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HomeMy WebLinkAbout1000-103.-1-19.2 DRAINAGE CALCULATIONS! REV. DATE ITEM \ PROVIDE STORAGE FOR 100 E OF A 2 INCH RAINFALL FOR IMPERVIOUS AREAS W- S 1 T E DATA A PROVIDE 15 Z STORAGE OF A 2 INCH RAIN FOR PERMIA8LE SURFACES rer�°x.ro T6' S/31/00 REV AS PER RLA USE 10 FOOT DIAMETER PRECAST CONCRETE DRAINAGE STRUCTURES RATED AT 68.42 CF/VF DEPTH A, NABOB�, AREA OF PROPERTY 1,177514 f SF 27032+ AT, 2 9/25/00 REV A5 PER RLA , aaa �ydR 7 SYSTEM 'A" C.A = 19,800 t SF3 10/12/00 REV A5 PER SGDHS 19,600 SF X 2/12 % 100% 3,366 } CF STORAGE REQUIRED AREA G7= (S(1 LDINE05 (EXIST FOOTPRINT) 7,25/,0 f 5F. 3,366 CF / 68.42 CF/VF = 492 VF REDUIRED AREA GP f3UILDINI (FOOTPRINT) 15,587 f SP .4 9/15/01 REV A5 PER SGOHS \\ USE (5) 10 FOOT DIAMETER BY 10 FOOT EFFECTIVE DEPTH POOLS 5D VF TOTAL DEPTH cam DSII ),RYs r`rPe v w2taw cunt 5 9/29/01 REV AS PER 56DHS O % 0= LOT OCGLPANCY EXISTING 062 t SYSTEM 'B" C.A = 6,000 } SF e 4WPA°TM S`"!M'O� b k/04/01 REV AS PER SGpHS 1� \ 6,000 SF X 2/12 X 1005 1,020 } OF STORAGE REQUIRED b" m Hua % Of LOT OGCLPANCY PROPOSED 1.35 f % 1,020 CF / 68.42 CF/VF = 149 VF REQUIRED PROPERTY ZONES 6ENERPo_ "NI 15 / LOW DENSITY RESPENTIAL R-b0 ® USE (2) 10 FOOT DIAMETER BY 10 FOOT EFFECTIVE DEPTH POOLS, 20 VF TOTAL DEPTH CONIC. C V`�B DETAIL PhRKIN& REQUIRED (SEE ChLC.S CEILVV) 76 STALLS SYSTEM 'C" C.A. = 4,180 3 SF N75 PARKIN& PROVIDED (SEE 6AL05 BELOW) 99 STALLS +1 'LJ1 4,180 SF X 2/12 X 1005 - 710.4 3 OF STORAGE REQUIRED Ge c' 1 710.4 CF / 68.42 CF/VF 10.4 VF REQUIRED F_LEVATIONS REfPER TO L66 & GS DATLM uE.tM USE (1) 10 FOOT DIAMETER BY 11 FOOT EFFECTIVE DEPTH POOL, 11 VF TOTAL DEPTH S.G T".M No. 1000 - 103 - O - 19.11 & 19.2 SYSTEM 'D" C.A. = 18,700 } SF Ib /- 18,700 SF x 2/12 X 1005 = 3,1]9 t CF STORAGE REQUIRED ALLONFJJ N..MDER USES - &{=1`IERN- BUS NIES - 5634 } hGRES A �'' 3,179 CF / 68.42 CF/VF = 46.5 VF REQUIRED 247,610.56 5F / 90,000 5F = 825 LrvES USE (5) 10 FOOT DIAMETER BY 10 FOOT EFFECTIVE DEPTH POOLS, 50 VF TOTAL DEPTH ALLONW N-MBER OF U5E5 - LON DENSITY RES R-50 - V'947 3 AGREE SYSTEM 'E" C.A. = 6,125 } SF IMPERVIOUS, 8,000 3 SF PERMIABLE I USE 'LO 6,125 SF /X 2 12 X 100E = 1,041 3 CF STORAGE REQUIRED TOTAL USS PERMITTED = 925 USES r ' n Re MMlE 1u[ , '�� ., y?9 q TOTAL SFX 2/12 x 15%REQUIRED = 204 4 OF STORAGE REQUIRED R✓xr C'- -'+, F O� TOTAL STORAGE REQUIRED = 