Loading...
HomeMy WebLinkAbout1000-70.-5-42 NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: David and Allison Affinito SCTM#1000-70-5-42 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Construct+/-772 sf 2nd floor addition over footprint of existing first floor to remain(and adjacent to existing+/-858 sf 2nd floor to remain),with no demolition or increase in existing dwelling footprint; install stormwater drainage system to collect roof runoff,and establish a 10-ft wide,+/- 1,133 sf non-turf buffer to be planted with additional native vegetation adjacent to wetlands boundary,all as depicted and described on the site plan prepared by Jeffrey T. Butler,P.E., P.C.,last dated September 7,2023. (Note that proposed I/A sanitary system and related work located more than 100 feet from wetlands were previously determined to be outside Chapter 275 jurisdiction pursuant to Board of Town Trustees letter dated April 17,2023). 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 1675 Pine Neck Road, Southold 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wed.,Dec. 13,2023 @ 5:30 pm;Town Hall Meeting Room 53095 Main Rd,Southold You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. David&Allison Affinito PROPERTY OWNERS NAME: 220 Congress St.,Apt.6G MAILING ADDRESS: Brooklyn,NY 11201 PHONE #: 646-717-2772 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. e�n�w m q 55PARATIM TDISTAME R=_!ITLT!9N75 TIINL FffrLA1N5 BgADVAY HtOPLT,1®'FP FRATf P2�E7 LIMT OF Prd7POr� •11 rFa! FFw F'a -�HEN6 L 1.15' FOR STORMNAnE2 LEAlANUS A50WWATEOBr PROPOSED 6 BEDROOM SANITARY SYS: sFROerFOR TIE FLRIORlD FELMverL EOIP.EDD .!•r• ��•�� , •Yq g (11NTRDl PANQ.AFD 91-DI♦$L EM n.ESi 5F tDIF11RF rirl .\ 2� 5 ✓ EE5 AND REIMS(RESIDENTIAL). ENLo/BULTAR't4•T 10,2717 JOCKEY CREEK PROFDE®AHd7BIc 1TEA7FE9R RAR+f flt IFLB'TADIE caNiPu rA1H,NO6t RR EN ,fEOIE RfvRPAGiP1 LP5[YAR G.Tydl>%Ht Dw`FrRrIOMVwGTA,EO • • • Y PATtlN OFi FB''•fOId1 I-NT.ROAL1bN YT41m gETl IA91BNIBt TR'AT491T Alb fQtWPl PNB FOR LRr SMTW,L ,TV 1GMfD.Vm6R HLEPr M .'� -O 4 j��. HIM11E LIN:Alm AMAmr FRA1l NANBCSNFORY 519 A53w1 ADIE OLN mA+E sff MM ADDTIIOM1l lUn6E �..',� a� nviN•`^''1.4'4wa w'ar' wGX NhrLY"NNRC LN arti.i 0.N1lgu0Er i RftlIRC9.•9[i8�1 �Ntc^tE atL PaS•PJ .F�tYA�111Fb 0�`L.OI/RELIREFBII".� �6����• NP.n L - - - FROMM LIE-V MHMH FNmYDE bNn seRVlo:FRD•I MPX eECTaus P1AdI1FI65) �• Y '� -- BIIIDFHSXfrNCB1M•%MIUMIM OLIOBER A.SOMI Pert MOO&AWM OVATTT s6,a1 PROPOSED M'RU1E OEfNL',OY O65P9 NCOL ELt `. MUDM55 LII`IAB-5'HNMX C LERw RO+eeo W ALL LaNPOHIIS FtT111®SY ABT£MUSE O R •9t r.=VcL ql nm1MY N t%Yi Pb sl H'L't 'gyp! \\\ �n`BND INTHt SRV.UNFAAIERN.:VlNe6•dnN 889°47'40"L' FIKL HOLDS S79o52, ovs QA/DOR De+nR)N,vAmFSKaIR AbmLE A ISFEHMQEHR6H \•` - FIFp6O 13 NCRVALN0ILLOLA'iHIRBDiBr,AsxLLIF o _- ex'D AseaFFAT®Irr;;'.'. _ Lt1LER64LVD vn nEs=s'MNEMM 58.85' Km oocE E '"Ole D W " '°tiA BKO L]Dn 5 •`', 1'�'Q SANIIAWSEPnLTAht;WIMNIUF 41.15' Y1b°��'"�v'�ro�R�"�"L CONTRACTOR TO Ar3RRE, MAY SAN.LEACHING POOL=2D'HNtW �. y ZS rd to SVA5E3TOLTDra1tALTD a6 NFRONNNlBY XOOEL rA�3[F`SIL DEFIL® FurmhlC.Y ATCNK)RIMS 5Y5TFH FOR FTA P,W STATI •20 KHAN , 7 PEYBEI QD RMPJ.w N STAN A5 SY OR SN'PERA5TM51ACAR75 Its FOR THE PpDnR Rl t4lria rnl AwnP la K.9foa MAWOLE-xl'MNRW II K.,•if•1 FF•a �,} 1p F47TNLT AYAOEILe Rat IDTAnQRNDLALLRIAT[R RNRY3DSWLHlf 5f5,tM INSrNUTW .1B6T1•LF/aC1CR 5WVl�tlT-G'PlN6W OR [O x6E �•j �yJLG • PRIVATE F815.5o HNMH '" _ `` al. \ y9 MAIN HLLL5=DHNt4H R[N.Dr6y1 � '� ���.Jz K•1 RtDW�D PRE+J1Rl?731 AB56mTIO1ffD � (AMFE� ND r�°H�FAD{��'ZI �� G FUEL 5i0.^6E TANTS ft.Hi D)•20'MX r u IJ RW LITS H9ifAlllE NFi,CiBBLY W D6TN RR7 AREA OF 6RDIED DI571F�Ali'1= \ ATD T1108IAE ro EKNIHtOL AIYAYR EA let R FTR4M iD NYE tr •80IS LA1ENU NFRrnOFNT>iY tAfF00 SOFT.(0)9OLOt) •SEF LUOUnOLOE 5PJ E,Lpt� IEMNN(DA415F) g wAeRRMN w ..wTbNc°t eu-�. P z g. N@p F\ .wwrwY Nl tibrAil[fI DGrAIta 4c wvL �n� EA 2d R rO FEINn tj T>puNA6p FA! O �P t �a •NPnOE SPADE 9'R ASPM THEN Wt POUT NT3FN �o W (Wd SFJ 0 `M(p "P•a •YAMAN 6PADE 5'BH'OR EIU,TBIYWEfIDX70 ., PROPOF.ED LIMB[ROUN u nUTIES RAL` 416=s•11N M ' �K ai - pt u1Le+eaDAD U11unE5=s'nxMM rs RDVB6 EX15TIN57STORY FR DMELLIN6 g ,2nd FL ADDITION �A RO[BeAvt \ •• rAl9 ass) ASIWAL DMINRATDSBIIAOAR'Y [OCD Doc• N.stn.�5Fv .7101 DeSr PGR ayDM ' •16eArEN OF 5011 T]PANNOY SIRIH w M TO RET 2M R > \ fLTl2 5F) FON "�°g'E"®� p I LOCATION EwrasLTAREs,tuT lO.z)a 6t let R FODitRM TO REMAIN M�'tT SF) � B. NABITPHIE PROP b B®Rn (A ¢b \ IX]rd R 10 FERN I/DSb 5F) SP(NTD 31 FR8.IbD'ML) 4 Di NATBt�1N(E LNES=IFI'MINIM ��y.I gg�� .C' N Rv SMLEI R]�5 RP4 siATOR(I.y TIE LIE HONE NFARENT HEX I . G•Nnw walm UNE-5=b•MINIMUM 9 t1 EK 2 SN iR 046 6�ya �\ rc D. NLTA PROPO`JED 2nd R.ADD f_eTl2 SFJ I //// 9tr1 l0 SCALE a RBII.PL.MIIiLOA1PTLN FtJriff r°LOAnH+ALi B.RA+Di NA7G`ESWL a QCT.a,2M aAW FROPO•iIP b MDRDOM bI 9 I \ Rte FBwro -,I COKFR PNEL.MOIKI ON PROPOID H FE FFLELR 5-V Re-) E, \ O PROPOSED INNOVATIVE AND ALTERNATIVE �� a HILV1,51lW P STEDIDY9FOROETNL5Aw9FOYATLN S 89°47'40"E '� ABANDONMENT BY REMI?dAL. All a6D5F,FA16 a 6, / , _ u \ ANG, R ruD e>( A \I ON-SITE WASTEWATER TREATMENT SITE PLAN EV ST.St51EM TO ff naaNi»NED B1 fEMOYINE D 90 [R Td FL NIID VERGED ALL 1zBmwi�HM7�war[i eY A ucEtGED �3 : _ arA =I r mn B5 tTarsFt•4n PP9 rrrP,Pav 58.85' wm Dr r S 7 52' NNanALat A Q �t®F"R '- tlOw�a yycsm rPFE mAAvoe PVE > 13"E I vice,0 luR vena® T Ny o SnVATE AT: DAR NAVDBB N S W6m HA'LLETLFELTIK TIE EN VIE STRZ7UREM. r.gyY 4'DCIAbRTNTDt B>/tr 691MAT ONLY)HfRWam, " 4 3i,� t H'e n-F4s 41,15' W- FX NL. RMVNN ATD Ksn0 ; / DALIFILU%HIM 9MADLE SAID AM GRAVEL ''e °eRMn � b �.-T. � 6'} �0 1615 FIFE NECK RD SWfHOLD.NY GFH ZONE.IV fbOO GPD/AL) Lev WISY1LtE5 AfD 19040 06TALL IEVfl) F 1:8lB`il I aI NFFWY YRv MM6IAL,P10 fRJF0LLY COMPACTING. D- SLP wvas IT'. 2 I _ IYR CF"„'.,_'D Ex LPA FA RF I TOM OF CDXr'(LD G� Yl SB NN +.n a 3F.F.DIVG 3P2 FOR S.AMT,\RY PROFlI.E �' '`y. �, S1 YI� " YPN fRm 5F.1pHLP0 Sul(Wi` aElWIPIL NI6S FD D kL0.MY,N5N YORK PID Y \ Jy• H BUFFER(iO B:VE6ETATH1 / B 6�. 