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HomeMy WebLinkAbout1000-83.-3-2.1 (2) BLUESTONE ~1o~ pA~IN¢ ~TAIL ~'~A'" ~ ~.~ I ~ ~~¢~ ~.-~ ......... -- ........ NOT TO ~AL~ ~ ..... ~IVAT~ ~ ~ ~ '~ A~A OF ¢ITE, ~4,144 5.F. N,O. Nnt T~ ~,A/E ~ / ~ ~ ~ LB N8 AREA ~; ;~' ~ ~ ~ ~ ~ ~ EX. ADRIO. BLED B 500 PEET Od pROPE~ LINE ,~ ~~4~ ~ ~' , ~P~EP "~Z I~T~TI~ ';,' ~ ~ HPE~V OU A , I ~ ~ ~j ~/~/ ~ / / ]~TER 5E~V /~ ~" ~ ~f / ' 2~ FT ¢~ FL~ A~ ~THAN TAFT GO.IN Ill T[~ ~ILPINO * -O, ~ ~ ~ / I~O FT e~ FLOR %~ % % % ~. FT.~ I~0 FT/5P = APPLIOANT/OH~R~ -/ % ~ % ..... ~~}~U~R ~ ~ ~,m~ ¢ ~o~ 5ANITARY GYS H OALOUpATIONS. 2o ~o o 2o 4o ~o ~o Icc ~u ~ ~,,,, ~, ~O~LE FLOM ~ 5 I~T~LAT[~ /,i~ CR~ LOT A~A = ID~ ............... OHSK :~ . ,~ ............ - ............ - ~ o.qI~fADJLOT) ID~qAO(~LOT) 1~.~21~(O~) ~O ~T~ ~Y~']'~M g~ W~t~ ~HTO ~e~ ~E~. U~~DE~-.I~ AP~P LOT A~ - O.qlb EX~STI~ ~ILBJ~ 'A'; 'NINE TASTI~': 20 ..... /.x ~ ¢~lSH.~um',~.~. ........ /'/ / / ~'~ / F.d.~~ ........ (2) ~o'~ ~ a' ua UEPm ~% , / / AREA - 5n40 5a FT // / / m~OLD ~ BO~ D~ ~ · 0.04 ~ = 1~2 · / _ - ~ ' ' . · 242 ~ ~ ~P ;~ X [/ I 252 ~ (5ANITARY TOT~ + 50 ~ (KITOHEN T~A, = 252,0 ~ /// a ~fiod ~f~c (3) y~ ~m ~ ~e of ~puval ~ ~ TOT~ ~ILDI~ A, 2D2.D ~ R OERV 6E AND RPZ /// cod~ s~on /// ~llPl~ 151; I~Y 5TO~, IN~TRI~' (OD4 ~IN ~ ~APHIC GCALE Iii = 80--0 PROPER~f' LINE OEHOLITION HATER 5ERVIE, E EXISTIN~ HATER HAIN 5TOPJ'4 DRAIN PROP. TOP OP 6.OVER pROP. TOP OP ORATE TEST HOL~= FINISHED FLOOR ELEVATION P.FLEL = Slab Thicknsss TRENC, H DRAIN EC, TION (DEDIOA'I~D TO PROPOSED PATIO RUNOFF) ZURN pERHA-'I'P, ENCH TRENCH DP.,AIN DETAIL ~GHOI, IN hi/END OUTLET) FDF~ 6' DP, AIN 5YC~=H FLO '~RU NOPEL ~. Z~5, ,CRATE COLOR PER CLIENT - 5TI~GT~RAL COHPOCITE CHANNEL, HEAVY pUTT FRAHE W ANCHOR 5T~DC, CAST ¢RATE-CLA55 C HITH LOCKOON~5 AND ANCHOR TABS. - 40 LOND x 6" NIDE AND HAVE A 4" THROAT. - HODULAR CHANNEL 5ECTION5 5HALL DE HARE O~ HiDH DENDITY POLYETHYLENE (HOPE), HAVE [NTERLOCKIk~3 ENDS, AND A RADiUCED OOTTOH. - CHANNEL 5HALL BE pROVIDED W A DUlLY-IN I04% 5LOPE. ENLAR®EI? PLAN PP, DPODED 1RENGH DRAIN [NDTALLATtON (SE~ ,GHT 2 FOR lEI'AlU c'~CALE, I": ILO'' ,,/ COLLAR DEPTH 15 N~T REGUIRED HHEN RATABLE MATERIAL EXIST5 FOR PULL DEPTH, EAC, HIN POD NOT TO ~OALE www,dignetnycli, com . ~,LON~ I~/~P (for othor state,) / 800-272-44801 811 five boroughs of New Yo~ Ci~ and Nassau and en~umged Io ~l as well ~en