1,245 t OF PROPGD NLMBER O`� U5E5 - GENERAL BU51NE5 P ' +iU, 9� 1,245 CF / 68.42 CF/VF = 18.2 VF REQUIRED I, PROPOSED TASTIN& f5ARN \ I + l ( USE (2) 10 FOOT DIAMETER BY 10 FOOT EFFECTIVE DEPTH POOLS, 20 VF TOTAL DEPTH Y4" 0 ROADWAY TYPE 'Ps"# /y GAsr IRON FRA4E: ANP 2 4, EXISTIN& FARM 57AND y SYSTEM 'F' C.A. = 6,150 } SF ORATE TO CRAM 9 EXISTING WINTERY F?,OPVTION f5U1LDIN& `Y, - y/.� TFC 6,150 SF % 2/12 X 100E 1,045.5 f OF STORAGE REQUIRED 1,0455 CF / 68.42 CF/VF = 153 VF REQUIRED 15" LGNN15,TIN6 PI 4 FJ(ISTIN& STORAGE BUILDING W t d:' ___H4__ .''I< y 'B. ---Q sGgp. USE (2) tO FOOT DIAMETER BY 10 FOOT EFFECTIVE DEPTH POOLS, 20 VF TOTAL DEPTH -__� FINISHED ENRAGE 5 EXSTN& 5NH..1= FAMILY RE50ENGE ` SYSTEM 'G" C A. - 5,250 f SF T_ AX rpI �•y�, ® `scP R e•�1 3°.' - -- FT�Lh� 1 -_------ 85,250 SIF X 92.5 CF / 2/142X 100% 892 VF OF STORAGE REQUIRED ' y TCO Q3 fT}'p Fg2'I"Agll) I VINr�NLMCER OF Le-ES - L.OIJ DENSITY RES R->'� •",' . 3 F/VF USE (1) 10 FOOT DIAMETER By 13 FOOT EFFECTIVE DEPTH POOL, 13 VF TOTAL DEPTH H OC90� REIIJFORLED N 0 6Y6EM 'H" DA. = ,2.,]5 } 9F oN�� o-� = PARKING CALCULATIONS o e➢ Iso m0 ♦N ;, ; •`\ x . u 0 J_ FTPS 12,175 SFX 2/12 % 100E = 2,0]0 } CF STORAGE REQUIRED su 5\3 C-3 o--3 SCALE 1" 80 Q `�\ \ ="E� T�." _ ©- q 9 2,070 CF / 68.42 CF/VF = 30.3 VF REQUIRED N IN GD � DI - - STORA&E AREAS 2,998 SF/ I STALL/1000 5F = 2 STALLS "':r"."ma P l USE (3) 10 FOOT DIAMETER BY 11 FOOT EFFECTIVE DEPTH POOLS, 33 VF TOTAL DEPTH WINERY PRORY,71ON 2" 5F / ( STALL/ 500 SF = 4 STAI15 I • ,'� \P�, ' ,� x Y0�'�="P '" l-�4/ OoF'9T'/- SYSTEM 'I' C.A. = 3,300 t SF 8{1- NIS PRECAST � FARM 57AND 912 SF 4 STALLS PER STAND = 4 STALLS ® �O 'R ` :A5 - 00 PIy S� 3,300 SF X 2/12 X 100E = 561 3 OF STORAGE REQUIRED GRAINAG-E RIND SIN&LE FAMILY P:E61PENCE = 2 STALLS 'L'1 aAKo 561 OF 68.42 CF VF = 8.2 VF REQUIRED a (4000 P51) RETAIL SALES TAS71N& EARN - 7,000 SF / I STALL / 150 SF = 47 STALLS �•A' 4(S 'f " ' ` • \ USE (1) 10 FOOT OAMETEFF BY 10 FOOT EFFECTIVE DEPTH POOLS. 10 W TOTAL DEPTH J P\ - • • , _ � r�.