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HomeMy WebLinkAbout1000-45.-1-2.1 �0 GJ h �0 0�G AMENDED SITE PLAN yvP V I CLIFF IDE RESORTS MIDDLE 1E p8) ROj IppUN� MAIN ROAD F OLD SITUATEZD) m IRI MAIN FOAD GREENPORT IP-OP-11 vP�O �P TOWN OF SOUTHOLD SUFFOLK COUNTY , NEW YORK y 07, v OWNER / APPLICANT BREEZY SOUND CORP. LOCAT00 ' MAP Jessup Avenue Quogue, NY 11959 \ , LONG ISLAND SOUND Dot 104 _ LIST OF DRAWINGS .N'].[ [x .bl l'1•F LL' YC N[[WYo•[ Waa' ['La•[ / nava n n bre ^ "• x wv[o [ 1 DIMENSIONAL PLAN 2 CONSTRUCTION PLAN 3 ROAD PROFILES & SITE DETAILS 4 LANDSCAPE PLAN SUBJECT PROPERTY ' 5 EROSION CONTROL PLAN s I `� \✓ / fODo-040-1-1 I I / I 6 SANITARY SEWER & WATER MAIN PLAN ' I I / 7 WATER MAIN, DRAINAGE AND SANITARY DETAILS 1000-040-1-6 I SITE DATA SITE AREA 310,647 SF OR 7.13 ACRES \ d /\ \\ � TAX LOT No. DISTRICT 1000, SECTION 45, BLOCK 01 , LOT 2.1 ROAD I ZONING RR—RESORT/RESIDENTIAL ,a.bY..•W ,[,.... (COUNTY ROUTE 48) _ � USE CONDOMINIUMS REQUIRED PROPOSED 90 I �\ FRONT YARD 35' MIN. 50' / I j 2 � SIDE YARD 15' MIN. 30' i i �/ mo0-045-z-m.a 1000-o45-z-z I I La aQO�l/ REAR YARD 35' MIN. 185't o I o OµEE �0� PLOT COVERAGE 25% MAX 8.14% / P oF� /� � I o I q� POEM OF / I ZONE HID I I 3 Jl�l �10"o PREV. APPROVAL AS AMENDED HAMLET DENSITY LANDSCAPE COVERAGE 25.9% 22.0% / ' I RESIDENTIAL I I 1000-045-2-1 (WITHIN SETBACKS) < / I I PAVED AREAS 16.08% 18.24% L - _ _ _ - - I (INCL. SIDEWALIKS & PARKING ) - � j4poprJ PARKING CALCULATIONS / I tJMOLG SOF PARKING REQUIIRED rG OF SG � GE '� CONDOMINIUMS 1 SPACE PER UNIT I LLA 69 UNITS-TOTAL REQUIRED 69 SPACES ff ADJACENT OWNERS AND ADDRESS PARKING PROVIDED 108 SPACES (INCL. 7 HANDICAP SPACES) G � 1000-040-01-001 1000-045-02-001 4"A/ �� ✓ERAD MOTEL CORP JOHN G SIOLAS & 21695 SOUND KEW AVENUE CATHERINE 7SOUNIS / SOUTHOLD NY 11971 190 CENTRAL DRIVE MA 7-777UCK NY 11952 1000-045-01-005 _ �V ROSE M McCANN .4ARN SMEON BY 07HE SOUND o 18 WTSDALLSON STREET P D BOX 2122 APPROVED BY 01 C! HAR75DALE NY 70530 NORTH ROAD O O GREENPORT NY 11944 W E E BANG � ORS PLANNING BOARD (q P 0 BOX 445 VILLAGE OF GREENPO 1� 3 GREENPORT NY 11944 VILLAGE OF O'RE£NPORT 236 3R0 STREET TOWN Of SOUTHOLD ' S GREENPORT NY 11944 — DATE 71Xa'/G _ - t KEY PLAN 71 "M TM0O DRAWINGS PREPARED BY � F �uL t o tom I 1 Sauihold lawn ' Barrett, Bonacci P„xx, Boad & VanWeele, P.C. EOF,Y ,. CIVIL ENGINEERS/SURVEYORS/PLANNERS m4 0 175A Commerce Drive, Hauppauge, NY 11788 r TEL 631/435-1111 FAX 631/435-1022 www.bbvpc com FEB. 28, 2007 APR 27, 2007 PROJECT No. A000446 MATRIX KM VIEW �-�- _ N 311.65, ' E LONG ISLAND SOUND — N 34ro123• _ 33,x• E N 2316'20' E N 2802'10' E i 52.00' N 22 36'2' E N 2 53.26' F N 24 7.85' E N 220.881 • E. 34.04' 60.22' 33.26' 67.86' 20.88' I}PI,OpMAIF WART YN� 8" 0000 K Dtaww MAJ Jw! ♦ / IDMAI+w aatsrAJ.ewava'l J[/SAaC �rz aropwr er sevmm ` ` _' ` ,,, r�ArKwOEf➢J ,� 40011 ` / A•OA, D1'AJINr MMa NO ANSS STiIRNMY � +Mar ` AZMP,tI�FD wwr vi'urn m GG) JyIW � ��Amro s (A4 AlMMN•D wY wE IDNN IAIR]QS•GY I/AEDM) PAIEEF ro 33330 MMA' XY Iwr uMwwM.NEFD AO]fA• / L�� I A�MK MEF Fiallan MEPIa4.S / L L B 716 DNIT •Be — ^ ar MEEF IIA4ENMDMD ALDE4' / MM ME Mwl111M IRIwD3S „ L LAND NOW OR FORMERLY OF E E BANG h DRS LAND NOW OR FORMERLY OF \ f I II A G qr XNAO MOTEL CORP. i UNyy. C" J _ 1 .15 Ilk411 { J 1 h xam' canEie lo• + ro. i a y t�,Aa` t .Ni,ti,, Md dOffDI MNS yryAIX 8 " :.:rj TAM' ^ CURB ryJs,�9" �M a 2:11 Taro', 8 / / •' /IAXUWAeO YMIO Cf IIIFM MEIVNEWPn ❑T • J tl oaxeARY ON./11/.1 CY YII j, J9,el CCOLWILLRN G' a ��R, a *8• {9i /4 wsaa• LAND NOW OR FORMERLY OF / \ $m Q(�QO lb0 Mara / RnsF M. sTFwART /� W/G IJP i "•PAro wear LIGHTING SPECIFICATIONS ro OMMwwq IE / +aa• MmsxulrPAOFFnuF / — , ❑ POLE-MOUNTED 577E L/GHPNG.• lA ECR/RAL OUTDOOR LIGHTING KAS 1META © KAS 75W METAL HALIDE BUILDINCa "E^ •9��r,�� \ WALL-MOUNTED LIGHTING.• LJTHONIA DECORA77VE WALL-PAKS tp UNITS WG/WP 28W FLUORESCENT F/X7URES yw\ °"+. / �. meq+• � C� � aa• � ......:':::::::...:(':. r� .. .. � � GENERAL NOTES ............... y a\, l>aKare aDsaF " �::'�.•..".."..•.......'...".. 'T 1. ALL METHODS OF CONSTRUCTION SHALL CONFORM 7D THE APPLICABLE STANDARDS AND z SPECIACA O THE TIH O PUBLICLD, SUFFOLK COUNTY HEALTH DEPT., 71 rJ•M. SUFFOLK COUNTY DEPARTMENT OF PUBLIC fN7RKS IL '`� \ 3•/ rr i +aQ" 2. TRAFFIC SIGNS AND STRIPING SHALL CONFORM 70 THE APPLICASUF PROMTONS OF THE 11. .......... .... \ N.YS MANUAL OF UNIFORM TRAFFIC CON7RlK DENCES: $ am• Po+ \ ® \ AM / nor 12 $ Pn so sD m \roe, J. LIGHRNG SHALL PROMDE A MINIMUM OF 0.50 LUMENS PER SQUARE FOOT. RVURES A� ` `� Acrsaez m SHALL BE SWELDED To PREVENT SPILLOwR 70 ADJACENT PROPER7TE3 asro'MFaowr �° Pn naso 8 $ � e It SEE ARCHITECTURAL ORA{41NG5 FOR ADDITIONAL 5/7F/BU/LO/NG DETAILS A ° tea,, c (CONCRETE PADS, ETC) 5. ADDIOCNAL HANDICAP PARKING TO BE PROMDED IN ACCORDANCE WTH BUILD/NG \ \ P411996 ACF MW.ss CODE REOUIREMEN75 /N EFFECT AT THE RME OF CONS7RUC7101v lF DIRECTED BY THE maw- m Maar —•—� PLANNING BOARD. 6. PAVED AREA REDUCED BY 1,000 SF mm, 144%82. pro. S 19, 39 KE 166.12 LEGEND PROPOSED EXISTING \ S 242'49'_ 27.641JwwAarowNMG'AeIAFrJErtMIA.rTM¢WF[ww GGamYC wGMasFFAroaS CURB m CONCRETE WALKWAY r ------------------ CHAIN LINK FENCE —x—x— N :opo^nlre x (10 x20 G SPACES.1.LHI 10 — ® PARKING SPACES 10 SITE LIGHTING o-8 w�ae m aaED anwwavr NORTH ROAD (C.R. 48)iwma INN MISS RIG __. TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 (MIDDLE ROAD) APPROVED BY REVISIONS PLANNING BOARD 4/30/07 RELOCATEPKG Barrett, Bonacci TOWN OF SOUTHOLD Q 6/08/07 PKG REMSIONS & VanWeele, P.C. DATE ,//-:2- /G c,d.azc.>✓i-oc�- CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.com Amended Site Plan for CLIFFSIDE RESORT yt�TE OF y� GREENPORT GRAPHIC SCALE E�w P h OWN OF SOUTHOLD SUFFOLK COUNTY NY aD 0 to w w tx SHEET REVISED 1 RENSYLYJS INCLUDED REDTUC7JOTJ /N PARK/NG SPALL'"DIMENSILYJS/RELOCA710N PARKING A DIMENSIONAL 1 ( IN FEET ) ALLWG THE EASTERL YPERII PIlRODERTY UNE OF A00/T7dJAL LANDSCAPING Ss/ONALEr� OF 1 Inch = 80 /wD0041 PLAN AND ID REDUCE PAVEME.TJT AREA BY 1,000 SF. AL IE LICED OF MIS SSONAENi,EI W RY 7 A LICENSED WN SEIONAL ENCINEFfl IN ALLCRDANLA MIN AW11ON)309 OF NYS EOUCA➢INJ LAW, IS ILLEGAL DEBIDNEO BY IRA'NJ BY CHECKED BYBATE SCALE PROJECT N0. ✓E/SF/YYMV JE/SF/SS �(j FEB. 26, 2007 1" = 30' A000446 LM: DIM VIEW: DIM-30 1 OF 7 DRAINAGE CALCULATIONS DRAINAGE STRUOTURE SCHEDULE DRAINAGE BASED ON A 8' STORM S'IFIUCT. SIRUCT. TYPE RIM TOP OF BOT OF EFFEOTVE INVERT 12'0 DRYWELLS USED WITH A CAPACITY OF 100.87 OF PER VF NO• RINGS RINGS DEPTH ELEVATION A-1 12' DIA DRY'I W/ CURB INLET TO 46.47 42.03 24.65 IV 40.59 DRAINAGE SYSTEM A A-2 12' DIA DRYYI W/ CURB INLET TO 47.70 44,07 26.67 Is' 40.21 DIM S) ROOF 2,628 SF % 6/12' X IOOX - 1,314.0 OF A-3 17 DIA DRYNELL W/ MH COVER 40.00 44.67 26.67 IV 39.56 (N), 39.00 (W) PAVEMENT 16,457 SF X 6/12' X 100% - 6,226.5 OF A-4 12' CIA DRYWELL AND WICK 45.75 43.40 24.46 1a' 39.00 (E, BE. 14111)WALT( 1,240 SF X 6/12' X 100% - 620.0 CF LANDSCAPE 8.057 SF X 6/12' X 15X - 604.3 OF A-5 12' DIA DRYWELL W/ CURB INLET TC 45.16 42.87 24.57 16' 10.55 10,766.8 CF A-8 12' CIA DRYWELL W/ CURB INLET TC 44.30 4201 24.01 10' 30.72 10,766.8 CF 100.87 - 106.74 VF REO-D. B-1 12' DIA DI W/ CURB INLET TC 43.00 41.31 20.31 IV 36oa USE 6-12'0 O 18' DEEP B-2 12' DIA DRYWELL W/ INLET 43.30 41.02 20.02 10' 36.46 (S), 36.00 (NW) 106 VF PROVIDED 9-3 12' DIA DRVI W/ INLET 41.00 35.33 2233 16' 35.00 (SE, NW) 8-4 12' DIA DRYWIIL AND WICK 41.70 39.00 WIGS 16' 30.00 DRAINAGE SYSTEM 8 C-1 12' DIA DRYWELL W/ CURB INLET TO 4a46 37.71 19.71 18' 35.42 33 C-2 12' DIA DRYWELL W/ INLET 40.10 37.aO 19.a0 16' 31L17 (SW. NE) ROOF 6.735 SF X 6/12' X 10OX - 3,3 .5 'OF C-3 12CIA DRYWELL AND NICK 42.25 37a0 17So 2w . PAVEMENT 2,629 SF X 6/12' X 100% - 1CF 90 (N) 35.17 (SW) 59014.5 'BSv WALK 1,181 SFX 6/12' X 100% - 590.5 CF c-L 12' CIA ORYNELL W/ INLET 37.60 30.90 17.90 10' 33.90 LANDSCAPE 12.608 SF % 6/12' X 5XX - 119.3 OF DECK 1.590 SF X 611X X 15% = 119.3 CF o-t 12' DIA DRYWELL AND WICK 37.10 34.01 14.01 20' 30.10 6.352.4 OF D-2 12' VIA DRYNELL W/ MH COVER 38.58 35.73 15.73 20' WAS 6,352.4 CF _ 100.87 - 63.0 VF REDD. D-3 12' CIA DRYWELL W/ CURB INLET TC 37.30 34.77 IC77 20' 30.15 USE 4-12'0 O 16' DEEP D-4 12' DIA DRYWELL W/ MH COVER 37.80 35.13 15.13 20' 30.15 64 VF PROVIDED D-5 12' DIA DRYWELL W/ MH COVER 38.75 36.09 15.00 20' 30.15 DRAINAGE SYSTEM C 0-0 12' DIA CRYWELL W/ MH COVER 10.73 30.00 18.06 20' 30.10 (W), 32.50 (S), 36.05 (E) D-7 12' CIA DRYWELL W/ CURB INLET 37.29 34.53 14,83 20 32.50 ROOF 5,590 SF X 6/12' X IOOX - 2.795.0 OF D-a 12' DIA ORYWELL W/ MH COVER 37.75 35.13 15.13 20' 32.50 PAVEMENT 081 SF X 6/12' X 100% - 2.330.5 OF D-9 12• CIA DRYWELL W/ MH COVER MOO 35.17 15.17 20' 32.50 WALK 1.470 SF X 6/12' X 100X = 735.0 OF LANDSCAPE 20,672 SF X 6/12' % 15X - 1.550.4 CF D-10 1Y DIA DRYWELL W/ MH COVER 44.00 41.33 21.33 20' 1 39.58 7,410.9 OF D-11 12' DIA DRYWELL W/ CURB INLET TC K.a3 45.75 28.76 20' 44.76 _ 7.410.9 CF _ 100.87 - 73.5 VF RED D. K-1 12' VIA ORYWELL W/ INLET 31.06 25.68 =Se w - _ USE 3-12'0 O 18' DEEP !RG -1 12' DIA DRYNSLL W/ INLET 32.70 MISS 21.05 9' 28.05 1-12'0 O 20' DEEP N 34'34'32" E 74 VF PROVIDED RO-2 12' DIA ORYWELL W/ MH COVER 3200 30.10 21.10 94, 254,0 11.85 LONG ISLAND SOUND NOTE: ADDITIONAL FOUNDATION NI D WICK AND PA TON BASINS TIER LEGEND) ` DRAINAGE SYSTEM D PROVIDED. FOUNOATON DRAINS - NOT PART OF STORM DDRAINAGE C ULATONS. �- + N 34101 Z3. ROOF 11.730 SF x 6/12 x 100X - 5,865 CF ''_ 53,x• E N 2310'20' E N 20"1 E N 22.30'20' E N 22.35.49' E N 2425'20' E N 2915'52' PAVEMENT 25,848 SF K 6/12 x 100% = 12.924 OF 02.90' E WALK 1,826 SF x 6/12 x 1009 - 913 OF 54.04' 03.20• 57.05' 20.08' LANDSCAPE 31.709 SF x 6/12 x 15X - 2,378 CF 100 22' 22,080 CF - - - - - - - - _ _ ~_ ,,;{�� ArmonuAa wnm,W4K _ 22,080 CF / 100.67 CF = 219 VF - - - - - - - _ �-- + + USE 11 - 12' 0 O 20' DEEP - -_- - - _ - - .- - - - __ _� _ _ -. _ - •` ., -T+- 220VFPROVIDED � _� - _ - - _ - - - - - _- - - - - _ _ _ 8� DRAINAGE SYSTEM K _ _ -_ - 74� \\�_� _ _ \ - - LANDSCAPE 7,880 SF X 6/12' X 15X - 589.5 CFp2O�s 569.5 CF. - 100.87 - 5.8 VF REO'D. ` = _� _ - - -'-_ 2 = =_ - _ ---_ �/~ _ _ - ^ - _ USE 1-F. - O6' DEEP a7a588.5 OF T _` -- - - - - 3p 86�\ \ \ \\ ' \ - \ _ � / \ _ _ ` J= - - _- O / \ .� _ -10 -32. \ \\ \ i \ / i - 1 4 - \ - \ / / / \ \ �12- 6 VF PROVIDED - _ - - -34- \\ \ \ �\ \ �= - _ _ \ / r \ / / _ L i - - _�.- - \ \ % % / / \ \ \ \ \ ` _ = -14- - 0000 / / / / / / / / - / K ran9al•ruxuo Era \ \ \\ ` -'y \ \`�\ \ �'/ / \ \ _'�'J _� / / / \ \ l •�" \ �-. - l ( �� \ �\ \ \ -2o- - ROOF 2o- - / wroxx aY mass OrnwW MAIACa \ \ \ \ /- \ �- / // \ \ / / \ \ \ -22- - ARSI ROOFDRAIN RD-1 dt RD-2 / / / / - - I \ - aa F3aM29 \ \� \ \ \�\ � \ � / / 1/ P� _ 1I \ \ \ \ - / 111 l 2,446 SF X 6/12' X 100X - 1,223.0 CF ,-.A , / / \ \ \ \ / \\ / / ,x. \ \ ._ / / / / I iPe \ \ _ -26�LE('�],� DUSTNO PROPOSED LANDSCAPE 8,202 SF % 6/12 % 15% = 465.2 CF \ \ \\ \ \ \ \ NNOTLM128- 1,668.2 CF / / } ` \ ` ) / �' USE 2 2' - 10 0 9' DE = 18.7 VF REVD. .- - , / / / "o \ \ \ \ \ / \ / _ \ 2y� ` \\ \,- \ \ / �/ - CURB USE 2- EP 18 VF PROVIDED - - e \ \ \ \ \ \ �"'+. \n- L� \ \ 2s \ `- \ / SIDEWALK S /G, 4,,6 Am35xCZMmrMlwr!" \ \ \ �/ l l l / - - - - - ' -J? bh^O 1 ,,.I/ J �jA�i•ar3a \ \ n�rr.�irrro`J �\ �\ ,a. ' /l / / / - / PAVEMENT �.-.�•^ / +aw \ /\+ ,., \ // \ 1. / / / 32� \ \ \ \ \\ '� / ' l / DRYWELL W/ INLET w / / / Alp L / _ _ - ' - + � ` \\ \ / -� \ L DRYWELL W/ MANHOLE COVER O LBUILDIN r rs f \ \\_ \ aEA�IfD . L 7$ + I- # / 1 ,... \ ^ +,,.t 78 .. +,¢, / ,¢+ +4°. -FF 44.43-., I �� \ 1 \ ' / / ,,• DRYWELL W/ CURB INLET O o• O 4)lF•Deaf x,+' - - - / _ _ - / .¢t Ay EXISTING fOyybA7y NS FOR BUILDINGS B & C DTI kk `� TO° E\REMOVED I DRYWELL W/ FLAT GRATE INLET O '+L �u w DW K J DRYWELL AND WICK W MANHOLE COVER 44.7 *SILTATION BASIN 58 MANHOLE � U \ ..1,�., ,. "�•`�=:. ` .:r'S�,:'' .' :c':. .•;';c:'.:' .. . " � + � A � 4�a3 /� / / CATCH BASIN \ � •� �w+,4 % �p_ V,.�Y,_ . :: / ... . ..::'::.. � yr � W ;. .{jeo �� \ \ Pw Tsar + y2\ +' I I \ 38 , STORM DRAIN D 52 F DRAIN Lr '.vx x I \ \ m 47 / L sa. �' ; +�++ ROOF RD � SANITARY SEWER 5 ,., •, o-1 $ t' m n \ c '!rn,i'i „i" ;.,;ti�i/•"fR, ;1611+ \ / + \ x 1 Sr \ \ ^�'� •aau ' �� ! � / \ \ FORCE MAIN FM- • So _ W \ \ \ \ WATER MAIN/SERVICE -W VS-UTILITY POLE + STREET/TRAFFIC SIGN -^-' \ res m4ea2 w A` W �4 CLEANOUT `. ./ / r 't• J} man s\ J7.54 YF \ / O \ \ \ \ITI L \ / WATER VALVE / h / / \ uG � 1 I � 3 • y \ � I� DD,.,\ � � \ , . vR rQ' � \ \ d / �, / THRUST BLOCK � HYDRANT wr a-wTuw XO•\ / / / / / ms2w O-! \ \! / / a7nr ^Q'\ \ \ OVERHEAD WIRES -o"b " FENCE X X- / / �. /wnArtArs(SFE EIEI I . , ?s/)y. O+ - - �i0 r \ $ ` •IO / / \ ( l \ �/ / CONTOUR 65 65- SPOT .. SP T GRADE sae} " +s�o0 \ / / ry . .;::.:::........ :.:i. I ❑r " - - - _ \ :; \ T O 3 ie 6250 T- ... ... ........ r +,°,, @ UIL ua/ � / / ; 40 �, OP/BOT CURB GRADE T/-�`r'ia HLrsT.c9\ .............. :... .... . ........ / . ................. � tTPJ / ii '� 6 \ \ 6 DING "E" *,.. L / (-� / / � . ¢ FLOW ARROW \y / NEr 91.4)4,' ..•..••.:6 IFIeIY .. ., is :':' \ 12 U3? -_ TIMBER RETAINING WALL �- _30- - - - / i::........ k - ..... . .............:............... ....... ;, 50 - ` � SITE LIGHTING 44 kp SWALE +"° + / PIC SHEET*SILTATION BASINS TO BE 0' DIA. DRYWELLS (SEE DETAIL. +"'" \ / / / �/ / e•(OTJ� (r'P. Er,11 i�rla ARE y0 "`' 'r''' 0Is. SHEET 7 FOR INSTALLATION INFORMATION) rrAtc sml I I mI'!" -1 8 \ / + 4611{ \ \ +\ \ 11.14+ 3. 411My , , I , -, e / / , 1{ \ \ \ CONSTRUCTION NOTES 1 + +,,,•, \^r / I >8 I > \ \ 1. ALL MA 7ER/ALS AND MEMODS Lir COVSMUCII SHALL CLWFORM 70 INE STANDARDS AND SPECOCA77OVS �3n/ \ \ B 48 \ 1 r 8 a I / \ OF THE R)W CV'SWINOW,, INE SUFFOLK COUNTY DEPAR7USVIS OF REAL 7H AND PUBLIC WORKS: ,. \ / -1 50 c 11 \ \ AS APPLYCABL£. 1I, \,�_ _°. \ / ^r 2. i. / +n1 uc I ec M.O \ 4,�r^yA4K MB//KW�L1E11T9 r�r� ' r�r� n.. +-ire=' -r_r'-r_r_r'x_ _ • ) r �` \ � NN DV THE PUN /S BASED t2'J NSYBLF gEZD END£NCE AND A✓AIUBLE RECdIDS URUTY lNFL4PA/AR17N SHO 1111. � + \ (15:'nTra69 wEwalmv � .., x r " �+ „ \ THE LYMIRAC70R SHALL F7E7IJ 1k74/FY INE LOCA RIX✓ OF ALL URLIRES PRlLi4 70 COMMENCING 80RK. CARE / '°' rte ^ \ \ SHALL BE TAKEN NOT TO DISTURB EMSRNO URLIRES AND RSERVICEEMOVAL OF ARAN OV E(LIP Pdt SER 7HEFEEJF \\ s,x, +,,•• / - / i +,., \«�_- \ \ / 1 + i rewmx G'P4RLwNr I \\ r,r` ` 1/ / noes +- _v_ _° \ \ 70 REMAIN. THE CLW7RAC70R IS RE3PpVSBL£FEN! THE REMOVAL ABANDONED URLITY SERNCE +"• a�1a691O.�'wAL, mie°ir iAbp cw� y, �r mrecwiNo r� ! m sane UrQ CONNEC7701I AND INSTALU 77ON OF NEW SERVICE CONNEOPONS AND SHALL COORDIVA7E WORK WIN i / AN e9r Wa a-r + I \ T� IME APPROzRIA IF U7ILITY COMPANY. rs + 3 ALL PAIEMENT 70 BE REMOVED 57/ALL BE SANCUT ,°. ` n n ARa4a9D 1978 MIR. /j / lox A +'a" ' \ "„' � A I \ \ -11 / -� S 19'33 39 W 1372 I / 4. 7HE COVIRACIII SHALL EMPLOY APPROGRIA7E MAINTENANCE AND PROIECApV OF TRAFFIC MEASURES 1�=A A A I \ TT C2 \ / DURING CONSIRUCApV. / 'Fam / '" „N ARL•. eu•V ° °x ��°ry , . • W�7ri4'. .- _ - .-^ ~TA A A` -� ti� A_.A..°�'� A I A✓ A A A A A I �' BC SLee S DEER/5 SHALL NOT BE BURIED GW 7H£ SUB,AECT Sl7F. ALL UNS(//TABLE MA7ERlAL AND DEBRIS 57/ALL BE \," i•✓ gyp- ,, + /® \ _ -, -50- +4 DISPOSED Lir/N ACCORDANCE WIN ALL LOCAL 701 COUNTY• STATE AND FEDERAL LAWS AND APPLICABLE \ / 4 / 41- p / +4w L w }.°... ,v %.A• w } �.�n un DGbES / / d Zvi aa' 9C 52w _w +", / / d ,,..✓ w •,, h +,^, (L'+ >. / 6. ALL CONNEC7ING DRAINAGE PIPING SHALL BE JI RLP UNLESS 07HERWSE SHOW ON 7HE PUN. _a �� •• 1„w / / +°''" \ +"'° ,1BBr roLra9 Ew+nKerD1'14,w +°'°° / +'"°' // 7. SEF SERA RA IF PUNS F6R SANITARY SERER AND MA IER SUPPLY DETAILS As 3 NE1lD A 0AL R II aaYAm• KM w warE Ac AIR xae / S WA lER MAIN TAPS e,,, w9wA.9rrnA'Tz�wTrSaw +e:4. / °, . / ® (INCYUOINC ME7ER REOUIREMENM TAPPING FEE'.% ETC) TO BE 0001-MINA ZED KITH 7HE _.,_� ,.,. / +•i1 / x,01 +•°" ' +„ • /+ °, - - - .� - - --I " 3 / SUFFLY/C Cd/NTY WA IER AU7NL44/TY. "" ¢„° ,_•, e'' ¢. °„ °x M °„ /°x 9. SEF SEPARA7E LANDSCAPE PUN FOR /NF04MA77ON ON TREES 70 BE RETAINED AND AD9177LWAL LANDSCAPE IREA7MENT. 41- + - VAA ,,,,, 1O. 7HE COIN7RACFOR SHALL COORDINAX W7H INE APPRQWA7E MISPHI COMPANY FIM7NE PRDPOSFD + NORTH ROAD (O.R. 48) Mm'r Lcsra745wA m1 TELEPHONE SER VICE CCNNECRLW LOCA PON AND DEZERM/NARLW OF INS TALU RLYV RE3PLV✓S7BlL/RES Ra19 ArealaarAr nva (MIDDLE ROAD) TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 REVISIONS Barrett, Bonacci & VanWeele, P.C. � APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD CIViL ENGINEERS/SURVEYORS/PLANNERS DATE 175A Commerce Drive, Hauppauge, NY 11788 7 /- 7 TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.com Amended Site Plan for CLIFFSIDE RESORT ytp1E OP4 .KEVIN P GREENPORT ^yI y TOWN OF SOUTHOLD SUFFOLK COUNTY NY x REVISED SHEET `s3 NA�� GRADING, DRAINAGE 2 GRAPHIC SCALE & UTILITY PLAN OF 30 0 16 30 e0 120 ALWBRON OF MIS N fP B A LICENSED WNA?OSECTION ENGINEER IN ACCORDANCE IMM AW, IS 11109 OF N)S EOUCAiIaV LAW, IS IIIECAL ® xo°° e.e.v..Aa ( IN FEET ) 10MEI BY I DRAWN BY CNEGIED BY DATE SME PROJECT NO. 1. inch = 80 It JE/SF/WMV ✓E/5F/SS (� FEB. 26r 2007 1--30 A000446 LM: CONST r� VIEW. CONST \ I /n W 10000„fi\fiwgUY00,A6iR9.tlwq,fill9/E W]11 ASISI•M.IVwdIQLw 105fi HIGH PONT ELEV 51.46 HIGH PCNr STA - 0+00 PN STA - 0+00 Plf STA - 0+50 PN ELEV- 51.65 PW ELEV= 50.90 A.D. _ -J00 A.D. _ -1.28 K = 16.67 K = 39.01 50.00' VC Sapp' VC PN STA - 8+29 60 PN ELEV- 49,96 A.D. - -4.84 K - 1032 5Q00' lx 60 n N m m ss � h �i h y srAa 6+71-03 � I NLZEV= .YAW/ A.D. - ,158 i 50 EWSANG DE LO PCNNr ELEV - 37.54 K - 13.97 LO PONT STA - 5+ .19 5OG0' VL' I \ PN ELEV- J7.25 PROP. NEW GRADE OF MIDDLE ROAD \ 50 SEF COUNTY A SUFFOLK DPW A.D. - 4.80 / GRaEc AND AL/GHMENT PLAN --L K - !0.4! ^a PRO,A�CT Na 5518 � q 50.00' VC 55 55 / SO 45 b b �O / NN PROPOSED GR DE ^ meq++ 4.5 50 50 � VA GU LJA o ZDKr 2.77 40 m 45 O 45 35 15 DATUM ELEV 40.00 DATUM ALEV 50-100 IIIIII b b N 0+00 � D+aD 1+00 z+ao 3+00 4+00 5+00 6100 7+00 ENTRANCE 8+00 9+00 ROAD SCALE: 1'=40' HCTZ. MAIN ROADWAY 1'=4' VERT. SCALE: 1':'=40 HORZ. 14' VERT. 111111 III � � � b hl COARSE BRODW RIV19V CG4NAUCAL4v dawr EVERY 4' - PLAN EXPANSION ✓CNr SEE DETAIL AEVERY 20' - SEE DETAIL $' 4'POURED CONCREIE 6' GRANULAR MA7ERIAL PRE-MOULDED (BANK RUN SAND & GRA VEL) BITUMINOUS rJCNT RUIST 114'RADIUS �` Q' 1/2' jll 12'-0' 12'-0' 20_0. . •' _— CONCRETE CURB FOR LOCAAOV AND ELIEV4, N VARIES SEE DETAIL OF CENTE7RUN& SEE PLAN AND SEE PLAN VAlRE5 .. 