planning any weekends and legal holidays) p~or to beginning number· For ex.ration ~ ~mplelsd on EX. ELEC. 5EPERATION DICTAN(_,E I~FGLi!P-.EPIENT~ FOP-. OTORMINATER LEAC, HIN¢ .5'I"RDC, TDP-.E-5 ANID PIPINg: HORIZONTAL SEPERATION DISTANOES POP- STORM pP. OF'ERT¥ LINE = lO' MINIMUM BUILPIN~ HITH E~ELLAP* = lO' MINIMUM BUILDINO~ ON SLA~ = lO' MINIMUM MATER SERVICE LINEJLATERALS/MAINS = IO' MINIMUM UNDER~ROUND UTILITES = D' MINIMUM SANITAt~¥ LEAOHIN~ POOLS = ;20' MINIMUM PUMP STATION = 5' MINIMUM eR, EASE TRAp = 5' MINIMUM MANHOLE = 5' MINIMUM PRIVATE HELLS = 50' MINIMUM RETAININ~ ~ALL.S = lO' MINIMUM FUEL STORAC-.~E TANK5 (BELOH ~ROUND) = 20' MINIMUM HORIZONTAL StEpERATION DISTANCES POP, STORH ~.AINASE NON-LPJ~C, HIN¢ STRUCTURES, MATER SERVICE LINES/LA'I'ERALSAHAINS = 5' MINIMUM UNI~ER(SROUND UTILITIE~ = 5' MINIMUM HATER SERVICE LINES = 18" HINIMUM SANITARY HASTE LINE.~ = I~'" MINIHUM 5TOP-.M [ P-.AINA E CALCULATION= VOL~V~: AREA x RAINPALL x 60EFPICIEHT PROP RAINFALL: 2'/HR.:O. IC'P ':iASPHALT' 60EPPIOIENT OP ASPHALT: COBTICIENT OF BLIESTONE = 1.0 COLTFICIL~T OF ROOF PROPOSED ACFHN.T PAVEH~T = 2,~5.4~ 5.F. x O.IST x 1.0 = '4~5.11 CF J:~ pP, Op ~1 PROF. 12,122~ 5.F, X 0.16"P X 1.0 = 2,024.52 CF PROP. PATIO 1 51DENALK AREA = 2,,559 5F r' PROP, 2..~5~ 5J=. x o. IST x LO = ~IB CE LDLDECTONE i EXIST. BL~ 'A' AREA = 5,5~ 5P ' 5r5(~ 5.F, X O,I~T X [.0 = q~.o CF EXIST. TOTAL VOLUF~. DLUECTONE 465.13 CF ~' 2,024.52. CF + ~15 CF + ~I~0 CP = 5,012,~ CF TL VOLb'HE REG~) bCE= (4) IO'~°X14' PEEP LEACHIkE' POOL5 VOLFSE PI~OVIPEP -" ~.~3152 CF EXICTINe 5,040 5E x 0.161' x 1.0 = D41.~b 6P EX. DRAINACE (2) IOex~' DEEP LEACHIN® POOL5 VOLUHE PROVIOED Br', McDONALD E, EOSOIENOE BOX 1(2OO 5OUTHOLD, N.¥. IIq-fl &DI-q&D-5(:E'/-/ PATE, HAY' 14, 2010 BROHN SILT EL. 825' -- B~N 51LTY 5AND (51'4) MED. 5AN~ (CP) NO ~HATER ENCOI~q'EP. EP AREA OF DIJILDIND KEY' PLAN ~-.)ALE, 1"=200'-0" ~IST. BUILDIN8 J ~ INDICATED) CU~ ('r'r P) F;ROPOSED PATIO EX. OENERATOR TO REMAIN HOLE' pROP, HOUSE OONN \ \ EX. HEL~ APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD EXICTIN~ BOILDIN¢ 61.03 \ DEHO EX. P.C, 5LAB \ (~DI CF) REPLACE \ BLUEGTONE TANK5 TO R~HAIN (TTP 2 PLCC) UDEO FOR IRRI~ATION I NG ANEP ~ROPOCEP KITCHEN ~l SANITARY HASTE COVER5 TO C:~J~E, FOR SYSTEM 5YSTEH INFO 5FF DH~ 5-1 OTONE PARKII'~ AREA HHERE INOICATED ×~ F AINAQE PROP. PAVEMENT AND RDOP DRAINAOE LEAC, HII,~ POOL5 (4) I0'~ x 12' Lldl. DEPTH I] SEP 1 4 2011 RA .TIAL 20 I0 0 20 O~APHIC SCALE PLAN / " / // / Label CalcType I Units Avg Max Min Avg/Min I Max/Min I~ AREA OF / .. ' / ~ / ~, ~ ~c ~.