\ .,� '!:=' �,' 't( _ -------------ys OFFICES TASTING EARN 940 �'� / STALL / l00 SF = 9 STALLS KEY PLAN J- `•` - ? +s�W 'y,_\\ ' ' ' ✓ ,O - SYSTEM "J" C.A. - 6,1300 ± SF STORA&E T-ASTIN& BARN 6$25 SF / 1000 5F / STALL = 7 STALLS ♦ �- vi „/I 6,800 SF X 2/12 X 1005 = 1,156 3 OF STORAGE REQUIRED WRAP ENTIRE 5TRLL'TLRE 1,156 OF / 68.42 CF/VF = 16.9 VF REQUIRED II Wlm FILTER FAW6 TOTAL PARKIN& R.EQUIRFD = 76 STALLS NO A + \\ \ 1 \\ ,� USE (2) 10 FOOT DIAMETER BY 10 FOOT EFFECTIVE DEPTH POOLS, 20 VF TOTAL DEPTH TOTAL PARKING PRO✓II = 99 STALLS ~-\ �g� y + \d - - '� - °.T R6 ` • O(j SANITARY CALCULATIONS' OPEN a _-__-_ V' MIN 66LAR S T I M A T EQUANTITIES r}� 90TT E O F PROPERTY LOCATED IN GROUNDWATER MANAGEMENT ZONE IV, 600 GPO/AC Z 4"' Y-4'" 4" 6A/.KFILL wIm . {�A I ALLOWABLE FLOW FOR SITE: 270J2 } ACX 600 GPD/AC = 16,219 } GALLONS PER DAY (,q..IPAGTEO 0.EAN I -R� . • / \ F � � ASPHALT PAVEMENT 65,800 t S F. 't u'?' \ „ / / / / @ b SMD & 6RAVEt O•LY / / + Exlsnlvc FLOWS : CONCRETE WALKS 4,015 t S.F. / ® i°-'• fix/ //////// / {+' yM.N SINGLE FAMILY RESIDENCE KITED AT 300 GPD 6ROAJDYVATI IOC-O GPNGRETE CURBS LF 745 f L.F C, F EXISTING SANITARY SYSTEM TO REMAIN - NO MODIFICATIONS PROPOSED ( O I- O FLOW TO NEW SANITARY SYSTEM _ _ RR 7E RETAIN N& WALL (LF) O t L.F EE: O Z Z W EXISTING FARM STAND 312 '1 S,F, X 0.0,3-GP.P/SF - 9.6 CPD FLOW - - - 61.F'FER AREA .'P� 'Y�//� '////^/u��✓:y r �/F / x�!pV\\�\\�C\ M1 /// /// // 'I EXISTING STORAGE SHEDS :� P 1153 3 SF + 549 t SF + G80 } S.F. + 256 3 S.F. 2,338 } S.F. DRAINAGE 0 0 L DETAIL DEPT♦•I TO EIROJI,&' ATF_R 15.5 d_ FEET LII w C, I- Q ¢ to O STORM DRAINS 247 t V.F. w w IX w I- / 2,336 SFX 0.04 G/SF 945 ±'GPO = m O I- Z EXISTING VNERY BUILDING 2,090 2 S.F. % 0.04 GPO/SF = 83.6 GPD - NO MODIFICATIONS PROPOSED. DRAINA&E GGNNEGTOK PIPE (LF) 140 + L F. /// / / / ' \\ / A, �/ -- ----- __ - _ 7000PROP0SED 3 BE, 141NG EARN OCCUPANT$$ X 5 GPD/OCC = ]OS OPD CHAIN LINK FENG£- -O t -LF. ¢ Z O z z < ? ' `� I / /r //// / ///// // Ra / 'r/ / / - 6,825 f SF STORAGE % 0.01 GPD/SF = 273.0 GPD " POST AND RAIL FENCE 110 t L.F. W O R 3 Z O 13Y w 'L %/i /<r; //// / / / // //// / / 79 /:', / / /// /// / 940 SF OFFICES X 0.06 G/Sr = 56,4 } GPD U o Z DO Z a a 0 �y9 A.I LIN / `��=f/r///f�,_ %L^ / // // '✓/ // TOTAL FLOW TO TASTING BARN SYSTEM = 1220.86 2 GPD. F w a 0- - 0 = c i ♦° \ 3.] ,'�/ / /,// i ^ ///A(,A /%/ i %�� / • 3°/// / /� // / /// //�// NO F000 SERVICE/PREPARp¶ON PROPOSED FOR TASTING BARN O Q VI p� N H w / i/i i / / // / // / 220.86 GPD FLOW X 2 = 2,441.7 GALLON LLLLLI / / / /// / L/ PROVIDE 2 DAYS STORAGE Itl SEPTIC TANK, 1, F �A p� 1TO- / MINIMUM CAPACITY SEPTIC TANK REQUIRED, PROVIDE (1) 2,500 GALLON PRECAST ASPHALT PAVING SPEC ' S S Z DE UJ W 2 m O U F