'e 1/4'/FT PROFILE PARIOV0 AREA WI SEE PLAN 2 z oar _mm - -1I 6. i DETAI 'A' DETAIL 'B' 1 1/2'N.Y,S D.O r ITEM 40,116 AC rYPE 6 TOP COURSE J !/2'N.Y.s Dp,r. ITEM 4ax1J AC TYPE: 3 BINDER COURSE SAIfLY/T EA: PANT ALL CONCRETE SHALL BE AIR ENTRAINED, 4000 PSI 1-1/2' r TYPE 6F HEARING CORSE 6' STABILIZED BASE COURSE 9' 2-1/2'N.XS rME / @A.SE COURSE APPROVED CWPA07ED SUBCRADE Cava LYAR@ � 6' GRANULAR SUB BASE ((95R DRY GENSl7y) CONCRETE SIDEWALK �O`PAVr.. N 7:S TYPICAL ROADWAY SECTION CONCRETE CURB PAVEMENT RESTORATION DETAIL N SS NORTH ROAD N.rs SIDEWALK 10.+ (OHERE APPLICABLE) 4'X 8'X 12' GRANITE @LOCK CURB, MORTAR BE73WEN BLOCKS PROVIDE EAPANSIOv JCNT 20' a N0zM 6'x 8'x B=0'G:!AOMAN 1. ALL nMBER TO BE 6'x 8' OCA 7REA7ED (O 40 LB RETENnON) Sb711HERN YELLOW PINE. 2 HEADERS AND STRETCHERS 70 BE SECURED W7N • i' }I i;' 10' GAL VANIM SLAKES DRIVEN VERACALLY WIN \ SEE ROADWAY SECAON DETAIL FCR `\ , �+. 4,10" `GRANULAR f'MIN. PLNE7RAALW FRONT AND REAR. THREE(3) PAVEMENT CONSIRUCADN INFORMAPO/N BACKFILL SPIKES FOR EACH FRONr STRETCHER AND HEADER. MATER.AL J CU-W60dd G LVAN12ED NA144 2 PER HEADER N. 4 ALL FIELD CUTS SHALL RECA7VE THREE BRUSH '. :+, COA 7S � 7REA ANG SIXUACN, ; 'A. p, TOP OF 8'x a'STRETCHER TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2,1 AN BLACKREVISIONS 4'HNHNKFE NNYL Barrett Bonacci ° • 6'x 8' CHAIN LINK FENCE x 4'-O'HEADER (TYPJ cavc. WALK OR APPROVED BY S7REICHER PLAN & VanWeele P. x 8'x 8'-0'S7RE7CHER (7YP.J C. PLANNING BOARD 3 aArrER 1/t r EA - 3 No7Es I -' TOWN OF SOUTHOLD _ DATE a 4_0. 4 p CIV]LENGINEERS/SURVEYORS/PLANNERS 4,000 PSI CONCRETE, MONOLITHIC A CURB SHALL BE SET TRUE TO LINE AND �y MAX MAX DE'gOMAN POUR BETNEFN JLNN75 ",'RADE WD PARR CONLRE7E R NNDAnLW �. FINISHED _ IDSA Commerce Drive, Hauppauge, NY11788ERS m PROHAL FIRM uN�FOTM BEARING. GRADE TEL 6Comm Commerce FAX 631/435-1022 .2. CURB SHALL 7RANSlAON 7D 6'REVEAL W W W.bbVpC.COTR AT CATCH BASINS 20't RLE 7W OW raw.SES "� SIDE �'" Amended Site Plan for Z W MADE BELOW GRADE CLIFFSIDE RESORT MOUNTABLE GRANITE BLOCK CURB N.T.S. TIMBER RETAINING WALL gt P A3REEcNPORT N.T.is. '$ � TOWN OF SOUTHOLD SUFFOLK COUNTY NY S xo '0 SHEET ROAD PROFILES 3 AND SITE DETAILS 01 A LICE Atrtxnnav of was oacuMENr, fxcmr er NSED Eaa�Fssmxu 7209 frr ix ncca EDUCAANX xm AW, IS I ffGA of Na DET faUCAnav UW, IS ILffCAL ' VIEW: DETAIL 3 of ® xwo e ���,reowmwwo�nnowaASFS°wg,x/IQoo»',xsa.Ati,,�uweuq�smso BESIGNEU BY BRAYM BY . CNECNED BY BATE JE ✓f moi,. SCS P=000446 '%�^' FEB. 26, 2007 AS SHOWN \ I I / � _ I N 3 11 2" E LONG ISLAND SOUND —� N ` 4'01'23•, 4" DEEP SHREDDED BARK _ 53.44• E N 23'16'20" E E MULCH N 28'02'10" 52.90' N 22'38'26" E N 22'35'49' E N 24'25'20' E N 29'15'5 54.04' 50.22' 53.26' 57.85' 20.68?rr E b" SAUCER $HV —_—_— — — — _ — — — — — -- — — _ _ FFRU R.a wA a REMOVE TOP 1/3 OF BURLAP _ /L� `_ — — — — — — -- — ==__ — — — — — 1,,2, - AND ALL WIRE AND TER _ _ _ _ _ _ _ _ _ 1" BIODEGRADABLE MATERIALS L BACKFILL - MIN. OF — — — —_ � z0 1 \ \ \ ` � ^ \ \ ' I \ � — — — — %rih'. :�' >M"•-r•7_z- TOPSOIL _- � - --—_—_----------_--------_ ��� --- —---�--�L�z-_-224z�� \��\��\\� ��'�� � �� —� � —��_—------ \ I / /////��-- --_--__ : •. ID .air. Il- 50% OF SOIL TAKEN HOLE � — — — — -- •-320. '�\ \ 't / _ ____��oti ES BALL DI COMPACTED 501L PEDESTAL _��: — —3�� \ '\ '\ `` _ � \ \ // \ ./' \ / / � � Y — tel _ \ \ \ — �� \ L 2TIM� —� // / // // / : ;• ' . ... \., \ \ . ���\ ��\ / '�\ 2/f AREA TO BE PLANTED AS FOLLOWS. MEMORIAL ROSE }{i'4" POTS SPA AT�' O,G. — — / : '•..,''l;, ':; '::;.. ' " ...., ,.•.,., \ \ \ \ \ ` / - \ _ SHRUB FLANT I NG DETAIL HALLS HON9) Se LE - 21/4" P PAG AT 2"O.G. \" �' AR�AV'O f y7;4jM N+P�NRAL f�N6�UNDLS.'fldl®ED� / / \\ \\ /r/r / \ �\ RWOSAROSE - 6" POTS DATJS O.G. / Lr, ..' ' , '.: ,`,• „ ' ': .�.: " " '� \ .\�\ \ \ \ \ \\ _ nGI \ \ _ \ / " > / \ AREA TO N / / I ..,.I \ \ \ \ ✓ \ i -'c / ANDyI S. EEM TUR _ —BAYBERRY - 6' POTS GED O.G. � \... ' .,. \'�, � .�' 5 ' SETBACK FROM BLUFF / . I SEED .,.\•' 7 / Y / 3p...'., '.., ' \ � � /I / / / ,.l,Yp` i.•1'i }�:f`fY'��e'a., ns`:"l:Yi e,:., `:ir!.•I'n°! . ... I � / I\y" ,...f .�' \ \ I / / / / T IIt / n + � a,.q . .S'M v,,. � ;,.ra!�w'i .rgf:ar;°,Sw,2;.Y:8�y,,+.., \/ / . +;' : / / �• -\ PAVERS TO BO RD WAL / / 1 / :'•1'y,i Jli'+ ::11.'fe+'x.., ..a :e'ii'V'a..•ti;'•�;'e1:8:,vI:p,M.^r,A,,,S.,., \ / / / �t K I / ,b t :�^" ::.y;'�:-. • ,r`.i s:x r..l�:+( . .J^r,.it;' : \ / . L \ I / H.Cpn , H ,R.,".. •.i S'Sr r1'Yn.Y,,•JA., i•F,+ , .. VF1ru 50' SETS CK FROM B IFF - I REINF. RUBBER HOSE ' \ 12 GA. WIRE TWISTED AND LEFT 1•wrA>rMCEG `/l G �1 r \\ /:.: LOOSE `y.i \, \..... ati y, � J eua.o� . . `�� 16 uN1Ts •�''-',: ' \ \ / I / 2 CEDAR STAKES - DRIVE AT -EA 1 �9- S + a ,4r \ \ \- \ \ / / JI / 12-GV I Ua I, +, + 1 \ ) �'\ -` \ / _ ANGLE AND DRAW VERTICAL 5-Ie i : . ) / — 4" DEEP SHREDDED BARK f IG g_ / nr, :q 1::.. / iD MULCH / ILS . x u�y"�" w, \ .n4�=.lr',`: i<;:='x:,;1.a.;�;.ry �!A.,:� ,,.5 SEED 4� /1 '") ^v '`��� / ..:nAl,r:, .., 1!; 4;;" RD-1 p 16 5-E g1 - p 8 +;i .: / �w o.a wti .s. .:,y. 5 q - 5 :c tr;:y,,,r ,; ..e, / CROWN V L � ,,•,,":� _ �� ,:,.s,; s •'�,�• ::L,.,-., �':;:_' :,.yr;��' t,",.,;, .. \ / / / °j I 5 OT BALLTO BE �__yyy�)),,, AME LEVEL 4O ,npA•'':el e.. \ � — — __— W :',"i yti,iA:ifr ! i, nYtn!.N(t+•F \ \ \ h'O ���� t `w,-:•','F� ='"•''.., \ h � I / AS IN NURSERY ,..I,,r�,,;., \ \ I \..A°_ ." y.a t.;,r : ,.,,`'n'.r1�E:¢;;;`�i:• .'.w �i'�. K-1 / i 6�� SAUCER LANG NOW DR FORMERLY OF I I \ - -EA ': •^��, \ \ "'� '.�,".ili', :��;.;a•-',`>":.:., �', ( \ / E E BANG h ORB , os _Jg �?•:G`>• . � "_'�:"'y,�y, _ REMOVE TO I \ 5_S � — — — wR. I,:;w�:` P \ � �:diS:w�rY,',.'° •� �j:, "C ':;::•.:e,,;. R P I/3 OF BURLAP I I \ \ 0 ,kY:• \ \I SEE :":$e €' ^ N . v q'y.:o. .v . . sYr,;. / / _ AND ALL WIRE AND NON- .,, •. "� "^'?' t ' " •,^, 'A1` ID i BIODEGRADABLE MATERIAL I \ - ' ,,; :.i BW I \ 6\ '`''��'' * -GS p^,+I,. ,5;� •�1'.ip .w(,r.'� ,t - W. f \ I \ ��1 \ \ .;^q,v: \ _ _ ::d.:,j,;a'.�r i 1 /� YIN h' t,.-r,i'.:.L:rfJ` / .9 ID •: .!'' . a tl',, { /I ,w 'C`l,• :RiY'ru-:1 LAND NOW OR FORMERLY OF - I I � — -.CSP i J �.p�`•'V`'•''`] � ,:'1+1^ '" Y• •:^`- Y,,r:-( / JERAD MOTEL CORP. a' ,," ' \ ;"r'i`!'';' 3-E 1 e— �• " ': ;�\ / \ iV = `, "V,, _ TOPSOIL BACKFILL - MINIMUM OF \ '� 50% OF SOIL TAKEN FROM HOLE ` I-T ^�.'•'.^. ;:}',i ::j`i,:' ' ,•prr•- +,q:. r�: 10-JS 1B ! � / I, \ I 52 LO �' � $x`$ • Ce`.,, I ..�y,., `s '• '"`,S'r`, P -J5 I �`' / _ _ _ _ \ B SEED ;C.j:.; ry.�i.�if:,�ti1 '; ? "'`i���`.P;'i'M '`'�"�•!:�':;F4';�;7 i�`ii� `r.�•:r `+t' :� `''+1`•.4q:, t`� - -^ UNC O• � 5_I - 1 9_J5 � / -m -ID`,. ID COMPACTED SOIL PEDESTAL RB\ I L �".�',r` 1 I �"K`ai,^i:r'r:+� +'• ..,�?�ha;::., �.�+.i^,'4",' g_IG 10-J I � / \ I I I \ \ µ,^A`I '-�� ' .. .n'<::�:,w.''+^:x• �'' S-IG � a 2 TIMES BALL PG HeT c-1 .e§o•;;::,'; , °-z ,.•.,:.< .. g_E y / \ DIA, — �. ;�'i;:;4 .�. . 4 O \�• \ J � -IG r. I • r` 4 / ,MN \ D \ \ 1:,,;; •;.., ' o \ 3_M / / \ EVERGREEN TREE FLANTI NC7 DETAIL I I 4-IG I t`•"�.`,^"r` '�\ \ \ 3`� .-,�,Y / \ \ 54 I I \ \A VF \ 6 �MAeEER 94-M A -EA ..IT Ur A�xs,YrnN�D / s'Y9 sr YuiD use ecuoo Hc`es`, we / \ 2 rV sE�O • PG X� \ SB N \ �,-� E RlM`).F9 �\ \ \ /`y / IPA NV 9e / LAND NOW OR FORMERLY OF / / / /2-PA , '/ 5-I6 I 2-GV ! ,J °-B \ ROSE M. STEWART / 00 / 12-0V ;PA + -IG ef� �/ - ( — \ \ \ / / °o• 4-IG I -J5 1g '� PA \ r : 'a / \ REINF. RUBBER HOSE I-AG . 5-I UNgS a• — �p� w — \ I \ 2 GA. WIRE - TWISTED AND 4 I / % 1 I , 12-GV 5-IG r E / r / I \ \ LEFT LOOSE -TG I / 4-I 4_1 \ BUtLD� .E• 3-p4 _G I f / / \ pB 12-G 5,,1C, 12 UNITS / -PA n`O `� 12-TG M &_J 5-Ic _ _ 5:1 �. °-(B / / \ 2 CEDAR STAKES - DRIVE AT 12-CIV ANGLE AND DRAW VERTICAL D, 5 G - -645 _- / � I D A-P -I 12-GV 4-1G 5 D \ 46 I 14AP aY.E I 2-PT 5-IG •'Y -TG 44 �� / /�� \ - I-PA -TG � a / TREE WRAP - ONLY WHERE °� . a �� \ / \ / 1-AD/°/ I ° II ° 3 E 50 2_P .: / REWIRED BY LAND. ARCH. / & _ 4 DEEP SHREDDED BARK \ / h 32-MP P,,qqI I -� ESE— g_AP \ \ -AG (. \ MULCH M / 2-AP 21-Pd 2-AP E \ / 46( \ \ \ \ II-PA �-A E— / / (• \ i 11 GROWN OF BALL TO BE SAME \ \ 6 I 0 \ 34AJ E \ ° LEVEL AS IN NURSERY \ / 50 SEED _ 4`1-EA I _P E (a \ \ �1 5-P II'IPA / °- „ \ \\ m• °y 1., / ' b" SAUCER ,t �. 6-PA -AI \ \ ri•y'• REMOVE TOP 1/3 OF BURLAP / / \ �\ �) \I , -zIY • - _ _ \ ''"•( til + - ALL ARE AND D NON- BIODEGRADABLENMA MATERIAL / / `� A •rl :x . . I^ — \ — --'�— - i`•'1 "L: i L' Yl,i 1.t: m- TOPSOIL BACKFILL, MIN. OF / - \ ID 50% OF SOIL TAKEN FROM 4 _ t.,'. • . : ,2&:"+ .a112. \ - - - _ _ HOLE i \ Y Y •,* 5 - _ _ — COMPACTED SOIL PEDESTAL r A }�y • : _,rn •.• '+ • •tt.'•:p•^'•{^;i. ,t' Y s , 52 , x s s l \ / l / 2 TIMES BALL DIA. BOULDERS IN BERM ��PAL � ® BOULDERS N BERM \ •", / // 2-AP / ' 2Q-IG " —w yti - w - - \ 'S°- PLANT I NCS DETAIL a / / / tx r w w w �' w u w to w w /•, w av w wl—�-w w w w ax w w w NORTH ROAD (C.R. 48) (MIDDLE ROAD) WILLIAM (BUDDY) JOHNSON LANDSCAPE ARCHITECT 555MEADOW CT. UNIT 11 - SOUTHOLD, NEW YORK 11971 APPROVED BY PHONE: 631-"165-11CI5 FAX: 631- 165-183q PLANNING BOARD REVISIONS Barrett, Bonacci PLANTING NOTES TOWN OF SOUTHOLD PLANT LIST L I. ALL PLANT MATERIALS TO BE OF HIGHEST QUALITY NURSERY GROWN STOCK. DATE & VanWeele, P.C. QUAN. KEY BOTANICAL NAME COMMON NAME SIZE REMARKS 2. REFER TO ENGINEERING DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION 21 AP ACER PLATANOIDE5 NORWAY MAPLE 21/2-3" GAL BEB FULL HEAD NELL BRANCHED OF MECHANICAL AND UTILITY LINES AND STRUCTURES. IF ANY CONFLICT EXISTS, I1 TO TILIA CORDATA LITTLE LEAF LINDON 21/2-3" GAL BEB FULL HEAD, WELL BRANCHED CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR SUGGESTED GRANGES. 10 AG AMELANGHIER CANAPENS15 EERVICEBERRY 8-10' HT BEB FULL, WELL BRANCHED CIVIL ENGINEERS/SURVEYORS/PLANNERS 12 PT PRUNUS GERASIFERA THUNDERCLOUD THUNDERCLOUD PLUM 8-10' HT BEB FULL, WELL BRANCHED ^i PGG PYRUS GALLERYANA CLEVELAND SELECT CLEVELAND SELECT PEAR 21/2-3" GAL. BEB FULL HEAD, WELL BRANCHED E. ALL PLANT PITS TO BE BACKFILLED WITH TOPSOIL BLENDED WITH 0-20-0 175A Commerce Drive, Hauppauge, NY 11788 19 GJ CRYPTOMERIA JAPONICA JAPANESE GRYPTOMERIA 5-6' HT BEB FULL AND DENSE TO GROUND FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. TEL 631/435 1111 FAX 631/435 1022 "72 PA PIGEA ARIES NORWAY SPRUCE 7-8' HT. BEB FULL AND DENSE TO GROUND �� �I www.bbvpacom 40 GS CORNUS STOLONIFERA RED STEM DOGWOOD 2/12-3' HT BEB FULL, WELL BRANCHED 4, ALL TREE PITS AND SHRUB BEDS TO BE MULCHED WITH 3 DEEP FRESH MILLED 132 GV GALLUNA VULGARI5 PINK HEATHER 15-18" SPD. 3 GAL. CONT. FULL AND DENSE SHREDDED BARK MULCH. 125 EA EUONYMU5 ALATUS COMPACTA DWARF WINGED EUONYMUS 2-21/2' HT BEB FULL, WELL BRANCHED Amended Site Plan for 156 IG ILEX CRENATA CONVEXA CONVEX LEAF JAPANESE HOLLY 18-24" HT BEB FULL AND DENSE 5. ALL TREES TO BE PLANTED AND STAKED AS PER DETAIL. 182 IG ILEX GLABRA INKBERRY HOLLY 2-21/2' HT BEB FULL AND DENSE OF N 196 JS JINIPERUS CHINEN515 5AN JOSE SAN JOSE JUNIPER 18-21" SPD 3 GAL CONT FULL AND DENSE b. ALL PLANT MATERIALS TO BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER °wro "* CLIFFSIDE RESORT 52 LO LIGUSTRUM OVALIFOLIUM CALIFORNIA PRIVET 5-4' HT. BEB FULL, WELL BRANCHED PLANTING. * s 51 MP MYRICA PENSYLAVNIGA BAYBERRY 2-21/2' HT BEB ppU WE BRANCHED 3 g II9 PG PRUNU5 CISTENA PURPLE LEAF SAND CHERRY 3-4' HT/. BEB FU��, WELL BRANCHED T IF ANY DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN GRAPHIC SCALE GREENPORT A SHALL GOVERN. aD D m w YeD 12D vo Hq v60 •RLT TOWN OF SOUTHOLD SUFFOLK COUNTY NY 8. ALL PLANT MATERIALS ARE TO BE MAINTAINED WITH FERTILIZER AND OTHER Ax °ADE NOTE: ALL LANDSCAPE AND LAWN AREAS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. REQUIRED MATERIALS TO MAINTAIN A NEAT AND HEALTHY APPEARANCE, REVISED SHEET ( IN FEET ) LANDSCAPE 4 9. ALL PLANT MATERIALS ARE TO BE IRRIGATED WITH A DRIP IRRIGATION SYSTEM. 1 inert = ao I:r, PLAN OF 10. ALL PLANTS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE ALRRAUM VMS DOGRIBWC FIf TSY 7 APPLICANT, AA PMUNCE � BOE kWW f CARN UW, IS nIFCAL 6 zm uv.,nc LM: LANDSCAPE DESIGN6)BY pggyrl DY CHECKED BY DATE VIEW: LNDSCP 4 OF SCALE PgQIECi ND. Up"UDnu,a."w"Uwn sasa�,,nrswYDD"D,oM.,Nmtuq,emsD WWI/ WWI/ FEB. 26, 2007 1" = 30' A000446 yg000 \ EROSION CONTROL LEGEND _ N 3;as E LONG ISLAND SOUND +4 N 34'17123. 33.44• E N 23^10'20• E N 20'02'70• AREA REQUIRING EROSION CONTROL BLANKET' E N 22'30'20• E N 23320'• E N 237.8 1 STABIL/ZED CONSTRUCTION ENTRANCE.' + +- - - _� - _ -' - - -�- - - - - •- +� °.F r`"�"�\ _ ,° -+- S/LT FENCE: a 74-- -- _ X _. - - - - - - - - -1a 6 DROP INLET PROIECAON.• - - - - - _ _ -__ - - -22� - \ ` - - 26•x\ J--_ _ _ - �"- -_ _. `.• - q-p - 75 a CURB INLET Pmoxc O v: 1- J $"01011110 / / // / / \ \\ \ � ` \,� tom/ �I�\ \ I l HAY BALES COASJAL FR°Slav NnzARB LwE \\ / / ' - / S SHOW WJ COASTAL ER191 HAz�r SHEET 12 OF+9 AREA MAP, TOM CF SIX/JHW° \ \ \ \ \ \+p \ \ \ \ \ / \ \ \ -\ J / \ \ \ \ BGB uve \y\ / -� - •y \ \ l / / / ' \ \ \ AB RF�'rJ0U5LY AP •`YA oa \ / / / 311 \nNonccf5s'-sre''' WHEER \ \ (SEE PERMIT APPLIdNO� / I \ \ / / / / {Jy,• I I _O \ '� \ r l \ / LY SLUfF LINE \3p\ \ \RMAREO BY ME LAND USF L0.) J 56 \ / �2 \ \ BAtOs \ I / / / M0810N CONTROL NOTES / r 9, +'° / SU aE,ERA75N mal 2WOORAPHm lac' ro hWYAF M (AS A °AIC¢PILL 1(; 1001 a',RpAa / .(�' (As\nPPROI,m BKIN�F2rONN rsrvrslEEs av rr/1DfOr) PA Ii`1A761NCVl�/atl6YLRE \ I lI E / t� ® ® ® ® "� '\, P ) "� -� _,• \ \ \ \ / / I 1. ALL DISTURBED AREAS TO BE SEEDED OR STABILIZED ACCORDING TD THE FOLLOWING., I ,•,/ / / /\ oxa ® ® ® ® eta PTaK 30.M p9sMCIED ACCESS „•+ \ \ \ / I I I FOR(]R£)QON P RPOSE\ L BUILpING �N \ \\ II A. TEMPORARILY DISTURBED AREAS (LESS THAN 12 MQVIHS) TD BE HWROS£EDED AS FOLLOn. L L to UNITS •B^ I ^O� y+'� 9;� _., +_., 1 \- / / / / \I I • ° •n• °I \I \\ r I ,,• \•// .per ' 2e•m°E uNoesrRucre°ncc£ss -{� 1„' .�"/II T\\ \\ \ / / / / / /l I WINTER OATS EL BUSHELS PERACRE OR cONNEcr v9a. l i A -J A. + P ^ -Y (>LF o 6soa + + / r \f. \ ., 7 . \ / I S / AE I I MQ OR RRE 11TT11 PORPOSES } . °. ,z, , J n I` ' \ 1 / / I / NOVEMBER 1 70 MARCH 1 / / BncxwnsH u 1 t / rO DR LL i I/ / C +l- ,3cp I; y ` 0 xisnNc FOUNOA nays MULCH WITH 2 7OIHS OF STRAW PER ACRE AND ANCHOR MULCH firm. (1+J ----Fad .4OMESTI PRING A ff GRABS - 20 PER AER ACRE OR ,y e ",N� L '� 41,25 12. -~ ®® NDANGRASS - ACRE OR � \ \,p, �eamfirAc � ,, 'be �, �"d/' / MAY 170 AUGUST 1 �8\ \ ,, �� , ,°P rex ® ® • W� . `� y13� \ / �LE'r - M 70400185: PER ACRE `o (. (� -Bc z � 'L�S -\ \ i� 'I ' @( lie O/NG y '+=„ / / \ LIME AND FER77LIZER 7n BE"APPLIED AS NECESSARY. 1 I r ((Je \ A '+ T `+ps .5 d,z, \ ,oda + ® ® I'_ 1 / / B. WHERE FINAL GRADE IS ALWIEWD , THE AREA IS 70 BE HMROSEEDED AS FOLLOWS OR OTHER APPROVED MIX 1\ rvr+ +9I / / ]s , \g /: 52 a Li > �'. „ ::,._. v,.. / E•x� I ` }9'.*� J9.BJ ' P � � �1 Ih ® / �' / / \ ( )•, SEED 70 BE 7OXUTALLAFESCUES OF 5 LBS. PER 1,000 S:F. r A RA IF 2.. :.: 2OX PERENNIAL RYEGRASS FOR p 0_4 \ 'L• J ®55Js: yJ9.. ( QUICK GERM/NATION) 10X KENTUCKY BLUEGRASS (FOR KNITTING) 52� i� BC]995 N1 S]5 + \ i \ rc( 5 I \ BL S6dIC 0 B + ,^Y ,� / ' \ 2J✓ se ec, sz LIME AND FER77LIZER TO BE APPLIED AND WORKED /N70 THE 70P THREE INCHES OF THE SEEDBED AS FOLLOWS: • 1 1 ® \ ,fBC fJJO BC 4350 - +,a Ae� "" \ JC (467 / \ 44 ec uez- n' °s n J + _ - ` ��ATsr k0 �u \ Jsss \ S // L/MES70WE 70 BE ADDED ONLY lF A SOIL TEST IND/GATES A pH BELOW 5 0 /F NECESSARY, PULVERIZED LIMESTONE _,'TWA, +° ®� x�GOti o : pW t J+ ss \ Jc ,eza ac�s oL I 'mss \ \ r / 'J0- J9s •/ / SHOULD BE APPLIED AT RA 7E OF 50 LBS. PER 1000 SQUARE FEET, Bw J9A0 A O" 1"' B (0.9 ' rc JB]I @ LP JL5+ ��r / ® 46 \ \ \ - '�' / FER71LIMR TO BE APPLIED AT A RATE OF 500 LBS: PER ACRE. / / +� _ _ elM-z zs 4\ \ / ., A rc JS 65 p 5'q �Ja,x m Tc JB so PW ❑r ' � 3 MULCH ALL SEEDED AREAS WIIN SA/ALL GRAIN STRAW (RYE MARSH HAY OR WHEAT) 1 A M 1 2 BC J9A° \ ]L J91I N \ / OR REGULAR HAY AT A RATE OF L5 TO 2 TOWS PER ACRE AND ANCHOR. STRAW MAYBE REMOVED AFTER THREE WEEKS U rr " Bc Ja9D TV JSS� ( e� /2 v2 � / � CRASS AREAS 70 MAINTAINED AT A HEIGHT OF BETWEEN TWD AND THREE INCHES 70 PREVENT WEED INFESTAAON• II e QQ/ r a � \ \ Y ec r(] ;,I 1 _ / / / / '�W, / ® I RUN/NjSG "O• rVa 42 40 ( / /o P e °9J 1�1.r / 2. EROMON CONTROL BLANKET(NORTH AMER/CAN GREEN STRAW EROSION CON7ROL BLANKET S75 OR APPROVED EQUAL) _ _ _ ,- - - _ r✓ ® / h`L `rc+r.J° �E ° 70 BE INSTALLED ON ALL FINISHED SLOPES GREATER THAN lOX (IN LIEU OF MULCH) OR WHERE /NOlCA7f0, INSTALL AS PER ' + '°'' \' \ BU 4�' N \\ \^ MANUFACTURER'S /N57RUC770NS STAKE Wf7N 20X2" STAKES 4' O.C. 7HROUCHOUT. _ L ILOINC ^E- ,•• / / I J INSTALL STABIUZED CONSTRUCTION ENTRANCE AT ACCES POINT (INDICATED) PRIOR TO GRADING, SEE DETAIL THIS SHEET. ' 2 +13° • p +9 GF®L+]F LF eLp9�F, A-V ' 'T*) TCI]]0 \ \ ,j (JNITS' / � /R� / / 6 r9 /NSTALLARON Of SILT FENCE 70 a � B \ '� / 4. BE RECESSED A MIN. OF 6' WERE INDICATED PR/OR 70 GRADING. M" ee,(s° 44 / _� SO 4500 BL 1196 I T 1 rc SaJ V / -�` 5 ALL METHODS AND MATER/ALS USED FOR STABILIZA 77CN AND EROSION CONTROL S 450 rc +sxr O I 6 (65] C+ 9z p q. 1 J S , I' °� " -" "_+ i \ / \ I SHALL CONFORM to THE STANDARDS AND SPEC/f7CA77C7NS OF THE TOWN OF SOUTHOLD BC 6. / / s Bc lots / I I ,6'Pbb c yG sr 19 d' sr LF®6o9z i,,., \ / AND THE NEW YORK STAT£ GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL. a:,, s3 / 4 rs �O I p A 3 rB GF o@]ez 5 ec s9,oe ."" C:. , d / la'vvc D _ _ °_ u ` I rc s96 I +•^, O r - - �c 50 82 O \ \ 6. DISTURBED AREAS SHALL BE STABILIZED AT A SLOPE OF NOT GREATER THAN 1 ON 3. 