~o ~.~ o.o · · ~-*. ~, --x L~inaire Schedule . ,,, / , ~: ~ /. //~%2~ ~~.~ ~-~-~oo-~-~ ~.~o ~oooo ~. .o /.:.. /,~/ ~, . . .. ~.'.... ~ .. ' , ...'.'...v..',,~.'.-'..' , ~ GREENBRiAR WALL SCONCE · - / / < KEY PLAN ~ Maintained Footcandle levels at grade. ~ /'' .... ' / /~ / /,luoBs~.laadHiOunits / ~~ ~¢_~¢~ Total Project Watts = 1380 k / ..' / ,,~ / < . .. '. ~, I =200'-0" PATIO ~ ~' - ' ' EMERGENCY OPERATION. A ~,~ of . ~l ~L o~tion?o~de~nlrohtlngpo~Jtlon(iisted requlmemege~cy gh ngaong he optia,alpo~ca~onatelensisa~Jlable -Fo~ard~mw(~,,)andTyp, lll ~DGOVER X Il ~ ¢"6ALJPER(HINJ TEHPO~RY Bec ~acom.on~nsa,~o-,- arealsoavailableonsm~l, Allarehloh 5~CER ~ % II ~ I ~ ~,~L~ ~ount~d In ho'u~lnn and ~re~re~wlth peflo~an~e, full ~ut-off distflbutio, as .... ~~~ ~~ tomake~ringconn,ctlonskelimlna~d, fln~hlagprocess.~eDumGripfinish / I ~" ]F ~1 %¢ LAND~OAPF ' ([~ '~,m)l [ R 5K5 ~E TO I~DEGUATE LI~T LEVELS, THIS 15 NOT A ~COHHENDEP SPECIFICATION5 BACKFILL ' ' ~ LleHT LAY~T. IT 15 A D~leN BASED UPON THE 5~T~LP TO~ CODE - UA 4 27~5~60Hz)or347V(aOHZ),¢F me~llcsilve~andg~hlte. ~ I ~";"'""' PO~ TREE PLANTIN¢ (32'stadlnotempemture)andCWaB PHOTOM~RlCS-PleaseWmtourwebslte · ?~ . c US (~m~Lm~PEDWmR~ORE~PTPAmRm~H~4 mE~ 16 5 IL~O~TA ~E~' 5~LLY U LEAC, HIN~ pOOL PROp, ^SPHALT PP4VEHAI =AP, KIN~ AREA HI'ERE tt cPROP. BEL~I BLOCK~ ~ 0 NOT TOSC, ALE '"/0 ' MIN. '1 (OPTIONAL) ¢ . , / .... PLAN APPL~) ~, THIOK~ - ~T LES5 THAN ~". NOT TO 5GALE pAVEHENT EXTP, A 5TP, EN~TH FILTER RE,:a'D. P, IITHOUT HIRE MESH c-JJPPORT I0' MAX. C.C. ~ !,q[[~ 5UPPO~-T 8' MAX. O.C. 5PAC, IN¢ k,VO INIP, E SUPPORT STEEL OR ~,!OOD PO~T (TYP.) ATTAOH PILTEP- PADP, IC TO UPSTP-E. AH 51C'E OF: PO~T 3~" HICH POLE ~TEEL OR P. IO0O FLOI4 4" X ,6" Tf~ENOH 14/OOHPACTEP D/4" MIN. DRAIN ~ IN.~TALLATION 141THOUT TRENC, HIN¢ ~ILT FENCE 5HALL BE pi_ACED pARALLEL TO 5LOPE CONTOUR5 TO MAXIMIZE PONOIN~ EPPICIENC¥. INSPECT AND REPAIR SILT FENCE AFTER EACH 5TOPJ"f EVENT AND REHOVE 5EDIHENT H~N NECE'~SAR¥. REHOVEP ~EPlHENT 5HALL BE DEPOSITED TO AN AREA THAT HILL NOT ALLOH OFF-BITE TRAN$PORT. NOT TO SCALE DUILDIN~ MIRE OR TI,lINE '"'" I 2" X 2" STAKE5 (T~IO PER DALE) FILL CRAI2E TRENOH / ~ E~TTOPI OF ~ HA"/' BALE5 ~R. AINACE 5HALE BALE5 TO DE 5ET IN 5TAKE5 ('rcP), 4" TRENCH. ~EE 5EC, TION. CEE %EC, TION. ~ ~ NOT TO SCALE LINE / 5'f'I'"'IBOL LEE~END LEACHI~ POOL HJTH OPEN 6RATE LEACHIN.