J• CONCRETE SEPTIC TANK FINAL LEACHING POOLS - UIE 10 FOOT DIAMETER PRECAST CONCRETE SANITARY LEACHING POOLS 'a r Oz 1,220.9 GPD FLOW / 1.5 G/$` = 613.9 SF REQUIRE /2„ NYS N� 6 F WEARIN& COARSE Cj o O 61 C. = Z Z w O 813.9 9F/ 31.4 SF/VF = 2592 VF 10 FOOT DIAMETER POOLS REQUIRED 9 1/2" ASPHALT pI1gDER COARSE 3 Z Z q n F pOf p; USE (2) 10 FOOT DIAMETER BY 13 FOOT DEEP POOLS PROVIDING 26 VF EFFECTIVE DEPTH ¢ � - �j, _ AND AREA RESERVED FOR 5) 5 FUTURE EXPANSION OF LEACHING FACILITIES 6 SrABL ZFD BASE ED C, w Z } U O Q /// SSw U NOTE' TASTING BARN TO BE CONNECTED TO MUNICIPAL WATER SUPPLY AT TIME OF CONSTRUCTION. �NY /AXI / // / EXISTING RESIDENCE AND UTU PROCESSING BUILDING SHALL BE CONNECTED SH MUNICIPAL WATER SUPPLY O: S/ / / / / / i ^ / 6 FA5Pf1ALT WEARIN& GOUZSE IOL w GOO:o: W w/ / / / / AT A FUTURE DgtE AND FUTURE APPLICATION WATER SERVICE "DRY' LINES SHALL BE INSTALLED AT THISralnmTIME FOR THESE TWO FUTl1RC CONNECT70N5. 57CNE PREPNRED �11D&RALE 6A��E -1 O / q - TEST HOLE EL 215 Aa VL' -_�,4,.R.' / / I• 1p'A O� DARK BROWN SANDY LOAMa\ .� i'r'P- 1 / / ///41// / / / l 9� 2.0' BROWN LOAMY SILT / '- 12.7 PALE BROWN FINE TO COARSE SAND ® FJO� ��pU9' 9� 1 ✓ £Lf0 V� i / /i '/ - _ 1 NA.CL S T➢P GROUNDWATER EL 5.8 •�1® J , /%/// '/ _____ ------------ EL MS 1.3' PALE BROWN FINE TO COARSE SAND x�]1 "7� ' I / , ' COVERS to c P F 3 " 'SG" �2 ' IAMEI AMU[PrtR ADC q r TEST HOLE BY MCDOMALD GEOSCIENCE. 4/25/94 `� 21' ➢IB, [,I. FRAMES AND C RA➢ 1'MU'.tlLLA25 RPICAL U' REINF. L9NG SLAT EL 23A 10 ® i, ' G. S vA- 1 FT 04e (61 FRBM BUILDING LIGUI➢ 1' PVC BOB 35 S 11/0• / FT ® I O'p IS AT SOIL➢1NG ROM LEVEL TO POOLS " MINI MAX. COLLAR TYPICAL - 0 12L6 ® •\ I I f ti IE 21.1 1' CIA AVE S 1/ INCH PER FOOT ,i (� CIL V A I 92� T B l los 'y�0 vj-1L 1, 9 1 18' ➢ROP p � TYPICAL FOR AL 0' REINF SLAB " \�1�.ln ,I 'p H IEE THOROSEAL SUREWUAL FACES ICES JV t1L 2• II - J- PRECAST CONCRETE BELOW PILLET ELEVATIONS '{ LIQUID LEVEL 7 I' / 1';1 I " _ __ - J`A MONOLITHIC Ppux /��VV��7"' APPROVED BY L t� cp N O f� 6• THmK CONC, V � PRECAST SANITARY PLANNING BOARD J 0 f LEACHING RINGS a\ s� ' 1U' U' DIAMETER TYP, ^ O lip HAI„ DNA NE ! -' TOWN OF SOUTHOLD L L s 130' WEST I I I = ' ? 