YSTEM MUST BE PROTECTED FROM HEAVY VEHICLE TRAFFIC t EXCESSIVE () LEAST L5,nw:5 MORE THAN THE HEIGHT OF THHE WATER DISPLACED.THE BUOYANCY A 6'5104al2510N= 1)2q I% • HEIGHT LOADS,BEFORE,DURIN6 4 P05TGON5TRUGTION.THE FFOP05F D OR POTENTIAL P5D LOCATION MUST BE 5TAKEP,FLA66M OR — ' DIVERT DOWNSPOUTS AND OTHER SURFACE WATER AWAY FROM YOUR DRAIM VrP r 111_£r/OUTLET E�ROMI"ET5 TO BE FIELD EQUAL TO 30 M6/L FOR BOTH BOD 4 TS5 4 5 M6/L HAS. KEEP YOUR SEPTIC TANK COVER ACCESSIBLE FOR TANK IMSPEGTIDNS AND PUNPIN6 r ����. GALL ATION5 SHALL BE:DONE USING HIGHEST RECORDED/EXPECTED GROUNDWATER TOTAL BUOYANT FORGE = 1)2q LB5 INSTALLED d. TABLE 13 CONTAINS HYDRAULIC LOADING RATE5 FOR P5D'S FOR BOTH CATE60RY 1 4 CATEGORY 2 TEGHNOLO61S. FENCED PRIOR TO GONSTRUGTION.TINDER NO GIROUM5TANGES SHALL P5D'S BE PLACED UNDER DRIVEWAYS OR PARKIN AREAS. L' NAVE YOUR SEPTIC TANK PUMPED REGULARLY AND CHECKED FOR LEAK5 AND CRAG " ELEVATION WITH THE MANHOLE EMPTY. � e. ABSORPTIVE AREA SHALL BE CALCULATED BA5W ON BOTTOM AREA OF TRENCH, b. P5D'5 SHOULD NOT BE INSTALLED OtRINI6 RAIN EVENTS OR WHEN 501L 6 WET BECAUSE THE 501L GAN EA51LY SMEAR t COMPACT, [( PRECAST ANTI-fl OATATION COLLAR(AS, GALL A P'ROFE%IONAL WHEN YOU HAVE PROBLEMS 2. NON-C,ONGRETE 513,JA6E EJECTOR SYSiT3N BASIN ANTI••B.JYANT FORCE -F. SETBACKS� SPACING SPECIFIC TO P5i75 PREVENTING ADEQUATE I215PER5AL. !J a. ALL WALLS,FLOORS,AND ROOF SHALL RESIST AN APPLIED FORGE OF 300 POUNDS PER 36'x 36"x 12'LDP SCiIAEZE GONG DEADNHAN Yr/ B�tU A. SETBACK TO 5TRUGTURE5 IMPEDINI6 6ROUNDWATER FLOW:THE INTERIOR FAGS OF ANY 5TRXTURAL OR L45GAPE RETAINING WALL THAT MAY c< EACH TIRENCH BASE MUST BE LEVEL.DO NOT OVER EXCAVATE THE WIDTH OR DEPTH OF THE INDIVIDUAL TRENGHE5. COMPOST YOUR GARBAGE OR PUT IT M THE TRASH ANTi-FL.OATA110N COLLAR!'EFTS AT INTERFERE WITH GROUND WATER FLOW,DOWN-6RADIENT FROM THE P5D,MUST BE LOCATED AT LEAST 10 FROM THE P5D. u-J Cn SQUARE FOOT({ ), 24'OD,x b'UP &15M H�NENT= ' d. EACH TPENG44 BOTTOM"T BE 5GARFIED BEFORE INSTALLATION OF P5D GOMPONENT5. ti b_ THESE STRUGTURES SHALL NOT BE INSTALLED IN AREAS WHERE THE 6ROIUINDWATER LEVEL 2"167 L85 -51 ON e. TO THE BEST EXTENT POSSIBLE,DO NOT REMOVE THE 501L BETWEEN THE TRENGHE5. CST' B. TREES 4 WOODY SHRUBS SHfALL BE KEPT A MINI DISTANCE OF TEN(10) FROM THE PSD. f. IF THE PRE5ENGE OF BOULDERS HEAVY ROOTS OR OTHER OB5TAGLES MAY MAKE THE TRENCH GON5TRUGTION IMPRACTICAL THE BASAL YOUR SANITARY ^ CAN RISE TO THE LfVR OF lI4E BOTTOM OF THE MANHOL.E(S)IJNL_E�iS,: BASK WEIGHT= 112q 1.85 ANTI-fLOATAl10N DETAIL TO BE � Flll?H SANITARY NAPKINS,TAMPONS,CONDOMS,GIGARETT£BUTfS,DIAPERS,WiPES AND SUCH PRODUCTS INTO x) H. THE STRlUG111RE IS MANUFA.GTIJRED TO AGGOMMODATE AN ANIGHORINIG SYSTEM. TOTAL AN I-BIWANT FORGE= 3,296 LB6 GALGUATB7 BY ID 5M PROFEYNO IL G. THE REQUIRED SEPARATION DISTANCE TO 114E GROUNDWATER SHALL BE 3'UHLLS,S 0114ERhLSE PERMITTED BY 114E DEPARTMENT T013E 2';THE AREA MAY BE EXCAVATED AS NFLE55ARY,BACKFILLF-D WITH A MAX.OF TEN(10) OF ASTM G-33 54 TO THE DE516N ELEVATION OF THE {� REQUIRED SEPARATION DISTANCE TO ANY IMPERVIOUS MATERIAL SHALL 13E 4'UNLESS OTHHLRWISE SPECIFIED BY PERMIT. SP3 Rr. 1.4E PE-516N PROFESSIONAL SUBMITS BUOYANCY CALCULATIONS. ANTi-FLOATATION TO BE GALCaAAT®?3/16E1D BOTTOM BED THE P5D CONSTRUCTED t BAGKFILLED WITH NATIVE SOIL MATERIAL. DUMP SOLVENTS,BLS,PAINTS,PAINT THIMIEP D(51NIFEGTANtS,PESTICIDES OR POISOt6 DOWN THE DRAIN. 01111111111111111111111110 D. THE MIN.TRENCH SPACING SHALL BE TWO EDGE-TO-EDGE. in. CALCULATIONS,SHALL BE DONE WITH HIGHEST EXPECTED GROUNDWATER LEVEL. ANTI BUOYANT FORGE D�5 NOYANT FORGE ON SPEGIFIG 511E C40tMIONS Q • DI6 IN YOUR DRAIN FIELD OR BUILD ANYTHIN6 OVER IT. IV. A SAFETY FACTOR OF 1.5 15 REQUIRED. BY A 2-42 SAFETY FACTOR E. THE MAX.WIDTH OF TRENCHES SHALL NOT EXCEED 3q"t THE MAX.LENGTH SHALL NOT EXCEED b0'. � , PLANT ANYTHING OTHER THAN 6RA55 OVER YOUR DRAINFIELD. RECEIVED • DRIVE OVER YOUR DRAINrELD OR COMPACT IT IN ANY WAY. ' vl of 3 MAY 1 4 2025 ZONING S()ARD()F AIpPEALS