3z { •'L'\ a, _ Y-.LF6J5/F BC ]I 2'+]49 \ JC 4L I na \ ,/ 4fi! ;\ le Pl2` '1 Pw s69B rL sO.fi] / rc(96J M1 JCil JI \ \ / 1 I ec sa,u ec sae �*ACT 30W 9k2D'oVERFm 7 `" \ / I 48 rc+''°'� ^ \ 7. ALL UNPAVED ROADS USED DURING CC7NSIRUCROIH SHALL BE TREATED WITH CALCIUM CHLORIDE 9:z9'EmPL°re€6 \�.! vxs 9° I / / `\ \ OR 07HE77 APPROVED MATER/ALS 70 CONTROL DUST PARNLNO A( 1 Jr� ACT 591 `S� 0- 1 \ , ,,.° \ =o.,�'^Y�Y^Y^Y r` 1` w q'`Y(5f` .-•;••' 1 • ! -iCT 4666 JC+66] ` \ : \ \\ 36' \ \ I / ( \\ + \ +�Y r`r` ' r� .:.+�r=f 'r'. �r� ,r r '' ,S+r Y -P1u,996 a^i'_`Ja r2� \ \ 8. THE CONEANS R SHALL CONSTRUCT AND MAINTAIN TEMPORARY SWALES, BERMS, PONDING AREAS OR I / +,,, i \\ OTHER MEANS REWIRED 70 CONTAIN ON-517E ORA/NAGE THESE METHODS SHALL BE USED \ I \ >" ;74j., ,., , \ PRIOR 70 THE INSTALLA 77ON OF AND IN CO.NWNCRON WITH PERMANENT CN-SITE DRAINAGE. +a' rEsr ecwxro r_r�r�r LI. / 2'so %, +p I^ 1: r.5 - \ DISCHARGE OF OARS OR PROPERTIES is PROHIBITED. / os 5 I \ RUNOFF ONTO ADJACENT R /2>•,£ \ '4= \ \ \ I \ Nae-1 +1 ( �.' ..4 •'V' sa] csr e9 -�� 'Y1). / -51 •4 1 '�•f : •' ,t yK�•:� ;.sr Jer . . '� tv. . I - , ,+ \ +••• \ 9. ALL ORA/NAGE STRUCTURES (ON-5/7F AND ADJACENT 70 SITE) SHALL BE CLEANED OF ALL SILT °"- / •Ot12 / I l \ AND DEBRIS IMMEDIATELY UPON COMPLE7701J OF CONSTRUCTION. STRAW BALE BARRIERS SHALL _ _ _ _ ,, 1 A Z ''p, J° 5 _ - / I BE PROVIDED AT INLETS AND MAINAINED DURING CONS7RUCAON, SEF DETAIL THIS SHEET f `.'ll_�1C-A-A,- •• A �A• [ BC 5205 6C 5". ,.ss N.A / OHa � � .,..• ��w � ® - °' I•' w "' °i ,y,W „ +•,• ° �5p- THE L•av7RACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES DURING CON57RUCRON, AND \ n Bc no AND SHALL INSPECT AND REPAIR MEASURES AS NECESSARY ON A REGULAR BASIS. M ft 14 aa\ / w j / lam �T Runwx., � WIRE FENCING NIRED O4 NtNJO POST _,„_� �/-A`+.,,,-- +, `•""` 11. CLEARING SHALL BE LIMITED TO THOSE AREAS CURRENTLY UNDER CONS7RUCRON, THE CONTRACTOR -T � srAevBa oarAA•nrGenew ENTRANCE' SU 1� GV POST 6 6' MESH) _makes �+" � / �•>.w a � - �-,,,, I•'° �/ I .1.n"' °n'• // SHALL MINIMIZE THE EXTENT OF CLEARING WHERE POSSIBLE. ALL TREES INDICATED ON 7HE PLANS TO _ / �4- ,�"x +" ' - - - - , d ::�® REMAIN SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION CONTRAC70R SHALL INSTALL CONSTRUCTION FENCE AROUND TREES TV REMAIN PR/OR TO ANY CLEAR/NG W7 GRAD/NG F71TER FABRIC °N +410 12. D157URSED AREAS ARE' 70 BE STABILIZED WITH VFOEM770N OR 07HER MEASURES' CALLED FOR IN THIS PLAN (Ar7 ARD 0R APPROVED EQUAL) ,,° °+ n,n ( I ATTAS A 10 NIR'FENCNG, + AS SOON AS POS5Y@LE AFTER DlS7URBANCE. nEs SPACED 24 • c-C NORTH ROAD (C.R. 48) TOP AND MID SEGRCW """�' "-•... 13. AT THE END OF EACH WORKING DAY, a GRAPHIC SCALE THE CONS7RUCRON ENTRANCE SHALL Be SWEPT CLEAN To ENSURE NO DEPRIS OR SEDIMENT LEAVES THE SITE, ALL EROSION AND CONTROL STRUCTURES SHALL BE CLEANED, INSPECTED, REPAIRED AS NECESSARY AND w o Te w w +� ANY SOIL AND DEBRIS COLLE07ED SHALL BE REMOVED 70 ENSURE THE STRUCTURES EFFECTIVENESS; x°y SOIL AND DEBRIS SHALL BE D45POSM OF AT A PROPER LOCA7TON. IN FM 14 AFTER ALL WORK IS COMPLETE ALL EXCESS SOILS, DEEMS, ETC SHALL BE REMOVED FROM THE SYTE: 1 Inch 30 fL \AO!• 611Y6. TRENCH 15, ALL STOCKPILES OF SOUL AND/ OR DEBRIS SHALL BE CONTAINED WITH A SILT FENCE, I I, a 16. ALL TEMPORARY DISTURBED AREAS LEFT UNVEGETATED FOR MORE THAN 3 MONTHS MUST BE STAMUZED GRADE WITH SEED MIXES AS STATED IN NOTE No 1. m -117- .�;r,:•; _ _ i -�^*rI1 :TTT- 1i 2'X 2-STAKES COMPACTED BACKRLL (7X17 EACH BAIL) FENCE AND FABR/C 70 e _ EXTEND IN70 TRENCH TWAff(�) M+zi� ap STRAW BA[ES COMPACTE7 DRAMAGE MLEr BACiKRU SEC ACE ---�--- --- - -- -'-' - TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 50' MIN. APPROVED BY REVISIONS EXISRNG J'_0^ EX/SRNC "A 1 FLOW 1 l FENCE 70 BE ANG UD WOUND I° PAVEMENT -� `' PLANNING BOARD Barrett, Bonacci RAINAGESLOPE/N TOWN OF SOUTHOLD & VanWeele, P.C. DRAINAGE CNANNEZS BOTTOM OF DRAINAGE FILTER MOUNTABLE BERM BEOTION DATE /� V CHANNEL OR SLOPE 2' S717N£ OR �On/F am (OPTIONAL) RECYCLED CONCRETE 50' MIN. CIVIL ENGINEERS/SURVEYORS/PLANNERS aRA/NALr INLET 175A Commerce Drive, Hauppauge, NY 11788 ELM (m) TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.com o now ; FLOW Pos7s (rTP) Amended Site Plan for s, EXISTING a ei.eN HAY&1 Te CLIFFSIDE RESORT GRCCUND ,s 2 S vt OF'v� SILT FENCE , rF 8 OWN OF SOUTHOLD REiENPOR SUFFOLK COUNTY NY 10•MIN. OR MA 7CH 0 DRAINAGE CHANNEL AOIALENr ROAD IW07H a4LES 70 VE SI! REVISED SWEET GROUNOTRAnaN /NTD OR SLOPE �ddl srAREs•(TIP.) OV 4'' p+ r "L� EROSION CONTROL 5 (SEE SECRON) ELEVA77ON (sEe sz'nav) w SECna+/) N07E• PERIODIC MAINTENANCE IS REO IR AS NEEDED TO MAM I Al DANCE 70 /NOYUDE PERIODIC TO° 10' MlN REMOVE ACCUMULAI T MATERIALS AND REPAIR FENCE. DRESSING IW7H ADDIROVAL STONE AS PLAN OF REQUIRED. ALA L10INN OF AO S90A&Nr, EAL'LP1 EY 7 SILT FENCE DETAIL STABILIZED CONSTRUCTION ENTRANCE STRAW BALE BARRIER AT INLETS LLENSFDPONLAW0NALLEGAL RM ACCORDANCE WIW SECRON 7209 NNY£' EDOCAPWJ LAW, IS ILLEGAL m x000 e,e,v,nc, N T.S: N.TS 10110PO 9Y I DRAWN BY L•HECNEO 11 DAO: SCALE PRMCT NO. ✓E/WMV JE/SS FEB. 26, 2007 1"=J0A000446 LM: EROSION VIEW: EROSION 9AOe001o040N6\Jwp1MI0Y996iP 9.Ewg.r/EP4wT 9:]6d5AM;,V^:611Q�,6ID upppq �L5y, tNy m p^NIbN �M5 M pN O N � Q65 Qwi ¢��¢b{ qw¢q� n p„�^7�IN, LV p n! h h 1. ^^,� mm �^S•5 O^,n5 pp!4 ori N a13W 3 ti t ^ nj � pJ ��N W Ni• 33 N+ 3W N,q�W panh� i(N 2 k 02222 W22 q;22yo . . =etl� �N � ^tly23 L�y�2 I. 4y �i L� +� •{i die # n ^ W2 �2 1J1R, EM PNC GRADE 'J, 50 50 50 N ry+pp 50 »» yy V-� �2222dyEMSRNG WATER MAINlNRSI » qp .. r3y2222 tim W3 iI ^tlh22E7571NG GRADE m yy y�II l,NNag!citjVW3 N"�N222k4W2EMSRNG GRADE2EX/SRN GRPROPOSED GRADE 26' O GAWX R = Z w JG EMSRNGI N�2 8" a 150 PH: j j p , j v Q £MSRNG fd4ADE I tl1d +p +U BILI +U .0 GRADE 4� 1 O 0.60.1 N . 40 50 0: y 0 5 78 0.77,8 15 P� 09 '0 MADE B O TOP WA MAIN-r 0 ` TTA° WM '+ 20 LF O 0.WATER MAIN ELEk JS w PROPOSED GRA 8. OR !8 PIC36.58 a m I BO WATER381 MAIN IL 116• O 0.60 i B ECE . 37.67 S 29 STA 2+86 So e 8 OR f8 PVC 56 LF O 0.40 2/ O 0.60 x8 OR 35 PVO SLOG UNIT 202 BL.OG E UNIT 208 rA o asO 44 LF 0 1.60X S +07 BLDG E UNIT /02 ST 282 2 j j j xy i Z0 9 0 B" M PIV 8" SDR M P STA 2 m m mm ,fie y b 7Oo 18" DRAIN STA 2+49 STA 26'4 BLDG E UNIT 108 y 11 y DATUM ELEV ELEN JL91 ,109 DATUM ELEV DATUM ELEV DATUM ELEV O.OG 0 UfNT f04 BLOC UNIT ZOJ £UNIT 09 0/ SSGrA E UNIT ! STA 2+79 DATUM ELEV 80.00 80.00DATUM 40.00 40,00 40.00 BLDG E UNIT 205 90.00 � � N�A � '� b b p N map Fp^, ba; IwnLmryp y0 2 +A0 ala qm hNq hNg b LLC�L q L^N�1L .h N,�i m ry m bzI F pts nyNj ron N� ^� �N y 3 w +Fww 0+41 1+0 2+0 2+61 0+0 1+0 1+72 2+0 3+003+10 0+00 1 1+72 2+00 2+93 1+72 2+0 2+BB 0+41 1+0 2+0 J+0 4+00 SMH-2 TO SMH-2D SMH-2 TO SMH-2E PUMP STATION TO SMH-5 SMH5 TO SMH6 (EXIST.) SMIH-4 TO SMH-4A SMH-4 TO SMH-4B REFER TO SHEET 7 FOR PROFILE OF FORCE MAIN. SANITARY SEWER PROFILES SCALE: 1„=40' HORZ. 99MAL NOTES 1 =4' VERT. TEST BORING DATA 1. Cenfrocla shall be roNpenelble for the SecuNng of all necesaay Da \ + \ I I 36.3 � � / � / / UDEST\ �e e^�`�O1' Perm a or to commenckg veep I ¢ } / / 32,6 \ \ \ \ 2. The contractor shall wYTfy all underground oppurfenenMa before \ LAAQ AIR MAW EIVIOT4WOENCK W?W= NAG \ /� eJl canmencln wok to enauro propaded facll/r/ea \ / \ ( )&?4 Mr2 9 prapsr p/aeemenf of / I ,D ✓ j-''�'3 .� \ / / X32\ \ \ \ .I Sanitary sewer pipe shall be P.V.0 SDR-J5 unless otherwise noted. \ / TEST BaNraB Na 9 T TEST BOIwB No. 11-2 4 Al/ main line rawer shall be eight (B) inch diameter P.I!G Al/ / ELE 50.]t EUFV, 4s43 house camecfkna Mall be s,6 (6J /nM diameter. A//pipe In / \; paved areas, wtth less than 4 feet of Dawn shall be DR-1B 1• / 1 Wi17F,R �I-6P° - 3 f� BROW SANG LWMY, ME (sPJ zD• / ,>, \ 3a.9 L / _ A\ ° \ IE1P J"W. M BOTRMI 4•GPA Y SILTY \ I (TYP,) \, + .� 31.6 sAJU szy sacwAW sP zO• S sorer Mo/n Protections The minimum bmifmi. The h7imu ro between o / / _ x,a � I •'i�r son/tory sewer and xnfx main Is 10 fnL the m/Mmum vertical GRA SANG sDME mLTa cwWE m 20' desrance between a sanitar Newer and water main /s /8 inches / T I �� r°N fl, B P`✓C \\ \ _\ / / \ 33,41 _ _ _ , \ \ \ BROW SILTY SA(,NE. Sx GRA M. I2°' MLD/UM m f/NE ISX GRA YEL DET, (SW) Y I: / 6. House connections shall be /natal/ed as shown. A Sufick County HWSB IGYXtN BU' 8.75 7Q \ \ \ GREY/aRONN SANG. GDARSE 10 MEDIUM B.O. Standard dean-out shall be Instal/ed as d/rocted When length of WA7ER SERA DK I/ / FOR BL096G9 L 16 DNNGO we" I \'`� T � } \ 34 5 +35 z _ _ _ \ \- \ ro UNE !°x cRArEz, Wrr � connection exceeds 10 feet and at bends exroedk9 23 �.I ) \I 40.9 � TJ I \ 39.4 \ \ \1 111.2' 1 -� -� \ g J" + + 1 1 I INr+? /' 7. Owner wpl enter into an a roamer! w/M SCWA l6r malntenonro of h rontx / 46.6 � � 3s,9 / BRONN SANA MEDIUM iD RNF lax OREY/BRONN SAN0. MEDIUM TO RNE, + IN ^I \ GRA Y£E MDIST JP• 20x LRA WL NET V / CONNECT POOL / 0 40,9 I 378p I / 18.2' I J0 B Heatk / � BOT. GRAIN 2786 g wp/ be Supp//ed by e/ecMc or gas a)stama with no pro Ha/ars Ibr BACKWASH U/ / 47 LF ® 5.509. 2 - ' I \ \ REO aRONN SAN°/RACE S L� E RE00 SN BRONN SANG BANE SAL75; make-upWafer. l / TO ORYy1ECL In�'�IA LL '\ 36 6 'I' TER 26 JB 18• Pl/C / 33'r 20x GTAW1, To z0 MEDIUM TO NNE J0x°RAVEL 5 TDP W BROW SAND, MEDIUM m RNE SS 20' 4D� / . .. I q } RIM DRAWL MUST J.o' JO' BRONN SAND, MEDIUM m FAME, 15x 32. I � LaaEL. NET GENERAL NOTES - SANTARY/BEWEA9 108-1-` + 4743 �+ \\I� \ /K' \ - /T \ \ 4].0' B?0 SUSHEDRROCK.GSW A1tL 2'O °GUY IkRWYRNE SxNM �A SM 2P' Y` .. . , . , BROW SAND, MEMUM m ME, NET RD 2 JO' 4]0' DARK GRAY SAND, RNE NET Jo' /. No ronafruc!/wr shall commence until the Y6//owing coTrdltlona aro met: \ 1 / / /Q 1 rJ U B I 4O •" F;, \\ �� Nr Q p �1 ! \ \ \ BROW SAD, CO.6PSE m MEDIUM Rr DARK GRAY 5/LH BANC, TRACE a A. The Owren erg/near and carrrmcta- attend aped-c°nafrucHan meelln (7 GRA w4 MMS", (GW) 2'0' CLAY, 4ERY RNE IOx MA W4 (B/AJ zo' W/M D S erenf of X d c Wake ir G \ �D _ - \ 3 - \ eP repMsenlaNws. \ ( / 4+5 k�o 47 00 I 42 43 \ @ ; � �, 41. 40.50 ,. ' 3e FO_ - _ - - _ \ ' 'z\ K-T 31 55 ( B,PoNN SAND. MEDIUMUwr RA 5w JO, DARK BROW SAND, RAVE NET Jo' B, An / + Z + \ \ \ FD FI' -� 3z:1' WATER. \ Approwl to conaWcf by SUFFOLK COUNTY DEPARTMENT OF v BROW SAND (RACE SIL>S C0.1RSE ]D HEAL 7H SER MES (SONS) has been recefwd• JJ.0 � � NOREDOLERY 2°' 44.23. M/N. „' MEDIUM TO NNE Jos GRA W4 w 2.0• C The / Intention s \ a�) 47,25 42. �' O �- �^ �^ q ,r ^\ /her rAoroamtatM hos norMed the SONS hr wrHkg 2" 11 l� o NIS ent to commence consbacifm and he/she shall eubmlt on BORING q ,^--� BROW SAND, MEDIUM ]D RAVE 5x JO' / (, GRA PEE accurate schedule of °ntk/poted waw progress of least 14 calendar NO. B-3 dI pNor to actual oamman er ant date. if for an reason cowsrnect/on BROW SANDY CLAY$ RNE (SC) zo. /a I mpavrf/y auapend ,, a Written nabos of some any be InmImltfed T0a FON A ;' r• to the SONS NHffen notfro of recontmeneement of cmahucilm ✓� i ( BROW SAND, SOME 5/L 7S RNE 0'.s, l5°' NO RECOVERY 3°' together w/M a -th 37.9 I ! �j��4(� 4y \ \ N0 _ �j progrcaa schedule shall be transmitted to the TC .75 65W WE SONS at least throe (J) work days prkr to actual rocommencarnent date. r� p L, RNE (Be) 20' A The owner and a controeta has Med all neeeraor ° llcat/ons with 44 z3 R l.' 0 B 42. \ V U -C� 4it;' 'II HOUSE CONN. , P p .,:�\ GRAY CLAY sour SILTY 5'ANq ERY I 2 Z U. \ ,�? I. /NV. 3593 7YP. e� it \ 1 44,00 31VN PL1 1 9 U i Z U v \ I FLw BLDG C" �LQ (�•I� / ' PP I I A Z Z t .T R/M \ \ r 6 'N �1 31 z J0, NYSDEG the SuNdk County Department of Health'S '00 SOH;, 1 38 -4 as° O' 7 f/'�1 �• DARK BROxN sANO, nNE NEr Me food town and has obtained a// necessary RIM 44.441 ` 3 43:5 \ . �' (/N/ ^7 CP ( ssarY opprowla A I P gp \ =, \� + -� rS DARK BRONN SILTY SAN0.S IAACE a + 44 �` 40.10 �� .n Y 44,50+ j i,, '!;•; �/ l F . ..,., ,-.�. '.., �'SA O'FP1 . �\, C� NO WA ® NO WATER ENC01/NIERED � COUNTERED A//ap Cen afam�0 the 101esfmaterials �enat o%MecfSOHSdudeclBeot/ens far c 25 L ® 7 OOyo '• :' '; � � LxAYA ANE 10.x GGA K4 (SM) 2D' 2. and for se� u 2.80 dh }: 44.28 x iiu_ . 1B' PVC . NV SE J2}d4T ' . 4 ,� p�9 '. I+ SRW TER AT!D' PERCH Sewer whare #1 kdxiM /I rohe co and addendathereto. and hall �4,3 '�s; Jr2 R/ \ D_p "394 39.93 ' ( cnua whero can8kfe ex/at between the rontmct documents and the latest TW 4 .40 / 575 , \R x`..21 CF 0 \ X X \ I, + 4 ? I roHa/ons of the 5pxMeatlana /or Sewror Conatructlab the kterprofot/on 51' & 43 30 I ~\+ 3+ ,Z �9 93 and ro/ings of the SCDHS shall be binding. 1 NC T', 1B" PV U U U U TC 40 45 C-7 X ( U Z Z ilk Q \ \ -� --- I (� 3' 3 Pr/a to Me k oratIm of any material °r squ/pment Into the wank, fled 2� Z 2 �' BC 39.95 TC 40.40 +F I TEST BORM N0. B-3 (5) cop/es of shop dmw/ngs, catalog cut; MamatcHst/c cur 94 teat B' DI + ( \ p 11 (� rosu/AY xfamance data, etc. as requ/rad by SONS shall be subm/tted to Me I r a.l BC 4015 \ m O 3 3+ +- I w gg G �' SONS No moterla/ a �G 0 • 4'I 1 , y ', 4Yf„c \ .0, X � \ 400' �^ U U ( ELEN Jest equipment anal/ orated into the work until all 10 ��' 1� "4�� - � 11LL M/ �G 3 ® 5 537, � � � �> rrqulred submittals oro roNewed and approved, /n wr/tkg, by the SCOHS TA 1+84 143 LF \ I! .. BROW SAND, MEDIUM RMS 15x` 4D' 1 5 5 cY i\O SB / Nl 717 O O 26gp 8•,508 PI•r• ,` m S I BC 38.00 BC 36 BO \ O .' . .t . . .9t 3 . / ArEp (BIR) 4. SanitarygroNtY ANN shall be laid a m/nhnum distort of too'haf2ontdly X R \ D- D and 1.5' wrbo'ol/ below an exlsrin a \ D 4 , + 39 e � 6 ' / v - v^ --/ Y Y 9 PTPPosed wale m°/n. 1 6 T .79 /�WA TER \ \ D D_g Z' y Y BA`oW SAN0, MEDIUM W FlNE, Box Go. 5. The canhucta shall furnish and Instal/ an underground making tape along 1/1 43,2 P� �� \� (' 0 BC 4s 54 + 5ERME a ( }43,6 BOT. SAA.�iR96 C U ©6 Y y v r Y 36.6 X36- i?'. WA M, dl newer lines, face mains and house connections In accardence NIM SOHS 1 \ + FC 4395 J ( ) TO 40.82 O STA 0+ \ RA° GRAIN 3/. Z' Z U eB• Y YU�Ul J apeo/Rrntlms for same. @C 40.57 39.55 \ \ BROW SAND, MEDIUM Rl RNE, SR 20, 6: The controcta real/ determine the exact locatlen and elewtlar of exlalhg BOT. SAN. M08 \ Z / GRA9ET, (sw) 37.TINF4 �xZ, DU✓ ae.l TC 36.25 . INV SW R08 c 36.30- -..� Is n1sN able to etermg sewers) q geld hm6gatimf all extsthi The to ecce �"�V 4 TCW WA TER J6,5B !C 47.22 � 220(zr BW 39.40 (/ t^^ �G BC 40 97 BC 39.00 b INV HE J2 38.71 �6 LP 3754\ O 60'{8• ( TH'G 7-f 39'9 ` BROW SANA MEDIUM Ta nNE faAf S0, Is ro"fi'mbo M propose the adequacy of ee Mall h aewem to f any Q \ /NV 3B.46 \ + \ 78 Ptt• 9, �G G \ LwA'Sz. xfr connecsen of en proposed wok The Engineer deal/ be not/Bed Ad any + 2 � C\ \ L conflicts between exlafhg utplflu and of any hadequocy of the exlat/ng D-7 \ i \ Sawa linea to ar/ t " ' •9+ • h •ir / \ PYPP Y aP�P PrPPP� Lronnecf/ons and Bows \ STA 0+85 W \ RIM 3729 \ •,� 4� m M W ( 8D78 H Is, the reepens/bp/t of the Owner to alk co a//commenced dlaturbed b his N\S�" COIN, o \ ; 5F TC 39.65 Sq RIM 41.49 4J X46,2+ O� \ TC 39.50 i I 7DW ORA/N 37.9 T� \ \ 0 4Z0' wait' to the cnndtt/°yin as be/we the wok cammeneed. Y / INV. '•46 TMP. 14e. r 44.67 BC 39.40 7Z' 3 - 7BL'D_ 44.360 \ J4.J5 Q \ BC 39,25; / \ BROW SAND, MEDIUM N FINE, SA 1p,0' BC \ /O BRAWL (SW) B. Durk �y 1 FZ44 G A' �,� \ 0 ` 0 1 \// / �' _ J g e tehu at aro) and mate al SCONSDing 7cai be present too medic and r -8 TC 38.75 / The Lie ct walr a the and age as o m her the ted Into the pro bcf. 1 I e a O�Xr T } 6s,� 1 A TER \ BC 38.50 ;;;\ The ded AN shall pi the Ode Afrdge os, n Wfretha the ts. At my t 1' WRIER s0 N� a9.o '1` N0. B-2 � \ TC 37.94 1111, \ 67 v proNdsd /e h c»»rpl/once with DgDorfmental hsrrrenta At en t/me durhr SERNCE I pz r BC 3769 D-9 (� 52 LF ® 6.779 D' \ Rl the course of construct/en that Me wok /a wed unacanpfabl0. a stop w&* II Dl HOUSE CONN. (7)P.) \ -6 ,''' ,'+,,,. \ /N W.5,1 ( ) 1 + V r /NV. 4528 TIP. W TC 39.15 18" PVC order will be /awed end any wrap perfamad oNsr the /awanro of such an t� oder shall not be accepted a 45,1 t Q / BC 38.90 / •� / r trap approved by the SOH&: Unapproved wok and/a FOR BLDG D" SrrMMARY Lir cA,v TARY KWA OWS motMale shall be romowd and OOH / J I 2C 3 t 4876 �� ' / BOT. WATER J7.s1 7-- Tc 47.41 \ 1\1 �° / SARI ND Jo' 1 reank el b rhe sotlehcf/on of the SONS SMH 2B � SAN0. FINE IOx q7A kT, INET \ hyo \ dc 47.47 + before approve/ to rocanmenro wok veil/ be gronfed. STA 2+8B 72 N y � (' \ + ' 68 UNITS X 150 GPO - 10,20 GPo �• I RIM 4516 S A 2f62 r \ (/ �� "O SE(1 �/ Im's4 /AWA A FlNE T° �+" \ 4� / / ' BTC 40.93 NEOIUM, eat VA W4 MMST, (DW) zD' (f60 S); W/N/7YXVENETTEJ 9. The owner and his controcta(a) shop be rsaparrak/e 6x malnfoink the NIX SW J9,12 RIM M.�86 V \ N/ S ' / - / �o / I 1 MANAGERS APARTMENT(650 SFJ: 225 GPD eenafroc!lon alb h a safe, nm-haradaus c 1611en all h occard nce with TW 4540 /NV NE M95 INV SW' \ Sj tqo \ 7 \ Tc 4569 4529 i -_ \ eRoxN sANa RNE fox raTA IEC Jo• OFFICE:• 354 SF x 0.06 (POISE = 21 Goo the roqulrernents of the New Yak State Department of Labs, OSJNA and ar 45.50 41e BOT. SHIN. Jd BC 40.4 TC44595 '. �c=i cr so.3 44• a + .9\ +52 IY + \BC�735 a?A D, MRISE MI ser other agenaled hoNng,lrr/sdletlon. Unless tine ax veal @W 4540 45,75 /NVN 3fl r `r' % / I \ \ UM RNYL MEDIUM ID ST2)H$ the canrrocta anal/ arae! and mohtah adequate fencing sound al/ _ BU' POOL EIX//P. ROOM.- 20 SF x 0.04 Goo/SF = 8 (TpQ approved In writ/ng by .� O MEDIUM ID RNE ]Ser°RAW], NET (! 20' �T ec 4574 } � � � cwt TOTAL fLOlk 301454 GPD open mcnwtlona JD' 70. Anal w/ aha// not be ratted until d/ of Me fd/owh / A 70P WAAER J7.Jl \ + \ / / /67.6 I I �a9 r>wA wz rogulromente are hl8/lad to Me sat/ahotlon of Me SONS TC 44.30 /. \ .' .,', . / '.', I 2 t \ ^O& 6' Hou�ca✓N LDING " 49 a / 1 / / / \ eve +s,.6 NO RELI9KRV 20' E" l A. The s tam shall be sub ted to fesfh to establish the ad uoc of 18' PVC 18' PVC V N D.4 U �r FOR BLDG T•P. 12 > / - DOS' A Ac lndlWbual components and of the overall sIetemb Wfty fo meet he OC 4580 49 LF ® 1.479 2 LF ® 7.799. �1 • ITC 4770 S FOP BLOC C"\ UNITS �- �' / BROW SANA FlNE Ser GRA LEL J0' BUILDINGS AC (12 UNITS) 9,736 Sg•- + 2 BC 4720 y U " \ BUILDINGS AP (16 UNl75J 8,40 ScF shll�enla ofd t no vedcos contact dowCONS and All cesacceptance testing �� TC 44.75 BC 44.95 _. BC 46.8 A-2 U \ D-10 BROW sA W4 SANWr, RNE sOx MANAGERS APARTMENT 702 SY'- shatesil it a/we pe ;b no ear! b Me Seed and no toned f0 o TC 4520 TC 4 .15 TC 4708 " " .. , , OQ6. . �� r / TW +9.3 ORAL[, NET, (mJ 2.0' teeth appall be pthe S IP un/us, SCDHS Shall ll a duly adis ad BC 44.50 \o I BC 4 .90 TC 46,7B / U U 50 68+ 5O l" \ / to the adequacy of Me SONS The SONS chat/ be the Ode alga os No WATER ENCLT/NIFRm the MO adagLLNay of Me Rana tested end dslbele anal/ be corrected to T C 46,32 I C 4772 7 • Y the oro albis /an of Me SONS g �I '6 `A A 44 �� LEGEND oasnwo PWOP09FD B. ReprooZclb/e ba-buil!"record dmwhga of Me completed eewo4e / TC 45.25 TC 4527 I n /Y BC 46.53 O U U U 4 U A A A\ colleof/en to Stam shall be submltled to Me SONS As-bu9fa must be N a^ BC 45 00 PY� I TC 4297 .'