50U GALLON SEPTIC TANK DETAIL ENTIRE POOL m AE CHAIN DNN FENCE I 2 BACKFILLED WITH CLEAN SAND DAT JII CHAIN LINK FENCE OY EAST is NTS 1U' D' DIAMETER AND GRAVEL FILL (TYPICAL FOR ALL) JUN 11 OOiI' �- w p ' 7.nLINKE iRAFFlc /5c4RiA� ELAr/6S ,A-VJ CD 'n-E AC-gV1AeeD.ty/ICAC-) '� O , ZU C.LG,WEE FREE W J D]'EAST - Z d' AJ 1 O� OPEN 79TLOM _ O Q 4 EL T.9 LIj J' a\ OO ,` ,\ 2' MINIMUM ABOVE GROUNDWATER O �^ wRE RNCE HYDRAULIC PROFILE TASTING BARN SYSTEM O y} 01' EAST 4 NTS EL. S.R 1� � Z r WOOD FENCE �o FINAL LEACHING POOL DETAIL lOJ IS \ A �' A y£P 06' WEST �` ---_ <1 TYPICAL FOR Tv0 NTS /(' In F- W O a\ \L Z U � 3 � -Q , `1 �. '1 _ _ •• - - - - 413' TYP, - - coxwETE mXusr ILOc O GOT MST '�1& \.\ I GRADE r ' 1- O /'1 xlLJJ "n y" TIP, \� CLEAN. CORP DEER SAND .C, 111 1 vattR IM3N ( 4 / p' 2 top '1 WATER! MAIN f' AND GRAVEL JACKFILL 6Wtl REN /7 S ,I. '\ TYPICML �' - p SG I CENTER IN E%[MVATmN 22S• 1' D 3 U' 1- U' 4 45- 111. N. r . �!, GE S) 4"' I UNDISTURBED SOIL WATER IMI LIY148EIC "UST'Ift-OOK; 90' 1' F 1 Be I' 6' , OT \` 25m PSL. NF MON. VALVE V 3- V 3- V SO �S BIW yE 1Tpp11S1 A7�IWISNi N A" BY MECHANICAL MERNS)0 BE COMPACTED S.FpyD„ •q Dpt AGR<� a\ TYPICAL TRENCHING DETAIL (SINGLE T LIST BL DCK DETAIL u O l iN ) N.T.D. Water lines llLn Z&t be Inspected by the A., P9i� iI Suffolk County Dept. of Health Services. °;0 -y \ FNST °^ 3°"N Cali 852-2100, 24 hours in advancer o DILE DATE VALVES 9 P CONCRETE THRUST BLOCK r 'II to schedule inspection(s). a WATER WAIN WATER ANN LVAP°MnON axx SIaA (M1J I/1111/ f r'T•p. WATER METER - - •/f N` / RESOEMUL SATEN SWPOE '.Q°sMmx 1v 'M1 8i SUFFOLK COUNTY DEPARTMENT OF HFJLLTH SERVICES ('M1 CIL ,1' 1ti APPROVED FOR CONSTRUCTION ONLY ------------------ I%' \ ,1, TEE � H.S. RERNO. COO - o-o- 0 0/3 FLOW k GATE VALVE Mleu RATER MAIN iyPlgL t 5•ATq sOmcE I„F fw. I' N ' ' I.I �1 TYPE /NL--KY lhflD/TlOnl n. WATER MAIN mFFu GR Pllmio mua /As r-- �, SUILON G FGDMDMRDM GYP) This approval is granted for the constnKgon of the sanitary Q V)(n z - •t. disposal and water supply facilities pursuant to Articles VB and 7E V)H a C M a )' ` �� e'o GN WATER MAIN ISOLATION DETAIL 7 of the Suffolk County Sanitary Code and is not an expressed Z af� a W W} '`4 \, "Ts' TYPICAL WATEN SERVICE DETAIL nor implied approval to discharge from or occupy the O .W,F- I- In h strocturs(s) shown. THIS APPROVAL EXPIRES THREE(3! W LU OR, '1- '7e `,1 53�;, \ "T' YEARS FROM THE DATE BELO - �N-�� _ ?Sy Q, n M � V �7 Av II h "w'e APR 13 2001 (� �777 z a ,. DATE SIGNATURE SKr ! ov 2_ .