5155E 1 SLTH W.:1000-TO-r92 AMUCA NT/0NNEFU .. -Y EASnes eOC x. �' , NRITeAmna+u NATNE / I '♦^ DAVID AID ALU50N AFFINITTO t a Ef 393 sl ulv� D - - , °Fi yi ib' .FU ti M, A n I Ews,rr SITE DATA: EROSION CCNTWA MFA9IOF pR 5FD I 5.^' DLLA9 DAZED RN.aCE SA.T Ii46E&INNER [. (tF/•'' FxrO51EPS a\`q;'p- D �D STOOL DRANAff STRUCTURE PROiIs�HER A' 4 'Q SfRILnRE TOTAL 107 AREh� 47,909 SOFT n100¢) AS SHOW \ et 4 rt v O N 'L'p' S \ DHIIUT®tDDVE111H6IL]� LIE`REE / d ''0� ffS'r: ( I Iti".rG£C AD!ALBdr IRREA Lm C.P/62A6E TABLE FOR DETAL APO JUS" a aNuc"es \' E.me ac ~'o.stnE ZO °'�✓ \, RPO Nn Ex cv PORCH raR`FLTnN Pr sRPws �S' c' SEE PFG SP4 •ERS `- i -Q '� ]_ E• ' Iy 1 PLUALHRT AREAS Sa1436 SOFT(0.7217 oc) L T�E,E c1R0,ru 3 �e Cv LD DF OR L1:W '7 I \ $ (IOr AREA 6E HEM TDAL VZTLND 5001DARY AND 30ZFT WMAND SE 5Aw r .a PEEVCS 1t'r ,d �6� ��Yv D p `$UlL I DiL 011 LMa 591 EXISTING R� V�10 ruvL c¢.Bn - PROPD#� 45P r ) Bbd \ .p 2 �� your g Ex su,T -io AANT RY 4Yg7g.1 Tp `�I®^" •Q f,D r-R/wrsR rrwron naA4cc j9 .]m �v \ B �jI 1-1 2 s 00fbTRUGTLb GOFP[>rEMS 60154:17 AREA -- D BY RFF4T/AI I '\I � DYr PROVIDE 5LT fBCF[ARILBR Y �I /WJSITABE'p/`S \�C�D PROPOSED EP. `ate, j IW.'F u�' 5TY RR 5l PHiwr. -/, \ • � � 6 A5 5W-IAPFCOR 5n L1xFTJ 1' � (� \ _0' EROSION LML MIEASVRE � EA 28 SIAM S' \ \ IX]CK DYHLALS *4 550FT.D40 - s _ I IX OYAC ER SBFT 00'N _ Em WAD IOEE TH5 LNG Er RAr FOR DEIAIL AW REQAREIBRt5 Cyt I �� 'EF I .0 & a et FflW DE SLLT FBCE BVdZER AS . �• aT IX RD.H7 MORCH $R SOFT D FBS I• E !-Pp EA I4fR 111E -M SEE OH 5P4 R �L•Y°Fr._ ONO > II 5NON WT LIN9 FOR DRI �g1 \ �P6 TOM ABAIND® spy I«01rat ,my,16 l a ( ) +' t '� d.� Tgr ¢y IX W STEPS TE S A S.TE x]SOLEI.TLDO AFPR7F 13]' PROT'bSEb tR hL `FIRE RtiTtxTS,Sl£IMG SP9 \ -12 Ex FID ME61 SLATE MNL[ DYH SOFT QA4MJ 1 QLT Nei IL Lt1ux :+ FA �� y EA bARAGE IPL.APFmN r54 T.),Iw IT) FA FRO<1 -_ STORM DRNN•6E SiRLiITE 1F y I SIC I � P�S� D' � ��W v TE eH1 R 66 P. E%1i2WNLAL5.6•FAGE :C2050T.024 N HELL � � 1 - OEDLAT®1011FF1LHE RLOF ��1u•A`fl I � NATI3R SERVILE SPLICE � A • GRD S.WAKTA1 RDRLFF ND IX CVRD PLRVA D ¢ __ IX Y1M'AIG PLVL tiA SOFT.f3m EN[Dc ]-fYFd'LOI$f50LD LNU Y f a �♦ NY I TIFFOFCI.ED�RVICF�TOS 6ARALf 2 Cf�ETY ETU D16nNB 1 5TT FR GAR.aEE 4k - 6.:... HNE 9 w 31A'lo� 1 '� `� THEN iMHt ON 4 TL ADJACaT AREA MERN Wi LOVER ZMA San n067y 6 SEE LNL 1 IM ITR 10B SPi a ET5Tr6 H SFllLE AS 5" ( RID' TO BE YM99 b a x} M ♦ 4 219• DUFDNED 1 WM 1 - -ro _H z O 13 i°RWL 6iD PROJIDE n 15Eri5.V Fe I RAr wL 7oFN Lm coVEtABE TAME PROPOS®HALF EIh1H r CVRAO E'\ 1 siR.s '3os z I I T MAHTAIH SRO BUILDABLE LAND, t4b,R90 SO FT.ODT4 ACJ LL FCR POSE H SEE a D� LRf B10B 39 � .�, \ Er yy u xA1E O ,A_EA Ub RDtCCPTF F4 4nl a Ri^. 1 N�33 5'BEYOND am AREA-PETLAND ARM L1-I W N LEIiDYNI&MAGE FKORCATGH S&a (M xl X `$ I / 1 5 NwF.= I CRI I'.�e,. LEACKW,BED. [Y BY/EF4 DESIGN AEI,cc. II Ln i R�, IFtt 9 IIIE TORE HAAlL'RP_ 16 Tey•I THIN TAMIR DNa r/;J5 .7Eb iLPrAFTn4: .WE7� A T' NyOP 16t y ZM";' t•O12 / Pp1R1 L'R �Y-tFA�S •OSY p PROPOSED, �R®�.NIMNN S' �. I I„e;L y` L�l 1n pT� IBL WaTH2 56MLE SRICE / C srWl1 ERMF1ff sTRLnIRE LmLATEv t I 1 1 I' IOL 1 INPI Ex a 5Tr D/HLINO nytl•SFT.POD$ ,.,}' Rget Hsvp 3'�' •9 1.3 TO FMAL GPD SLOT Y/R11NNM VV c+ DETAIL TO RWFR1rKFF FRM ItiD1RED z U d L 9' -- N3' reO TE tEN RRHE TO DB51nL9,IAP RECD. SRL',R.OF C"Mm 41 lfS SEE EI1L/,R6® 6AR,Nff AMD OVED]R SNCl7$R 4 i t 2 ,./ ENNFE4 S1N0,YAN •Lit Fx�O I S V.TO 6ARAbG IXSRILEN S1WN \\�' .� 17 i� E E%ELEL Ex RD.H7 caval fm SQFr.(QAQU w }X DHDW lDl 6 I I A jN�Y� I r UP METER `�`L N05 Pef KK RD D•ELLAG a :} Y I 511E FVN7- -b'0[b'LQ DIfM O L - 1� IX GARAGE 16415LIFf.oAD.J U 1 ��) m FRrvAE IEll i5R RIO NLR(m 4JNY a , T FRDR75FD y Sg LNL ND DHhL ON DE P9 N IES lP CRZ -L. _ / ETC-SHM'rltfa PRAI NFJD 9QF1.D33L1 ^ � _ NAIL NATER pA'' I �1 /�.? S,IIV7ARr 575'. P, r ' IDT" Uv F,5r 8 ECIOR \ d0'L^'-,IG ` Sr[kyr •. S3 I,,. `� -S! �'. __ O / �Y r� Illeix-F�NIIr r 'F TXS D/E PRIWfYFD ...5'My N N 7L 101LOVERKE fF'JA S°.Fi.M]FA) 4 x TIP rO#' rr ^� R+OH N-I rA / ' a I - "I I F H'$ N1 III Fn GAR y, STTry=1CR3- / BFH5T�5E2VES ARnnF xlotN RrSDHmN DNRaIBNa 41F liMu QaQ Q SL�AAATILN D5T6WA REONTS FOR I 'W`A g Lw.owo.aN T50IEIBIIB0%TE�L _ Rn+,P CRI ffONi twa �A (1�,` Er AJ. GFA WALL WT DEEM THE PERMUTED 5M FTG.LAIC AS HALLFb _ I. TO PLOIFI® I C p�.M I AS V 9-UCtLAR O $ANITMYSEPTIL TANKS.VA On. a I anumNliab . ni%15 $ y, {ROADIE P, \e ` FRL7rELT1D11 0.1m51PT0 DODODSFMLDT AREA. 5J005QFT. d W PIMP STA OR AtATDCLE HZf�JDENnAUi 9 GC I atHp, a -L4 ) fA Nf u5 `JM1 Mnt ` SV1frMf fQfPo1B05 PLL• OF LOT AREA IN EIfZS5 OF 40DOO SOFT 5'Y �LIatE,���PrµP.fD- MTR 6A445QN•DS ISV= 94,SQPf. Nom, 1]yy� MDI HAMWAL 9EPAWRXW D5iNGH I 'YI ISO t• O SIOHFLRINf.E STRILTIAE I" I CR? 6 J '•7 Me LFfErP%M IS _ RVIF BAM M1s W 4 I I RT4 LFl STMLX,VO HWLMM GFA P11fk6A 5A9S•LIFr. 'Ram' I LEALAI®i°ROOF RLLFF L' I NISfRORNE PBL LRJ ]M3' `• Luc"FED)ASFM L(TN A HILDOI6 W LB.IM•ID-D' wvNr D.tyLLOIE W YAB-S'O ie •. ttt rjl ,w,0.Sec FROM FDDF®GIR,NGE AIN 1 �j9 1CR3 ///yP• ,5d 5ta5 3flyfE18115 FC]STY OHbW PROPOSED 2d R ADDITION NMN LEVEL• I"SSaFT L.FM415 LE 415 HMM O4SK-NM ,:`. i1S 1 `yl/lI- MIXAR SHTSt 6W/ff n: a FZ RnYIb % I W E.P iINS / SECOND R. IS=SOL PT. y (fT VNITILEVFCx ETL-5'-0' S ! I I 6 I-6tl r6'llQ DP E0.bLLV80 y HM DINNT c YAIE PATO \ e FRrD.GROSSeIR65 PROPOSED EFA. 5136'gT D DIAiBLLnFS=10•-n `----'•.