� '. ' . �. K " " " U U • . �`A`A / CURB algned and sealed by a duly lkensed New Yak State Land %L yw and • / BC 44.96 D µI 0 + i A,�'t must supply o cu/!able Permanent record of the moot /oeatim and Q 3 I TC 50.33 .-116 LF O a6af C �G�G� 57,29 18 LF ® 8,099 623 \ elewf/en of sewer /tea almefure; stubs, house CenneaNena, wyea Q/ I BC 50.08 . , 64 PVC and TC 45.16 D 1B CF ®)2.789 s, \\ / ( SIDEWALK aim of away eg strufa'real/ to orad o nectlans. a with 0 BC 44.66 / I O A 3 18• PVC 1 (O SMH O SOHS Standards hr "as-bu f" drowhga�sewer const kilo And 0 � \ I _ J - 7 P 50.2 a equal ffhg media, mf=Rm and/a d/glia/, as Ink en m)fa a D / �- TC 46. 6 I +56.4 1 STA 1+72 -C > DRYWELL W INLET requ/rod by SONS BC 7 TC 47 48 RIM 50.30 \ ( \ \ / 0 �6 LF ® 3519 B 4727 INV SW 42.69 / TC 4755 46 G Suttable as-bupY record drowh7 er of the oven feted ere "0 _5 !8" PVC K) + 9 P wage wake and/ I I INV NW 42.52 �3 \ / Q BC 47.30 ( \ 46.3 be submitted to SOH3 As-buptr must /ncluda but not be /lmtted to K) INV HE 4,197 / site P/en, operation and malnimance, manuals, Schemafke and elementary 1 / To 49.63 ST 2+ BC 4734 ; / 9 Process systema. Drawings must SMH TC 4759 ( Y SEPARATE PLANS BY BC 50.42 BC 49.38 £nghee, end must be Ink on m)fa a equal drcNhg mad/o, Inkro6/m / � I C 50.67 DRYWELL W MANiOLE COVER drown a of electrical machen/rn/ and I `• . TC 47.Bs� � O be signed and sealed by a New York State Licensed Prohselmal i 48 \ Ki 50 NAIZOR ENGYNEERING P.C. I / s V 7 BC 47� \ and/a dlgtto% as raI by SONS / I / 1J. M/ motwid and methods of construct/on must comp/ W/M the Standards \ DRYWELL W CURB INLET \ 4 q 7 TC 50.80 and ^ss,3 +513 / O D-11 ,, \ •SpedBcotIms of the SUFFOLK DEPARTMENT OF H. AL 7H SERNCES 50.55 TW 49.3 TC 48C 49 6J .4 a \ BC 46,41 -9-�v�vAPPR. /RRIGARON NfZL LOCA;IOW r �y� T BC 48.42 � azl � MANHOLE • - , 45 + I 1 50'7 (70 BE INCLUDED IN IRRIGA77ON r r'� T C 4938 ,-v^v \ TAX MAP No. DISTRICT 1000, SECTION 46, BLOCK 01, LOT 2.1 - s^�^ CATCH BASIN / +' 45,0 SYSIEM DESYGY4) r '�y� 51.9 �r=r'-" Y�r"r r r r"r v T'� ` STORM DRAIN D- Barrett, Bonacci + +44.6 I Ile , l + / J TC 50.98 52 2 \ \ l REVISIONS TEST BORING r �y ( / BC 50.73 TC 50.98 5 / ROOF DRAIN RD- O & VanWeele, P.C. N0. B-1 BC 50.73 BC 5183 / SANITARY SEWER CR 48 CROSSING TO BE ACCOMPLISHED �1 (/ TC 57.75 5 -�- fi3 \ _A THROUGH ✓ACK/NG OR DIRECTIONAL + FORCE MAIN - FM - RIM A \ DRILLING AS AUFHOW2W BY SCOPW 1 /(; BC 51.25 sDs / 403 p R1DO RIM OH \ \ (SEE SEPARATE PUNS BY sz g 19'33 39 W 15812 �_a0.29 le y \ NAKO4 bNL,7NEERlNG P.CJ � ERMCE -w - 42 0 A A A A A A A A A A A A A A A A A A WATER MAIN S WS _ RIM �- ,. A A A A A r 1 1 , A A �T A Y F2 TC 52.3s, TC 5213 \ / / / RIM ` mr ,,,. 0x s off c V ` ' �C `- '� `" `- ` ` ` `- �A�.A` TC5 70 V v V TC 52 7 �✓ HC 52. / UTILITY POLE �' APP OVED B CIVIL ENGINEERS/SURVEYORS/PLANNERS J4�T �f A� Y A A A A BC 57.BB 40 67 43,16 -�-� • n- V G9/oA`�4 BC 51.85 .66 -A A A_A mak_A_.A-_A_A / / 51.7 STREET/TRAFFIC SIGN -o- -P- 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-1111 FAX 631/435-1022 / 43.13 �- ON 6HJ� 6 _ 0 TOi�N OF SOUTH LD TI, 465 _ DH hl. s e J. .,� P NNING BOAR 4,ar- 6n � /t L4.60 9.30 D.R. 51 5 52.42 52.34 J)N 6N 6H 6H~"` 0"- WATER VALVE r THRUST BLOCK Z �/ www.bbvpc,com / 6 43.SO -/� WW 46.96 / SOLID WHITE LINE + ---rte +50.94 w +51,95 w � W \ 51,fi1 50.46 X50. CLEANOUT e VN W W 52 M1, 5251 52,33 �� DATE Amended Site Plan for �t` p /y BC 52.00 HYDRANTZZ-2-/12 _ / 51.76 SOCIO WHITE IINE 50.9° - 4399/ / -F-43 91ROKEN WHITE LINE 494f (� 5071 (7 y 'yy 453 / \ DOUBLE YELLOW LINE 56 9fi Sz.De 6276 os OVERHEAD WIRES -OH ,yq / ,7,75 DOUBLE YELLOW LINE 49,52 5,,3 5 �/ �j �525�T / 5,.92 = FENCE X CLIFFSIDE RESORT } REFER 70 ROAD IMPROVEMENT PLAN I / tE OFy1, +44µ NOR ROAD /+ p AS PREPARED BY BARRETT, BONAOI CONTOUR 65 65- 4^ / - (V.R. �v� 44 d' VAN ftM& AC FOR WORK / � C L GREENPORT 45.d1 sz 6z ys2 s9 h17N/N SUFFtX.IC CO{/NIY R.a W. 52.41 sLe6 YOU WHITE LNE sD.79 } TOWN OF SOUTHOLD SUFFOLK COUNTY NY n_ SOLID WHITE LINE 49,55 (MIDDI F SRO � y X5205 � � / - SPOT GRADE 50.2 +6]DO � 9 Ory_ 4479 / / 56 V" O 0.408 8'SDR .x5 PVC 6s TOP/BOT CURB GRADE T TC 49.88 A SANITARY SEWER s6T _ PLAN - - °" f5 79 •� OH �� y6.9i-� yyp5� 9 38 5 51.63 5I is 5z.n 6 '23 6e 6n On aH FLOW ARROW '4r.` 2e6 0n 0" OH-.g On On aH OH 6H OH-=SDH 6H OH OH OH OH 11 °" 6H �8 AL 4749 AND OF + GRAPI- C SCALE 71MBER RETAINING WALL -�� +s,7 e3 ril SA/H 5 SMH 6 EMST. 62.66 + ®2,,N SITE LIGHTING „ MAIN 20 a 1s, 20 AO so STA 0+0 STA 0+56 52.70 AOERARONOFWEOOCUMENT, ENCEPiBY PLAN 7 RIM 52.25 RIM 52.35 A UMBER PRO•ESE MAL ENGw INEER INV 4595 INV E 4.5.56 (EMST.) UNIT NUMBER ,+;-ii?f. ACCORDANCE MM SECNRI 7209 OF NYE 110000001 INV W 4.673 (PROP.) EDUCARM LAW, IS ILLEGAL m coon I.r."11� IN ( FEEIT I ✓E/WMV ✓E/SS �EBr SCALE PRUCT NO. DAM 1 1nFEB. 26, 2007 AS SHOWN A000446 inch 20 20 ft LM: SAN DESIGN VIEW: yAo.we000nc,ewsuuoon.Icsn.aewo,nuzomszs,szua,ut6.InW,osu \ TECHNICAL SPECIFICATIONS - WATER MAINS AND APPURTENANCES 5025/NEXCESS FO BOXAASY0r-9TSUB- GRADE CL EXCESS TO OX PA Ll T-99 Y.O. GENERAL CONDITIONS SOLS/N EXCESS 0c 9'BELOW PAVEMENT SUB- SAWCUr EXISTING SOLS INTH/N 9' Qe PAIEMENT GRADE COMPACTED 70 9OS MSY70 T-99 PAVEMENT 2'BEYOND SUw W I CO9* OF ED 70 yr TRENCH HHERE REOYy 1.1 Al/ work Is to be pr/rmed 11 accordance W/th the Wuhsmants of all Fed&W,, SLata County and alt othr mun/c{aal agendas hang jiniad/ct/an owe the DIAMEIER D FOR PAVEMENT Oc MAMMUM DENSITY PER wank: fie Contractor shall obtain all permlta necesary tr the co np/ete perfrmonm of work BEND 6 1 B' !0' 12' SAHC/T EXISRNG MSY70 T-99 L2 The Corhoctr will gurantu al/ work' Ax o pMod of one year from the date of the Oona-'a And written o tante. Darling the ane PAVEMENT 2'BEKWD SOUS WININ 9. O''PAl'EMENT RESTORE RQV (TIP) Contractor Mall rgoah o nploca at his own cast and mu, all ll mi al Tao Paas Me A B 10' VIENCHNI/ERE RE00 OF AMMADE GLN/PACIED R 95X PAVEMENT S APPLICABLE)aro equinreni opo f the and al/ contract wok performed and hrafa/led anar the Cmfmct that BEND 1/32 B 8' 9' 10' AA MAXIMUM DENSITY PER CURB INLET, FRAME AND GPA L FOR PAVEMENT 0.0. + 2'MAX. (W/ERE APPLICABLE) /a found to be de/eef/w. Al/remedial wanly Mall be pr/ormed to the aot/aPoetlan of fire owns, and all ognclee AoHn9.frNsdktlan. 6' B' f0' 12' 76' C 8 RU�pA ROy (Typ) AASN717 T-99 CAMPBEZL NO 2541, 0p EQUAL (SEE NOTE BELOW) A 1-6 2-O -6 3-0 -6 A 1.3 Prkr to exmwNm, the Cantncfo Mal/ /nwat/gate to the anent necowasy Me pnsmce of any underground 011116. In the area of the propoed wart. 1/32 B ! -J 1=9' = 2-0' -O 1/l6 B 7- 8- 9' 10' PAVEMENT suRaRADE TO. ELEV Any 1%11119 ul11%h7 rrcountred Mal/ be protected with Meeting bracing o olbw approwd means Any utRRy relamt/ms required Mall be cowdhlatd by the C 2 -0 -6 - 3-0 -0 C 10 OD. + 2'MAX. (WHERE APPLICABLE) , Contra tor w/fh the ut6/fy ower. A 2-O 3-4 - ' 4-0 -4 A 1-3 - 2- 4 - = (SEF NOTE BELOW) I. The Enyythw and the Suffolk County Deportment of Health SrHcea Mall be not/fled at /east 24 hours 1n cdwnce of cemmanc/ng work admitting wats, to 1/16 B I-9 2=3'2�6'2'-6' -6 8 0 1/8 B B' 9' 1!' o new axtia& flushIng o blowing off ma11a, s, Mlorhot/m of newly kefdled mains C 2-6 2-8 - 4-0 -6 f'' B' 9- °' 12' C 8 w O 6 B 10 B' 3�=6' -18' Pl•L` PIPE 11 A 2-6 3-0 - ' 4-6 -2 / - A -° 2-6 3-O 3-6 E 0• 2 I- �I 45 Suitable bawl" and caution elgns Mal/ be aced and mahltahed around al/ sAmmi sr and parked u ent. PdufNm and oufomM//e fn c 1 B 2-6 2-9 3= '3-6 -0 J 7' 9' 12 - akito M P aq fA Mall be /B 0 f/4 B 7' 9' 12' 1=3 F !z' =4' /=B' 2'-JO' i BACII ABOVE m Ind and protected l n accordance with the /table Helana of the £ 8 N Y. Manual of UnKam �m pro app 7YaAVc Control DMwx C 3-0 a PrP 4-0 -6 4-9 6-6 C - -9 7-8 - -5' - - ' 2=10' CEMENT LINED DUCTILE b : SPRlNIX1NE 70 1.6 An dam b the Contractor o /RCM/ WATER MALH ,I . J=6' m PIPE ZONE '•':.O.D BE PLALED /N Y damage Y t od)atmt ourbe a/dewo/k& /own area, Mmb& etc, most be repaired r replaced by the CanWcts, at his own """"""""'...... myenm to ~, ...............'.,.......v...,.;,.,,; BAMM AOL£ N .7.':. . ....... ,. .. ....... .. the gopl/mb/e Toon, County and/r State epee/Acot/ana, as saNy as pact/cal, to the sat/eMc!/m of the Owner. 2:W 5'PR/NpJNE 70 I,.y BONN. HPE ZONE ....OD...,..(.....:....:.:�,.,,,. BE PLACID IN A 2 O w A ........... .... ....... 2.0 SPECIAL CASTINGS 12'UFTS .5 .... ......... � 0 ^I •I SPR/NGUNE MA7ERALS 5' .,: SRN✓E _ __ B401M HALED A MWAZEZYN .��' SpR/NGIJNE ___ _ 6'LETS OY BOw sou wARr Cp 21 boy parr o Duceft hen mechm/mI joint Attkogs WAR be ufNhed unless otba wAm Indkated an the drawing& DucfNakah finings Mal/ how the letters 'B/'o ELAN � ° ___ D _ � 70 SPR/NGL/NE ELEVA DON DDOT¢E m:f m them. a L ____ BADOiL RACED AL7Eh1 TRY hV 6 L47S LW 60N S06'GI'flW'qe T ii?:; a BEGO'NG((PASS ill OR lN) mm 22 RH11gs with mechanical,,bhrf Amg6, Mal/ conform to the dhnenalme, weights tdsrmcm eta, for gmLfrm and/o duetNehen In A.N.£/./A.W.W.A. e• A[' a > irx xr a ., ____ ___ __ TO SpR/NCUNE EGEVAD°N J w 30. .!y b TABE.YA7fPolC EBWA'D1110 D ...::�:.tr; a ' , ' ,. .... 'rsysrro rats +ter 6' 25' I8' 25' SpxMcat/ans CI110-77 0 latest roHelm. � BEL�Yg(f[ASS dg Oq M) WIEAE LY.WYG ENCAYAIKW OrAiF APEJVYJIIS aalelE ANT1e ?:;'io GV9'/rA9E9A/WW GRE1hZLNTO@D 2.3 GYoyfran RlOrga Md/ how o protwro mt11p of 250 Pal %p to and kdud/ng 12 1111 d/ametr and 150 pal fo greats, than J2 kdr diameter. DuoOdArcn s/m wmecs �_J GCIVIWEII'AyAADy 0s,HE 79'kYJ'ES PRE-SHAPED FOUNDA DOY 04 flfi11gs Mal/ haw a pressure rating of 350 pal. up to and indud11g 2f Inch dkmetr. 1�'J.SN SECTION A-A .Quad FLAT FWNDADON WR/ Edd �d PRE-SHARED FOUNDARCN OR BACKFILL TAMPED MUO PIPE 2.} H!t/nga Mall haw d/reeNy cast upon them the manufoeture-', /dent/fleet/m, proswro rating, norn11al dtrnefr of epnkgx and the number ofd e r a�'u''o f voelon of the circle and/band& c al I`dP i�'e'' '� +5 FLAT FOV/NDA7ROV W7H HAUNCHES AT L1OV1RAC7OPS 2.5 Machankal g puM-m' f e with the m aA� •: " R P Awk E BACKFILL TAMPED vIRANIO HPE �� CSOPEDOY. HAINLHE'S: ATCOYTRAC70R5 CATCH BASIN TYPE 'I edAaahm C71�79 tr latest mb with pin Pip ,,6111 conhxmIn9 to A.N.£/. SpxMcatkn ALL!/-7979 0/stoat ro%a/arr o A.W.W.A ole ° O/SCRERON. '$ N.T.S. N07E5 2.6 Al/ /ltt11ga Mall b6 eemmt-lined/n oawrordvnce with A.W W.A. 4,oclA at/m C104-74 w latest roWslm, or AAS/. Seac/Aaat/m A21.4-1974 w latest mHNox ,•m; I m o a 4 N07ES L CLASS 1, A Ill O4 /V COMPACTED BACYIF/LL MATERIAL REQUIRED IN ALL PIPE ,'+.'•.• w:"r.: y: J_ ZOVES, PER US'L'S (UNIFIED SOL CLASNRCA DCN SYSTEM). /NSTALLARCW 2. .•..: •:^' •'I. 1. GLASS/, A N a?IV COMPACAED BACYF2L MAIETNAL REQUIRED N ALL PIPE ZGWE.T PER USCS UNIFIED SOL. CLASS7FICA ROY SY57EM 27 Rhe ebkf deflocUsn for mechanical jbh7te Mal/ not exceed 5 degrees (Mhr 19 Inch offael far an /8 foot length of plat s, 21 Inch offset far a 20 foot , ' • n/i D/� m ( ) 2. IF DEPTH IN 1OR A EXCEEDS 5' INE CCOR ANCEcn;R MUST SYA RE LA77ONG length of pFe) for elzes 6 Inch through 12 Inch dlameten Assemb/d fs Mould not be deffmtd 2 /F DEPTH Or 7RENCH EXCEEDS 5' 7HE caffmACROP MUST PRowar SHEERwo AND N BRACING A7 A SHEEDN BOX/N 7HE E0ANCE' WIN 094E GA, WALLS M ' AND SAMONG OR A SHEFING BOX IN ACCORDANCE WIN OSTIA REGULARONS AS AN B CK TO A lF PERPE a?IED BY 7HE URA4 AN THE 7REPOS WALLS MAY 2.B Cancnte bloating Mall be oopl/d m d/pipe lines } /nM 11 d/ametr o/cgs, at al// fees ptuga rope and of bends h6eefkg 22 //2 degrxa o moa .r1�1 AS AN ALMRNA77M IF PERMIrRED BY THE ENGINEER, 7HE IREN04 WALLS MAY Bf CUT BACK 70 A l:f SLOvE' 04 AEE NARIRAL ANf.YE OF REPOSE F04 THE &acting Ma// be of emaete of o mix hong o eamproaaM etrongth of not less than 200°p,x/. B/odr11g Mall be placed bdwaan ad/d ground and BE CUT BACK 7D A J:/ SLLWE O4 7HE NAMRAL ANGLE O'•REPOSE FOR 7HE 50.4 NNICHEVER /S GREE TER S WERE PIPE IS INSTALLED WIN LESS MAN 3' Or COMR, ALL BACIKRLL the Elting to be mchared, es Mown m the plena TEE HOR¢ONTAL BEPD E3•D CAP SOL, NN/LWEVE74 /S GREATER. MA7EFGL INRIX/GW°UT 7H£PIPE ZC4VE/S 10 BE GLASS/ MATER/AL. 3 WATER MAIN 70 BE INSTALLED NTH 4=6'AIIN COVER, 3.0 GATE VALVES THRUST BLOCK DETAILS PIPE TRENCH DETAIL - WATER MAIN PIPE TRENCH DETAIL - PVC WJJ A// ouch/cal gate w11/wa up to and 12 /nd/ometer Md/ emkvm to A.W.W.A. Spedflm!/ms 0509 0 latest nNslm. Gate wlws she//be Iron bed}; N.T.£ N.r.& N.T5. usx-mounftd 200 pa/. minimum waking*h?g proswr% nm-%sing stem. 32 Gate wlme Mall Include mw hwlcol Jdnt mac conplate with al/jb/nt accessories IndudIng gvaketx 33 MarkIngs Mall be cast an the bamet w body of each wire and Mal/ Mow the manuftlawr's name o mark the year the valve casting eau made the 2'-6'MAX. GA 7F VALVE 70 BE size of the wire and the doWlinat/m of wcvk/ng wets,pressure, l'-6'MIN. EQUAL 70 AWWA CGWptE7E FILL 34 Valw boxes Mall be throe phos chat hen, 5-1/4'Mof4 s'/ding typo with Coat Aran row•, w/M 'WA 7ER' root an the comm SPEO'FICA DQN AN/SNED GRADE ALL HYDRANTS 70 BE C-50a CLOW, EDDY-IOWA DYWSM Na F-2640 OR A �' A 4.0 HYDRANTS SPECIFICALLY APFROWV AL _ R - \ �� OF 4.1 Al/ hy*wfs Moll cmfrm to A.W.W.A. SpecAlbahm C502-73 w faint reHdon for Dry Brre/Fire Hydmmnfa O . PAVEMENT(RYA) 5' r)HCAL FROW BLDG UNLESS 7 SAFETY FLANGE I 07HERWM DIRECTED. A2 Al/ hydrants Mall haw Permanent mrkhgo hfanthly1bg the mmakctaw,, and deslgnet11g the .Mr, of the main m/w coming and the yer of manufacture FINAL GRADE MokIngs Mob be placed so as to be readgy dlscam1ble and iegkle after III how been Installed. a 43 A poaUtw epawNng dmh7 mire Mall be Included to drain the hydrant propdy by openIng as scan can the mach m/w Is dosed, fie drain wlw Mal/ dose **an the ma/n w/w to open. h VAL W AND VAL WE OXVAL W BOX COWER70 BE LOCATED AS . .. •,. 4.4 Hydrants she//be pm~ with o 6'Inlet with mechanical Ab/nt and complete with o9 AMnt accessories Indud11g gastota and two 2 1/2' outlets with N.Y. 3 DIRECTED. threads Y 1-1/4'X 1/4'SIEEL 57RAP 4.5 A pnmr and second coat of paint Mall be sapped to each hydrant top sxtkn. The barmi Mal/be yd/ow with dumhum t 2 LA)E14S Or TARPAPER io AND BEINEEN )EE PL/1% 57/APED TO VAC WE op: and cepa OVER IRS a' 7SIONEARFA I ANO YAG VE'AND BE- AO,T/STA@LE LY/RB BOX TYPE x"ADJUSTABLE MANHO•E THEEN VALVE AND '? BINGHAM h TA MOR FTG Na 4901 FRAME d' LOCKING OVER HYDRANT-SEE NOTE .1 :! BUFFALO TYPE; CCUREN OR PIX WAMU NE YN" HA 7ER SER NCE APPROVED EQUAL FILM 2000 PS CLWCREIE w 6'LATERAL (COPPER HPE). 4 4 OR 57DNE ANCHORAGE `;'}1'., y SH THRUST BLOCK FTN/SHED GRADE, :° e 5.0 WATER MAIN AGAINST UNDlS7URBED ° , U ; C W SWP MUELLER H-15204 O'' ° MATERIALS EAR7N. APPOYED EQUAL .. J/4'DU. BAR TOP •..::� : a J' THREADED o a 5J Hbts, Main poing Mallbe 8 Inch oment i11ed ductge !roar '`Ij"a• mss- 11, e 'a 4 pie, thickness Class 52 meeting the roquhrnents of aCamwt /m A.W.W.A. NEIL-GRAD£° WASHED GRA 112 -nfl C-/0/A2L5°-96 :I NSI Standard at r"aknes, Design m Du Me Phi and C-!lAed In accordance race Standard A.W. for ow-9 Moir Lining IG^ (APPR. 1/3 CY) " A0A1ST 717 GRADE WIN DucMe-/ran Pte and ns and he Nbtau an latest ro Tates fie pPhfg shall be Installed /n vicewdanee with A.W.W.A. CBOO-99 7natal/of/m of LONG BR/LWS W7H _ Duet6e-/ren Wats,Ma/ns anal their Appurtmancea'o latest roHelm' S7W& CONCRETE OR COMWEIF BLOCK CORPORA R49N STOP MUELLER H-J500 (rm 'e' 24' MORTAR (4'11/N.-/2.MAX.) t-0 A� IXOCK MINIMUM 6' 7N/Ll'f AND 12'SQUARE 04 APPROVED EQUAL WIN APAC FULL 52 P/ae and couplings Mall baa Id"Wout/an markings that wNl remain /agbAr durIng normal handing storage and Instdlot/m, mich how been rPp//ed BODY SUPPORT INSERT smwe • NOTE: MANUF. IDDV77RCA NOW 2' 0C °A7 SID. M.H. S7EAS 11 a manor Matt d/ not reduce the strength of the pipe rcoupling or ofharw/x damage than. L) PUMPER oumrr SHALL FACE S7REEr, HOSE ouREm SHALL BE SAOOLE/ 1O7 }�8't ELOW OWADE.AU O CAST IN WALL (�) (SEE DETAIL) VALVE ANCHORAGE DETAIL PARALLEL 70 STREET. 53 7uM-an'/drat Mall be used unless Pthenlm Ind/rntd In these apx/flrot/ona ,k/nta Md/ conkvm to A.W.W.A. SpxlArnt/m 01/J/A11.11-00 0 2.) FKUMBNEW Or HYDRANT TO BE CHEOICED 1N 7*0 O'RECRLWS 90 latest roHelan. DEGREES APART. AU 0•BUTK RUBBER 144SINST.ILLA 770V 3) RO'AWNG SHALL CONSIST OF rx0 3/4' THREADED RODS CAREFULLY COATED WN 9711MAS77C PANT. RODING MAY ErF OU/77ED BETKIW 54 I frtr maks Mall be laid to the linea and groin establ/Med b the tans and edflooNans unless dhxted otherwfae b the Owns, r his 7HE MAN AND LA 7ERAL VALVE ONLY WERE A rAPHNG VAL V£OR rosentailw. fimchas she// be exmwted to the y P aP Y 3=3'MAX. 4'-0' rap required d/gnmmt depth and width and M cronfamance with al/ Fedral, State and local rogulot/me. HYDRANT VAL IE ANCIORING TEE/S USED ,) 1-J/2'STONE SHALL BE PLACED AROUND INE HYDRANT FROM THE W"' MA (71W)WATER SERVICE DETAIL "P SS %hen the wbgroda H found to be anefab/e r to Include 6Mea, ckdra rofusa agent mvtMo/, or oMr uneu/!able mafMa/, such mvtMP/ Md/ BOrrom or 7NE mlwa,, BUT AT LEAST 6'BELOW LHE&ASLr or be removed to a mhdmum of(6) Inches, a to the depth ordered by the mg11w, and replaced rods, the d)nct/m of the wgha with dean, stable THE HYDRANT 70 6'ABOVE 7NE WAS7E CREN/NG AND 77 A DISTANCE N.T.S grams/o backfiV material rmah bedding Mall conform to the Unt-Ball standards Or 12'AROUND THE ELBOW. K°4R-N-.SEAL FLEXIBLE SLEEVE 5) HYDRANTS WIN PLUGGED GRANS SHALL HAVE A J'BLAOK 'o OR APPROVED EQUAL (T)P) 56 fie Contractor Ma// be required to use goprowd means to heap watr out of the trenches m//, plea /s being laid and away From the JoInts unite CIRCUSHWRA PS W I ORECIL PLUGGED UNDER THE PUMPER OUTLET. I F FOR ENSRNG SION-192 °NL Y. they haw set. t�m V ALL DPEH/NCS 07HERWSE 6.) lF GRQUNOWA7ER /S ENC1N/N7ERED WMAIN 7 FEET Or suArAc& NEEP �aal 'a 314-0 MUST BE PRECAST. 