� W, 2 W Q to ,� , .") T .1 µ A '' 11cc 9oWB' E)rAST/AJC INECL MUST/6E /� v ', GENERAL NOTES �d�0CwA,-F,� /jECAMES " d .b / /3U/LD//✓GS. AT TAA/S wMe, _ - •+~ � Rpt _ �YGN SEEMS/ CONFORM TO IN& BOARD STANDARD DETAILS A, SPELLS. THE /�/lp p°5E0 A'wtb'T>-� I• P175),�I1 h All. GIONGRETE GLR65, WALKS & DRAINAGE STRUCTURES SHALL h' tea, --..11 �E eysrs-� 5 PLANK Io 3e .SE)eve� 'by PUAQ4 SCALE, fy,a A, ky - `+n- V``, - � - URI ty\'(PRS.\.( TOWN PLANNING WARP STALL .CE NOTFII L-ArZK avLY. 77.,2- - a 5p, Eµ 'DRWO. P3Y: VIA'B. c, + 45 HCUR5 PRIOR TO AIL CON 2 5Oµ p\y0P 5TRI1G710N t, 'K� A ------ _ ;' ' L43 R CNK 6Y: - -- b 5� LOCATION � GRADES, GURpS & WALKS SHALL f5E VER IED (`MCL SVP I WITH TPNH HIGHWAY'DEPARThEN'T, SGDPW . - o R�R - _ - _ N\� GR N.Y.SDO.T PRIOR TO 60NISrRU�iTION. DATE Jl',J L'F '060 o- a Vt ,�L -y` - �"'`AJ' sSt P9 t\),\N 1 ,',FILE 4NO: 00 179 R4r�' r✓ - _ - - _ fj, h _;i' '' LyNn d 90,\SS ALL TRAPFIG CONTROL DEVICES,, lE. 51&NA-5, 51CON5;.AFD PAVEMEMIT IMIARI<INGS SHALT.. q r+?„I 'q�� ,_ - _ ^ S •Pe S)yW1 Nle N 6X PE IN5TALED IN`GO1NORWiNY*WITH THE GUIGMINEs-OFT THE NEW YORK STATE rvy ,rl MIANII OF UNIIFORM TIRhFFIG Cl1NT ZI- DEVICES AND' A5 PlFII'Ef. 6V THE TOWN , , SFi'r' # "„ VjY pTYE IGONTRAG SIG fiA ORMIW ANY ANP �.T[t/1H�1G COMI:RLL'; LAYOUT AND „ ro R wtk ? ALLY DEVICES LA iNSTALLA noN WORK SMALL NOTIFY'TrIE 'Ta1M'^v1V[51dN 0 'r'I�iJ IFn �° rA+ • ,i SAf-El'Y,'48 HOURS IN,,FpVANGE iOF-,'1�0INiMNC���h,N j WDRiS,A,L.� A�TfN`!N RDPD' _ r e- ALL PAVEMENT MAR7UNC'Y F A IREP-SHALLL m .Tmpu& TlG.,(51f�0.1f GA.TAY 9PEGY UNL�so OTHER TEF 'NOIED' TT E PLANS _ - - 'r ' 0 O E h _ 11 .,. 1 . , 4F a , ;Rn�',. .. - u ,..c;•,.. _ f: �..L, _ _ r aJ. ,h..,. .. I,.yq. , r ... . .r, -.$•..nT3'? „LLL ... . r,`Rn+ . , Mrd: ?) .' -� -e,.T. . .. F A-vn ._ ..I ,. _ T , n , i , .- 1 - ..-✓ _,' n •.l ',, ,,. rr .piY '.. '. � _,�, " .F„ , N ,, a n 1" Y" till" , YA� 'eft REV. DATE ITEM NO. _ 1 S/31/00 REV AS PER RLA _ ` \ �\ 3 10/12/00 REV V AS PER. RLA ^ _ 4 3/15/01 REV AS PER. S6,PM!5 G. 5 REV AS PER SGDHS 6 4/04/01 REV AS PER SCDHS e roo � 60" MAPLE TREE �\ � . � - °`�5 . `��' � •'�r'1 °° � �C ;eol SII Q 'N O� pS` �O ,6. •, a\; •,I / J /lJ �� y�' OGG���pGP C� 35 APLE TREE ----------4-8-- \Q) y1 �O /_ s� `,,\ o�\o `� F s- i � �AFF, ,, o � Q 1-8 �O[ �F-- �j� i ---------------------------- �x �rB /� ,♦ :,\S.' F� yea .. ; [q oe Pa�s -8-�'$ ' '\ O� -------------------- ---- --------------- ti \o —O ;--------- 0 -_,---0 80 120 160 \ �P 3011 MOLE EE ti \ o v<` r N 48r um \ � �l ° z 0zor Q \ c 'C` --.