~ POOL HITH CLODED COVER (CAST IRON TO EXPANSION POOL (FUTURE) fo o~ CoN'rP. UGTION E DETAIL, ~IB PP. OPOSED PATIO I,~O ~ EXIBTIt'~ BUILDINi5 APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD 0 0 BUILDIN~D AREA OF !40RK KEY PLAN 50ALE: l"=200'-0" ~IST. E~JILDIN~ EP t pROpOSED 5TORH INLET PROTECTION PENOE AN~ HAYBALES, INDTALL ALON~ PROPERTY LINE AG 5HOHN ~EE DETAILS, THIS E -.OSION OONTROL PARTIAL 20 lO 0 20 40 &O 80 lO0 PLAN PAGE: 4 HOUSE CONNECTION NOTES: PlAMETER MAX. DEPTHI GAL/PT 5' I zoo 24' TYPICAL SINGLE GRF, ASE TRAP ~E, N.T.S. (PER 5.&D.HG. STANDARDS FOR APPROVAL OF PLAN5 AND CONSTRUCTION FOR SEHAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY P, ESIDENSEB) cO A HOUSE CONNECTION 15 DEFINED A5 THE PORTION OF THE GRAVIS( BEH~R LINE HHIGH ~NO5 FROH THE F~5 OF THE ~UILDING TO THE 5~DE DISPOSAL 5YD~H b) THERE 5HALL B~ A MINIMUM THO FOOT LENGTH OF 6AST-I~N 5E~ER LINE EXTENDINO THR~H THE FO~DATION, c) HOUSE ~N~CTION5 SHALL HAVE A HINIH~H D~A. OF 4 INCHES, UNLE~ OTHE~IBE NO~D. ~ NOT USED ~) HDUBE CONNECT[OMC 5HALL HAVE A HINIHUH PITCH ON ONE-~ARTER ~H DER F~T, fJ SLIP RING CONNECTORS OF THE PROPER ~PE SHALL BE USED AT THE CAST iRON JOINT, IF R~UJRED, A FLEXIBLE ~G GOUPLIND HITH 5TAINLE~ STEEL ~AND5 HAY BE USED TO CONNECT bAST I~N PIPE TO ~b HOUSE CONNECTIONS. TNE FLEXIBLE C~PLiNG AND ~AND5 SHALL GONFORH TO AS~ GIHD. ~ ALL HOUSE CONNECTION5 ~ALL ~E P~OVIOED ~ A CLEAN-OUT AT THE pACE OF THE ~LD~. h) HOOSE 6ONNE6TION5 5~LL BE STRAIGHT. THERE 5HALL BE NO BEND5 IN BE~R LINE5 TO THE BEPTIb TANK OR ~ASE ~P. IF BEND5 ~E U~VOID~LE, THEN THE FOLLOH~N~ ADDITIO~ CRITERIA ENALL APPL~, GREASE TRAP REQUIREMENTS: h DREASE TRAP (G.TJ SHOULD BE GLEANED 4~ HAINTAINED ON A REGULAR BASIS IN ORDER TO INSURE PROPER FUNCTIONING AN~ INSECT FREE LMUID DEPTH ~L.D.). HIN ~"/1' INV. 64,1q' IFl~-T PIPE PROPOSED SEPTIC AND KITCHEN RISER DIAGRAM PER S.C.D HO. STANDARDS FOR APPROVAL OF PLANS AND CONSTPJJCTION FOR SEHAGE SYSTEM5 FOR OTHER THAN SINGLE-FAMILY RESIDENCES DATED: JULY 15, 200b BACKFLOH PREVENTER INSTALLATION NOTE= I" RPZ - PLAN VII=IN RPZ INSTALLATION REQUIREMENTS: ZNSTALLA'r[ON$ NUST NEET ALL SUFFOLK COUNTY AND NEW YORK STATE REqUZREMENTS, I. CLEARANCES A. ALL ASBEMBLIE5 SHALL BE INSTALLED HITH A CENTERLINE HEIGHT FROH 30 