57 Sackly/Ing Mal/ be ac'rompl/Md with materials approved by the wglnw 1n accordance w@h the plans A6 backfill material Mall be five tram HOLES SHALL BE PLUGGED AND HYDRANT PUMPED AFTER USE. 2 ( ) clndrs, OM, refuse vegetable o 4TWA: matMal, boulders racks w stones J-1/2 Inches w larger In size III sog o ofhr motwlal that, to the FTR 8X6' 'Y TYPICAL SYZE op11lm of the urginea; Is unsuitable. BodrM/ and mmpact/m of pipe tronchas she//be In accordance with the aetahs an the plans HYDRANT DETAIL CAMPBELL FRAME A' COWER MODEL Na 1735 CWLORYNA DON, FLUSHING AND BACTFRXILOGICAL 7ESDNG N.TS OR APPROVED EQUAL FLEXIBLE JCNT STOPPER OR ENO PLUG (T1p) FOUNDA RAY WALL 58 Lril ft with Mol/be In accordance of with l A.W. an S0 mg1? at all hmem9 r latest roWa7m. The roqu/rod M/alma dowge 1, 100 mg/7 of ch/wine /n SECTION A-A MDNLVJIH/C BASE d' F00RNO the mains with o chlaNnt residual of not leas than 50 mg/1 at al/ tNnex 3:Y3:Y8' CONCRETE PAD an Hots,moble Mals be blown PN at P fluting w1wityno of not /tha than 2.5 feet as, second unfN al/mud and thetone, aro removed from the mo/n Jr, and the chloNne roalaval Is e@hs, reduced to zero r not h/qhs, then the M/Wne ra+ldual ganra/ly prew6kg k the ayetem. 510 One bactr/dog/cal sample Will be required for each 1,000 Aha kat of water main and for each dead and ff paslt/w sump/as aro abta#W in my N07ES' MIN. 7O I 70 am,, more datal/ed samplIng we/ be required. After each secNm of main an hos beblown off, riles of wets, Mal/be lakan ham the approved - 1 ALL MANHOLE SECROVS SHALL CONFORM WIN A.£T.M. C-478-70 STANDARD samp/Ing prints by the lab personnel from a New Yak State Approved Laboratory Are costs for the bac ridogleal testa Mali be paid for by the SP£O7RCAR0VS FOR PRECAST RamF0RCED CONCRETE ii H. SECRCN£ Contractor. 51! No ssct/ons of new Inch Mall be cpmed to the dlsMbutlan s tem undl negotlw badMd ten/ testa aro obtained b o New Yak State 2 MANHOLE RISER SECRCV 70 BE FURNISHED RE ME OR 4'REQUIRE AS REQUIRED ya ag y Appeared SEVER MAIN OR 04 WATER MAIN OR ��" PVC PIPE 3 MANUF. 70 LERRFY THAT MANHOLES DEZ/VETTED MEET ALL REQUIREMENTS OF, Labaatoy (with a cant/flcote that the sanp/es owe token by lobovtay parsrrnal) and oppmvd /s gmnted by the m9kw and the Suffolk County SIRNCE'LA 7ERAL - GSD SPECS Department of Health SerHcaa. WATER SIR WCE ANGLE VARIABLE _i- ASEMENT SLAB v _ _ (WfERE APPLICABLE) F'RES6l/RE AND LEAKAGE 7E575 m2 30'ELBOW- - 512 A ro tent Md/ be conducted m al/ mocha 11 accordance with A.W.W.A. Sax/ACoNma 0600-99, a /.feat nWi/m. Under the Pressure test 45'ELBOWS P III BEYOND the h rostatk Asum Mall be set of least 50 ps-cent Mew the normal cp"llng pressure but In no can ieaa than 100 pal, based an the YP BRANCH GRADE New ran of the iowsst point an the i11e w sed/m under tut and casvcted to the elewt/m of the fes! gauga Proawro Mal/ be app/kd b mems SANITARY SEWER MANHOLE of o pump connected to the pipe In o manner satisfactory to the 01 y 1O, 70, N.T.S. ASSEMBLY MIN. S/3 A leakage tut Mall be conducted an alt ma11e In wlwd asd/ens In aeeodmee with A.W.W.A. SpxiAmilm 0-600-99 or latest roMMm, elthr NOTE- 1Yp IZ M 70 A F0077NCCONOD SEVER conournrHly Is, hnmedkhly ahs, the pressure teat has been wilefocialiy cannpiafed. Under thecen /lakaggaa fest the hydrostatic prePressureMaY be set of WIEN SEWER LINES CROSS ABOVE WATER LINES, 7HE SEWER LINES SHALL �� �r 2,00 L/NE AS REL//RED leas! 50 pert show normal oos,atIng proawre but 11 no mu leu than 1010 p.&/. Ibr the parrtkulo/acaNa4 and the duration of the test Mal/ be BE CONSTRUCTED O''MA7ERIALS AND JCN75 7HAT ARE EQUIVALENT 70 - ' EIA. at /east two hours No pipe Insiallnllm wM be accepted unill leakage is /we than the number of gd/ms pr hen, as detsrmhed by the fomu/v: WATER MAIN STANDARDS OF CLWSTYUGRON FOR 7HE EN77RE LENGTH, AND SHALL BE PRESSURE 7ES7ED 70 ASSURE HA7ER77GH77VESS PRICE TO L - (SND> P BACKFILLING /N ADO1770% WAIER UNE JCN75 SHALL BE AT LEAST 7EN 13.7200 FEET FROM 7HE PCNT OF 570SS7NG, 60' HIE' C: allowable /fid/ma pr hour, Sr length of pp$rdhro In feet,' D.• nominal d1mrstw of the Poe h Inches' and CAST IRON% BLDG SEWER LINE P.- average test prvssrm dur/rrg the leakage twt 11 pounds per square Inch gouge. WATER/SEWER CROSSING DETAIL CLEANOUT DETAIL 7HRWGH FOUNDA ROW N.T.S (ADAPTER AS REQU/RED). B'/ RPZ DENLE FEWO MOM 860 SEF 'Y BRANCH ASSEMBLY OR EQUAL SFW£R 717UNK UNE NOW A: ry CURB INLET- PROPOSED NOT BOX%NYDROCOIK Nh^ RICHARLL FOUNDRY TYPE 2500' B' g• ENLYOSU7l MODEL 6 (IND (p1 EQUAL) SEWER SERVICE CONNECTION CAMPBELL FOLANDY TYPES 25°1 O7 2511 ,,9916 105'L x 7/'W x 64N (INSIDE OIMENSIQNS) 0o I tl FLOLWHART FOUNDRY RVEF 624-61455 Al sx anCRWLAR INLET WERE /NDICA7FD LW PLAN SCCS IN EXCESS or 9'BELOW PAVEMENT ST/B- I GRADE LYM/PAC7ED 70 90[AASR70 T-99 b EXT RNG GRACE - - CYLRS GINE PAVEMENT 7EST COOK T 7EST cow SA*vE r 2'BC SOILS WINN 9' OF PA VE71/ENT UNDERNEA7H UNDERNEATH PAVEMENT 2'BEYOND AIR AP 1172 x 83'W x 4' CONCRETE SLAB PRECAST CONCifE STRLM+T CC unrre T.C. ELEK &G ELEV OF MAM E DENSITY R 95,5 SCREENED 50 50 7RENLH WIERE REOTy OF MAXIMUM OEN571Y PER GRAIN PORT B' 30' MIN. F.XISRNC ALLOW 4'FCR FINAL FOR PAVEMENT AASH70 T-99 WA 7ER MA SEENOW ii" ADJUS7MENT Cls' CASRNG RE57CMARCJ (TVA) 8__/ 1. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, TRANSPORT, AND TO ALLOW THE STRUCTURE TO �-PAVEMENT APPLICABLE) ° ' WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS REQNFORCfO m EEDD. + z'MAX. (WHERE APPLICrIBCE) 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST CONCRETE STRUCTURES SHALL / CONCRETE SLAB (SEE N07F BELOW) INCLUDE MANUFACTURER'S CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO / �� •• `,. . I ' s,.`.•.., . PROPOSED B' WITHSTAND THE LOADS NOTED ABOVE. 8' WATER MAIN SECTION A-A SLE 3. ALL PRECAST STUCTURES SHALL BE MANUFACTURED WITH 4000 PSI / 28 DAY / e aASS IV- PGRRA %/ e e e - e e e RLP PIPE RPZ ELEVATION [TVP. FOR S' a 4' DEVICd NOTES STRENGTH CONCRETE. PR)POSED F CE MAIN _ - - _ _ _ MODEL 880yOR WCAOL N.7.S / _ _ yl BACKHLL ABOVE J. RPZ ,L/ BE MINIMUM 8'FROM BALK WALL WIN NOTE: .','.':.'.'.'.'.'.':.'�'.'.'. SPRINGUNE 70 mYrcOGWS ON EXTERIOR 570E rel BE PLACED /N (ROTATE TEST COCKS 32' x56' ACCESS PANELS PROPOSED j/ F gj CLASS /,/,m OP /V '('��AO:r.1'.'.'.'.":.'.'.'.'.':. AS NECESSARY 70 PRECAST S70R,M DRAIN RINGS- Jz LIFI5 2. A-W054 MUST BE PROTECTED AGAINST FREEZING WATER MAIN / ? FILL A TERI BACK- FACE•EXTERIOR) TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 40 40 m® ® ® ® ® ® ®m � FILL MAIFR/AL IN 4 INSTA(LADCW REQUIRES (2f 1500W HEATERS THE ALL HPE ZONES HEAL S ARE 70 No LOCA Exp 30'ABOVE INE Barrett Bonacci J'M/N. CM[M ® ® C� ® EM ®fes a 30'MIN. CLEARANCE 717 COLLAR 2 PER UOS JAL If AND SHALL NOT BE EXPOSED TO RELIEF REVISIONS SPRINCJNE NEAREST OBS7RUCROV \\ // m® ® ® ® ® EM ®MCKASYLINIRF SCG _ D _ _ 01IFILL ALA CEO AL 4' OS TI Y WEN OPEN YALi£DISC/ARGE. & VanWeele P.C. Ca CM ® ® CEM am SYS7ElfS)"RQU _ � FTS OV BO7H5 SYDESA YIN 4 VAL VE (IYP.J 4. 3 ADEWA IF ETEC7R/C POWER SHALL BE PRONDED. / P/PE T° SPRINIXINE EZEVA7gV \\ / GRWNOWA BEDDING(CLASS 1.1 f OR 111) NNERf L lE3T COWS MUST HA VE 30'MINIMUM • 7 m I/NSUITA&E MATERNAL /S IPE IRNTERED p llv oRT 8• REDUCER 5. DMIN POR75 CANNOEIVED CLEARANCE ;WEN T BE B.ECr TO FLOODING 1 WRING x is OPEN. EXCAYADOV CM'HPE 7RB✓ClE5 _ MIN. AND MUST BE SCREENED. MA BCLEAN SAND ANOACRALL. LCRAVEL� FLAT 70 FRE-SHAPED ROVNW7N°N QU `/�/�\�/�\\/n\./\\j�� HA7E7PROP�MAN Y R7 SNE 6, PROPER MAINTENANCE' MUST BE PERFORMED eF 4 IQLQ REMOVE ALL CLAY ALONG BUILDING DATE CIVIL ENGINEERS/SURVEYORS/PLANNERS BACKHLL TAMPED INTD HPE AS REWIRED. NAUNCfEs AT CONIRAC7(MS Z LIEINCES MUST BE FROM NEW YORK STATE 175E Commerce Drive, Hauppauge, NY 11788 it DISCREROV. APPROVED LAST. TEL 631/435-1111 FAX 631/435-1022 DATUM ELEV B OS k Y N07F•WELL AS 14 A7 RED AS NS) HILL A 'WCC B. DEIMLES MUST BE SUPPOPTED rD THE FLOOR www.bbvpc.com 50.00 (AS HELL AS SYLTAROW BASINS) HILL BE EXCAVATED A B-1/2' VALVE (TVA) A W,1H PIPf STANO4IONS -- ---- .� 70 A OEPIH TO BE DETERMINE° IN THE FIELD NOTE B' RPZ DEWS FEDCO CLEAR I /F DEPTH 0 IRENLH EQUALS 0P EXCEEDS 5'-0' _I m p F V•O a m m N ^ h m m BY THE ENCNEZF AND BACKHLLED WIN S70NE. THE COV7RAC7DR MUST PROWDE SHEERNG AND MODEL 860 0R EQUAL MIN. 9 INSTALLARQV TO CONFORM INRf SNFFCJ( CC/lNry UNDERLWNG SAND AND GRAVEL STRATA BRACNG AS AN AL7ERNARW_ RHE 7RENCf WATER AUTHOR/TY STANDARDS Amended Site Plan for WALLS MUST BE WT BACK TO 1:1 SLOPE; OR 10. RE:5YU£NT HEDGE OR BALL VAL VES TO BE USED. 105' CLIFFSIDE RESORT �• NOTES' I HECHE£RAS AGNEA TER REPOSE FOR THE SLV4 7L ENCXOSUR£ 70 @E NOT BOX 0+0 1+0 1+72 2+0 3+0 3+JO L MINIMUM OF l2'BETWEEN POOL£ 77EQUAL ^roROCOW, OR '(E OF 2 RECTANWLAR OPENING 70 MATCH SIZE OF CASING. 32" x 56'ACCESS PANELS 30"MIN CLEARANCE 70 NEAREST 04STRUCROW y� VIN L / GREENPORT ELAN WHEN OPEN 12. ENCLOSURE TO BE NEW YORK DES/GNA ROH, FORCE MAIN FROM PUMP STATION TO SMH-5 LEACHING BASIN PIPE TRENCH DETAIL - RCP N. TOWN OF SOUTHOLD SUFFOLK COUNTY NY B SHEET N.7.S. NT.S NOTE.• PRIOR W IF ORDERING HOE OX ENCLOSURE; ECT To Rr7 �qy NECESSARY �PLLETF7H INSTAL WIHONAS�SHHOW. CeBpNµ WATER MAIN, DRAINAGE 7 AND SANITARY DETAILS OF RPZ IN INSULATED ENCLO RE RAIIGND( NI Sa MLNr,ONESIN 7 A LIRDANCI WM SECR�MLO ENtlNEER IN N.T.£ ACCORDANCE no AW, is I L7109 Whys EOUCA IIDr!LAW, IS¢LEGAL o vaso eo,v.,r.c DESMED BY DRAWN BY CHECKED BY BALE SCALE PROJECT N0. LM: DET JE/OJ ✓E �hQ FEB. 26, 2°07 AS SHOWN A000446 VIEW: DETAIL 7 of 7 L�e/u yAvavvuvvW ns\ewpNvvvUF5P9 tlwgpryQw>s,]a¢f IM1V.uhIIQW VSv �o of y �o PPSITE �G 0 V I CLIFFSIDE RESORT M1D°tE R° � ke) (°OUNti R°J OLD MAIN ROAD SITUATEAM R°pD 25 z (Ri m M GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY , NEW YORK y 000 v OWNER / APPLICANT BREEZY SOUND CORP. LOCAT00 ' MAP Jessup Avenue Quogue, NY 11959 \ LONG ISLAND SOUND 11031 LIST OF DRAWINGS �7 / I ` 7 \ 1 DIMENSIONAL PLAN 2 CONSTRUCTION PLAN 3 ROAD PROFILES & SITE DETAILS I / 4 LANDSCAPE PLAN SUBJECT PROPERTY\ I / 5 EROSION CONTROL PLAN 6 SANITARY SEWER ' & WATER MAIN PLAN >-- 000 040-1-6 I I / 7 WATER MAIN, DRAINAGE AND SANITARY DETAILS 31EE. DATA AREA 310,647 SF OR 7.13 ACRES TAX LOT No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 (COUNTY ROUTE 48)�.. -- ROAD ZONING RR-RESORT/RESIDENTIAL( -U __ USE CONDOMINIUMS !'1AGE 0f- LCGREENPT �Q► �' I I � \ REQUIRED PROPOSED FRONT YARD 35' MIN. 50' SIDE YARD 15' MIN. 30' i �(j� 1Do0-o4s-2-10.4 I I ORS/ REAR YARD 35' i i�Q / I 1000-o}5-z-2 1yP MIN. 185'1 OF c���D��o� PLOT COVERAGE 25% MAX 8.14% tofu. t AMMUMensnuTr 'c0o ano'nsur" srxe rnr'�ew�s° ZONE HD I JI�� LANDSCAPE COVERAGE 25.9% ,IrtworALsareutmtma�tusamtoMOFAPrAOYAI.DArm HAMLET DENSITY I t 10 PAVED AREAS (INCL. SIDEWALKS & PARKING ) 16.08% RESIDENTIAL I I 1000-045-2-1 I I I rzsastruAmaa — TRcs o�i0 PARKING CALCULATIONS PARKING REQUIRED ttzwNOFsovotar gavNsucuoARD i CONDOMINIUMS 1 SPACE PER UNIT A - DI� DscnArvae 69 UNITS-TOTAL REQUIRED 69 SPACES ME -� a'16rs1 r / MOTE:Theappmved site development planshdl bevdWhe i POR period ofthree(3)years from die dew afappro w I OF SOU HOL�LLpOE OF GR PARKING PROVIDED 80 SPACES (INCL. 5 HANDICAP SPACES) codesecDon160255. Pal pF � � sca7c-,� `. ADJACENT OWNERS AND ADDRESS ( � Suffolk County Department of Health Services lf' WFF01- LINE 5 MUST BE INSPECTED BY THE Approval for Construction-Other Than Single Family SJY/ �Q 1JERAD000-0}0-01-001 JOHN G45-02-001 SUFFOL COUNTY DEPT. OF HEALTH SERVICES. —,SE e2 — 21695 MOTEL CORP JOHN 0 VE TSOLAS & C�/0 -02-c c/j / 21695 LD NY 119 AVENUE CATHERINE L DUN/5 CALL 852-2097, 48 HOURS IN ADVANCE, 12eference No. Desi Flout SOUTHOLO NY 1197/ MA CENTRAL DRIVE TO SCHEDULE INSPECTION 5 . Wnrea sr2 i/ie�0N syrrefa s,efts weeeer vu sya 2r Q / MA7ATUCK NY 11952 ( ) iJselsl P✓Mr ..r -r K _ . �!_�fQieLghP/ k, 7000-OI5-01-005 7000-Of5-02-002, 070.0} "!'c.':'Dlaes have hecn reviewed for g';:ral cantbrmance with:in!re!k , 4l ROSE M N fANN SAN MMEON BY THE SOUND Ueleau"mcnt of Hcalth 3mim, standards, relating c 76 n1L50N STREET P D Box 2122 CARBON MONOXIDE ALARMS) 4 4 HAR750ACE NY 70530 NORTH ROAD 'v and sewage disposal Eegardiea: of any omissions, 6 6 GREENPORT NY 11944 aaxtencks or lack c1 detail, eonstwcion is required to be in ? 4, 1000-045-01-003 CERTIFICATION REQUIRED ardance with the attached permit conditions and applicable 1 C3 E E BANG h ORS 1001-001-07-001.01 . .:.ndards,unless specifically waived b the Department.This a Y P pP�oval 0 P 0 BOX 445 OLLAGE OF 6REENPORT expires 3 ems from the approval date, anle extended or mewed. I S GREENPORT NY 11944 236 3RD STREET Y PP GREENPORT NY 11944 NO FINAL APPROVAL WITHOUT AUG 1 S 2005 �" ,e APPROVAL BY HAZARDOUS MATERIA!$ �Q Approval Date et raa rro 5 G /MM//vC /770L . 9 s =r Reviewer /� RffA SL /?x 7-NE w/ Ae e aF 0-' C�MPaeT MA /MdM T LOPE OF /,� PE,E' Fool /-C r^tie 771E /'G/!PSMar/ Ani F42CE /L,,, A-t[o{,ED GeR ,/}auSE eavNFCT/a✓s P�erale 6w- �iVi+c APPR'wnc F)eeM 3eDN3 .� KEY PLAN SCAM r-toa DRAWINGS PREPARED BY Barrett, Bonacci & VanWeele, P.C. - 1° ,...11 2 CIVIL ENGINEERS/SURVEYORS/PLANNERS 5 A o 175A Commerce Drive, Hauppauge, NY 11788 L r 0e2GG4 �e r TEL 631/435-1111 FAX 631/435-1022 srroreaLEv`'� www.bbvpc.com p_ I REV75ED 4/23/04- ST TE & PARKING DATA :.p. �Lb REHSED 10/31/03 - LOCATION MAP t MAl.1X:Tal v Nom, PROJECT No. A000448 I ul _ N 313852' E LONG ISLAND SOUND N 353225• � S1.9B• E N 34,0123. E, �� 53.4{• N 2318'20' E N 28112'10' E N 2238'26' E N 22'35'49' E N 24.25'20' E N 29.15'52' 52.90' 54,04• 53.26' 57.85' 20.88' E _ 50.22' - � ArrnanMAa A.a"=� 88V AL arosav lu>:vaAuee ♦ •�� K.w°.x Gv wasrAL 91IXSOY IGJNp / ooe ASA Aew. row uw raRnrx° � � O �� reEr If a r / 00. nNNI 40 mr Lrwurur (sEAl,evrAAIY/GigV g9,• !Akar 000 �WFFmw"rr r4 ANYc nr)•wm ar nL uno uS mJ 0�, �► (K AAPKaNm or a6 mw awaniSS w IIAmMI a 7 �� I � ALDfS'ADP FA! L L I BUILDING ^�•I ~J / �e uNlIT MMM n L � • � IC•fEIA,RFSa�»�A�Nw r \ m r IevNwD Or' LANG NOW OR FORMERLY OF L• / •, 1I / E E BANG ORS A HH = I{ Q, LAND NOW OR FORMERLY OF JERAD MOTEL CORP. •, 1� r � 1• � J Q , • 1'I•'•�� A•y 1,iLrlS ., ' ON r.v • • 1� e O msar $ DROP CIM .:. I 8 Gi p h fo DROP CURB �, , •„11 ,x .. G IM l • • � \ .; J? V�� , PC. ]10165 + �• J85 & _ _ 9J�C1j o0 a 3 8 e •��w�o uwrt or eArsxw vcnAxo / uxo us cw no,c'ro'•r eoev Pw '�� AL SFTw .19.9] 4 ti 9E Na E5 h aISQO L y b LANG NOW OR FORMERLY OF ) Ia(b• B�•� *� np POSE M. STEWART r OF.A• /ryas. •ete s / / eaw• Q' LK311TNG SPECFICATIONS / $ N BUILDING 'Q POLE—MOUNTED Sl T£ LIGH77NG• L/THONIA ARCHITECTURAL OUTDOOR LIGH77NG ' v.v::::,,,..: . . ............ 4 ..:�,...:;; ;Av;.::;:;:;:::•!?a: 12 UNITS E ar JRA ••” "•' KAS 175W METAL HALIDE f0 $ O ear WALL—MOUNTED UGH77NG.• L/THON/A DECORA77W WALL—PAKS \ \ �s \ / �4i aro• ° { WG/WP 28W FLUORESCENT F/XTURES NX ............... Taro• Yk \ \ GENERAL 1\ pP 00 1iOd 06 ••••••:':;:'•': •••' P: waa/• VTGV� N .............. .,, 1 � �• is �'�""';' ;... .. 1. ALL METHODS OF CONS7RUCPON TA SHALL CONFORM TO THE APPLICABLE STANDARDS AND »/;:'..: ;, rtaA• - SPEURCATIONS OF THE TOM OF SOU7HOLD, SUFFOLK COUN7Y HEALTH DEPT., • •' SUFFOLK COUNTY DEPARIMENT OF PUBLIC MARKS 2. TRAFFIC SIGNS AND STRIPING SHALL CONFORM TO THE APPLICABLE PRONSIONS OF 7HE PN 5. .y �iLnar Acrsaez -- ( To >4e° N.YS MANUAL OF UNIFORM 7RAFRC COW7R0L OENCES UGH77NG SHALL PROWDE A MINIMUM OF 0.50 LUMENS PER SQUARE FOOT. FIXTURES qw Pw rn ss a" macro• e / SHALL BE SHIELDED TO PRVE E /'/T SPILLOVER TO ADJACENT PROPERms ACT A869 a \1C' °° a A SFE ARCH17ECTURAL DRAWNGS FOR ADD1770NAL SY7E/BUILDING DEMIL3 �• (CONCR£7£ PADS, ETC.) / \ \ � 5. CODHANDICAP PARKING 70 BE PROVIDED IN ACCORDANCE W11H BUILDING °„o, N \ \ $g maar CODEE REQUIREMENTS /N EFFECT AT THE I7ME OF CONSIRUC770N FOlREC7ED BY THE PLANNING NG BOARD \\ 4-� ` X35.39.WW 158.12 I _ 14S 52, + �N�• ryyS 1933 39 S 24'02'49' W 297.94' 4 df ,o, LEGEND PROPOSED EXISTING —. CURB OuxE / CONCRETE CONCRETE WALKWAY PARKING SPACES �O SITE LIGHTING -0 wsEx ro Ra1h awroNaewr NORTH ROAD (C.R. 48)OMM a Mr�.m roc 'r TAX MAP No. DISTFUCT 1000, SECTION 44 BLOCK 0% LOT 21 (MIDDLE ROAD) REVISIONS Barrett Bonacci 4/9/01 7OI1N COMMENTS Barrett, 1/7/02 BLDGS. B & C & VanWeele P.C. 7/2/02 FORCE MAIN • 1 6/2/02 HC PARKING N07E 6/4/03 HC PARK/NG 6/9/03 SANITARY 8/7/03 SCH.D. COMMENTS CIVIL ENGINEERS/SURVEYORS/PLANNERS 9/3/03 SCDPW COMMEN75 7/2/04 SEWAGE NUN PUNT 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.com Amended Site Plan for '{E OFCLIFFSIDE RESORT (, GRAPHIC SCALE KEVIN F L GREENPORT 16 w w m i x TOWN OF SOUTHOLD SUFFOLK COUNTY NY 3o D fxo ? SHEET ro90 °6268b Pi• y $°. ( IN FEET ) NA DIMENSIONAL y1 inch = 90 1� PLANALffflA PON V NIS °f a a c EXCEPT BY A LICENSED PROFESSIONAL ENpNEER IN p ACCORDANCE NIM SECTION LEGA 7 NYS EGNCATON UW, IS ILLEGAL ® ¢o 111.11 P P DESIGNED BY CRAM BY CHECKED BY DATE SCALE PROJECT N0. ✓E JE �b_1 10/03/01 1" = 30' A000446 LTA: DIM vil' VIEW: 8 1 / t ' DRA 4AGE CALCULATIONS DRANAOE STRUCTURE SC *3YJLE DRAINAGE BASED ON A 6" STORM STRUCT. STROCT. TYPE RIM`'FC TOP OF BOT OF EFFECTIVE INVERT 12'0 DRYWELLS USED WITH A CAPACITY OF 100.87 CF PER VF Na. OLEV. RINGS RINGS DEPTH ELEVATION A-1 12' DIA DRYYWLL W/ CURB INLET TO 47.70 45.41 33.41 12' 4342 DRAINAGE SYSTEM A A-2 12' DIA DRYWELL W/ MH COVER 48.28 45.x1 33.81 12' 43.00 ROOF 1,449 SF X 6/12' X 100% = 724.5 CF A-3 12' DIA DRYWELL W/ MH COVER 48.98 46.20 34.29 IV 42.68 PAVEMENT 4,761 SF X 6/12' X 100% = 2,380.5 CF 8-1 12' DIA DRYWELL W/ CURB INLET TO 45.16 42.57 2a.a7 le 40.58 WALK 664 SF X 6/12 X 100% = 332.0 OF LANDSCAPE 1,451 SF X 6/12' X 15% 108.8 OF C-1 12' DIA DRYMU. W/ CURB INLET TO 44.30 42.01 26.01 u' 39.72 - 3,545.8 OF BC-2 12' CIA DRYMU. W/ MH COVER 45.06 42.30 29.39 14' 39.50 3,545.8 CF a 100.87 = 35.15 VF REQ'D. BC-3 12' DIA URYWELI. W/ MH COVER 45.11 42.44 25.44 14' 39.,W USE 3-12'0 12' DEEP D-1 12' DIA DRYWELL W/ CURB INLET TO 45.17 42.68 33.86 B' 40.59 36 VF PROVIDED , - 0-2 1Y DIA ORYWELL W/ MH COVER 45.87 43.00 34.00 9' ID.47 ^"xd - I DRAINAGE SYSTEM B & C COMBINED E-I 12' DIA DRYWELL W/ CURB INLET TO 43.35 41.07 28.07 13' 38.88 E-2 12' DIA DRYWELL W/ INLET 43.30 41.02 28.02 13' 38.58 PAVEMENT 9,896 SF X 6/12' X 100% = 4222.0 CF E-3 12' DIA DRYWELL W/ MH COVER 41.60 38.93 25.93 13' 36.35 . - 146x_ •':r'i�,, x4T'!