�. /�O1 a 'e p S.EE FALL AID M.CN DIGSW X98 ��/ -' •�1` \ FOR MJH2r BEVAnO6 -. ESNEALE H4LBCO1fTLATRFJ-TJ-0'� I �;- r /i 2 / N µ efl fS.FM N2i SF I '' �CROSfi1NN/1TEe]1 F.RSG FHA E1a5TM I STY FR GARAGE : �'1+ :U sant[NCNB I N \ I DETAIL AND Vfllltt I/A DARTS UNIT SIZING: J B.TRNhTE HE1=FiW E1.Flit 70 BE FbDIFED H3 y I., SLDNS DMSILN OF ENVWON'BITAL6WI1T,5TNDI,RfT FLR AFTSWALWRAIIS NN N ItETNN116 FIPIl(MRPROOF)•10-0' E.nBe Sri I/E `y PROJIDE I SArf FlOp [v /` FOR DNHtr ELEVAnQb /ff 6 a LW'Y)91G iARY P}G 9Po DLO6TRIG B R E A'FO`UL SY51EN FOR SNSLE-FAHLY RLILEX-ES J LLE REL TANG-104 �1 rtsSOA \ IEE R IND/1EE11CN LETNL E r A' 1a e LLB OLITEi a SJ-0• CST • i' �'I PROPOSED HALF BATH a ,N Y tRn tb 0.6 UTI S�L+% 'Fr�V.VND /4Y'� I � \ 18MLI VSA LON�TE KASIEFMTER TREATMENT COPALTIES ENGINEER-. AID wLm cPDSewTAtxE' ur LROAD SIDUF DTWN5=20W' h di FOR AWLIMiO Sff DaYn+ I� 5"OH-INE liAn:R, , _ fEfrdSW O^RAfE I[PRLATILN / a 16 FLYL uk, \ Lim%LkZ IEfAB�n51A�c MNM.M TAME GARMIlY=W AU1Ab M CAIM 510101 DRAINS S IOW' r BY FBL DESIxN ASML' 1 i N 1414 GOO GPD SINA BASN6(NI NiPADFNa'"•S4 n _ a E,T ern Hd)NSEn ^�5F cmEcnER Pr I T I/A O�VI'S UNIT LOAD CALCULATION: OS URr IENJIW POOL &pP PROPOSED VP.a '+GPO HATER IRE I •s P.SEPTIC,fA ,VVWSrA OR VIA.'J-0• S "� U.rob^ OJIDODR`JtlF®. ,may, d LS' '1/''"SPLICE,PT DF c Q I - .• �d1?6 II0 BRD/FffD1dTJ11=060 P{D R:sH�DfMW POOL•Vo I - I p ' Pezvae SevL eA�Pa g I �2/ /� LMBLnLN I O I ( I S1cFE,•rE�iNTER •I�P)HTDRD ACTION HASTE mTER TREATMENT RAM s.TDP W EM34N0EYr OR 5n�SLOE / .-. TOP OF I MER)=3Y'' TO MODEL W.N7M0,Ac4rT. SYSn31 pp ..TOTAL fREAT19Tf CW'KArt•KAO GPD �, l� (T V / TOTP.TE uxE ..TOTAL WORM LAPPOIY-]A66 6FD T. FYIFF=676' Y OND b• 4p' U.CtCk/RNF-5'd Er �• T I �° I ::ME DETAL FLR IFCCWATIcK DNS SP2 KL POPS. M ii+ I O n o- 1 ••NAINfAN F3flERED SPARAnD1D5TNILP-+UE SR SEPARATION D15TAWE REEQMTS & q S r- 3 I V PR01Tf3D i HDIbDH DH31 W POR sM1lrArzY LPACNIN6 z i I r- I``�;'----.��-4/' ra i 6 - _ SANITARY ABSORPTION BED SIZING JEFFRE� T.gJ2gt Pf $TRI1GTUiETg 51 'IDEHTIAU a J 47E FLAIR B!♦`J ON ORIENRW.S!RVEY BY ,TCL ID stPNrOnNry AbIM UIIPIL 1L FART TI STARaHos FPO ObMO1Nl OTATt HAM HIM"HMZO TAL SLPARATDN DGTNLC'a• � tS 140. � i � yLIG RR Ubfl JN ra1RlAnd a fat]Rln Alb RsIA,OI a M BUT?1bi Y= p A.BILLDIN6w L81AR•10I '�°� I ` - ENLARGED PLAN 9ERl.T AIm iIPMDW OKfiE,YSTBNr�iRFAT•Brt 5751@6 N.BD,4,B. a BEDINE w`IAB:IO'4 I HH NATHM TAFT LORlil LAPD`SUFNEYOR 4 FoRrmf^DBU5.1tl15E OVS01Aigi. PROPOSED SANITARY SYSTEM \ TABLE OILrLE516N FLa-ID 6N5A>AYDB9A70Hf9f06P01L RL9P ND O WETILEV$rh ErL_s'-°' v'tL I5M NAm RDAD NSR ABDWONS �Dh y161l�IWLsiy�SD,WPRVV/1 Or 1iNOlrca6TfD000R D WE3R ONES=D-0• LT.I `f I I W I G9 / - -AMESP7RT,NY n74T NYCE b d"' aATR pRJ°RRRDOI E.938/ NATE0.hETtaVllSa1=IOO'-O - , �q3-, -t LAST U'FD:APRIL IT,2009 F.FRI 16L v x104 O u'N •,'; DHLL� ��` I e, V LAST Lf'DA7�SST.20.2022 T HrDR0L1D IONANS RA1E5 FOR Pi8`.BROFIN 9aWLH fMMRflDGTP:ITIi, } �-. 6.PRIVAm H31=100/150' O I Rca-nB < t,Uv DANfI NAYfJBB SR-D 011 Darton AVfA OF IFHlN LA,lDeRT•1 VA Deg S 5o AFFLIUroN RATL (] z m N REr.IYLL MIRPPGFF)a DNa I S _ i O �L LPL 55 l F_ 1 LL,tl R81AM5.IoW O ,1 I O /` V �"r Y 20 10 O 2D 1_201. P1'RAMD IAN/Sr,( AFF OMPI IAWE SANITARY ABSORPTION BED CALCULATION: 0„z Q N } p E."' uE DnIJnES•DID- h n W I r GRAPHIC SCALE5E AF3aNITTS.TLRAL DRA}IRKr SET ITL' nD ew.a�DRDDFi/90(APP.RAID:]xl BPD `11 L AWP STOM LRAI 0R O I I W o � I ` , IJEFFERY T WrLER,PE,PL DATED Q20 GPD/526 SFAF fTFa3XM NLRB=6169 LN H LW.U- O RFLHARM bk5H5•21'•0 I z g HAY 18,2023 TL.LEVEN°F TRBYM REOFRE7•6TFA LIN R r Q r In Q M C"IEE STORM DtMb DR •� S TY Q RLOWM BASHS-0'-0 I O W `uuF I UNG EACH N UrCA BANNS N7�HF 45-IYd I t7 a"Ox TEST HOLE ��H OF STREN6H`B PROVIDED=671 Ln Fr �ZQ w g p 0.$AR LEKIDIB POOLS=N-0 I ¢ e` LEGEND: NOTE,SELMA,T SMALL BE DELIVIE ED TO NTE O RDL.5 AIDW 70 NM �/1 CTI Q T, Q Q O TOP OF E L7343N11T8Rf OR 5 R:" I PIA,N Y I I � PRaErrf LFE _ BNS.II.T_ NATURAL BRAPA OD' `�J IU Gx SLOPE at E#hT6Rf.- ProzmE F I • ®raNeRTvetADE DArx EROHI PROPOSED INSTALLATION: ¢-i Q O R BDEF a 65W° 0`•051 S 6995'[ Q I ✓S' BEIYARE YD'tTBVK -..- - 11118-A O" ® n 13EV"g_ ,(OU HIIN EED LDEN Is 52LIL i0 LATERAL LENGTH.EACH 3MN 6ECHAT WALL HAVE I'PN: � ��O N roa D3 P [• Ra. OS' IV POP LATERALS Y 1649 LN R.EACH U67ALLID 1N AuMowrlLR�i n1 i SEFna TANK,RAF STA TSF,U= 11 'r-PnN�n :F'_ a �, I � 'AOW ♦ ,(®; _-_ SCHME 40 RPE OtARfE o T' ON LBRH(ORIFICE HOLES TO BE ORLLLID AT 6 �p1„L3 � GREASE TRAP �nvA „ey ,a--�- _ g r g R3Y 5N1nARY PRE - y� 4D' DSU XA U9W NNPHSIRE OF MIFICE SWELD CER DISTAL 1EAD.bE OSrAL IEAD ILLY LZLJ OR MAIRKLE=A'-0' -. N'r1r� a '.1�' W PRVAR _ HIE T SHFMNB PD1L=x1W' N$5° Q'QQ"W•• - - 10�10D'' N Q O I I ' 1EHU-OE L@tIJE/�LB.FLr nDW _-------_ ENLNiRl F1LLN ElFL IDEA E A E- � ELEV_7.9'_ BIH f� MANIFOLD AND TRANSPORTSNUB RP A Ai THE END OF EA64 TREIA IIS Q LV LL DECK A RATA=SW' $ a r $ I MLI M LRM.STOW ORAINA�FIE-o-m- --- USE 135'DIAMETER PVL SCHEDULE IO RPTG 1RA15PW MAXFOD RPE SCALL IN SLR81 r1 z S yR Q PROPOSED HATER 58NYE N HOMT LITERAL O u Y B YCHARDS FUMP 51AT10N FOR�NGE BEbEH1 LYD.ES.)Hi F-I D- D- li I m HOLIES TO EE DREIID N NP STATION DEliNR6E 165BELY DPHLM PARE NECK R ' i IHAIBtI Qp !n RV O R 1306 SER RBIL 72 H.Br R DIAD &) =OL I � ��11NY n E1PN&ON LATERAL _---- O BN 5.43' PALE EIROFN 1- E NS,,ET -__- .. PiELLNG 1 I I iFHi) LL basrHa0V86EADOnLnYL%E -.-. RN51®FLOM DLYAnoN R. nouRm .0 10 C) OLD O REI.0 PNTEa F• E45TNGW6F1.111RN.LDt1NLAf1oNSARADE � O EXISTING SITE PLAN- I I SENVIDELNES E-E- �r�"nom ..6 ff.'., WERE x Z o Q DEMOLITION I o• Q 4 15 T DE 6FW HTP Y, nSTttl! ElTi1M VTlRT PRF•Q. EA5LT10 CLMWt -6- ELEV.10 10.9' V EN FxGnlH AevJEtm)nuoLO PROPANE TANG DOTS CH niG SIIE.WNbRc FA PNRreN i T ifTFSrHr>LD DLH EFm STOId1D AI A6E5Y5TEH' _ L,flR11Y EnSnln FUNT6RINPHP PAGE: W S OR 7 7RNMA6E 5 R LnAF5FJB5,ONiN5 ITB w P a EO DRAMAg _ •mO i°5t - tY ,PCRR. SITE PLAN- S OT EUNATILN •60 FINN FINE To 30 6 O 30 bO c4WON NT NLL BE KAUV ATHN D'LP FROF01D SW SART SITU67SM - Nry - r ISRAPHL yWF V 306' SAWTARY 5Y5TB•1• G uM-o' - PROPOSED SEDDAnw .9D aev_sr Isw 1&++� GNGnN95ARIrARY SYSTEM 69-UMA&ANDOED BY FEMWAL PER YDNb RE9IREHEUM NU'30'0 .. PROPOSED WORK - --- SPI 0"W• ' ]00,00' a FR r Dr,1tm ALn 6Ev%I!