JNSNE5 TO 60 iNCHES ABOVE THE FLOOR, ANY INSTALLATION AT A GREATER HEIGHT SHALL BE PROVIDED MITH A FIXED PLATFORM, A PORTABLE SCAFFOLD OR A LiFT MBETIN~ DENA STANDARDS, B. ALL RPZ DEVICES MUST HAVE AN I,~ INCH MINIMUM CLEARANCE BETHEEN THE BOTTOM OF THE RELIEF VALVE AND THE FLOOR. C. A MINIMUM OF 12 INCHES OF CLEAR SPACE SHALL DE MAINTAINED ABOVE THE ASSEMBLY. P. A MINIMUM OF DO INCHES OF 6LEAR 5PACE 5HALL BE HAJNTAINED BETWEEN THE FRONT 51DE OF THE DEVICE AND THE NEAREfT J,4ALL OR OBSTRUCTION. E. AT LEAST b INCHES CLEARANCE SHOULD BE MAINTAINED FROM THE BAE, K BIPE OF THE DEVICE TO THE NEAREST HALL OR ODST~4K;TION. THIS CLEARANCE MAY' NEED TO BE INCREASED FOR MODELS THAT HAVE SIDE MOUNTED ~5T COCKS OR ~,EUEF VALVES THAT HOULD BE FACING THE BACK HALL, F. TEST CODES MUET BE POSITIONED TO FACILITATE TESTING (¢0" NUN CLEA~-ANCE). II, MISCELLANEOUS OONSlDERATIONS A. ALL A55D"1BLIES SHALL BE ADEQUATELY SUPPORTED AND/OR RESTRAINED TO PREVENT LATERAL MOVEMENT. PIPE HANGERS, BRACES, SADDLES, STANCHIONS, PIERS, ETC,, SHOULD BE UBE¢ TO SUPPORT THE DEVICE AND SHOULD BE PLACED IN A MANNER THAT MILL NOT OBDTPJ~,,T THE FUNCTION OP OR ACCESS TO THE RELIEP VALVE, D. STRAINED-5 ARE RECOMMENDED PRIOR TO EACH BACKFLOH PREVENTIOIN ASBEMBLY ON NON-FiRE FIC~HTING HATER LINES. NO STRAINER lB TO BE USED IN A FI~E LINE HITHOUT THE APPROVAL OF THE INSURANCE UNDERHRITERS OR THE AUTHORITY HAVI[NE, JURISDrCTION. C. ALL ASSEMBLIES MUST BE PROTECTED FROM FREEZING TEMPERA~JRE5 AND IF INSTALLED HHERE TEMPERATURES HILL REACH IO0°P OR ABOVE, A HOT HATER TYPE ASSEMBLY MUST BE UBED, D. ALL ASSEMBLIES SM©ELD BE SPECIFIED AND INSTALLED HITH THE MANUfiAOTURER SUPPLIED RESILIENT SEATED SHUT-OFF VALVES INTEGRAL TO THE ASSEMBLY. E, HATER LINES SHOULD BE THOROUGHLY FLUSHED BEFORE INSTALLJND TH~ ASSEMBLY. MOST TEST FAILURES ON NE.,', INSTALLATIONS ARE THE RESULT OF DEBRIS FOULING ONE OF THE CHECK VA-VES OR THE RELIEF VALVE. F, ALL ASSEMBLIES MUST BE INSTALLED HORIZONTALLY UNLESS THEY ARE ,SPECIPICALLY APPROVEp FOR VERTICAL INBTALLATION. (REF. TECHNICAL REFERENC~ PHDd4), ASBEHBLIES SHALL NOT BE INSTALLEP IN AREAS CONTAINING CORROSIN/E, TOXIC OR POISONOUS FUMES OR GASES ~HICH COULD RENDER THE ASSEMBLY INOPERABLE OR POSE A SAFETY HAZARD TO PERSONNEL H. INSTALL A 5OFT SEATED CHECK VALVE IMMEDIATELY AHEAD OP THE RIEZ TO HOLP THE HEAVY DUTY AND LOCKING CAST IRON COVER TO GRADE HIM, 4"4~ 5DR 55 FYG