$1-°r, ,l ,,,,.� ' i y "e WALK 444 SF % 6/12' % 100% = 222.0 OF i fl� LANDSCAPE 5,217 SF X 6/12' X 15% = 391.3 OF E-4 12' DIA ORYWELL W/ MH COVER 41.50 38.83 25.83 13' 35.21 Qqt] - Li- 5,561.3 CF E-5 12' DIA ORY UE W/ INLET 41.00 38.33 2].33 t1' 36.09 13 _ _- 5,561.3 CF _ 100.67 55.1 VF REQ'D. F-1 12' DIA DRY UE W/ CURB INLET TC 40.45 37.71 25.]1 12' 35.42 USE 4-12'8 O 14' DEEP F-2 12' DIA DRYWELL W/ INLET 41.10 38.43 28.43 12' 35.30 56 VF PROVIDED 0-1 12' DIA DRYWELL W/ MH COVER 37.80 35.13 20.13 /e' 32.52 0-2 12' DIA ORYWELL W/ MH COVER 38.90 36.23 21.23 IV 32.32 DRAINAGE SYSTEM D 0-3 12' DIA DRYWELL W/ MH COVER 39.60 38.03 21.93 15• 32.12 - - ROOF 1,179 SF X 6/12' X 100% = 589.5 CF G-4 12' CIA DRYWELL W/ CURB INLET TO 37.30 34.a3 19.63 15' 32.72 -- PAVEMENT 1.800 SF X 6/12' X 100% = 900.0 CF 0-5 12' CIA DRYWELL W/ MH COVER 37.33 34.ee 19.68 15' 32.52 _ ILII - WALK 132 SF X 6/12' X 10O% = 66.0 OF LANDSCAPE 1.389 SF X 6/12' X 15% = 104.2 OF H-I 12' DIA DRYVIELL W/ MH COVER 37.95 35.16 20.16 10' 32.a7 "..r„ „'- 1,659.7 OF H-2 12' DIA DRYV W/ CURB INLET TO 37.59 3477 19.77 IV 32.75 1.659.7 OF = 100.87 = 16.5 VF REQ'D. H-3 12' DIA DRY UE W/ MH COVER 37.80 35.13 20.13 15' 32.63 H-4 12' CIA DRYWELL W/ MH COVER 3a75 38.09 21.09 15' 30.53 - tl H-5 12' DIA DRYWELL W/ MH COVER 40,73 32.08 23.06 15' 30.15 :i DRAINAGE SYSTEM E H-6 12' DIA ORYWELL W/ MH COVER 40.82 38.25 23.25 5' 30.03 ROOF 6.735 SF X 6/12' X 100% = 3,314.5 CF I-1 12' DIA DRYWELL W/ CURB INLET TO 49.39 47.10 35.10 12' 44.61 PAVEMENT 2,829 SFX 8/12' X 100% = 1,314.5 OF I-z 17.' DIA DRYWELL w/ MH COVER 49.48 46.81 34.81 17.' 44.88 _ WALK 1,181 SFX 6/12' X 100'7. = 590.5 CF 1-3 12' DIA Dii W W/ MH COVER 49.98 47.29 35.29 12' 44.57 3, LANDSCAPE 12,808 SF X 6 12' X 15% - 960.6 CF N 3434'32" E DECK 1,590 SFX 6�2' % 15% = 119.3 OF J-1 12' DIA DRYWELL W/ INLET 41,00 37.00 25.00 12' 33.90 11.65 LONG ISLAND SOUND J-2 12' DIA DRYWELL W MH COVER 41.70 37.0 25.00 12' 33.90 6,352.4 OF / 6,352.4 CF -- 100,87 = 63.0 VF REVD. J-3 12' DIA DRYWELL W/ MH COVER 41.50 3].00 25.00 IV 33.90 �- $1,86. USE 4-12'0 O 13' DEEP & X-t 12' DIA ORYWELL W/ INLET 31.55 82.88 7.7..88 e' - 3401' 1-12'0 63 VF PROVIDED RD-1 IV DIA DRYWELL W/ INLET 32.75 30.25 21.55 9' 28.85 `43.443" E N 23'16'20' E 52.90' N 254,04' E N 22'38'26" E N 2235'49" E N 24'2520' E N 29'15'52' E' RD-2 IV DIA DRYWELL W/ MH COVER 32.00 30.10 23. 0 9' 33.9 '° 54`04' 50.22' 53.26' 57.8$' DRAINAGE SYSTEM F +- 20.55' RD-3 12' DIA DRYWELL W/ INLET 37.80 35.90 23.80 12' 33.90 \ PAVEMENT 4.234 SF X 6/12' X 100% = 2,117.0 OF WALK 521 SF X 6/12' X 100% = 260.5 CF _ _ _-_- - -. LANDSCAPE 261 SFX 8/12' X 15% 19.6 CF - - - - _ _ -_- �_ - - - - •1,~� Arrnanwere wArzn ux� - _ - _ _ 2.397.1 OF DRAINAGE SYSTEM K - _. - - - - - _ - - -`_ - - _ = _ - - - - ' + _ . 1 - - - - 569.5 OF 08� \�� \ \ ^ \ i ' \ / 6.\• -i j., _ _ _ _ _ + _ __.....k �. , USE 21 2' } 100.87 - 23,8 VF REQ'D. LANDSCAPE 7,860 SFX 6/12' X 15% - 589.5 OF _ _ - - - - USE 2-12'0 012 DEEP - - - -_ � � - - -- - _ _ 24 VF PROVIDED - - -_- - - - - - - - - 589.5 CF. - 100.57 5.8 VF REQ'D. - DRAINAGE SYSTEM G USE 1-12'it 0 6' DEEP - ® - - 6VFPROVIDED - \ - - - _ - - - - -_ - - = - - ROOF 5,888 SFX 6/12' X 100% = 2,943.0 CF _ .� _ / _-_- _ _ - PAVEMENT 6,996 SF X 6/12' X 100% -�-- �� - - - - - - - 28e�\ \ \ - - - - - - - - - - - - - - � _ '- // / _ 8- - LANDSCAPE / = 3,498.0 CF ROOF DRAIN RD-1 & RD-2 LANDSCAPE 15,531 SF % 6/12' X 15%= 1,184.6 CF \ - - 1 . _- 7,605.8 CF 2,446 SFX 8/12' X 100% = 1,223.0 CF / \ - \ _ - \ \ \ \ v _ 614 = \ \ / / / j �� \ \ \ - - -12- . LANDSCAPE 6.202 SF X 6/12' X 15% = 465.2 CF - / \ / / / / 1� \ \ \ 7,605.8 CF _ 100.87 = 75.4 VF RED D. q,\ - - / 2 �� �►- / / / // \� \ \ \ USE 5-12'0 O 15' DEEP 1,688.2 CF / / / / \ \\ \\ - - \ \� \ �� / �� \ \ / \ / / \ // \ \ \ \ \ _ i 75 VF PROVIDED / i - I aMsrAe 51a9nv"¢9ro uc \ \\ \ \ \ \ / / �~ / / ' 1 / I / I ( \ \ \ -16 - USE CF. - 100.87 = 16.7 VF REQ'D. / \ v � � \ USE 2-170 O 9' DEEP \ \ \ \ \ \ \ / / '`7"" -\ - I I \ \ \ \ - - -i8- / sN[rr rs v49 \ \� _ \ \ \ \ \ / \ \ / �• / // f \ l \ \ \ -7.o DRAINAGE SYSTEM H 18 VF PROVIDED _ / / \ \ \ \ \�! \ \ \ \ \ / \ / � , _ _ .c� \ \ \ \ \ - - l/ l l I I I l \ \ _ - -r ROOF 3,144 SF X 6/12' X 100% - 1.572.0 CF / / / / \ \ \ \ \ \ \ \ ✓ / \\ / „ \ \ \ // / / / I \ \ \ _ - -I PAVEMENT 10,643 SF X 6/12' X 100% = 5,321.5 CF / / / /t`° \ `` \ \ As �Ai` N`q7\ / / -� "- AAAA, \ \ \ / / / \ \ - LEOEJ'D WALK 1.366 SF X 6/12' X 100% - 683.0 CF / \ \ _ EXISTING PROPOSED LANDSCAPE 19.447 SF X 6/12' X 15% - 1,458.5 CF - - - - - - - ,., / / / \ 9,035.0 CF I N 9,035.0 CF ¢ 100.87 = 89.6 VF REVD. / / \\ \ \ \ \' r'��\ - ®� -�� \ \ \ �26 \ \ �� \ \ /// // CURB X0 0 15' DEEP USE 6-90 VF PROVIDED \ / / / / / / yy \1 -� \ \ \ \ / / / \ \28\ A�mm�4 zr>�\ \ \ l I I l SIDEWALK \ \ 10^a-BBfF mr \ ,50 e0x3e `u4xwr DRAINAGE SYSTEM I \ \ / / / \\ 7 l�2 r/ / AS Mw ma9ei \ R�eemos,ar' mE ' `� \ / / / .39M +,°, / I / ,x, \7Ar AATpIED er nAr sRxR2s ov n/z3>6rT � ` \ \ \ /I � / / / / PAVEMENT -.•-T..- ROOF 2.700 SF X 6/12' X 100% = 1.350.0 CF / / yI + +'ass •\ \ �, / I / / \ \ \?�, PAVEMENT 3,348 SF X 6/12' X 100% = 1,674.0 CF / / k1 L WALK 460 SF X 6/12' X 100% = 230.0 CF / -40 LANDSCAPE 1,592 SFX 8/12' X 15% = 119.4 CF / / / / NI 1./ r -*i.. -4-._ " w -- ' / - �3a \ \ \ \ 1 \ -�- I DRYWELL W/ INLET 3,343.4 CF I =°,/ 3,343.4 CF _ 100.87 - 33.15 VF REQ'D. / / / I `' re• \ GO Acral Am rAs \ 3,. USE 3-12'0 O 12' DEEP / / / / \ x° °, _BUILDING r 16v £, ��. / \ & \\ DRYWELL W/ MANHOLE COVER O 38 VF PROVIDED / / // / h I L I BUILDING "@^ox EL 's a-, } \ \ slmnc DRAINAGE SYSTEM J (INCL. RD-3) I / / / / ` + +, r ° °° \ /� � '�' +"' I / / / /u I I EXIS71NO LOQ bA 6NS FOR BUILDINGS B & C 4r r.�Fyaa[• '!' ' I / / / / DRYWELL W/ CURB INLET ROOF 5,590 SF X 6/12' X 100% = 2,795.0 CF I S / 1 .t i M _ _ / 1 `1 T'1�1� E REMOVED \ - O WALK 687 SF X 6/12' X 100% = ,569. CF An1=A'oaFrArs / "' k C _I ;. + \ / o + •I' I \ 1 i / / - - - now k I � i LANDSCAPE 20,920 SFX 6 12' X 15% 1,589.0 CF / / 6 II / - - M / auliwo Tal / 1 ++- r ' ranxsnvcrm AL1FSS Tux riRF / s I / / / MANHOLE 48 VF PROVIDED / / / Ax/ /M n. +I 47. _xx .,°i-_ J-/ /ry \ +tenMB Ax6F0sss X r,. / 7.5 1A0- ` ,.'! i / / USE 4 CF _ 100.87 - 47.6 VF REQ'D. I 9y \\ ' 1zu I I / w�_ w \1� _ l / i / 1111/ CATCH BASIN ® O / , 7.0 L � ��: ; " � I I 47.4 4,797.5 CF - . USE 4-12'0 O 12' DEEP I , / l 2 \ 4r.Je \ 4Q \ �' LR +' _ STORM DRAIN D_ 4427. ROOF DRAIN RD N0. B-J �3 �iEl v�' _ .\ ! +», SANITARY SEWER - S � `p- / Q - \ - - - Ax Al O �\.» \ \ \ - - - 9\ \ '( ,oP ra, ` � ,,fC / / SANITARY SEWER -WS- 4 \ WATER MAIN/SERVICE -W WS- WI+,,. / / ;• •1A7 g � \ \ "t3B NIG C^ ! / / \ UTILITY POLE \ / •' \ STREET/TRAFFIC SIGN �-- ` `9� 1, / \ W >s \R „ T 4.688 Li\ X \ \ s J w f I+ f / / \ CLEANOUT -� Ny11A1• p 1 /n� .49 8 yl 52� - 52 x + 4 $i.4,Fa�yS -1 \ \ „ 40 .»\ \ + L a (-. ly- a WATER VALVE c ' E I' f Bc a \ �_•. ". g \v J'. \ / / / \ \ THRUST BLOCK � . xn sneAaYl \ m Axle / ``:; R\ \ r . 3' , ,+ r • / d / \ HYDRANT aJ h $ H_ ':. :: ..b ro � \ \ O 1 OVERHEAD WIRES -OH fah . + LA.i \ ... x x \ a r , 7. \ - 4 f// / \ \ FENCE - X X_ -55 65- „' 'J CONTOUR so.z 44 \ 46\ \ / - a .../// / 4s \ L SPOT GRADE �- +6>.GD G-j + - - \ \ \ \i - - 'JB` TOP/BOT CURB GRADE TC o9i z M 67.50 / / y 4 O C-7 ., - d / c s2 JRsr eaeiNc }_ Jx - Mvr6• MlTIAA6 MS. / / / (::. I /.c� u,6 � \�e-= _ - - O � � \ / = v -� / / FLOW ARROW O -v DRAINAGE RIDGE LINE LL / � / �pQ• 41A[ER/dTAMW evc ' � ; `;e •r/LD/LV R d � \ 40 �Jem �d / � � \ / �Wm RNrE(s:7.LYrARJ I Af*6t �? uV/ G O^ - SITE LIGHTING SWALExei° ..:.....':A'::.C: % AS 50 ❑ 3 d0yY 1F1RT • },C, \ ♦; i a / • V / I I � \ BUILDING ^E^ K- / ( , ..., \\ p // / / Cv ..° �'�'QOA) NOTES +x,•° / / / / +. � : 10 1�"" / } 1. ALL MATER/ALS AND METHODS OF CONSIRUCAON SHALL CONFORM TO THE STANDARDS AND SPEC/FICAAGVS 29 OF THE 7OWN OF SOUTHOLD, 7HE SUFFOLK COUNTY DEPARIMEN75 E HEALTH AND PUBLIC WORKS i 1 / 1 Q l \ AS APPLICABLE. } • X30- M / � 2. URUIY INFORMARON SHORN ON THE PUN /S BASED ON NSTBLE gELD E740£NE AND AVAILABLE RECORDS THE SHALL BE TAA'EN NOT TO 0/S1U A CMR SHALL RaD VERIFY THE LOCA77aV OF ALL U1/U77£S PR/OR TO COMMENCING 897RK. CARE 46 6s z ca m A6zz ro+7.m A-2 ......":::: '.;. ::':: . ....:. ..: u +�' + w, •� �� 70 L Al THE EXISRNG URURE5 AND SERNCE CGVNECRONS (OR PORROVS ]HEREOF) REM N. CONTRACTOR /S RE5POWSYBLE FOR THE REMOVAL OF ABANOCWED U77L/TY SERy7CE IE - CGNNEC7/ONS AND /NSTALLA77ON OF NEW SERVICE CCWNECRCNS AND SHALL COORDINATE WORK Wf7H +,,,• / e•a G 1 O ms¢se M,B 4cY,C sr.aB f„ x, \a / / / 4 / / 1e TF•37� � v le xroaAxr _ O ec lase ;. / !- �\ / THE APPROWR1.67E U7TLl7Y COMPANY. _ Fe•Iw / m4.n U .ebr !j -32 d \w / / .Ox^ / / Bc ss / \ 46 !- \ "' '�� � \ 3 ALG PAVEMENT TO BE REMOVED SHALL BE SA WtYJT. �- s \� v _+.+ y / / 1 AVR AnemlmW IWJA< °w lam 4. THE CONTRACTOR SHALL EMPLOY APPROPRIATE MAINTENANCE AND PR07ECRON OF 7RAFf/C MEASURES +,°,// \ r1-Y, M / . I 1 (19 eE AwxamxAe2alnnv ACT5aez e I 7-O n, Jy k� \ DURING CONSTRUC770M. d d +,,,x /3N/ S\ \ 1� / • 48 -) snRV G99VJ v,S W 84sC 5O `� °cw,TS q Il / W 4 ¢B \ \ 5. 0698/S SHALL NOT BE BUR/ED ON THE SU6,EC7 SITE. ALL UNSUITABLE M47ER/AL AND DEBRIS SHALL Be ACT 4166 \ \ DISPOSED OF IN ACCORDANCE W7H ALL LOCAL TOWN, COUNTY, STA 7E AND FEDERAL LAWS AND APPLICABLE CODES 1 � ^r-r-'r # y +, / +„' +" I \ *-'7 'r �r.� $ c 448 o - \ B ALL CYINNECDNG DRAINAGE PlP/NG SHALL BE 18'ROP UNLESS 07HERfNSE SWORN ON THE PUN. ' _ / „_, ,,,, - / +•,, __w� \ \ AEW DI¢'0"Me35er I' \ ,,• + r x r r r }Y,v- ' r " \ \ \ }1° AFFBR ro AR/Y £AaRYe pW y msr.z 5� \ \ \ 7. SEE 52PARA 7F PUNS FOR SAN/TARY SE ANO WAIEF SUPPLY DETAILS f °,° . w aAFIaAPJIr RAN AeSEBT Rf AP2 1 FFA B61R/NG !�� 0. TC OxaJ 1 \ ft Asia ��+/,,�,, II I S WATER MAIN TAPS 3B +'°" - - ; aAxBwIE ' .1 , ! • sr.ee. • .I NL/lE _ _ \ A7ER AU7 METER REWIREMEH75 TAPPING FEES E7C:J 70 BE COL1R0/HATED BiTH THE N e nl� a„ \ Aft)ftSO? yoA�n 1 ` �1 f/ m szm sr.'T° 1•+Brs I - SUFFDUf COUNTY WATER AUTHOR/TY. +° ° \ " / 5 19'33 39 W + tl \ \ B. SEE SEPARATE LANDSCAPE PUN FOR /NFORMA770N ON TREES TO B£ RETAINED AND ADDl1TONAL LANDSCAPE DINATE WIN THE +,o / 'N /°• /N /w�,- / +";�'° - •' v -W-�_, /Yu-- 4?n$4r +,°''°° _ _ _ _n_•�rA n+.�i i sc s..es A '?xm . �- ^ A Bc s2o\ ec ss \ ,,. / / / .o 0e 10 � E COMPANY FOR THE PROPOSED 7EL£.EP ONEASCE� SHALL ACY�NECCEDgV LOCA AON AND DEAERMNA7701V OF/NSTALU 17ON RES Ll TIES -- _ _ _a \ / i +.. /d N n v w w w nn xnw• ' - - \ +' A �50� ,/ +' +"„ }Ir- ,°'° • AErBr roAwo esAnHOExrAEAx +,x,. +,,.., AS AIS�� mica , / , e YAx IenO R6 r0't X9R1' ,.>° .x„ +„ +„ W9I/9lfaK alwr/R.6N! 1­1 lr 71 r +,. TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 NORTH ROAD (C.R. 48) PA E�9 nmsmeAmw BT aa9 REVISIONS (MIDDLE ROAD) Barrett, Bonacci 4/8/01 TOM COMMENTS `T TILT 'I 749101 ADDED WETLANDS & & Y an Y 1' eele P.C. REV! ENIRANOF 5 1 1 9179101 TOW COMMEN75 1 02 BLOCS B & C 7/2/02 FORCE'MAIN 8/2/02 REAR DRMELLS CIVIL ENGINEERS/SURVEYORS/PLANNERS 6/4/03 HC PARK/NG 6/25/03 SEWAGE 7RAw PLN] 175A Commerce Drive, Hauppauge, NY 11788 &2/-03 SC.H.D. COMMENTS TEL 631/435-1111 FAX 631/435-1022 10/31/03 LOWPO/NT WWw.bbvpc.com 3128/04 WATER &SEXER LA Mr 4123104 WATER SER14CE Amended Site Plan for 712104 SEWAGE TRMNr PLNr 1127105 FORCE MAIN CLIFFSIDE RESORT V$' I GREENPORT ,KEVIN /y TOWN OF SOUTHOLD SUFFOLK COUNTY NY GRAPHIC SCALE S�,TB= 4 SHEET GRADING, DRAINAGE & UTILITY OF 30 o Is s9 so ALA LiCENJ OF THIS BCCCMENS EXCEPT BY PLAN 7 A LICEN°FO WM 5510M MC+NEEfl IN ACCCFDD CE MM AW, IS EGA Of NYS ( IN FEET ) EsucnnON Lnw Is ruccAL © ,°00 I inch = 30 ft DESMEI BY IIAM BY CHECKED BY BATE scA PRNECT NO. LM CONST 11E8/7/00 I.=JO' A000446 VIEW: CONST-30 HIGH PGNT ELEV= 51.46 H/6H P01N7STA = 0+00 PN STA = 0+00 PN STA = 0+50 PN ELEV = 51.65 PN ELEV= 50.9O PN STA = 8+29 A.D. _ -.100 A.D. _ -1.28 PN ELEV- 49.96 K = 16.67 K = 39.01 A.O. _ -4.84 50.00' VC 5000' VC K = 1032 60 60 50.00' VC mQ0 55 to 14 h Nt 55 V7 STA = 6+71.03 / \ N ELEV = 3&94/ A.D. _ 158 LOI V PONT ELEV= 37. 4 K = 1,197 / _ -- EMSANC GA4DE LO PONT STA = 5+7U19 5000' VC 50 PW SFA - 50 — ' PN\ E7. = 37.25 A.D. = .41 / PROP. NEW GRADE OF MIDDLE ROAD � J � � 5000, Vc SEE COUNTY OF SUFFOLK DPW 2 + C GRADING AND ALIGNMENT PLAN 'O N PROECT Na 5518 "a / 55 55 , 45 YPRO-O&M OR IDE 50 50 40 VAU EY GUR R I 2 45 a 45 M 35 Aa � � � 4a ._ NMhpp rm� <!a ��S pN{ �yN N6 ^.m INA N1 NY hh �F h `F `F. "'�F `Fp !M F Lam, uF FL�y ! `F xO"j u5! ! YS.F '11 y�j 31 �V] 0+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 ENTRANCE ROAD MAIN ROADWAY 1'-40' HORZ. SCALE: 1'=40' HORZ. SCALE: 1'=4' VERT. 1'=4' VERT. N6 COARSE BROOM KNISH CON7RAC77ON JDINT EXPANSION "NrEVERY 4' — EVERY 20' — SEE DETAIL A' SEE DETAIL 'B' 6'REVEAL t '.iCltf:q�:;rc.;��"�;::,ylr(� �:1('yi./r::.,.i .pl�. :12{:ry:1:{'1•:.d'Ayl!', )(�A,:',uh.,l.r :A•.7. , ':F.• .,nB.L•ly;g.1 :'�('.,Jti�y' .'11,. ;.f,vr.i'.t'>w.Yj,d. 4'POURED CONCRETE S' GRANULAR MATERIAL PRE-MOULDED a' 'BANK RUN SAND & GRA VEL) BITUMINOUS n JONT FILLER 1/4'RAOIUS 12=0' 12'-0' 20=0' VARIES VAI_ 1/2' L'CNCRETE CURB F0T7 LOCAnON AND ELEVA77ON SEE PLAN I SEE PLAN 2 ' SEE DETA/L OF CENTERLINE SEF PLAN AND 2 J ZI PARKING AREA -4 114 1. CONCRETE TO BE .1000 PSY STRENGTH AT 28 DAYS 4 • . M iT -ri A NCAA: x 2. CONCRTIF SHALL BE A MONOLITHIC POUR. .1 MAMMUM SPADING OF EXPANSION MONIS 70 86'20 FT. 1 1/2'N.YS. D.O T. NEM 403.76 AC TYPE 6 TOP COURSE SAacur EX. PA ter 4. CONCRETE TD CURE 14 DAYS (MINIMUM). BEFORE ROAD PA 14NG CAN BEGIN. DETAL •%• DETAL 'B' 3 1/2'N.Y.S D.O T. ITEM 40.13 AC TYPE 3 BINDER COURSE �9; 1-1/2' N.Y& rWE 6F NEARING COURSE CONC CURB 1 6' STABILIZED BASE COURSE' 6' GRANULAR B BASE (95X DRY DEA(SITY) ALL CONCRETE SHALL BE A/R ENTRAINED, 4000 PSY APPROVED COMPACTED SY/BCRADE OR EDGE OF PAVT. SEF PLAN CONCRETE CURB N.TS. CONCRETE SIDEWALK TYPICAL ROADWAY SECTION PAVEMENT RESTORATION DETAIL N. 7.S. CONCRETE CURB NORTH ROAD N.T.S N.TS, NO7E8- 6'x 8'x 6=0' OEADMAN 4 ALL 71UM 70 BE 6'x 8• CCA TREATED (0.40 LB RE7ENnOV) SOUTHERN YELLOW PINE. T 1. HEADERS AND SPIKE STRETCHERS TO BE SECURED N/7H 10' GAL VANEZR SPIKES DRIVEN REAR.LLT REE 1\ 4'MIN. PENE7RAnON FALMJT AND REAR. THREE (3) 4•-0" `GRANULAR "SPIKES FOR EACH FRONT ST EMYER AND HEADER. BALYffILL 3. USE 6Od CALVAN/ZED NA/LS 2 PER HEADER MATE7n 1 CCNNECnOW. '• " ALL RED CUTS SHALL RECE7VE THREE BRUSH TAX MAP NO. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 21 j COATS OF 7REAnNG SOLUnON TOP of 6•x 8'SMET'GHER REVISIONS ' PLAN vEw 7/9/01 REI! ENTRANCEBarrett, Bonacci 4' H16H BLACK VINYL 1/7/02 BLOCS B & C 1 MAIN UNK FENCE COVG &WALK OR !0/31/03 LOW PONT • V an Wee e, P.C. C 6'x 8' x 4''-0'HEADER (TYP.) (SEF PLAN) 6' x 8' x 6'-O' STRETCHER (TIP.) STRETCHER BATTER 1/?7 HEADER _ CIVIL ENGINEERS/SURVEYORS/PLANNERS 33� 175A Commerce Drive, Hauppauge, NY 11788 -0" MAX — OEAOMAN TEL 631/435-1111 FAX 631/435-1022 I,y MAX FINISHED www.bbvpc.com CRADE Amended Site Plan for BURY BOTTOI SIDE FIV, CLIFFSIDE RE SORT rWO COURSES yuN P BELOW GRADE . a GREENPORT m TIMBER RETAINING WALL = TOWN OF SOUTHOLD SUFFOLK COUNTY NY m SHEET Ftp"/OAL6N���� I N- ROAD PROFILES 3 AND SITE DETAILS of ALAERAPLW OF INIS DOCUMENT,i, £NEER BY 7 A LICENSED MW SEDDON ENGINEER IN ACCORDANCE INRI£ECPNJ 1EGA OF NIS E EOUCARCN LAW, IS ILLEGAL O ¢w RESIGNED BY ORA1M BY MECNEC BY BATE SME PROJECT N0, s ✓E ✓E 8/7/00 AS SHOWN AOOO446 S EINE L 8 ; I REINF. RUBBER H05E — — N 3;'3652" E LONG ISLAND SOUND 12 GA. WIRE - TWISTED AND LEFT L005E _ 57,96• E N 340723 E 2 CEDAR STAKES - DRIVE AT 53.44• N 5290 E N 280210 E N 2238'26" E N 2235'49" E N 24'25'20' E N 29.75.52„ E ANGLE AND DRAW VERTICAL 54.04' 50.22' 53.26' 57.85' 20.68' TERR WRAP - ONLY WHERE _ \ REQUIRED BY LAND. ARCH. — — — — — — N ALPROXIIIALF — — — — — — _ — _ — = — — — ` — —— WATER E\� 4" DEEP SHREDDED BARK - - - - - - - - - - - - - - - 1 s - < MULCH LEVELNOF LTO BE SAME N z`�. z \ \ \ — — — — — — — —_ iii N in 43 AS IN NURSER 6„ SAUCER � _i — _ _ — � - -_ / / // /i — � .;. ,,: REMOVE TOP I/3 OF BURLAP AND ALL WIRE AND NON- / BIODEGRADABLE MATERIAL AREA TO BE PLANTED A5 �CLOWS. / \' \ \'\ \ ... / J ..,Y� — / I ry "•Z; {:, :±;•" "'' / <, \ \ ! �z\ ;;:. . TOPSOIL BACKFILL, MIN. OF MEMORIAL R05E - 2i14" POTS SPA AT O.G. ` ._ \ ` : \ AREA\TO�<jx. TURAL UNIVISTURJEDE / � // f / tiiP:�' ��:' \..` �, ' \ \ \ C� /)l .L� \ \ l / {. t..' S0% OF SOIL TAKEN FROM HALLS HONE - 21/4" P PAG�FD AT 2"O.G. "! ", „ \ :' : \' .\�. \ \ \ \ \�./ i-- .i — — '\P— / / HOLE RDb65A ROSE - 6" POTS D AT 5' O.G. ,/ �.;:;. ..\'...;. :. �., .\ \ \ \ / / \ AREA TO IE@M1N NATL ANDA 57UI;4 ED/ / BAYBERRY - 6" POTS GED A S' O.G. / . ..' .. ' ,.:',,.'..: ';:, '\ \ \ ✓ / \ / / 11 .. .... . :. ..:. .. :. . �'.. :. , ...,. \, / \ — / / / / / COMPACTED SOIL PEDESTAL �_ �/` ' .. 24. \ / /// / / 2 TIMES BALL DIA. / S0' SETBACKFROMBLUFF \' \.�,; . ' :., ,, \ \�\ \\ / /% ....�;�,' ' '8 'x' �2° . !' . " ,` .. ` \� \ \ \ // l l l PLANTING DET�4 L �'000 / r � � Y ;?6 •::'\;?`'s.p'" ro-Y.r:li` "t.�;,' ':ii •" .:nyy � \' / '\. : / / �3;2`'' \ \ \ \ I 1 / / •,� �pd,<, is*q, ,•'r :�• " +'•��„'I`=�,�w . . .. / — x'34.-: \ 50' SETB GK FROMBLUFF 2-5G -FM 3 ,,•1 -„4^ l ,1 \ ^ ., ' '.,..! ., �I \ \ / / I �� / / i I• I 1 8-IG h1 ��. }' .`�'',`n.' / i REINF. RUBBER H05E -TD 2-1 SEED / 5-IG 2 2 v° \ \ ".T;+`ur, r'z"} ..y • \ / / / 12 GA. WIRE TWISTED AND LEFT LOOSE 3` -TD '� 't4A;a',7!� :.r`�;..c..nn• / � I I I \ 1 / -JS x�g -IG • / : "'S,' ' \F \\ \ — \ ��e ,ti„ %°,' ... . . . .,,IAS,", \ \ \ \ / / � 2 CEDAR STAKES - DRIVE AT ANGLE AND DRAW VERTICAL e' • - \ � —\ ^a5f•"� it : '"" 'i,•;.;.; "_. r'k}?''t.