= IF NOTE TO CONTRACTOR/4 - EROSION CONTROL LEGEND: DV6 ON O6Cblr/7) ALL LOISTR TION FOR THE P��QM STORY ADDITION HU.TA1l llV NNHN THE PINE • HOEST--- SEE t7STNOI 6RERLMATER PER SILT Ft1u 1SARRbt E19snw FOOIPRXT OF THE IDLE Alm HLL NOT REDLRE ANr PARTIAL DBtluIDIL NECK ROAD 30 Is O 30 60 IF57NOLE.EL 10 RETQbIRI6TI0N OR E1RIBdOR.LLrl3RAnW°F rtE E]ffinNS FIRST FLDO[ HBIiL rvAtLR+s1RtEr 6RAfl11Si$CALF 1'•30'-0' SSEEub5 15P�FLR SAN.SRDkr./F�f�HDLEIALLS LLOSM V%6 FH1•EL SA3' rHcMrfEczFvfD) of 4 RJMR=HRW"FGAR WCUT Nal X/AM,IRXE BRF/dSR�GhTFD FROUTLITY 6-1111' ®I M O D IDD vqf,IP sem ION fkDR}ALT CMIRCL W N6` V b N 1 N P N 911; c4wA{.PAI$ DAE.NB)� � V I ��u L D- — � URATvuw rshnNas nwn.rwconlVVAW.UW 6D FU -890917-1 �Tma[ q 14.12 v 1/i . 50 1x N -- - INSIDE LID VIEW �jOR I/ � MVx gyMe LEG H7CaReLOOPS 11f-1J r 4 0� N01E:IMLOSME HNWID Tf RCNR + (JNDtf9Elf� MEIM'� FIIP TiAnllizE'M$ d..dF1HP wabnoa vea vv I 3'41P a 115V 6D flAmT ® m e. es I�n�a.par<a�a a,remwl noimn�wer a °'�<'^e.m orw�um°me:'rma E p=aa9a±m mwmma,a appm mm:w oa wrw��ri ly cm re I B CONNECITONDIAGRAM m a m ® D .�amr% Pcx.Ll>a.rz[waaosw iRD aba.°aw,.m e�w.pm�.�pr,..Se�.a a %.a=m.waaaam.a 1. B-OF a.IOE5 BIIII RAAR. aea ficavabrsaM cenVacb.a un �aml^r-Noi n.neiremmarc-m L.-Hk I..I N ®YL�16ap[IOt iOW W 9GOt eOY.'B IB 1B In - a1w wE c %4nea marled ZNL HEL'IRIL4 K4Kro6E(4AiRtED11 me brab re..ezboMna.IvoupB nDgNet Wnnpw PllP NNP v ii5v N �� 3.41P.IISV 6D F1.A 0 _ rcrDaDn�HN�c — map Taoo-naisoB mr moa mm mama � qW PRO.ADE ..vm.s div Wu p w bagpinp arca.eienarpe Z ELECTRICAL ONE-LINE DIAGRAM IqA o 20 AHV OEAMR IN MAN cea III—Q DO OD b i•"c;�a•> 'i �„•b.>mma• --• WAM WE Si gELRDLAI PA18 IN �.a� -• -- PR�VAW FOR C�W COMP OMS 1 V4EP.I�WI5Ar FU N CONTROL PANEL REQUIREMENTS: HYDRO-ACTION �,ALL HTrala H W SAVE ® a o I.nE FONTM PAR$BOX HEI BE PLA®a"WE MA WfA9F PSrfiTAL WININ AN800 BUOYANCY CALCULATION: F INEB6HL OVERLOAD TVDTEMCK `®®»® s f y® pow .am V6Y W liff Sf51A•I THAT IT s�YES.L%TRL[NTR Al✓p EIDYBR UINL ff}UATFD 33' BUOYANT FOFdGE 5 Rf5ll7 OF AIR VOLI.1•ff W THIN LONTAIP13�i FULLY I $$ ANJ RN51®BRADS MIW 01[AfiOVE 9FE P115]D'FEQ ,NICIEVER 15 Htl1BL iw IRI-0I �vRN NI ® ]EJTSWR5M F�PNaAEMA 4X%HCATIOW KALE. O&M ES THE srs TO BE IHtER5®IN WA7tR 513NEJEO AT ATA'TINE,HJHNATW nE NEED TO MLLfi nE IWZE OF THE W1.01N9. BUOYANT FOPLE. g SU I LRKD nM" 3.TUE EO u TDEr MVE APPROPRIATE SEALS TO PREVBR eA•Es AID)F saw FWM ANBOO C KIC EW BUOYANT FOWE= I<i85 L95 REALHW TUE faNTR0.FNB MtMnM BOXEc. ANDOO FRE-TANK BUOYANT FORCE= 10,b4 LH5 Rµ. 4.5TSTA1`JiaLL Ig ES.EIA'FD NIM A RIIIGTILNtiB W361W 5TSn31 YNGN NLL ANAm ATF•f1JT T k T91(7'EANJT POR. = 34 IEB RELfZG iLNNb ALTNAIE AIXHBLE A m VI9JAL ALAF05 THAT CAN M RE Y`MEN AIDE IEAriD M BU LRFIH TELYDI WII O 0 THE OCaMAXIc OF TME EDDPW�. TOTAL BUOYANT fOROE= 15,718 LBS s Ti3=8W 7fD Hf�l ff EOIIPPFD HTTiI A LOxRt0.PANEL N1H HffN6 O LLNFDTIW A RJRIABE BATOR TO ORWVTE THE 5YSIH•1 PAW A POFER OlrA ANTI-EUOTANr FORCE. B nL�araANeY MELIGAL PILE AUTI EILk7YANT FORCE= 16DW LEi5 I Yllr TOTAL ANTI-UDIrANf FORfE: 32PW LES LPJii4 ELU I6 Pit I wT @ AR71 EU7TAVr FORD£ _ BLD Asl fArTOFZ P SB' TB' I : EAK SN*a E. LESBU9YAAT FORCE BY A 2.10 NOV OF AW44OR SEWl BE MMX I BLW BW RLN AD TO BE M PIFIED 6RD OR WHATEVER 15 NELE55ARY TO ACHIEVE 10 KIP ULTIMATE 5 6 ALN01 FROVE x1Y. 1171E RAs ERN EJiON B1BA' . 0GLABJ EA5TFY5 TBT GRAM AT BEY 1 B.Ml Ppzpol9 p 017 PACI!OPlFAYOJ QT AT FACE W FXCVdzAbE RED BLkNUT fid• 5MCETNL"g2 r ; V) 2 V P V (� ve4r PFE (:i,; ENABLE f l�CllfT CO IF AIR®tfOa9RNE1R6l19aTRN DOIWA � Q I Lf- YE1 "^RL teitr VAC( t Lro REf^ANTDNLT SAffITUD OF TEVGE YY11ff E8NE1® r 817 IAL I 1 LEAcnN6 Aa6V T1tON0E�� W wi" .r1 R1?-TREAT TA 1.648 GAL OE1fj1DF1D iI 1ASTGLOVHMAT RLDa+e.FwTems T.WfLr-0R]OF.FMAT,AIXMa w 0) D ^ C Mi.G TE1tf T NTTROG 6ARAEP , ,'SIDR .DE ATPRO'/®FOR BYRE IFI J MVE W RtOlEOT1IN O� BL , x VLL RBVT EL 1451* 9'.a1iR 3e fiTRr RrE W A Q /�� NTODR�BAR.WE TO ETx L62rt 1N FT. EA5V%66PAVE Oa£4 M.EL.D]9 ] TRE IXFf D RL Mw 1/N.<1CPE -1554 FT NO2t/L6 xY'h'=1554'2 I.V HN SLOPE ly E-R X Z GEFWm PLL LNITW.PNL VW 5'PRAY D rANMI RL r&1If IPI2D LOHPRE"OR h1D M.LINE AND HTE.'roNE 1.TO BENAIrvE � IA I IJ BL0kJER TO 13E ® rSEE SITE RS FORINSTALLED�.R�@t7'rELY I"OPHED A5 REidARBJ TO AGC.OMIbDAI£ LwlSOIL LceEO O= REMOTE LOCATION OF OPS CONTROL C5414R �ID Q- W A NI AS 5EOM ON SITE RAN N ELECTRICAL SCHEMATIC DIAGRAM PART OF _ _ _ \ aB..9Y W _ MAEN PANEL DELONfffT HET BE APRWD®DT TALLM Y PVC V'BMT LINE ME n \�\\�C x ^a/ (i) DA51®LNES BDILATID REM NOT CONTAIN IN TIE PANEL, INTO DIPS VENT 5TAOQ PROPOSED SANITARY SYS. F•4 ID R5XHW TOME KR TERMINAL BOCK 5OR&6156I144B5. FIELD 191DW M5T BE A MIN"OF 60•L GDPTHR NTE -- RISER DIAGRAM ,� �,\/,� w J Too. TIVE W , INNOVA /ALTERNATIVE ON-SITE - IufLE )\ TA1dC INSTALLATIONIT ' REQUIREMENTS: WASTEWATER TREATMENT IAP511RBE0 � L THE VA 01415 TAW � PRESSURIZED SYSTEM •� /��\�\�\ Am9AnDMaC �� ENBINEE2 5F L eE IN5rAU.EV AT LEVEL IN ALL P.T. WTALL PCLYLOK SCALE.N7NE , L \ NAAHIN018R-MEIN RN TFIYEEREATMEf4r FILTER hi .A.t]'- �. yT ANT DIIREcnon oFJ rANK P/N PW22 n nrD�FUM?}nr�E��rx � \•Z\r��%`n i\�p� ff0 OF PFOPHLY AC. AIDVAIdCPD f'� EN05INB LOMID AMD STORY MMh r ACTW SND AMTICNT �'fT�IPOc�EWfAIILT MLItlWW'NTE ISM ItAN1f AND wDYflffi ORM FWH ROLW OR SEF HTOROAGIM NYx'AD B.EDYANGT LAID AD DETAIL•ON Q CKfnTDNTDPEA GRAVEL. D116 W2 FOR PROW"min n)LMITeR AIOFAGY pAti 9FJ Ex adKmlbWY 1V1n SIF) �� 3D' 6.9' JBRMffY T.EIRLEJL PE. ' vmw� xtafm Wbf NODI ^ � ^ -. DS'NM IDS'MN 65'MN 21d ON c°"'R LT°R T°Ac�eNaE F ..mb, HYDRO-ACTION WASTE WATER TREATMENT PLANT F NYOV FOFV o PROP.6 BECAME APRtDxMAIELT NO LIeG TAROS GR YIL DEFYBD 6EDPUTlf8RHE5 0 3lfY NIDE a 8.49'lE FA 6FOMAT IrtBRLM6 0 3LO'W DE R W r9'L6 EA Y HDYQD}WMDSED fRa.leD'NW MODEL NO.ANHOO AS W M 5FT FSR A5TH5TAXVARDS.FAD POR Tiff �•f SCALE,NONE PIWP055MSMTARY 5T5TEM fMTA IATVNI GIH0u1Q8 ua&am(•I41'EAL ~ IFAR5MO7ARHDP6LUbiNW6o ULA V/ mON 70P O!F �Y SKODNCf SAFET'f LIDO DEVICE'JW1ffE8JVIDEI) r6ERLAr DBA.Kft RKT9YtND1 •`I T/) } tRD/CE LWER4 a W&I u1W 11 / LKAIID.DD LF LAIEOJ11119f MRF4Yn SIR. EL O z m &SRG .tet R&.II®fOff aTAf RIS=GR—VE• fROV�tW]E / pl 181 --IMP� C-R~ HUYf AT DIEMLEE bR.T24 a •nER43I mrDass-IOKW6 MATB2 O..lEEGf4iDDF,FLA, MNLMOINJNHD 8', A z J N .a BTSN1Y a--• IalQ 2roPYLmOros.D CLEAN ODl1OLA1®Af 6RAVE6RADE OVER CO LEDRNEVI4Y WEN SYD M'PDF,ff APiPW®FOR 59Yff 18A MVF WRbiFtfCNEM iii i� I L�,� �O� O WIT REE �FALE OF ER ROOED WAR MPM EEL6VNJBLOLk LM545 ExA1W BRACE WHt HY.L}109, Lri.ELNO LWELT SC D1E11.