PIPE OR F~AL, PITCHED ~ .......... J. ALL EXTERIOR DRAINS 5HALL BE KEPT FREE OF 5NOH DURIN5 HINTER AL-SO DRAINS CAN NOT FRONT VIEH iv, NOTUsEDK' ALL VALVE5 5HALL OPEN COUNTEROLOCKHISE (RIGHT HANDED VALVES). ~_ , , NOTION ' . JOHBO B[L IAN BLOCK [T IL NOT TO 5GALE V. INSTALLATION HITNIN A BUILDING THE INSTALLATION 5HALL BE PERFORMED BY A LICENSEP PLUMBING CON~?,ACTO~,. CONTRACTOR iS RESPONSIBLE FOR VERiFYiNG THE LOCATION OF ALL UNDERGRODND UTILITIES AND STRICTURES PRIOR TO DIDGIN& A. ABOVE GRADE iNSTALLATIONS, DJSCHARGE CAN BE DIRECTED TO FLOOR: OR DRAINS OR THROU®H A 51DEHALL ABOVE GRAPE VIA 50REENED LOUVERS, SCUPPERS, PIPE SLEEVE5 HITH FLAP VALVES, ETC., IN ACCORDANCE HITH THE DRAINAGE REGUIREMENTS. B. DELOH GRADE OR BASEMENT INSTALLATIONS: NOT USED. VI. CERTIFIED TESTING AND COMPLETED HORKS APPROVAL A. AFTER THE ADSEMBLY HAD BEEN INSTALLED, IT SHALL BE TESTEP BY A CI~RTJFIED TEBTER. THE DESIGNER (OR HATER SUPPLIER) lB THEN RESPONSIBLE TO CERTIFY THAT THE INSTALLATION HAS DONE IN ACCORDANCE HITH APPROVED PLANS; OR DESCRIBE ANY CHANGED OR SUBMIT "AD BUILT" PLAN5 A5 AFPROPRIATE. I. rNSTALLER SHALL NOTIFY OOVERNING AGENCY UPON COMPLETION CE HORK, 2. TEST RESULTS SHALL BE 5~JBMITTED TO GOVERNING AGENCY ON pR~5ORIDED FORMS, B, THE INITIA~ TEST P, EDULTS AND CERTIFICATION ARE THEN 51JBHITTED TO THE HATER SUPPLIER AND APPROVIK~ AGENT FOR 155UANCE OF A COMPLETED ~RK5 APPROVAL, DOH - FORM I01~ HAS BEEN DESIGNED FOR BOTH THE CERTIFIED TEST RE~3t)LTS AND THE DEBIGHER'S CERTIFICATION OF THE INSTALLATION, C. AFTER ISSUANCE OF THE COMPLETED ~ORK.5 APPROVAL, THE ASSEMBLY MUST BE TESTED AT LEAST ANNUALLY BY A CERTIFIED TESTER HITH THE RESULTS REPORTED TO THE HATER 5SPELLER. d~IJESTIONS OR COHHENTS: BPHSP@HEALTH.BTATE.NY.US <MAILTO,BPHSP@HEALTH.STATE,N¥.US> REVISED: AUC-UDT 2008 SECTION A \ 20" MIN i I DUHPDTERS ENC.,LOSUR:E SC, ALE, N.T.S, IHD~I~'~-~TRATION A VIRGIN TA OF 5ANP GRAVPJ. TYP. SANITARY LEACHING POOL (LP) SCALE, N.T.S, PLAN VIE54 APPROVED BY PLANNING BOARD TOWN OF $OUTHOLD LEACHIN¢ POOL ~L.PU DESIGN ~' CONSTRL~TION I., 2., AND D NOT UBED 4, THE MAX. PERMISSIBLE DEPTH OF A PRECABT CONCRETE LEACNIN5 POOL lB 25' FROM FINISHED GRADE. THE MIN. PERMISSIBLE RFP. DEPTH OF ANY L.P. SHALL BE D', 5, THE MIN. VERT. SEPARATION DISTANCE FROM THE BOTTOM OF THE L.P.'~ TO THE HNUHEST RECORDED GROUNDHATER ELEVATION SHIALL BE ~', ~. ALL L.P.'