�:•-:.,;. ;� "0 4" DEEP SHREDDED BARK SEED �� i, 3_G5 Fc Bim .., ;�,,,,. ..;.1, / 25-JV// in MULCH \ 1 HOUSE -PM 2-MP r`y " \ / \ GROWN OF ROOT BALI BE ` / 10 Js / / \ SAME LEVEL AS IN NURSERY 1 I -TC� \ 3 SEED ti "• ry;i \ \ .�,,gj'5; 2-56IC, �' i \ \ 6” SAUCER �I �. \ •4 / „ - — ``'ar'� ,q \ .�'.�' ,r: / 5- ' I i _I. REMOVE TOP 1/3 OF BURLAP AND ALL WIRE AND NON- �10-05\ ;;r. o / / :e BLE MATERIAL h-,?;: a:;>:< '• p_J v � ,� , BIODEGRADABLE V'� :+`:i:';'1 [k Q -JV +;+; rt;e.,J:..,.,;a;.., / \ TOPSOIL BACKFILL - MINIMUM OF 50% OF SOIL TAKEN FROM HOLE 5- i �� COMPACTED 501L PEDESTAL \ 44 / — / — _ \ ESE \ \ , \ •'�' ' — .5-E / \ \ 2 TIMES BALL DIA. / / ti. / 0 5-IG \ (% 2 p '�' \ E e—E•., e \ _, \ - 0 E"VERSREEN TREE PLANTI NS DETA I L IPG SEED O — E \ , / - r - . - / -EA 8-IG 3' \ \ _ �0 p D-9- E _ -9 m \- �: / 2_pA 5-1g'7 8-I6 2-59 a2-PA -IG -PA 40 O / 4-TD 'JS 4q .tz I_T h I-AG 5-IG PC -5G -TG 4-� 4_Tp w 6-J 5-I0 8=1 / 2-TG / 5-IG \ _. — _645— 2-5G 4� A.6 w 2-PT 5Q 5-G 4-T —2— PA TA / ' a 1�AP Aa O 1_ 5 O � 2-AP - �E� 50 2-P 50 . 46 / „ � I I I E E - — — — — / `� \ 3” DEEP SHREDDED BARK MULCH 3-JV I / A nJ / E �Pe Epp 0 aB \ V A V 6" SAUCER 46— LAW \ / 5-PA A6 \ —50 SEEv I I1 / ' ` \ \\ \\ REMOVE TOP 1/3 OF BURLAP AND NON- AND ALL IaTG SEED ) BIODEGRADABLE WIRE w—AWEw \ \ 3-TG \ ` \ \ \ T, ,y r MATERIALS \?-FA2-AP 3-JV 6-PA 38-EA /� \ 23-MP TOPSOIL BACKFILL - MIN. OF / I — — �� %i�,p.o:" . .a,. 9 50% OF SOIL TAKEN FROM HOLE \ �w `tea 1 1-PAV A .� 2-PA a 168172 I / / A • . 2 TIMES BALL DIA. COMPACTED SOIL PEDESTAL .x:�o w::rz"„. -- SHRUE3 PLANTING DETAIL 1-1 LIR/ o i NJ o.. NORTH ROAD (C.R. 48) (MIDDLE ROAD) WILLIAM (BUDDY) JOHNSON PLANT LIST PLANTINS NOTES LANDSCAPE ARCHITECT 2350 CLEARVIEW AVENUE DUAN. KEY BOTANICAL NAME COMMON NAME SIZE REMARKS I. ALL PLANT MATERIALS TO BE OF HIGHEST QUALITY NER5ERY GROWN STOCK. SOUTHOLD 14 AP AGER PLATANOIDES NORWAY MAPLE 21/2-3” GAL B4B FULL HEAD, WELL BRANCHED NEW YORK I I97I 15 TG TILIA CORDATA LITTLE LEAF LINDON 21/2-3" GAL B4B FULL HEAD: WELL BRANCHED 2. REFER TO ENGINEERING DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION PHONE: 631-765-1113 FAX: 631-"165-1839 10 AG AMELANGHIER CANADENSIS SERVICEBERI 8-10' HT 1548 FULL, WELL BRANCHED OF MECHANICAL AND UTLITY LINES AND STRUCTURES. IF ANY CONFLICT EXISTS, 39 PA PICEA ABIE5 NORWAY SPRUCE 1-8' HT. 1548 FULL AND DENSE TO GROUND CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR SUGGESTED GRANGES. REVISIONS 8 PT PRUNUS GERASIFERA THUNDERCLOUD THUNDERCLOUD PLUM 8-10 HT B46 FULL, WELL EiRANGHED 10 JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR 5-6' HT 1548 FULL AND DENSE TO GROUND B. ALL PLANT PITS TO BE BACKFILLED WITH TOPSOIL BLENDED WITH 0-20-0 Barrett BOnaCCi 45 05 CORNU5 5TOLONIFERA RED STEM DOISNOOD 2/12-3 HT 5415 FULL WELL BRANCHED 4- 4-O - PER TOWN 1 Et 100 G ILEX RENATA GONVEXAAGTA DOWNVEk LEAFDJAPANESE HOLLY 2-21/2' 24' HT B4B FULL AND DENSEGHED FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. 7-1-OI - REV. ENTRY & VanWeele, P.C. 80 IG ILEX GLABRA INKBERRY HOLLY 2-21/2' H7 8415 FULL AND DENSE 4. ALL TREE PITS AND SHRUB BEDS TO BE MULCHED WITH 3" DEEP FRESH MILLED 1-13-02 - PER SITE PLN • 12 J5 JINIPERU5 CHINEN515 5AN JOSE SAN J05E JUNIIPER 18-21' 5PD 3 GAL CONT FULL AND DENSE SHREDDED BARK MULCH. 1-29-04 PER 51TE PLN. 32 LO LI61.15TRUM OVALIFOLIUM CALIFORNIA PRIVET 3-4' HT. 545 FULL, WELL BRANCHED 7-12-05 PER 51TE PLN. s 51 MP MYRICA PEN5YLAVNIGA BAYBERRY 2-21/2' HT 54B FULL, WELL BRANCHED 5. ALL TREES TO BE PLANTED AND STAKED AS PER DETAIL. 10 PM PINUS MUGHO MUGHO PINE 18-24" 51 3 GAL CONT FULL AND DENSE 24 56 5PIREA GOLD FLAME GOLD FLAME SPIREA 18-24" HT 3 GAL CONT FULL, WELL BRANCHED 6. ALL PLANT MATERIALS TO BE GUARENTIED FOR A PERIOD OF ONE YEAR AFTER CIVIL ENGINEERS/SURVEYORS/PLANNERS 61 TD TAXUS MEDIA DENSIFORMUS DEN5EFORM YEW 18-24" SPD 545 FULL AND DENSE PLANTING. 175A Commerce Drive, Hauppauge, NY 11788 1. IF ANY DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN TEL 631/435-1111 FAX 631/435-1022 NOTE: ALL LANDSCAPE AND LAWN AREAS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. SHALL GOVERN, www.bbvpacom g S. ALL PLANT MATERIALS ARE TO BE MAINTAINED WITH FERTILIZER AND OTHER a REQUIRED MATERIALS TO MAINTAIN A NEAT AND HEALTHY APPEARANCE. m L�tC OF NEW 1. ALL PLANT MATERIALS ARE TO BE IRRIGATED WITH A DRIP IRRIGATION SYSTEM. w"'O ; + CLIFFSIDE RESORT O.ALL PLANTS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE * ; APPLICANT. GRAPHIC SCALE GREENPORT nry6 o- TOWN OF SOUTHOLD SUFFOLK COUNTY NY do o ,5 d0 60 120 x"1, N u1 3 4AN CARE+ SHEET x c FEETLANDSCAPE 4' 1 inchh = 30 :t. PLAN OF ALIERAIHHl OF 1N79%WMT,ENCEPT OY `a A{M£NRD PMYESSICNA FNGNfFR M ACCORDANCE MW SEDDON 7209 OF NYS E II MR I9 WECA 0 .wo ae.tt,,A DESIGNED BY DRAO BY CHEMED BY BALE SCALE PROJECT NO. LAIR g WI/ WI/ 11/27/00 1" = 30' A000446 J WHN VIEW VI / _ - EROSION CONTROL LEGEND _ N 3'3x' 52 E LONG ISLAND SOUND N 33;32, �� 31,8g•3� f + N 34b123, — 33.44' f N 23.16'20' E N AREA REQUIRING EROSION CONTROL BLANKET - 53-44- 34.04�w E N 22'38'28' E N 223.26 E N 2425' 50.22' 53.26' 57.8 STABIL/ZED CON57RUC77ON ENTRANCE.• I�• '1 \ _ - - - - - - - - - __-,.t-- x.° + -o-I- 5/LT FENCE: o \ _ - - - - - - - - - - - 72 DROP INLET PROTECTION 71 CURB INLET PROTEC770N.• q--p `—\ As°OASNOWN'PON C0.1STA LRER05/ON HA Z a \ \\ \ \ \ \ \ \ \ \ \ / / \ \ HAY BALES O AREAMAP. rO ✓F SO✓WO(O \ \ /� �` \ ,�1� / \ SHEET rz 149 NO \ / • \ \ \ \ / / 2g\ PRZPos5Efpp +'. ]r -Sra \ \ \ \ l \ \ / / / / -«^ I _• \ x,= \ / \ // / T \ \ (SEE srA/RwAr / 7 \ / / • / OP LPSL✓FF LINE (SEE PERMIT APPG2#nON SU OEIEFMIN rJPOGRAPNIC \ pFEPAREO 6Y ]HE LANa�9E 0 l / sureuEr CArE.A� ii,,2691 _ \ Fina / L. / / ° \ (AS A"CF BY WE TOMW�/RUs]EEs av it/za/✓IT / N EROSION CONTROL NOTES 13 Ary►` I,Q;�'o �.-.` —`�, �,,. ' ,,; w�, \ ® 4 \+� \ / \ / L / / —\ 2� \ \ _ S""'°IRE J\ ® ® 00 \ ;J•.�.• '^ swraRGYMG'wN a access Fore FireE \ \ \ \ / / / 1. ALL DISTURBED AREAS TO BE SEEDED OR STABILIZED ACCORDING TO THE FOLLOWING: L BUILDING � 1�' "� �. , \ \ x.. \ I I / Ilkfe UNL75 5 5 re [ °• + \ \ A. TEMPORARILY DISTURBED AREAS (LESS THAN 12 MON7NS) TO BE HYDROSEEDED AS FOLLOWS- kw cTir4wnsn° l •J J I I / '^ •— 1 /� \ \ \ / / / / / / / AUGUST 7 TD NOVEMBER 1 A S / / MDR res 1 / ,°#r' \ / / , . „p ••• +/ +\ +„x —��'e °•, I \ \ / / / / RYE - 2 BUSHELS PER ACRE OR -.TF U1095rRUCrEO ACCESS FOR FIRE WN7ER CIA 75 - 3 BUSHES PER ACRE t 5215 0 / 1 / / x x ` FICNPN6 POFPOSES NOVEMBER 7 TO MARCH 1 \ / �• / MSNNC FOUNOAnONs MULCH W97N 2 )DNS OF STRAW PER ACRE AND ANCHOR MULCH 1 +� ats / MARCH 170 MAY 1 s , wA>ER. • / / DOMES77C RYE CRASS - 20 LBS. PER ACRE OR Jam. SPR/NG OA 75 - 3 BUSHELS PER ACRE \ .�� Li{q � . 6� ®® '® ® _-'-x• ' '� / \ / // +N. MAY 1 TO AUGUST 1 , '• SUNDANCRASS - 30 TO 50 LBS. PER ACRE OR MILLET — 30 TO 40 LBS PER ACRE \ 11 II • 44 z� + n Je 1\\A / „e S q c azs✓ :UITa x \ \ °° x x x x \ \ 8 e N ^ ®® l(!•+x., / / / / / / \ \ LIME AND FER77UZER TO BE APPLIED AS NECESSARY. 11 5J5 �\ 1..26Jzec rW 45101 4 / ' _ Rl L a ., v X J99J !• 52 \ JJO / \ i \ 'tF: VA I 1 / 1 I � tld "•.. J � F \ �; ,� ' + � Jag � r, / / / \ B. WHERE FINAL GRADE /S ACHIEVED , THE AREA /S TO BE HYDROSEEOED AS FOLLOWS (OR OTHER APPROVED MIX): 44J 2� i ix° t°xx BC J995 \ \sERTi E� 40 \ ( �\, �� c ' ,,�', !—' 1 1. \ y, . , r�J / / \ SEED TO BE APPLIED AT A RATE OF 5 LBS. PER 1,000 SF. ” • 1 1 1 \ c c L' q ' B ec�o+s ".� l \v .yl$ \ • Js ss ' $ P° +c. ' r. ! / / \ 70X TALL FESCUES . r 2°X PERENNIAL RYE'CRASS (FOR QUICK GERM/ (A770N) }J } 1 TC +1 ) lOX KENTUCKY BLUEGRASS (FOR KN/77/NG c f + Bc+ J> 1•SERVICE P J6 y \ r°v y_ �.= 3s Y^ / / \ LIME AND FER77UZER TO BE APPLIED AND WORKED INTO RHE TOP 7NREE INCHES OF RHE SE AS FOLLOWS:• / 44 rc�fi x° \ `� LIMESTDNE TO BE ADDED ONLY/F A SOIL TEST INDICATES A pH BELOW SO IF NECESSARY, PULVERIZED LIMESTONE 9�J990 ® Y' rl 4l 3Z TSA' C J99 44 \ s\ \ - s U°�'?,cfic o / SHOULD BE APPLIED AT RATE OF 50 LBS: PER 1000 SQUARE FEET. FER77LIZER TO BE APPLIED AT A RATE OF 500 LBS PER ACRE. 60.-2 BC c_ai?6] a / MULCH ALL SEEDED AREAS WITH SMALL GRAIN STRAW (RYE, MARSH HAY OR WHEAT / / / / \ 'I'' + > 1 `" 1 rc 44.m + 4� �°' B C_ \ / / 0 - - - / OR REGULAR HAY AT A RATE OF 1.5 70 2 TONS PER ACRE AND ANCHOR. qqq c<+ a r / !'WATER ,per 10, 79]s i \ \ STRAW MAY BE REMOVED AFTER THREE WEEKS. BC Jb9O H-e'O J9.1 5 $EE NOr£ �- / \ / / / ,.��• / / J ®® rl 11 15 r5 I ;a,6 @ /LO/NG gg \ \ \ go - _ eC Ja 9O e g P / _ \\ / + \ �,� GRASS AREAS TO MAINTAINED AT A HEIGHT OF BETWEEN TWO AND THREE INCHES TO PREVENT WEED /NFESTA77ON. 2. EROS/ON CONTROL BLANKET (NORTH AMER/CAN GREEN S7RAW EROSION CONTROL BLANKET S75 OR APPROVED EQUAL) BW 4Si0 45 J5 5 11 TO BE INSTALLED ON ALL FIN/HED SLOPES GREATER THAN 1°X (/N LIEU OF MULCH) OR HHERE /ND/CA TED, INSTALL AS PER / ❑T/ / I+ \ MANUFACTURERS /N57RUCTIONS STAKE WITH 2'X2^ STAKES 4' C.C. 7HROUG/OUT. � °�" + •a, \ BUILDING / / / I a O/ } ,z 1 c \ 72 Up7� / E--- / /�� / / J. INSTALL STABIL/ZED CONSTRUCTION ENTRANCE AT ACCES PO/NT (INTI/CA]ED) PR/OR 70 CRA°/NG, SEE DETA/L THIS SHEET. 4 / / • rC 4545 PC 4610 ® mrC 46 T6 .. •� " \ / Lr 0 3 rficcir so O Bc 4191 \ 4 \\ A INSTALLA776VV OF SILT FENCE 70 BE RECESSED A MIN. OF 6' WHERE INDICATED PR/OR TO GRADING \ / / w�A• \ / BC 2 O 1 m,x° ^G I ,C 46 b5260 r .B'TT TC}JJO 51T . -A " 4546 \ 1 U r 4662 6C;; C 4 >z B a>z✓x.41 A-20 . " " o,a ' u u c u °c a1 / / 5. ALL METHODS AND MATER/ALS USED FOR STABlUZA71OIJ AND EROS/ON CONTROL 4155 c+6 Jz A-J r ,,,, SHALL CONFORM TO THE STANDARDS AND SPECIRCA TIONS OF THE TOWN OF SOUTHOLD 0 °� 1 \ AND THE NEW YORK STATE GU/DEL/NES FOR URBAN EROS/ON AND SEDIMENT CONTROL, O rc 1x16 c c cYc sr z9 ec s5.oe d d � / n so fib q rc 4]a -� +,v. \ cwa Ja— rCJOfib 46 BC 16]/ SqD y� \ 'll \ \ / 9c 4+66 / 1 $ \ ro so,✓ c 4]Jc 819bO '^�'°/ \ \\ \ 6. DISTURBED AREAS HALL BE STABILIZED AT A SLOPE OF NOT GREATER THAN 1 ON J. �\ y0 BC 1969 � a 3A aro \ 4 48 '1 l�o,>• M11 I m 50 PAs 96 $ B04e J4 48 \ \ 7. ALL UNPAVED ROADS USED DURING CONSTRUCTION SHALL BE TREATED WITH CALCIUM CHLOR/DE Acr sY9z rear m +� Pur 996 a OR OTHER APPROVED MATER/ALS TO CONTROL DUST / �• \\ n x \ / ) �V^�� x y� I 1 ACT 4166 \ \ \ ���I�L.�1�69�IV�Y� rC 51.05' • °4y ' �\ \ ' \ / B� Cib 4/ \ k'YV^1^v Y�+` +'_' / +•__ _ x 8. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY SWAGES, BERMS POND/NG AREAS OR J 1 +«, \ '"!+ ]. r , fi,Rsr,�r- e /,:,•, - - I \ \ \ OTHER MEANS REQUIRED TO CONTAIN ON-5/7F DRAINAGE. THESE METHODS SHALL BE USED i \"°F ,,,, —b•w 1 rssr s°Rmc `�"",� !� / c sa iJ 1 ' �s L- r' \ \ PR/OR TO THE INSTALLA TION OF AND IN CONJUNC7708 WITH PERMANENT ON-SITE DRAINAGE. TBcc55121 m SLee l \ _ - -�-� DISCHARGE OF RUNOFF ONTO ADJACENT ROADS OR PROPER77ES /S PROHIBITED. ,.n " •��,� a` / \ �� Bc 1x21 e,4} + +•••\ / \ ..e 5' - ` •� •7 e• S 19.33 39 W 1 172 / / / 9. ALL DRAINAGE STRUCTURES (ON-5/7F AND ADJACENT TO 97E) SHALL BE CLEANED OF ALL SILT \ \ / �!^_• " " "�� ' a ----- +.t+-Imo'-"..' ',r'G4r - _ ._ _ - - _A_'��"_"_A_" J rc s Js , , , rc sJ 6 T" y7� •f'• rc s ss \ - - / / AND DEBRIS /MMED/A7FLY UPON COMPLETION OF COA/S7RUC7TOIJ. STRAW BALE BARRIERS SHALL "--- �°•+ _ "y LLye ec sz os ec s'r MAINTAINED DURING_ BE PRONDED AT/NLE'TS AND MA/ CONSIRUC770N, SEE DETAIL_-�•-R.�'s IS SHEET. w =:v= v ° v:,.:'w • Z�� / �- 47 l w yti " ° Bc sz oo T =°_° ...+ 10. THE CONTRACTOR HALL MAINTAIN ALL £ROS/OIJ CONTROL MEASURES DURING CONSTRUCTION, AND �• ��°�`^�^'` °° AND HALO INSPECT AND REPAIR MEASURES AS NECESSARY ON A REGULAR BASYS. N/Rf FL7JpNG WIRED G44 WOOD POST _�, � / � / � ,.,x / TI / wb T��, �,�,,,.°w .. a / +,,, STAPLED TOPOST _o., ��+•,«— / / (14-1/2 GA.A., 6X6'MESH) 11. CLEAR/NG SHALL BE LIMITED TO )HOSE AREAS CURRENTLY UNDER CONSTRUCTION. RHE CON7RACTOR +'� . _�_,x x srA�/an cxwsnwcmw - qua / „7® SHALL MINIM12F THE EX7EH7 OF CLEARING WHEP,E POSSIBLE. ALL ]BEES INDICATED ON THE PLANS 70 _ REMAIN SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL INSTALL FX TER FABRIC W " - °„ °" ," ,„ -G CONS7RUC770N FENCE AROUND TREES TO REMAIN PRIOR TO ANY CLEARING OR GRADING. (M/RAF'1 14QY OR APPROVED EQUAL) ° +•,,_ "" °" °" " °^ °" °"- `m-°" °" °" °" a °" "" °"—"" ATTACHED 70 WIRE FENCNG, +.,•x TOP AND AID CED S4ECAONO NORTH ROAD (C.R. 48) + ���� 12 AS SOCN AS DISTURBED POSSIBAS LE AFTER D157UR ANCE TO BE SrABILIZED£ � TA770N (OR OTHER MEASURES CALLED FOR /N THIS PLAN) GRAPHIC SCALE 13. AT THE END OF EACH WORKING DAY, x D le w eO 720 THE CONSTRUCTION ENTRANCE SHALL BE SWEPT CLEAN TO ENSURE NO DEBRIS OR SEDIMENT LEAVES THE SITE. ALL h ANY SOIL AND DEBRIAND S COLLE07EDTROL CSHALL BEALL HE REMOVEDO ENSURE THE INSPECTED. E; C77 NESSREPAIRED AS NECESSARY AND SOIL AND DEBRIS SHALL BE DISPOSED OF AT A PROPER LOCA DON. ( IN FEET ) 6X6' 7RENLYl 1 inch = 90 f! 1q, AFTER ALL WORK IS COMPLETE ALL EXCESS SOILS, DEBRIS ETC, SHALL BE REMOVED FROM THE SITE. Ilillll\_ _ 0 15. ALL STOCKPILES OF SOIL ANDI OR DEBRIS HALL BE CONTAINED WITH A S/LT FENCE, ,_Il - - �• 16 ALL TEMPORARY DISTURBED AREAS LEFT UNVEG TATED FOR MORE THAN J MONTHS MUST BE STABILIZED =1 L-L=111= �= WT7H SEED MIXES AS ST47ED /N N07F No 1. m-n I-I I I�a:ul;•I GRADE — COMPACTED BACKFILL IZ I1- p 2'X 2'STAKES (TWD EACY BALE) FENCE AND FABRIC 70 �o EX7END INTO TRENCH & D/ND HIRE OR STRAWBALES TWINE(7)PJ CaWPAMED DRAINAGE/NLEr SECTION SALWFIIL rye) ADE 50' MIN \Ilk TAX MAP NO. DISTRICT 7000, SECTION 4% BLOCK EXISTING 3•_D- EA7571NG i Barrett, 'Z7 1 FLOW IOWA TO BE ANGLED GROUIND PAVEMENT - 4/9/01 TOWN CIONS Barretl7 LJQnaCCI +y +j ENAROSLOPEIN REVISIONS DRAINAGE CHANNELS `F7 77B9VCN BOTTOM OF ORA/NAGE 7/9/01 REI! ENTRANCE & VanWeele P.C. ' CHANNEL OR SLOPE FIG7ER MOUNTABLE BERM 1/7/02 8061 @ d• C • 7 2'STTLWE OR �E 71202 CLOTH (OPTIONAL) $ cS.-LT % REFRCE MAIN RECYaM COVCRE7E l0 US 6/4/OJ HC PARK/NG 50' ,WIN. +� L j7joJ SENs H,1D. coMMENTs GEE TRMNT T CIVIL ENGINEERS/SURVEYORS/PLANNERS (>1p1 4/23/04 WATER SER NCE 175A Commerce Drive, Hauppauge, NY 11788 PLAN �. ORMNAGE INLET 7/2/04 SEWAGE 7AMNT PLNT TEL 631/435-1111 FAX 631/435-1022 2 Pos7s (TIP) FLOW Flow www.bbvpc.com `EWSTING HAYVLES Amended Site Plan for ` °""° P"IJ SILT ZE-1CLIFFSIDE RESORT 2 E OFA, m 5� v P GREENPORT o l0"M/N. OR MATCH 0 6'PENETRA 77CN INTO OR SLOPE CHANNEL ADTJAL£NT ROAD W/D7N PLAN o^ 3MwP\—BALES7V8FMT " s TOWN OF SOUTHOLD SUFFOLK COUNTY NY GROUND a (SEE sEcnoN) ELEE� !E yA,�Q� SrAKEs(7rP) 1OMA e SHEET .b NO TE.- (sEE'sEcnavJ (SEE SEDncw) 06 064 NOTE.- PERIODIC MAINTENANCE/S REQUIRED AS NEEDED TO MAINTENANCE 70 INCLUDE PER/OD/C TO' 10' MIN. ELEVATION `` 11 AL1'NS� EROSIONCONTROL 5 5 REMOVE ACCUMULATED MATER/ALS AND REPAIR FENCE. REQUIRED. W IH ADO/AONAL STAVE AS 3 PLAN OF SILT FENCE DETAIL STABILIZED CONSTRUCTION ENTRANCE STRAW BALE BARRIER AT INLETS LIERA➢GNOErMSWWON7209CEP,RY 7 A LICENSEO PROFESSIONAL ENGINEER IN ACCORDANCE YAM SECi1CN SE CF NVS EOUCq CON LAW, IS ILLEGAL ® e000 nv.,rs N.T.SNTS N.T.S o MINED BY ORAIVN BY CHECREO BY BATE SCALE PROJECT N0. LAI: EROSION JE JE ,7y . f0/1B/00 1"=J0' VIEM EROSION G,(�y A000446 - -IL i ISI hh � N � p¢S5 I� gqLNLy�Im 2 � nj �J J n"i"1 EDN poi^ 9 mJ a J �m +m m +NL.�W mm N mw vi2 m m p ^ hN F '� NONW li Cli w�ON "�' .IN. QjJ w 6WmibN w N a:� I N M312 r; m "II rW iQtl��� Rx g p o 2 g = $Mye3�Ay fxr TING cRAa£ 9 �1 «2 w w w w '.�^5^S,.Nj Np Np p �Lj Ttp O m 2222 w w w w " m mho 2 2 50 50 w � w +p yj �j n� �j LQi 50 mm V w p + v V tics N+ I m2 2 / w Ny w 3 2 N N N j j MN T` 2 g NJ ap s .�' m 2222 EXlSnNG WATER MAIN y6L cN"�N j n j 2 j j 5o $1'fMm`� w w c N � + 33W W +NW W NW W � I "dm22 Sys 32 / mm a�h�N pus mal T^�222 Mwi N �SyS gni wNK � m uim 2222 al R� Na N�k m EMS NG L7UDE � _ � " m�"W3 pNW�N a:22 = CIm22 �p N o3h� y 1PR 2222ADE p ,� &W31NU GRACE INtlm ADE EATSDNG GRADE rip EXISTING GRADE77NNtl� PROPOSED GRACE 77 O 1.31X LGRAOEO 5 5 @' 18 PVC +V +U p 40 ) 40 50 p G 40 83 /FO 'F PROPOSEGRAS GRADE pyC 2oLFoa O 6816 B' SOR O� PROPOSED GRA 8' DR 18 Pt 17 TOP WATER IN w BO WATER MAIN FLEW Z 116' %a6O B LF Q EZf . 37,61 _-F-06378 BL +2I STA 2186 ^ `R g ,+,1 + &' 56 LF O a40 R J5 PVL" ST@COC UNIT 202 Ni 8 DR 1B Pl'U' 21 O 0.60 X8 @!OC E UNIT 706 O 0.60 44 L O 11 B' 35 PVC B' SDR 35 P w 2 2 2 2 N = STA 2+49 STA 64 BLDG UNIT 102 STA E U 106 M J " : w m G E UNIT E UNIT I ST 2+79 2 J I.�J „�J Frio m N TDP !8'DNIN BLDG f UNIT BLDG D UN/T 104 BLOC fJN/T 203 p N w N DATUM A!l.FV ECFV 319! 90,00 DATUM 00 DAT40. 0 1 DATUM BLDG E UN/T 205 DATUM ELEV 40.00 40.00 DATUM ELEV m 90.00 ,qI�� •� o p q p 90.00 •� pN v 2mr.� 01 MN ,oram mmN m� � wO p� p� N ^1 MWpj 1p ^ q h w N� � mO6 M"pi .A"Ni• ly.h F 'a� 'L:'�1 '!N 'G q a�O m F p m si O N N pN xpN01 N� N _Q a a� Via „^ :N erg I� w mV hh h ` F� h� nr h hh hh h " M5 'F Wi "5 ^i Vmj � fir. 8 F •F 0+41 1+W 2+W 7+67 0+00 1+00 7+72 2+W 3+003+10 0+00 0+56 1+72 2+00 2+9J 1+72 2+00 2+@8 0+41 7+W 2+00 3+00 3+41 SMH-2 TO SMH-2C SMH-2 TO SMH-2E PUMP REFER T STATION O SHEET 7 FOR FILTOE OF FDSMRCE AH-5 SMH5 TO SMH6 (EXIST.) SMH-4 TO SMH-4A SMH-4 TO SMH-4B SANITARY SEWER PROFILES GENETaAL NOTEB SCALE: 1"=4Q' HORZ. TEST BORNG DATA L Cmtroctor shall be rospona/6/e for the securing of d/ neroaswy, 1"=4 VERT. permits pNw to commencing work. } I > / \ / SURVEY DATE „Y)L'1I54"001 \ ` .._. . .._.. .,. ..._ _..... ___ �� eft 2. The contractor Mall verlfy all underground oppurlenonces before \ \ vJ• 1 / + 39 oa \ }j0'3 / C / / 3z e \ \ \ LAM AMC WATER B MRAMWBAr& 211MO A AVA commencing work to mwro Proper p/arommt of proposed /aa6/fles. an-etre + 3850 \ \+ / / \`32� TEST SOiiNS N0. BN 7E8T BORNE NO. S-2 •1 Son/tory sewer pipe Mal/ be P.V.a SDR-35 unless ofherw/se noted. • .