✓Q�faF1Al,RY•�! fEAT.51LE50F DRn/E) ..€>.;. 1 .Vii1.L^mrs.; 110.y Elm„oYs•. T£.8 N <.v .\ Ae TO NS ,, aD...'ij•• e. . W Zp5Ak aFLNTwa 6VF.oa s1_.ir Q RUFIfI(11 OO xealwa++IaJ as•tuiwD Q o ��DE��—�-�-�� W J� � Ow. 1 /vi rOrEHAN �,�\\�,\�\/\ //��/�\�� /•• .5 J` `q,�.`a AuuTauvsE p�' n 'uuso eED: 'su64M1P�.--.---��•-- Q Q v O N EY]MlL K _-� /,MON LEALnndS A.;EAJ T' T'ry A' v:' pQFM C S •�IIOI' NATNE / �- Y SDI.ITP� '6EVFEV tro'AR��ORi PPE, I / n/i.�li.•l ./.\/...wPsnAeED I I , Ol � T p F BE'ALATEanLs. ERIt1J STD Dl,1J—. [) ftA1EABE50L.� DrBLW TD Elu..4637 uN Fr. sa[ /''•� ��� \ �� $ 9WIffIfDDR®rB a '1AR AL a�/ Elf--- cv I \ DBC8ROPOSI PLOAPHFLSIN C BUllff l✓8•DYED 10 9Wl HT5W®ID 9W1ff EBA1�iD W Q HH SLOPE•Y'/LN FI ,IE■f?. I ,OE.AL /v// 1111 � � Af�eltvwrtAKE 60L z� Afd+e RNrA1TABt YLL ' NdM N,�lNFANE 4DL, Ka4.11waAlOElE 9p f .Tr HIS um IISB'c I -Si 93' ��H/99' \\N� \\�\,\ 51ff PROY13DRAKCR® TBITdN61/LIn N_ffmTN. 11eIRNe1N1Tn NTeYJI TAI(DderAllmNrRBW z--TIBIH�NIN1rONTt9r/1� 846® Q aZ l)J O - � 0.47 MN 9L0FE V _ _ _ _ EIP/.1.T -__ '�•1 LD O V I .9'P�R33 PE'E.� ( cy� _ )DD RBIN.A .�T. BD i®a(11Y 1RajY Y$la 4 1L REN) O AC. FRaH ETu ro Ls. , y\\ � �o T h !� P'T' AB8A97DNc111s� `BLfYLNPT.HN \� �/ \\y EWENNIfA9EX1SND Q r TS N PREIFFA7QhPM .510FE=)6'"/1M F1 /•/- \�\� < ' �LdFD WbIDAKP ASI YANK DOml nN�SItPE P\ \/\ \\ / /\ z TW41 Bf ABM61AI61YeS E- I 6PotNAN�EV.MY O OYN DF ALLIA,EWL` PART OF ' _ •maser DSRE65 e3LEc e6im.D m Z m Q PROPOSED SANUARY SYS. RISER DIAGRAM /�,, �' 5, ,;� �\ /\;v —— �' Q o Q INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT \%r:Vr\/r RD PPFrAW.EL4]'/ jaD,Aaumx°w�teE�4] ,\,, r�\��y�\\) 5y<�\\;\yr\ ���\y/�\ \y/j\\/,/ ~,rte,\ Z PRESSURIZED SYSTEM ' w PAGE: SGA E,NONE! ADVO TRBA9ArI W LWT TEST HOLE w 5ff FROPDID LN N NO AECNfAW'NATE Is FLAN)AND Hf.BxDCNND Bwwml £ SP2 AE 1DDPDAGTION AN600 BJOTANLT GAIL ND IJETNL'ON OW ON 06 2D32 AL5 SP1 FCRP HtTGD TO LPA4AR BJ]fAHGT NGIeSTDSwT,%EPLFID $ IY1BRNWRE PBRTE5 Val.-EL1 BNIRRIEM GIO IDIEc3 ECO•A.647 rn[I" UU\11/ MHGIR37 I f09 R BEV.3.1 BJIW of 4 TCAE MUKSAKTO 9E11fHAKAFDHRATBR D� Net tl,po,"Y�.ram ` Control Panel Wiring Diagram _"Y p a 5Vwvw,K a�roTBE%wra,Pxom maevmnrun Model VC0M•S1 RO =' ^ nrarnVa.a.Da< SonAT TO PFZ£VEIIT FFfffnNi 6I886151AY0 Iralamer[bbsl w. 800-272-4480 1811 u _am Lm ,s.awn sa.r•C»•n [nn+n. SL140 PVL TEE SSE 5D6T A40Kr u.Eur.oi..a SrBBLY LT A AT ED OF MADFDID • a, ,Y�a,w, [9 '�anndw %FE OR 610ItRFOQAnaU roctooo.crob0lo,c"p[G5u.p�DOuryplm1:pNnw.Naame,t.EbCnYnploa.p2u..mxnueLe0.:mrere..,]wm]qN3tin.adl[.Ln"nM1dap1B,na12GpIm pwnMomp"roberBmY.nf�mebtl,mnq,mmelmul.P6[kpYitq"[aar[u t a"c.duwn0e.�0ao.l]vmorq]nal.3up tl-.dgemt4.pBhrowmaD repn�oT..cpormnmonpp:nav.a�bwu.I.s�aeuc�.rqlmum um.p.[o.pebam�e mm8..r,p[.x.,. VIE � � 5LF140 PVC ] �y (NOd IATRx ---------; Y-.-_•-•-----.-••-.•.- _ • " - TI .tmlO TPSEPTICTAKAND(OR • PLAN W PRETREATMENT REATr srs a EiYL7ATD/ PLAN VIEW "YRPE nRET111E VALVE PC.0.PIE .na ava.E.,p.epYa.alar 1pe ry 5$WY ka N62Bq6N GRADE TO mc.Xa m.ai r....XY a:<mc.dwaap m=1 vpro ..p rnarv.. a N LD: 43, fR-A ., 4rr OQ0' 0Qn4QQr clFAsna� Dvstrane p, p33a]Bp3rormm m 4 h h •i h "h I Rm 1)U Aa m I B) FIS v�rx IeAv PORT K o _ Q PUMP STATION fiA511C RISERW @ ATO DIVERT NIMHRRFAir W 9X5G Df!I6N PARAME Xt O� rw INREADED ADAPI6( DE1R 5OFT) WFAR PNfP,LATBUL IN.TPAIHYIR PFEIWLFDD,ofH 5a ANO Amar ( S" I' O757R8FAlON%PE 1EAD IDE6 515 A-LAHE ITT E I-YI6 H9ST i0IWO.6E FE,0 nT95lalt 56MO NSC 6ATP VALVE BA'i®W TE SY6TIM DEEIR A ARES OF awCE IMS ATE PP40D CA11,111 fD NX 6V,= pL9 LLrA, P!6iTVW AW!FKED HLOIiDN5 W nE D09W REOVFHTEITS OF TE 51578E RRW a 12 -- ° c Y.mneRi v])De.% AATnTCIrAT COV GEOMAT-TYPIGAL LAYOUT SEND wL RPE Fa7N LO16TRtnARFAEPLAna OF THE A5TP®RbK LATEVI AAVSIU1P DRU BT S OULP of Fn VCfAi-8 FO HELD ��T �% TO AYJ.g A55F1o01H ANQ3R[f ASPOMBLEALLDRLL9041166MRIM ISIX, q 6 op. uND SaW PYLA PRE55U1217 D SYSTEM �y \�� �iNID FROM FINE X6N HABW AIb REV FH 6FRMTRIX 699Var AWTF SNFiDS r -- ...--•---• s 4w aa+.nOlro PVL GATE VALVE LATERAL(ATM TO �\� \ \� WSi fE 1R5TA1NDJBlN:ORIFICE HILB MID&VID IA RACE"NSG rRMw alt. ---- v -EINCP-oP-eqD-- \ \1 sr�.aTEawcDRv®BaX6oelro.sotsEBBsaw3orxl®rvalPs)Su'uff _ llll` I111 TEE LETal9 ` ArtKl0 rout a97AL EFF Of Va GEWAI PBIRECTIMIATEM TDFMLr[XIE W1116 AIo RUYIFgD FEA9RIG PnDL iEAP,PAt+BY3TL M MYOTMA SrNDMm NETT El"OR"12TH )� TT P-Or WirINOPIIDX9 Rg i \ TULNIP M$1C OH LlQED AFRFNNTN B'JLV OR IRIHADDR f1S.1n� -. �p F1• IL O rn C...,». lrm r, a � \/{�� PRG�'SRE FIFE TNN ALW R5T/11Li1D RA1r5 FOR 16{YRW AIDg1Rb G51AL TEAR ON 7TH 44' eTflNF uleuLs ® me SGRHO PJC,PIPE "\ ,\; / ` TIEMMN�CA5 Uk%LLSE WFl3llD 7DB+EEIM-MAPPROWBT4RNRIN Fpr Uar pnA I ._-6pox-, r? I 'u'-. -• J L3 COVER TO\ MAgM/11AT6Al NTCM 1FiLT'T�9GllD Nn F#.BD FFTT FffT-ALIIMI lBYs116NLL g n�a�m. :....=i'.--=_--•-I-I--- p 5EGTI ON STD soedra.,rrJ ro. ILOBI wIXA�L:651 �sI�W1R';ORM D11�A6Al IH/w "EDW.FAG3i' II c 1 TT, fied'•hl /EIo5TNG GRADE 9HO1K MCMV,Nal TLA;-PKt 9016 aEAFOUT n TrrryNw U.Wa.wle. v I 1 i z I L I I. INSTALL CLEAR RPE 10 POAPrBt Dbtrbu"PIPsAND 115TA1. LwwFaD rrnsR S•w.Ll3`AnnnMOF6•uxAn rosto®IxoVETt 11E wNU Fmn R®LTs e , ' 2. OPEN ALL VAL\ek EaN1LIZA101 Trp�wt PIP. 1 FEAR F:K( ANN FWb61aT OlfT®1-IWY96I1D 11EB11TH ST5TB4 11E RINE E>AOE TBt MD AiiWD11E TLRN R1 PUP AW NOTE EI£/AJM I /rIkOTTLf; �p�g ` 11 VALVE 1011 / LRNNRBD9WD DRTLT SRA!MTER AEF RIIi NNT FROM p2AN FIELD N�1 OF NATER IN EAFH RPE VALVE IN I0-t\ B 11116 M57 15N.Ta1G7RJCT1M5TAPLE5M EE MILTED TO WLD DMPPM 4. pa EaNLM REISIR FOR EVA NTN BTA fdxz \ fgW1A115A} MT.MMLYSVLLDTDr{9ETRAME TWFA C.GVH`JtlLLDIE GATE VALVE AT START OF LATERdL l y BOERYJSIDTO TBP A MIUM.n OF 6•OF!OVER HAIFHAI OVER THE 515181 f$ORE LPB,AIgI \ OOFLDl6R]I0I98f1TH E2lPtiBNr.EVAVATovErNBYvr SIauDIur BRr®1D rS 5 ARB 3ANLN,IIFN OFF RMP 11111140 F VATKl1E0.1R9lT a MPOF TIE B T SMND E AVOT®.DIF GVH TO WPIPES GLOMI AND RBVEPI74 JE ALVES MREINSTALLCAP5. / / . WLATWTO AWIEfdIREiIXnE51E XATOYA5D64WCOFPN7M5¢E60 [Dw.rtG&)N RS ATNE E AH0718 Fa.Bggt,Sq:r \ TA DREEELiLT ABD.OVIE END/D.NLBITTO ALT'.