~ (JR, 5LABS, DOMES, COVERS, FTC,) 5HALL BE CON¢~d~TED OF PRECABT REINF. CONCRETE ~ DESI¢NED TO BE TRAFFIC BEARING TO MEET THE RE(SUIREMENT5 OF AASHTO H-20 LOADING, T. ALL L,P.'5 5HALL BE PROVIDEO HITH ONE OPENING HITH A MJIN. DfA. OE 20". A HATERTiGNT ¢ INBECT-pROOp ADJUSTABLE ~ LOCKING ~CAST iRON pRAt'dE ~ COVER SHALL BE INDTALLEP AT 6RAPE OVER EACH OPENING. B. EXTENSION COLLARS (CHIHNEYS) HAY BE USED FOR THE PUR!POBE OF BRINGING THE CAST IRON COVERS TO GRADE PROVIDED THAT THEY ARE FIRINEy AFFIXED IN PLACE. THE EXTENDrON COLLAR (CHIMNEY) SHALL DE OF REINF. PRECAST CONCRETE AT LEAST 24" iN DIA. ~ SHALL N[OT EXCEED 2' IN HEIPHT. q. THE TOP SLAB OR OOHE OF THE L.P. BEALL BE LOCATED A MAX. OF 2.5' BELOH GRADE, I0. ALL BEHER PIPE5 5HALL PENETRATE THE VERT. SIDE~ALL OP THE LP. ~ 5HALL BE BEALED NUTH GROUT. THERE SHALL BE NO PENET~TION5 HITHIN DOMED. INSTALLATION, I. L.P.'s SHALL BE INSTALLED IN CLEAN SAND (DEFINED A5 SP OR SH BY ASTM STANDAROB), 2, UNSUITABLE BOLLS 5HALL BE RE'HOVED ~ REPLAGEP HITH CLEAN 5AND POR A DIA. &' GREATER THAN THE LP. (THREE FOOT COLLAR) E>(TENDING DOHN ~TJL A HYDRAULIC CONNECTION IS ESTABLISHED HITH A NqN, OF (2 FOOT STRATOH OF ACCEPTABLE HATERIAL, ~. IN CASED HHERE CLEAN SAND CANNOT BE ENCOUNTEREP, A ~ESI6N FOR AN ALTERNATIVE SENATE DISPOSAL SYSTEM MAY BE RBE'~ IN ACCORDANCE HITH SECTION XXV OF THESE STANDARDS. 4. THE BOTTOM ,~ SIDENALL AREA OF TH~ L.P.'~ 5HALL BE FREE OF DEBRIS BEFORE BACKFILLING, 5. MIH. HORIZONTAL SEPARATION DISTANOES. A. BIJILDIN,5 W CELLAR ~ IOLO' B. BUILDIN5 ON 5LAB: IOLO'' C HATER LINES: IOuO" D. SUREAC, E HATER (HETL4S) = IOOLO'' F, PUBLIC HELL = 200LO'' & PRIVATE NELL = 150LO'' H. RET, HALL (HTRFROPF) = IOLO" J, U/G FUEL TANK5 = 20LO'' INLet of N WY0 GITY / 800-272-4480[ 811 S~olk Counties on Long Island must ~n~ type of digging K. O/~ UT[LITIE~ L. STORM DRAINS = :20'-0" M. CATCH DADINE, NQN-LEACHIN~: 5LO'' N. SAN. L.F. P. PROP. LINES = I0'-0" G. T,O. SLOPE = 25'-(Q" R. BLUFF = 65'-0" S. SEPTIC TANK: W-O" PIPE OR fimN/irr HEAVY ~ CAST IRON COVER5 TO eRADE R.ON LINE MALL ,l~ IN/I pT NOTES, I. CONCRETE TO TEST 4000 P.5,1 ¢ 2~ DAYS 2. REINFORCb~,IENT MEETS AS.T.H. A-615, AH85 5PEG5 D. ALL SANITARY PIP~ TO DE 4"~ 5DR D5 ~6 4 ALL PIPING INSTALLED UNPER DLD~ 5HALL ~ C~T ~N, AND 5HALL R~MAIN 6ACT IRON LEAVJN¢ THE D~ILDIN~ TO A DISTANCE OF 5~ ~Y FROH DLP~ PERIHETER I1 FROH TRAP SEPTIC TANK - 1200 GAL. (ST) rj '5- 5 *ALE, NOT TO 50ALE 0 F 5