�i\G% ' `` �`L tJQ��Pc�• 'L 519\\ '\ `Y.�� rl.\'1 T. -1. \\ �/� � � tail w¢ �- a o to o � EXIST. WASTE WATER SYST L/------- 'Q w m p r SCA C: I = 30 G� \ ` '♦h \ \ 's ) �' _ NON—SANITARY DISCHA E / ' � - /` '.I � � 660 < 5z I ' © L \. 8" APPL G �/ o0oa � S G c� `. QQ-oQ `. TffiN l b ){ NU I b \ \5 a f Ty o __--PROCESS WATER 0 Y y' . /�\. 7 a z y - '� \ ♦ rY „ NO �fHDLFJ,QAT10 PROPOSED / • G' �/ () rw � o w �• x\' ` JPy �`\♦ \ ,L\� Q Q ` � n ` </ $ m. �` `- SEDIMENT TRP�P;' -_4'_X0` RINGS W DOMES / / ' ��\Q` �,C\ r � ¢ az_ oQNWz G' 1„ m n MAPL R 'r;A+' ;lo'I ry�4 Q L / , 'L HEAD �L s Qr a aasrf � wo o 0 ocriz I ;''�/��� '. �_ // i O\♦4�;. 1 ,\ \ \\ 'a \ Qs �J, ♦ ti' 9T ;`5' �� .} ' Z- 1` ��• 5�� ---------------------- V - _ � � WQ � a = o ¢ 'Z r ,G �'/ Fi `$• r 6, P w w z w 0 Fn .r �'' %\\,G O `�2 `,l5 ,�&uy \ `. f- ♦ /ti D,d,YJ` - -----��s o o z N c� o m w •I� ♦ Q e "- 6 � o• .9 - e > a rr x r xl•, ;�•I� � 9g /� ♦♦ a `L ti� I � P J � � '— � _ � F, 5 / 1 ' ti' S � ♦\ ti" v`� 4 ( � `�\ `�,.�s',�G \ Q 0- \� racnmoaaao ' 0 Q\, ` A \ I• ;� Sl' ' � \ F J P � a ry � �P^T5b G s 1k, 1 /° T- O x � w w ¢ � w a: w ,:„:I.' `1/ � �•. °�\ p�� / I Ie \ `♦ 9� G `� 1� � 1 QP �+♦14-00 ,�• ° � 2�u P r IV. 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V1 f za ' 1 1 W/ /r�tery/ y� ��ryYT � rV'•i /� / / / // , fir/ 1, 'SCA-LE: 1 r. 30 PC\ IK/ �1 SUFFOLK COl1NIYAPPROVED FORD DEPARTMENT OF ONLY TH SERVICES g. Y,.A 9 �\v, � 3�--' 0 ,'/ / I C �. H.S. REPAID. I FLOW" - . 'CHl<. ' BY: l i TYPE 1,-u- KY "I't oN c •."ti /��,<,_ / // /'' ,/ ,/ / �', ,!�'\ ,DATE - JULYr 0O'�O / O _/' I Phis approval Is granted for the construction of the-sanil, yr ' •� �' ,' ' /' I /' / /' / / , disposal and water supply facilities pursuant to ANPies VB find FILE P PPIY A 7 of the Suffolk County Sanitary Code and Is not-an ew'preaaed `' nor Implied approval to discharge from.or occupy the structure(s) "shown. THIS APPROVAL EXPIRES•THREE (4 YEARS FROMTHE DATE BELOW. APR 13 200'1^h� • . • p��`SG�� P s°ti �� K , ATE \\ Dom q !c SIGNATURE orAl opt _ - ,. •'., t '" .l i ,:. F-.�. . ". ' .1' . 'L' : Mi ' # d 1'J _� '4 5 ' �i 1'.�n .1 �. ��" ♦ ..�f�l :�^?t Y 1 i '_ - '. ., o : .. .' t . 1 ,C .!" _,' : ., . ` r " `C . '14 'r- , '.� ,a•.,', ry n, .'. 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