@fGGWXRHD 91]iDPROIELTID fY011 U m WAVY YEIaE 7RAAGAXD WES N3B4LOA05 ISATDORX AIA LOcA;EvaO5ETo to 114 1`1111.W?Lf ROADS T \ / A'"N TINE6RAAm 9.4FA(E ND THEIUM SECEFT X1 To IAMNff/Fr@(a16TRG110LLlll r1••�y Q OLD SIY590MLT Ob d II MM I'15 RBC�TINT IVH PRS MkN FIELD N TY.N BE ab"00730-FhONE 5TA-AID RAWER/FBICD ID PRB9.'f ECYDmxIm 12DLI61DME rObTRtti01 F W � _ _ L� {m C�EOMAT LEAGHINC� SYSTEM - PRESSURIZED "E�EBrR°,K'>9 SB�TEDTDBEArR�E'AFTER �E�"A�ESR�DE r :5` yt'�:.; A5K-rALLAR TOLL FREE 5rN AS GA®EI TMi RNNOM MEF& SaROLLS r P BE OID 70 PROTECT THE I+1 v= ^•.C'^r{c.r njFy;tV,•p, VLOM LOMRq.PAI®-, DF066EOMA7Rk5r57DbLCM ',Y `'�1fa'k3K", .3Y.',..,sN4' >•t r' 'y- 15g NIR06 DIA. N1N6EOFNlRDt9lrrEKsLA1 UVEIREAEE MXTMAL5 MOSSTZIETRE5 E1lLD NTT BEIR5TAO�OR 57�VIE Typical Longitudinal Gross 5ectlon o TEI53045) 912 9 RBD.T18Fr AIVSIRW 9008E KEPT A MRM PMAn O TW(OfUrPRKIll AN �)- REIDILIF6AROOTBYNBER5VRL3D.RWIS RZOM IF/Ji8T 1UFiTP.E 1P/1151It£89DK AS NLLON BILK IOW ND RED INRE MY CALM PKELD&NIM RXIS OA56N5 DWXFELD S-Series Simplex Control Panels D 4 X 6< ARM 6RFAIBSEIBACR LIS ATPi EfM8D8 FORTEEiff%S (2)W x(LBN5iN To SUIT)AGC2 MIM LLE O A RroT B4fAJet f5.W 5.5 TAG AD W/ NWMTEEB,VAMI s � Applications General NowzoNrH-ISRD�rENeEt ss.HNASN92 9 1ffAD BN6R T�vD PA aas EFLLB 6 AV NBODADIY pMLVHL asrn H EDsc1 h R F� 0 O F'RLPOSID/E%15TIH6 GRADE (TYPGAL) (TYP 0 VA.POST) 411E 6,V1 LLATE NHCNAT ATEI L PFSAD ORFIC6 AD OCFAIE UNDVBI YYSTBNTER M Q C-m S-SCT Srrffa Czmal Pavef5 crx,'-;I?prirpsh ORPtD•FiSQr�[S SIDDV COrdN PHr?�a'e Wz.Tmrvarnlr'� .II : Ii::::Il i:,:ll::�nlllin:,iil l::III:.III: D57REL1110ILNON6TH:lATER/L TOUCIf TIH MFtBLA7E7)HD6TA1 PMIVALVIE wA5 won%TIE TRY OSONTIEBDOFEACHIATERMLFE nWNLLYEI&6ETIERNP 01-0 5"Ier 6TM s SICO'S,O(Vle E+=Sy''-'f C znO 1CY 0uOV W-,YS 10 c,&,Oling FRVk p,PW s`,Cbrd rrrytme,�ird»:Un N N ACO TIPeER 5FELF x LL� [tmdtTto rOPmn[ircB' / FRI LIFT STA TO RRff ANS IATiE50. OIFN ICAT05 ESa Di ARE DSIALMVINIFOR HO NT �{ Q [nt•:i✓?nN Sjv- :eltMmur:u,w IAYKa'L1':1'3TI Iopn,.^Afuh,G[i:.ti,Or:TK _ D�14 AGG BACK DBIOPER IWC TRIAL FiH�lr]ffi]swEDHeeANFELD,WFLulg6-SFFaX raN11;NRR T0�-PAH 10 M5 ;rote,,DnrO d-ft Gtr,ava•rati-1.rsJmo eV-ralf 1.and 41 � yg'gcgpb Nembrnn N 2R4 ALO BALK BOARD wn PNS c5m h L In O V.a:16G6115Dkh xu.>HJab'In NI'�n 1);a fE.`:TI` Rt 1Y'L> x¢fi�.BurAFTIERw.AmInE ER1416F 71E 5AlE ZINE 0'11 UTHAL RFOArtw�ro gl -(.;�cr,.:aT, t'•° I SgFE)T 'D157RIBUTION RPE, LETIGTH 705117'H'FRA}E } M.NT T ASWYI RIRffi15SY1�61IEY RSIW LUFIfAW1ATHULI1E NMnE OEM aw W �_N to sLzr,'Jd sdPr/.Rrtdla'vgPs ue 4stulm CLnp2 C� PFQ7VIr 5pEGFl®ORIFICE H0.E5 FBb ED Wi1%LT FfGat£TIE RM A6lJY70fl1Al0PT AYTI[UaE�Itli NlFE U1Wx Y.1)/ ((T AT SS;ik';1AmtU mFa5lt3•Ba12J 14V'CUrx'dC Oran 1'IZWIDE ORFiLf SNItlD PE3R fN,wF. UIE7DW ACTION ARD VVWTY.091M ATG A ,�h� SnVAL MA TFE xIBRATNELY,A SM&L MREM WY 6E ICL' To petVe,.SI pmt h..a120 Ar p-d-tDrei el, FwHled LFHICB I etdr$20arc'15 TOM a2=DVAr„CUOP rI`Wt trlaWx IT I5 f3LD1TEEAD TMr TMOUY nE UTBNLLFES O TFED PRY 6E BCAEn ANEIALLY,I R®KS W IK CMUICICNAT?AF782R8 FILTER R MM PE F035M TO MW M3At SSm;p;r..;�v lww,in,th tdxl mrcra)c.N aaz z_ enrOlFbe 91I�1i a-t.y ram£rrrdnux. NtkN $dl vrV� FVP enraE�llS BY�leR 7N1vµ�A INe�OF ~' _ r clRed Fin I TFE5 1A AffD,RFATMNT SYSTEM 9=EE RLFW,M ANID AID UBW '- LF97 IY.f UL-5181 T,nC aA-SOc.Q-Irrrl YEr-trr50f$-:flf;3 STAINLESS 57ff1 AIY]L.E FOR A 1fiC181,M REWREI-en a NE Vw ALIUHRAP AgIGWIE 4EEILATARr ENBNNffR e .: DUYt 1)e a,3!�•e, ` I PROPOSE 2,SHELF SUPPORT A®ILY. ----�•'---�_1)L- k' I I TIE CONA Fos eOx I i4 o- irA6e55Ne Core 4x4x6LG ACEI TIMBER POST M6r EE RAMMME RELO[48•DATrX✓5 TO THE/tlFP WNF'4. Crlcnc:..+1)1)^..x Ccn:!YV'.+C`TFLV,-rxxl+a MNIKH COVER 96"B8OH GRADE DNA a1nABE P86TAL STQIIG]1D5 AND]1OK15 IFY.AS0 IN POIXED COWIRETE M I2' NnvBK OF nE 9r5TBM s m iz< I 34,HOE HAT OIAI' I SONOIIBE,MPICAL) RI_a MOHR 4NL1 S COWVE MIM70RZSXE TIE A41M CF WBT6ATBR TNI NGT E IWATS;/dDA5row Materials of Construction RXB06MOEDI OR R YvI5C MervbEi VIHTSADro EB O(z BKTNW 3Y ABV T $ pLYAYlVR6EB6YHA0.V,yE FN51E5 MO SYSTEM 313kDT FERFOR rA R GROW WATER 6EOHAT GLRe ARTY EEMIOEYER 5 RBi V 60RIIh B DISPOSAL 156 Co1-It KIT6xial FL.DFADF••AN aKa ID'D)�R B9D'WIDE H616t DMX7POVi5P=A1DOTIELSPJ�HAMAMYFWMYMD BID LFINS WNEJS �YCa 5®IG MANN TOVHR ACCESWLE TUR tAW IRWECTa50111[ XB Scronrs Ur-F»nar rnrgr,•_r,>:RI.7P 5E, Q Q SEE SITE PLAN TIO LATERAL GRADE N 2m.s-mM COVER [21ANffTT',LOCATION.L@1 TH AND PATH 1N A FR4PTICIAKENYOUF6LART AFD CBRIDF#LENS MDCRAGK, IY;r SJniYiOM FLOWOF �� �' HYGTLO5C0%L FtI•ERA}g /\\/\\ I i \\�\�\\ I \��\/ GILAFtKFLd`OWLNBI TLV INVE FR[BIB6 JEFFREY T.3iLrL8L PE. FROM ETU g,51X tO lEALNIIib FI$D GEOMAT- LEAGHING 5Y5TEM .///\/ .. //� // •al I LawDSr TOR bNTBM.E LRMnN1VE,RAl1 •O; •, .Q�RERa=ogL®C NCRETE TLprcal Gross 5ectlon \\/i\\% 11I \\�\/\\� I \\\/\\ RlB1 WTMT WRVATA}M CQMrA 0SIVE11E GUM PIF86,HFBAW SLCN 64 Specifications Am-FLonrnnox calRTERw wn 18DI iD 5cOe- /\\ 1 I \\ { Rm AcrS uaraRz sBX y� \\ III \\ IIIj50.WD'moL,sPNN1;T11MM111Ht,IXaFEECrAVI5,R5DcbT50R T'OBA61%WITH: U F[dVrt SCA^0rX.eDW6 PLAN VIEW' Db NTAR DLVXRElD00.9AD AKiMA6 OVER IT N:SM.n{pR1 115 C:P. I I• I I• 1f.Alll ANr7,IFS DIlER 11WI BPA55 DVDR YAR DWIEQD. v' 'ASAtm mSrl 57 P3i OR8103/•6VFTID EEOMAi61M PI mc..AFn W+,RB9Ria T3AIF�ORr lllg 1,W, 54i7S11 FEERA-fi LIDW 55 B0.T5, BA5G DE9BN P/RA1EiE I I I E38ALLT 11E EFFUBIT IRAY'PDC PFE fR0M nE11EAn9rT WiiO nE ffOYAT IRNEOJIR YDR NaVIBED OR L01FMLlRNAAT NAI. LP,E'OCI INTERVAL SPLICE18Effii TOFdL1E111�DE59K PARAEIHb NFBI OE6XI AW II{STALLItH MODEL H24B 5 J$'RI 9 YIN.iiE bwL RPE 1fEAOlUx PRt 9II NLL OEHD UW9rM `b+ ID HaNT FACTORS A5 D6r/RCE,P.IPIEAD,YMLV6CGBY,FRLIK.TNL Yf5MD PROPOSED BOG MOM 5 Pad W"r 12)WC,1 MD TS kV:ti16 A.i-,T-"W P+H.StYATiT MTVE SOL AID 11 MIM r5 0151121D PREE&RE M TE DISTAL CRFICS 11E 1RA1BaR7 FIFE 511CLDHE x L, J N } OREIL'O C.Y D5L1NR6EA Y, DE BOLA ASD C,2VP 1W DR116 C,()RST M 5 TY91ML TO MVYTANYB SLi'D FIXEN flACC 107E PN BA5NLR/RYlARO RE 6FOM1 I0 DWRINE - C-' 521111)10:1x-' 1=OUf34,22401Via,1Pnlr,Ulll• MODEL MILENTfRMLSPLICEBOY, 1H'FRAMEDETAIL, WyLL r� d9L51HGPAH AID IF6®OH MifR AO BASWVBERIX THE 501E AHOlM UIH A'1IR EKN NfENSAECABSn NAY EE E11E210 Yl0E 11E ¢ Z LrT X •vc mvcu.u.e:ao-v.axx.:.r�vva.nrnlnm:v) TIE T®DIEL TSR M5 RFAWK CG6nMTVN G10ffTRBITN eT-IRBYN NEI IPAVM LIE NB"DESTrFS MSSULDif OO{E 10fREVBtf ITlffOF81X L5TRULTNRE FOR NA OHE$COMROL , Oj QFj� TV FLW FROH EN RCM iO LEAAIAXS FHiD M•9BE ULir6A®5A16 UTEL511TWZID AS ABtYE APOVDND CAD IEATIER AR/MF5R0I[SNITS 9rILD�E0 MFIH AW GNXfE ff oo aa r PANE,BLOWER 14DIRTIRG AND FbrE:ADDITIONAL CLEAN OJr 5KALL BE PROVIDED ro O 1 CZMRW TRE 0B:H1T. SRDRXb O THE NP TAN:MY Oil•R DF5BN HIRL•L FOR BUM PUMP DISCHARGE F3� 7x1 WdTRA&PS TIJWTOBRAWELD, M5rAMAHWFMFEONrA-Ra9WDNDARNFBDAi1CAT06- PRESILiD9NLLONaMRELDAPLLCATD6-SETAK(M",,IBIY= CONTROLPATBLFORLIFT$TAZONI N O Lu IN INTERIOR OF BLDG,NO HOUSE TRAP GKku BE r��lD MIT FEED INSTAL 6ROMFET,120EL 6125E 9FP0.1c LOCH•,SIEK A 4A6ET0F6 -PAGE D CF5 S"E:NLlE wry-V I Q Q PROVIDED PER IRE 2115,P32014 r.l (y� CONTROL PANEL R HODS 6 003tD F1M1 A5$AT,MODEL.M3PbF5 TIE 110T10M OF EffOMf SNLL aQ NIKJ6�605 KAD Dfi RHn1NWSFAD5/ND lA SVS v J Z. L O M VIMEM WATER ALARM FNW GZAM5, MMATOSTRE111"MWFULDr NET?rNLT Pa•703'50EAYERORL 0QQ (n SCALE:NAE ACFF 6BMRATIONlOT1E BAbMLNrM NATERUEE 63FEEt UIUMUU1111M DSTPEll"LATERALS ATE TTPtALLY I'TO T SCHEDULE 40 P&SO RILL VARY STOPPER OR SUITABLE Z A -v Rll' O N CFB400 P EMN N LAY MTER/RBXIDANr OFF ARVW,, IL DEPEN INS a DT46K AID SITE COW CIW6[XsiRema LATERALS RICI D NAVE �Natc�car,BAB, alp RUG COVEG l) O YY FILM Ni aMaBA'�N�N IG10 IM1� SDMRATIONM HWVMLAYEA NNLL BE 4 FEET.IffilOMM9 MP14ii RONJIMIi TbII VALVESUISTALLEDIO FROAPE EIX FLUX OF E TTa b'd'd0'Na io 6RADF � Z�r 3t jT N MMEF8146GH CIEPTIEEGITOFb CF nE IDN1RNLffAVAi U7BWSLEVB; ALL RA6HRN[i'DIAT UIERALS AfH AT VARTW BEVATOI6FIdN GNRW `••Q T FI00EL PF'30O IBr 17SIH�L) WIEJTOV GTE WDW1Jf9rN 61NEDWXRBD1Rdr)B, E(dW1UIIDNVNHE5 ATM DF IIISTNLID N DERnP LFINIM FOR BW LY F N FRD/OE FOR IAfEd[L RFY DR/UIVIBE ADIWR1BWrE ALS L%B+ATG1fTm7CtiCNFRF5DAW5E ARD RBVBnIPN d'ft✓ff➢76.A _�SD33 LEit$PINFG(91 FVOD MTa218 E0L511N1 ATE IK]5T OR1LT fELVCE TEY CAY FATLY 5IEM DSGONELTAWDfDE VALVESIIRD BE NiALLID WIMIP&:Ft LFTH RNP ToC / Nr U RVl . .. A6 OPALT )i AID SWT BF RCM Ta DE GE"T PRIG. '..; •.; ; 4-1 Q a N O �RBIFOREED r01r7H1E NrfFRDATATION FLAN£ r.VP/11E OTE RNXFEtD B1g IBL USTALLRBrUKQEL7S iVUE.IMI-LLAIB1&NDOBFtE4Z5ARe IUW M70FRDVE:Ent •.' ,x;.., -fix. 9iEVATON NEW' 0w621RE=36'.36'.12•DIDIN HEIM POSME,CORW VI11WTY NTH U781ALS,TO MA&ORIFICE F8Lf1f.>®FOR BASK A'DIA x V EME)WEm NeI FIRST REVIIAIM ANTE AIDEEY$OMC'A E.5ISK PO5f11w fE BUNT C4.056111C A16 TO R'DVIfEM LVETVIORMIN OF hkil"IM A5PA1+ L TYPICAL SEPER FIFE -" U SD LL. .. ORENCO LIFT STATION CRT tEl5q,5'SOIARE DFADMNL U24 LAS LATBRALSWRALM 10 Bm1w9WAH rDMOlRS NBEVER FOYIEETYaWLL FOEVER IN TAT TIE VaTtEET 959H O8+ATE AT THE SEGR� TYPICAL SLAB DETAII. O O BUOYANCY CALCULATION: ORENCG TOTAL BANN ali;Y CY1 024 LD5 a N 9e$51ott +1)F MALE n FAAffit t0r�0RAN FEED IPVE BEVMIW ZF0I?M 1156.016 E73B�V STJH0/FI CWFICE G06"GY fP5l11.HER 5aL AIR rL]irL1^QL� 30•ELBOW 17-d Z' 11'1 SIMPLEX DISCHARGE "TI-EWAWIY d'9911'AE DEADVANL FOREMPULMIDA 9ffxE rmrmR u/FAVn r71E MN ED.ABa END SY57B6 Afl:URL®,T4E AfilCE MlSUfilfi fPtALLYEI6'ro9'I6'. AT EIU BILVERwn fl FA1,V 117 �+ EIA1TPNr FURL815 AL�LLT�AR VDOff INYMN GUNTAN325 9jTl L%r2921L1 AT6'ERYDEPM OPIEDIWXFEIDTBrNHLLBE 9NLLILHAK,®,HHHA5 TE IP HUABfI PM695 UMP ALC01d FORA VIR MOF 2 FET CF D15TAL LEAD AID A NkKKH SCALE.ILTS. RTS Z REL'1MaH2fO IN HATER PUMP BASIN DETAIL MTT�L4TADD110 BE WAIIATED W DE9BR BDNLLBEnGIVEEPEL OF HE Ar 1N D6Tx EW OF L"HCAT D57JWr H LAYHAL. O Q B6fPM FORCE DF BA5IN� SCALE,NTE Rlo-E aft Bl'ED IXRBD rODMOVS OVEtRN EB81AT✓�RD05Ex1UEVFL T I0 THE-AEiRATa NT ME Nr8NN5 n5 O BlSUI IElafr O1117.VOL BHJrANr FORCFJ BE PROVIDED FOR 4-e DY145 A DAY bIDSY U"M BIP aL•IYE69gLD 0 V901OR5M= U29 Lffi BE DSI90 HIN RDAT• DB CCIORyM NGH W.T33 NAWW%REP DUFF. TOTAL 91UYANT FORCE= IIIN Les ORFNCO NOTES. ADLON HNTIAIM1mMT QF.AN D/BNT CC"5 RECOMEt19. INTERNAL •ORSW NSM BASN IBir4FT TO BE GTT To •RRECA T Alm-FLOATATION COLLAR 05 SLOIOLB 61"1 Ea6A/ATtN PlCdli$ELIS 60'HTE TO SNL$T$. PAGE: AN1743WTANT FORCE, DSRELBBMINFELD •ANna:lOA1ADDI COLLAR M3:T51WX AT RU TIE SDI MrAn TIE D5F1£1AL TiSICIM%ALL 03LANOITAS�MEI EDG PNI1l6 36'X 36'912DP 5aPRE EOIG DEAL1iAN RV .RMS SYSTEM DE516NED FCR OEIWD D05E WMY15VN POMIRE B RE FREW OF DMILD95 a VM C/6UUS tM FIRM 24.OD.x 6'DP BASIN @gym= 2161 LB5 •FICMTIsai15 TO ADJ6TFD Of IXy.IEI •ANnfLDATARAN DEIALL To BE LAIELLAT® CabTRtna IFFRAGitN.,nELNAFE lW1 FIELD APEAMAYH E+fAVAtID K. WTIE'S. B/SN FEIaMT• 11291HS .FLlA NEI&OHMS:11A6 MTW O/IW BI LSG TATION ETAUL IETdYaWi BBC171lIID VYfN ASURABlE6ATD FILL 9rA1 AS ASMCJA9AWro IFOR CLENFIUr(5)LOCATBI N TPAERG AREA-L FROAICE NM SP3 'roTAL ANn43ADYANr FORCE- 3,2%LBS .ORBCA HIEN NEAP RW TD BE SISFD BY •ANnfF1AATATION To BE CALaLATED DAUD T/E OPaB1BAIATGt CF 71E BpTTRM O DHIDI NDTN KOFM cORSIPtIFD TpKPC ffiARIG iRA/E ACI LOVER DS WR3R ON SPEC 511E C0IOIILI16 AIO BYAAIIfD IK friD SAW, 2 ESR IRE KIM BULLMNS D(ER50bTONEGI10F6 ANTI EOTANT FOUL ExrEEDr BgYANT FORCE BY A 292 .Dui/L1 u 5RDhETH TO BE FAD SAFETY FACTOR 1267µ!g3 oP 4 cnT-%TJL` oV'r NNB1 NRf FENCE SYMBOL Ca (MN.14 Irz 6,V16E W BRACE o Gin;a I n ,A 10'MAX L.TO L. MAX.6'NIE'H SPALINS) 1Ni+H+HL1iHL+l.HHH+I+ sRADE W.EL.163 ap 36'MN IBSM FENCE COYA07 FILL POSTS ORNB4 MM 6' INTO GROW. _ H16'MTPL FILTER Z4 _ I6'MIN. � R� W W Wy W W a = TOP. � EL a3'rm-09 nAx TOP•CRA f,asT a BtsTgNAL �p PER5PECTNE VPN Ei.a32NN•BJ MAX 200 AP IT IN GT.M". FMS 2Ra AHP a rac7lr.MMD. � 36'MUL FENCE POST B6'i.e-� no AFP M.cmrr,MNI E.HMN 2' -B2'NAx 400 AMP(4'CQtTAT,MIN WOVEN WIRE PRIDE MIR 14 V2 Bar o cTa EMR[OIw2uTCN BARGE)l/MAX 6'MESH SPALINS) rb, EL N2'MII.82-M (r, TEL) g WITH FILTER GLOM pp 3 FLOW � IAIDISTLRBED GROUND ?? d4 Ca1PAcTEv SOIL m YI:P D_ = L D' SAWTARY TRAMInPCRT RPIN9 aimp fILTRR UDIH A MILL OF 6'IN 5RO(W. 14. ? ail a Gra,"Fi,2n7 SECTION VIEW qq c40QS rnOH Sptr IrICATloNq 6ROSSING6t y'crs INSTALLATION NOTF, 3 I.MOVEN WIRE FEYE TO BE FASTENED SECLIRELY TO FENCE P05T5 WITH WIRE TIES _ HATER LINE.BM9 9X/11 BE AT LEA51 nal FEET Z OR STAPLES.FTJ5TS SHALL BE 5T1$taT ER IT'OR'U'TYPE OR mmmoCO. = fFCMv THE PONT OF cPasa1W ATm 9B8R NEB BALL BE CON T CT >X� LTEV OF NATERM AND JgNI57+N1 ATE E(UVA$n TD l4ATER 2.FILTER GLOM TO BE TO BE FASTENED 5ELURaY TO WOVEN WIRE TUN SrAtIDATAS OF f05rT4CT1O1 FM TIE Fe,CE WITH TE5 SPACED EVERY 24'AT TOP AND MIO SECTION. EMrElaen+oF Teff SE1R3RLOE Arm Bv1L FEYE 5RALL Et WWW WIRE 12 II2 6AU6E,6"MAXIHM MESH OPE4N5. m 'TESTED Y Asam HAT82 liame55 PRIGR ro BKIALLINB. F 3.WHEN TWO 5£LN5 TH TIOOF FILTER CLOADbIN EACH OIHEi TTIEY 5HALL eE OVER- TOP o ORI:EL.9S' AP > LPED W SIX RGHES NO FOLDED.FILTER CLOTH SHALL BE EITHER FILTER X, TCP o mR2:FL ND' I'<im6�P WAS MRAri IOOX 5TAHILNKA T14ON OR APPROVED ECNNALERr. TVP P 11 ,BRvrE�yurt 4.PRI-1FAIDOCATED UNITS 5MLL EE 6E01FAB,ENIROFERM OR APPROVED E4INALENr. BOT.ORi,a AL4 BOT.LR2:EL IIA' 5.MNNIBJANCE SHALL BE PE FORM D7 A5 MIDED AND MATERIAL Rla b PHN BOT.CRs= I I T9' ULGLI,'DEVE.OP IN T+E SILT FBICE. U m U3.OsART C6ERVAY MIE m nATInAL RE�.WES OF EN RZKMEN ALBERVILEGC11 SILT p„ 184 TLQKSTATE STATE 011.4 hrr WATER COEERVAMO COMMITTEE N FENCE LrrILITY GRa551Ta5 TABLE• N NB+TOiRK STATE SOIL 1 SAYER LCIlHNA110N COMMITTEE No. UTILITIEm. INV.EL. 1- 6AINTARY LINE EL QO2' CRI HATER SERVICE L°E EL 442' Q "„M.umMmm DWMAR6 MM ID'5EPARATION) DgNet �o� AS RI _v®„mm DLON961AU� Im,°m.,.mm°, a LLT< CR2 YA7ER SERVMLE Leff EL 11.79' [--1 x Z 800-272-4480 811 EX FMLCOMM SERV. IE OF EXI M6 SERVICE DEIERHMW BY HN/MAC p BU'L 1PPIPPIS PER 9TAWAR09,9EE!DIA ADPit �.+ m X p By tr,,°rraramrs aw c°nxacmrc vmnno in MAIW A11S HM&SEFARATOW Q NJAVER SERVICE LASE EL 11.75' W CR3 E-I (1 WR ..ran ORN.i,alnM:naae°°,e,,,:,cna, m...x v.�.m:,�.e EX PWJCOMM SHIN. IE OF IXI M6 SEfNCE LEIEi:MNID BY HIM p IeNutiu e.en°ea�..a le t0 �"•P lan emzRz<.e°mh'ounu e°ti%vu� BCAL OEP15 PER 5TANJARDS I�VA,AHNFJ Z Rl nemnl o'or enol v°mma ro°aR.°me.r.ror MAINIME HM W STPARATIL*4 2 Q aeNNea°, ,eA�mw°I.e°.w'•..a1 w N N .e am�N.n mq,.°na°ne: cem.axm,m.m:mn renW uwlne.M°a:e Vn, a°°°n e°°cnxr°e FCR 11 CROSSING/TRENCH DETAIL @ w WATER SERVICE LINES, FCR2 ti POWER&COMM SERVICE LINES, CR3 AND SANITARY OUTLET PIPING EN9KEE9-- NOT TO SCALE JEPFRH T.9ROoL8(P.E. O F STORM DRAINAGE CALCULATIONS: rn U ValIME=AREA x RAINFALL x CCfffIC[ENT AREA=DMIZE FOOTAGE PER DRAINED AREA H O Z v m RAINFALL=2't 0.161' Q F- COLFT10EMr OF IFPEF'ab SLRFACE=IO z Q N O } STUFM DRAMA6E SYSTEM DWCAaW TP E%LSTINB M'M EP 6ARABE R46 SF) 24b CAST IRON COVER FLOCQMT AND axroOR BA'JMER FLVDRI•ta ANY PATTERN W.6112D LNG:696 9F.x 0767'x IOD-1165 CW-r. IR ErilAl fb.15T TD FINSH SPADE) z z Q Qi 3 LLR lODd.vDLLFff RTmLAEP:m wFr. (y� IFF N-6o x N L0.IRLEAC00 PL OL FTNL GRACE U Q UIQ q TOTAL VOLIIME PROVIDED:131 CIFT. PPE, LIT HSM DENSITY STMT PRANK SYS71M DE,ICATED TP POLTETNfl13E DDFE7 TjZ O JNZ-1 IL Q MBnNS DIELLN5(' 9MaFF(Ip9O 5F)ANJ m D'RPE DAMN ' I y M•-4 Q_Q-V p N EXBnW POOPED OVER PDRCN PETS SF) _ CNLL•2,263 5P.x DWr x ILD-376.26 PFT. N MH(AS PSCi.11tW) TOTAL VO1kE fzEallffD-DM 007. 5m I Q NBUJJ Q lR£(21-6'P x5'La DP.IFKHWFCCL MINLET TO 5O C0a1-D'P MM 1• OQA-IQ�Z" TS CV TOTAL WLLSE FRONDED:Ib OJFT. SD TO°D LOIN.15'4 HN v X-20 O'TIK TRAFFIC Q N ROOF LCR CONK=4'C MN EBA .19 B.1B W Q W TOTAL-VOL.uME PZ:GVIRED: 53n rUfT.STORADE �V o Qi TOTAL VOLhE PRNDED, 55b CUFT.STORAGE WIE�ACE SYSTEM Y Tg A5 5F0 S TO I Od 5<; S+T m ISM NSND9.6DR3x PrrrA AT IW OF N. HOlvj BILE F.4 Q N N Q LEAPER f00'rPOOLS MIN.IN PROVIDE OF r 1.V CO C Lrom T LS.PROVIDE BOOT ffILn3i fAlIRIU T/) (3 .. I.LEwrJ4N�TNM15 Blµl BE PIRFLvi CONC CEMENT 5RmLTDB A5 MAl1F, fQMLPONTO pO1JFA'VT ALL HSU SELTONS t z Bf BRfOI[R8C,t5Y INC oR F>71VA18RT.9W DRAWH&S'WU EE SBITTED TO THE TOM`ENONEM FOR APPTCHAL. 4�� 'L.® E= �J 4' BED OF MO A gf INA U 2.ALL CLW C73EW L1�N Tiff P FOR Of FW.C'6T STRROT. A TL7 B L BED OF MTORrAR W z Q BALL DEVBOP AMN ROM IRES LVE STRD6TH OF 4000 PSL.M 2D DAYS. 1, 1 8 IF CSI I' p 3.SNCP ORAMRDS a PRECAST FW30LES AND CAr01 BAS'N5 MST BE al" TO TIE TORR EMONEBR FOR APPWVAL. 5'TIM .,I(1] B I 5'MM 4.REaESTSfORDEV LATWbFROM 57ANDMPOPAAIAM N5ULLAnO6 .I 8 H I BDIN MST BE WDE IN WIMIS ANO Hbl N6"OE MR 8 T LU CALATON5. I PAGE: i ALL MA NAM 5TRIGRA35 Wa BE PLACED/IN MaPTABLE LEK&MS I I 1 SaECT GRANLAR SOL WILS AS APPPCNED EY'THE�BOMEER IN THE ENBRT PURR E SEE DRI16 CALL FOR DIA aV%flLL FOR LFACHNB MATERIAL 5 BlLVn.E VATON 15 TO PE CO NPD TO PmPHERY Nm BOTTOM WTABP MATERIAL Nm BACK PUMAS MAILED. , in U"%'Al M AND BUOLL NTH ACCEPTABLE LEAYJ4R6 ISM NDIIE Ti) 6.LFE B'OI I COMT(ER 1N O 0"IT ATOM HAIM IWFf)NERVY CUMY OpWD HATER IPACNN5IMl8dA.HEE NOTE A51 SP4 PINE FOR INTl�LOMELnON of 0N451Tf s7CW1 H47Bt LFAOIN6 FlCxAS A.WK FIFE'PECIRCAlm fAA9HT0 w29N L kAATTER-lnF TMW TEST N5H FGAIION IA5TTMASrM Mo-=2I TYP.STORM WATER LEACHING POOL DETAIL o.Bl'/cIET5PECIFICAnONN O.SIM"IV NOT TD' E of 4 onr�Tso o�m en U) %" US _ POSTAGE-PITNEY BOWES SULT,ANTS 1319 NORTH SEA IROAD LL 02 z'P"968 $ 009.730 SOUTHAMPTON, NY 1 1968 "{ 0001320877 DEC 05 2023 +re-v't i 7022 3330 ��01 3299 3447 631-283-6360 RECEIVE® D EC 1 2 2023 Southold Town Clerk Town of Southold PO BOX 1179 Southold,NY 11971