` h n � sea \ / I L 4. A// maM /Me sewer Md/ be eight (B) MM dkxnetw P.V.a All V i In E[EY 507t ELev. ileo pause connectfians, shall be Me (8) Inch sed areas with few than 4 tbet of Dodwr shall beanistaG lles 18. II / ' N / +39/50 3 ` ,'• \ / I / \ \ aeOW SAND LOAMY, nNE, FER) 20• P B- .f�L u, 59¢ k', \ .3 EDP a'BROWWrmM 4'GRAYSLIY zo• AA Water Main Protection- The mlnknum horizmtal clearance between a 10q =-3` 1 WA7EN ,- ' +\ \ - al,y �- SAND AN 5x GRA sr son/tory as and wate' man /s 10 feet. The mM/mum Tort/ca/ El- CS TYP :_ '49 54a \ CRAY SAND SOME SL IS COARSE M 20• dewOBCe belWeen a san/tory Sewer and water main /a 18 MMes. B-208 ( ) \ \ \ \ BROWN Mt FY SAMA RIFE 52` GRA lE4 r20' MEDIUM m RIFE, 152`ORA KL NET, (SW) 8-'102 oIN EL � � �'�� � � --� / \ °34 \ ISE) 6. House connections Mal/ be Installed as Mown. A SIBI County B-202 ', \ / / \ GREY/BROW SIND, COARSE To MEDIUM Standard c/eon-out Mal/ be installed as dMected when length of \ \ TD RIFE 10x GRATEL WEr 6'0 how" cmnectim exceeds 10'0 feet and at bands ext," 2J HOUR I BUILDING r `• ,,, /BE R movEDSTRUCT�RE degrees. +s 4 91-09 UI 38.75 d BE REMOFED V lNl! J . LDIN r. B- 38 /'F 62 2.OR" _ } � � as 5 as.J / ' WAS SERWIC -A) G L 16 UNI G r•B -2 18 PVL' ail+ \ + \ //'1 -- 7. Owner w6/ enlor Into on agreement with SCWA (or rdonfenonce of hydrants }4¢6 FF 44.43, a +dJ;j \ ^ +°4 s \ \ BROWN SAMA MEDIUM TO RA✓E, IIx CREY/BROWN SAN°, MEDIUM RI RIFE GRAVEL Masr a0� 20l oea TEL WEr a0� 6 Heat/ng w9/ be app//ed by electric w gas aystans i/th no proNs/ona for Q CONNECT POOL �,L / 7 @OT. GRAIN 27.86 q7 LF ® S 509 1 aa.2 REO/BRO0 SAND/]RAI II,I FINE REDDISH BROWN SAND SOME SU$ make-up Water. P fi /M I / IT1P WATER 26.36 �s J I I \ \ N1w CRA 5 20 MEDIUM ]U RNf. .fOx GRA&L SW 2'0 $ ( / BACKWASH LIN ' B , /\/ eo EXISTING .fD.O AT ONS FOR BUILDINGS B & C 7B" Pvc N 03 \: r,. BRoxov SAND, MEDIUM T sx aa• GpL�4L NOTES - BANTAFIY/9EWEA8 13 I / / TO DRYI4ECL p_V� ) I B-106 \ I R/M ' \ ORAW4 Masr GRA t21, NET / R T E REMOVED �'°52 I a0' BROW SANG, MEMUM r0 RIFE, I5x / 4) 1 + 8-206 `1 / 47,0' BRO CRUSHEDnN N5XWG4AlEL DARK CLAY 4ERwY R,IL 77Y VIFE SI No DAM SMF 20' ' +I , I �AY \ RD-T RD_2 \ \ \ APPROX/MATE / .. \ aoe L ¢2,¢ � � \ � W � BROW SAND, MEDIUM Rl RINE NEr a0' 1). DARK GRAY SAND, f]NE, N£T a0• L NO construction Moll eommenro until the fd/oWMg eondltlona oro met: TI 0' \CLEAR/NG LIMIrg / -) ` -~ 4243 I / -W \ /;� \ A. The owner, engMew and contractor attend a pro-constructkn meeting / \ ) B- =z ,f(/A{ .qq. , 52.1 RIM ! BROW Sser aR MEDIUM �� IUM w DARK CRAY SGTY 5,1N0, TRACE OF WRh Department of Public Works Moresentailm.. B" T 1 GW) 2'01 CLAD WRY ANE ICI a4A lEL (SNI 20' Dpp 9 \ 1 X O RIM ] \ NE As a0• DARK BROW SAND, FINE NET a0' B. An Approwl to construct by SUFFOLK COUNTY DEPARTMENT Loc l 4100 / 201 U' J i \ _ K-T 3155 \ GRA 4EY, NET �� HEALTH SERWCES (SCOHS) hos bean Fero/Ind. 42 43 Z U O l� WAILY� BROW SAND TRACE SL 7S COARSE '/O N0 RECOLERv z°' 2'0 C fie Owner or his/her reprasentatim has not/Aad the SCCHS In writ/ng _ - �� 6� , 5 0 Nf.E MEDIUM ]D ANE JOx BRA (SW \I• 1 B-T RIM ` \ _j'' of his Intention to commence eonstmcbm and he/Me Md/ submit an 4473 '� 50- B- .QB- 41 00 } L.\ A \ BROW SAND, MEDIUM 10 ANE 5x ao' accurate schedule of antk/gated work progress at least 14 calendar \ ( E_3 2' + 42. 208 al +3 /EST BORING \ x; CST C� Tp4 q �-1 �A days pNw to actual commencement date. /f tar any maser construction } \ NO. B-J �3 C� Q2 20 ! sz el, BROW SANDY CMM RNE (W) 20' /s tampwarily suspended, a written notice of same shall be transmitted \ \ 8 202 to hs together w1th IWlttei noflro of recommencement ra constructiontion T°I' rouND ,v°REcoTERr a°' SCON le t roNsed progress days eduleprior to a be transmitted to the �V � �G J /ISI � �( BROW SANG, SOME SCIS RIFE 0.T rs0' SCOHS at /east throe (J) Work days pNw to actual roCOmmencemernt date. �,(� L- .p \ -- +41 43 O . ,.� \ A ' I ONSE Ca•/N wT p$ y, p �\ ORA R GRAY CLAF RA4C V IY SAND, VERY 20• $$�S \ 31 VV J59J Q �20g it it FINE (sc) O. The owner and/or contractor hos Aled a// naceuwy app//cations with 44 23 '2. 2, a 47. 1 x Z J-2T,I .;�? ,;, �� NYSDEC, the Suffolk Canty Department of Health SxNcas, SCOHS; TW 44.00 • , U BLDG C' ( DARK BROW SAND, RIFE WET a0' D'IV f�� -I the low/ town and has obtaInad all neceasory, opproTn/a 16 •V/� J '�a,.z I I * F (/♦♦ V \ I 44 38 O 'V/7` �" a DARK BROW SL>Y SAN05 (RACE w 2°, PROPOSED \ \ p`r e 41 9 S CMY), FINf, )OI CRAl2Y. (SMJ y A// ll confirm m/p and la materials r for xwer construct/err Included in this pro)aef PUMP STATpfjyl(p $TAD \ C,\ 03 3 Mol/ cmfem tti the cotes! hof all rrnwta is and SLCHS Spec/Acat/ma for 1 1 iT 4o.as ) \ STA 0+21 \ • 2Q NO WA TER WARD?Ar PERCHED NO WATER ENCOUNTERED $ewer where ccNm s exist et ee the co and addenda is an . /n al/ •#x'80 WATER AT r0' Cases where conA/Cts exist between the contract documents and the latest 44 50+ ;•` �i \ J �1 i� l\- 32}14 42� 39 93 4• C� j ( roWs/wa of the Spx/Acot/ons for Sewer Conatroctkxb the /nteprotatlon _ �z44.28 Rl L xx Y-X 9a,J tis and m//n9s of the SCOHS shall be bind/ng. TW 4 .40 4 `•�2- �, 4330 • + C� 39.93 N corpora!/on of on mater/d w c4 C� W O •1 PrAw to the In y equ/pmwf Into the work ATn BW 41.40 / / , X4.3 ;� J �\ F-1 \ j ',� i-cp\TOT. c ' L,` 70g 1 (y �' �+ (5) copses of Mop drowlhg; catalog wtA charocter/stic cWI test U U X \ 2p TEST BOFJM NO. B-3 y 40 1 2p6 7 results performance data, etc. as shall by SCOte Mal/ be work Usti to the .,g (� G SWHS; No materia/ or egdpMalt Mo/l Bncoraaotad Into the work until d/ } 3g,g3+ 4 �C 4 ' REV aces py,+i ? required submit!°/a era reWewed and opprowd M Writ/ng, by the SLnHS lY �f LSA I I \ • • \� oo .• 'Y� E TO 4J 36 a" / A l+B �026Qt• TO 40.95 \ ,4Op • PVC �G •sfi n-F/ �((� WSANMEDIUM I (Sw? nrvE n 40, F Q S 4' anal!l.5 wr�rn!/y below b laid a niln/or used distanct of iaO' horizontally 50 t" a> 2 1 @ BC 40.45 \ \ . \ 1 .4 -/- c .a / / Y,g Y ACK 9� RI 42.7 SCR J5 p r4y' y_3 " + 39. B W W TLAND I 1 5. 5 "T 7 r Be OZ86 IN SE OB H- .. v�Y x T i.4 li£ O y G G fY U _ �/ Y 5. The contractor Mal/ fum/M and Inn6tdl °n underground markMg tape along 6' a/. TO /N NE J .9f I 07 NY2y0, t POOLHOUSE\IgP BC 4q . /Y 1' WATER O BROW SANG. MEDIUM nJ FME, SOI Q q Q spec/Acatkns for same. pC OF .4s;fi', BOT. SAA:�T4.96 U YlY- ao' w Ty '� ail sewer lMes, force mains and Norse cannectlms M accordance with S'WHS 1 \ ++a.2 �j _ \ •o \ 0 +>TC 43 0 (TYP,) ^� SMIH�2 71'Aa ORA/N J1�4 �'. Z Z N Y^ •jV`rV _ \ C•`T T _/ ° BROW SAND, MEDIUM Rl EINE Sx (J J �` /) V 6, The contractor Mol/ determine the exact /ocat/w and deinlcar of err/sting o-TC 4.2 Be 4252 h STA 0+ O U O / 20• �-' A utilities /ndudli existing sewers b Recd inmull atlon. The contractor I / L�4 \�. W Z T 3s 80 rt; 8 / GRATE[. (ser) i ( 9 9 ) Y 9 9Y Wj q g \ pp aa MM 39.07 Z / • , + 2 777333 CJ Is responsible to propose the adequacy of all existing sewers to accept U7 fi \ � C 39.30- ' B f 3JJ qY > > �O \• BOT SAN. 3832 /NV SW J40B TC 378 210 39,9 BROW SANA MEDIUM n1 FINE, IIx a0• connect/an of the proposed work. fie fng/neor Mol/ be not/fled of any TIN1 4 40 <' Oil T�2 / ' 1 B TOP WATER 36.@2 p61 p /NV NE 32.39 �4 BC 373 O 0. OX B' ( g 4{7 c c \ GRA4E4 NEr .( cmAlcts between existing ublIt/es and of any Inadequacy of the ex/sfing o G �/ c 1� 6 OR 78 PVC c w u I Til BW/39.4D /NV SE JJ 69 \ \ Y\ \ L ui A � saw l/nes to propmfy accept proposed connectcans and flows. ),/�, V• ; 382 /"� �\ •SSS ,9 �\\/ p t h 4.se fn p \ \ e iJ it fyn� Q 2 Ou T WATER M F \ G-3 + � � \ ( TOP 0R� J�91 � ` o q'D, ����y++• 7. /t is the reapons/66/ty of the Owner to restore ail woes disturbed by his \ O MAI AS REWIRED G-2 +fi z \ ( / 4 / BROW SAND, MEDIUM 7o IRNE, SI rzo• 7 N work to the Condit/an as before the work cwnmenced. LP 4 \ GRAYM (ser) O Du B During crostmctlm, o reprosmtat/W of SY:CHS must be present to obaervn and HW N. 1 ,fi SEE OfILE \ TEST BORING J 0 ri \ 1 / i exam/ne the wwkmanMlp and materials being hiamporated Into the pro)ecL \ /NV .46 I NO. @-2. x O BIC 36.80 / LOG ' G-i G-5 TT The OlstNcf shall be the sale Alydge as to whether the ts. At any O r O` _ O+BS roon Nded /s In tom /once with artmwtol ro uhemente. At an time during �G p` 70`� } IN D A +61 ..7 0, P W �P 9 Y \ eysa' TC' 44y8s sh, pp p the cauree of eonstroct/an that Me waft /s deemed unacceptable, a stop work 457 BC 44.391 T 2p 49° i*4 /NV E 345 /' WATER � � O ua D � y / I 1' WATER �4g 3435 C 3740 H 6 T '39.75 / (� RlM 41 W y, W order w/// l homed one te work performed he S the /swop ve oro m ®'' •q SERWCE 39.2 /NV SW.1x I W order shall not be accepted w o rorod b the SY.bHS unapproved work and/a, / I 2B r \ b• HW CCWN. � � (TYP.) BC 36 90 0 N-5 � �' � PP Y as,° r + I STA 2+61 r 4) ® INV 2B TYP. W \ ( aD. botbres Mo/l be removed and replawork wi b the sled. ctlon of the SCDHS 20 45 15 RIM 4440 r 0,-107 OG 41 TC 38.40 ' / + BROW SAND, RIFE lox GTdA TEL, wEr behxe approve/ to recommence work ail/ be granted. 13 INV SW J9.12 46.76 2 �LQ O� 104 BOT. WATER 37.61 BC 37 90 \ + 68 UN/TS X ISO OPD zz 10,200 GPD Q / r 07 20 IDP SAN. 36.11 \ (� / / BROW SAND/CRA4EL arrvE m 2°, ngp0 ,g B. l7(y4ET4E17E) 9. fie owner and his controclor(e) Mo// be responsible for maintaining, the 4 TIMBER RETAINING WALL INV N£ J695 r 12 •f^es „ 4( ,,`? q pq TO 1.97 '� MMUM, 602`GRA TEL Ma ST, cw) ( construct/on site M a safe non-hazardws awalim d/ In accordance with Q p\ RF U� V n v \ Y � \� I 1 MANAGERS APARTMENT(650 SF): 225 GPD the ukwmenfs of the New York State Department of Labor, OSHA and o// �• WITH FENCE (SEE DETAIL) I (� 41 47 / P• ` req eP TO 45 54� 0 1p s TS N' / BROW SANA nI 10x'SRATEL a0' 0.`F/W' 354 • x 0.06 GPC/x o 21 CPD other agencies hating APrlsdietim. Unless otherwhe approved /n writing by TW 45 40 •9"gY C 45 14 r �2p2 Q�'68 45 29 $ \ POOL EQUIP. ROOT/.• 200 SF x Q04 GPD/SF = 8 GPD / W openSCOHSe the contractor Mal/ erect and maintain adequate fent/ng around all BW 4540 45 7p 47L' r 1 '+ -- 4480 99 > BROW GFA YEY SAND, COARSE ro 20, open axwVOfima. � �O $a E-7p3 PR � I � MEDIUM ronNE rSs cors,TEl4 Er, (cw) ICTAL FLOW !0,454 GPD 10, Fina/ row? Mall not be granted until all of he /dcowing / I n E-70 45.2 / / ' I } BROW SANG. MEDIUM /0 RIFE 52` a0• aPp 4 a / ORA W1 raqulremenfe oro fu/Ailed to the sot/s/ac!/m of the SLbii3• 5.57 + PROP. THRUST r 503 0 \ E_ + 495 4550 3 BLOC( (TYR.) � o^7 + � \ B LD1 Zoe / � / �Q�� G I C 45 17 r O�' O^2 3 Q HW N. cal NG "Er' ail.+ / / esu +9.° NO RECOTERY 20' / TO 43 e0 BC of 44.67 SM 2 a U S �" (� UNIT$ t-y� / / / A. The aysmailam Ma// be quprosubjwed fa testing to Bent& A the adequacy st BIT,ant t7pR AR Ac Md/Nduo/ components and o/ the ororol/ system's ability to meet the ro kbe of the cad contract ODINS nd o acs g ' D-2 . V ® INV. 5b�7J'P. 12 � � eeoW sAIFv. RIFE sx'GRAVEL ao' BUILDINGS A,D,£ (12 UNITS) 6736 SF qa oppro eplmro testing / • / MANAGERS B,C (16 UN/75 9,400 SF Mol/ bellbepe of no cost to the SYNfIS and no acceptance T D� A' F OG T' - / A' / ) performed 7p \ IFF 53.2g \ BROW GRAVEL SAND. RINE, 50x MANAGERS APARTMENT 702 SF festa Mal/ be performed unless wltneaaed ll a duly he authorized O�2p6 E-TOT \ / 4 O rw Y9a GRATEL WEr, (ca) 2'0 ro the adequilmacy of the e Ito The ted an Mall ct the ode Alagecorrected as to Q \ \ to the adactim f he Rena foaled and defeels Mal/ be corrected to (Q TC 45 45 T�W I Tc 46.28 afb• • . � E-207 E-1 02 � `r \ / / 'J - NO WA/ER ENCOUNTERED the sotlsPoctlm of the SCOHS TC 45.00 BC 44.95 BC 4 .90 C 4578 GG50.68+ E-202 BC 44.50 TO 47.03 A-1 �) 51.2 • • E-105 Y EXISTING PROPOSED B. R roducilhle 'am-built' drowin s of he completed sewage OY BC-2 I BC 46.53 / / \ LEGEND eP 9 �' �r C1 E-206 E-106 5 - co/le d a system Mal/ be wbm/tfed to the SWH$ AS-0I u must be BC-.3 6 T 4682 TC 665 BC 4720 �i O 7C Sn 6R UUI E'206 ,e `A A A A A\ / signed and sealed by a duly I/tensed New Yor/r State Gmd SLrTroyor and TC 4550 I TC 4822 a o V U U x I \ CURB must supply a w/tob/b pwmmwt record of the exact /acotlm and Be 4772 �V A-2 U U ' • A A -} ehwtlm of eeww lines, structures, stubs, house cmnect/mA wyes / BC 4500 BC 44496 I C BC 4615 A-3 " ' 5129+ � Do \ SIDEWALK 0 TO 50.58 \{ \\ Y\ / / ::.1:.ii::'!.r.r v.:'..... and appurtenances. Alas-buts' Mall be prepared /n accordancestun with `/ GA ) BC 50.08 .. ............ ........... ' SCOHS standards for as-bout' drawings for saw conafinetlm And s, be Ink m my4or or equal droN/ng media, mkroAlm and/w digital, as S 26 CF ® 3779 (7Y�?) VALVE /TROP. HYDRANT (( TC 50.68 'TC.90, 46 (' 502 required 6 SCOH$ / 78" PVC / I ( •) ( OF 3) �) 'JO 4 76 LF P 0.60X a' $DR JS VL' O 7ryp STA 1+72 '3� C 4230 DRYWELL W/ INLET B y / TO 4516 / I TC 4 .71 1 }s°a `) RIM 50.30 TC 50 10 / \ a SL sub as--blit'record drawings of the completed sewage works Ma// B T Be 44.66 / BC 6. 1 TCI 4777 /NV SW 42.69 BC 49.60 be submltfed to SLYNS As-bu/its' must Include, but not be limited t0. e 4727 K) INV NW 4252 TO 51.08 J- ( \ ere \ site p/m, operafim and maintenance manuals, schematics and elementary APPR IRR/GAT/ON WELL LOCATION B 50.58 7- ((}},, \ drowbgs of MectNwl, mechanical and process systems. DrowMgs must (TO BE INCLUDED IN /RRIGA TION /NV NE 4.197 /-2 TC 49.39 I/ f �TJ� DRYWELL W/ MANHOLE COVER be signed and sealed by a New York State Licensed Professimal BC 48.89 TA 2+8 \ \ O Engineer, and must be Mk m my4ar w aqua/ drafting medla, microRlm SYSTEM DES/GN) ; _ARA ZIF PLANS BY / Q 7 and/w dlg/tal, as required by S'WHS 46' I I 48 \ -') NA}ZOR ENG/NEERINa AC _ I \J�iK BC 4934 TC 49 84 �/N�iS 8 BC 4786 \ / 50 + /Y \ / \ \ \ DRYWELL W/ CURB INLET O !1. Ail materia/ and methods of awstmctlm must comp/y with the Standards and SpeclAcatims of the SUFFOLK DEPARTMENT ac HEAL IN SERWCES: Y�P^ 3 y�y � I TO 510555.3 /:. r r BC 5a 55 Tw 69' MANHOLE • rc -6.91 \ �. �-Y�Y ' � �'� 52.11 _ TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 BC 46 47 Y r �y TC 49.88 J / 1 \ + I \ 50.7 _ Be 49.38 ^Y \ CATCH BASIN AJ61 + 923 / +453 a5° T y �y `yam Y� \ \ 9 r r T 1 r Y Y 'r Y Y Yom° 5� \ \ _ REVISIONS le P C } PROPOSED NEW EDGE OF PAVEMENT I \ STORM DRAIN D J Barrett, BOT1aCCI J I 1 aa'S REFER TO COUNTY OF SUFFOLK DPW y �y �y ( / H 50./ 5zs ser, GJ 1 GRADING & ALIGNMENT PLAN PROJECT y RPZ (N \ TEST BORING y�y -� (Y/ TO 1.2J TO 51.23 / \ ROOF DRAIN 7/2 029101 RFOIRC= MA/NEV f & VanWee , iB) RD _ \ No 5518 NOT OX 51 a ( Be 50.73 CLE�RING LIMITS / 8/2/02 REAR ORYWEYLS ENCL SURE \ N I TO 51,J q sfi t FORCE MAINEWER - 5 - 61410J HC PARKING • � CR 48 CROSSING 70 BE ACCOMPLISHED Be 57.38 A - THROUGH JACKING OR DIRECIFONAG µ) ( Be 551.25 6/25/03 SEWAGE 7RMNT PWT - A A PROPOSED METER VAULT 1 DRILLING AS AUTH01I BY SWPW �(� I. 158`12' l I WATER MAIN/SERVICE W 817 same COMMENTS HIM9° \ RIM ON `.r (REFERENCE ST NDAR_D \ \ (SEE SEPARATE PLANS BY "I 57 -or S 19.33'39 r W 1 / UTILITY POLE `� 12/01rOJsa/LD. coMMfNTs CIVIL 75AC Commerce Drive, FOc a y SCWA DETAILS) NAKOR ENG/NEER/NG P.a) \ TC 52.55 TO 52. \ i A A A A A A A A A J q J 3 A d��A A A A A G L f Be2 05E1.7 - a21a " _ OH - �- -- -- - - - _, - _, - - 1 v, _ - - - - - _ 3/29/04 WATER d' SE6£R Rim °H - . L .- - A �� A A_A TO 5 .35 TO 53 6 X 57-\ BeBC 57. 8 STREET/TRAFFIC SIGN 4 175A Commerce Dnve, Hauppauge, 1/ 11022 a'I_ / lefi 63a a PROP. 8 TAP- v °H-CROP'8`T�-OH -T_'� rvl` °H-� - ° r Be57.E5 r A H�.L_. .�A�x�.x ¢N A A-l. °HA- I ry �' .°H I�. .��L / _� �_ 5.5 uA[vE - L'9 94 °" 6 _ _ _ uYOU T TEL 631/435 1111 FAX 631/435 1022 4asr-- h A, m WATER VALVE ® 4/23 04 WATER SERWCE /N ya.ea 950- - ¢H ¢H ¢H OH= WWW.bbVPGCOm ser 99 s 5 sz.az s 'S0 s2.5a THRUST BLOCK o al Os w 4%33 / sO.9n \ sv6, 5a nfi �.SU, CLEANOUT 0 7/2/04 SEWAGE 7RMNT PLNT Yfi 99 $OLIp WHITE LINE } } }5''95 3121/05 FORCE MAIN / - 9 W i r w w W EBG - T r r Amended Site Plan for -w O w s HYDRANT 516/05 NE�WCRLCM/MENTS a B5 w 52 ai 52]3 51 Jfi SOLI° WHITE LINE 50.90 D. x,52 / �- -_ �9i+5 eaOKEN ware LINE 3944 h __ s°Ja szLa 52.Je 2\ Or OVERHEAD WIRES OH 612105 SCUMS COMMENTS CLIFFSIDE RESORT / �] DOUBLE YELL°W LINE 5°.66 / s ��� -/ / "�s, 9z - FENCE X X- 7/12/05 - 15 7>s / s¢ueLE r6u°w LINE 49sz s''3 REFER 70 ROAD IMPROVEMENT PLAN szs6 GREENPORT /O a4 Ya + �1 Q AS PREPARED BY BARRETT, BONACCI / CONTOUR 65 660 8/18 A` TOWN OF SOUTHOLD SUFFOLK COUNTY NY m + / NOR 1 ROAD ',V.R. �v) 9259 WIHI'!N SUFFOLK CWNTYN' KEEL& AC FOR KROQW. sz a, / �_ SPOT GRADE } T 14 z „ - z / ® _-I- 5265 / TO 49.3 TC 49.88 I ' r a' SHEET U' -1�-31 afi'O3 SOLID WHITE LINE Y955pd_)�p�_ Ea rgy_7 52°2 -ter 5160 SOLI° WHITE LINE 5°.J _ 5°2 '� µ,l sa.J9 / I -I•` r ° / /� , , TL' SANITARY SEWER / 56 IF O a4OX @' SVR 35 PVL' s s 91.53 9°.53 _ II . j {.!p _ PLAN t TOP BOT CURB GRADE Ec + 2 C 49.38 �- s z3 __ OH DR ¢H OH FLOW ARROW1°"�.p c• / AND 6 sz 3J U! ¢H ' '- '6°'� H °H °" TIMBER RETAINING WALL =� tC 3. 072`L�• OF °N ¢H °H 4719 °H SITE LIGHTING aLTRA00� FpvY WATER MAIN GRAPI�YC SCALE SA/H 6 Exrsr. 6fi XCEPT PLAN 7 + }a>.65 aG O m as a SM 5 STA 0+56 J¢ } sa,7B STA O+W A LICEN.n err aL MIGNECR IN o RIM 52.25 RIM 52.35 PAVEMENT RESTCRADON PER UNIT NUMBER A-102 Accae°Axcr NM srcnau JZOs OF Mrs 5 /NV 45.95 /NV E 4556 (EXIST,) ROAD IMPROVEMENT PLANS Loucenav Law Is um'caL o foo. •..�...._. INV W 45.73 (PROP.) DMGNm BY DRAYM BY CBECKEB BY DAIS MAILS PROJECT M a IN FEET ✓E LIE 1121100 AS SHOWN A000446 1 inch = 20 ft OF LM SAN DESIGN VIEW. VI S0115 IN EXCESS OF 9'BELOW PAWEMENT SUB- GRADE COMPACTED TO 90A AASH70 T-99 TECHNICAL SPECIFICATIONS - WATER MAINS AND APPURTENANCES SOLS IN EXCESS OF 9'BELOW PAVEMENT SUB- SANCUT EXISRNC PAW£MENT 2'BEYOND SOLS WITHIN 9' Or PA"ENT 1.0. GENERAL CONDITIONS GRADE COMPACTED 7O 90A AASH70 7-98 TRENCH P �ENr REaD OF MA °£ COMPACTED R 95T OF MAXIMUM DEN&TY PER Ll Al/ work Ar to be parfamed /n accordance with the requirements of all Fedaml, State, County and al/ other munkpal agencles hating jmeoYcUm awe the DI -87ER D RE57OWATONN (7)PJ AASH70 T-99 work. The Contractor shall obtain d/permits necessary for the complete perlamance of work. BEND 6 B' 10' 12' PA vEuE r 2' SOLS WTHIN 9' Or PAVEMENT 1 PAWMENT SUBGRADE PAVEMENT 2'BEYAND SUBGRADE COMPACTED 70 95A / 1.2 The Contractor will guarantee d/ work for a period of we year from the date of the Omwe And written acceptance During the sae year period the A B 10 l2 CURB INLET, FRAME AND GRA L ( ) DIAMETER ��� WHERE R£OD OF MAMMUM DENSITY PER WHERE APPLICABLE Contracts shall repafr w nee, a! his awn coat and eapensq d/ equpmmi sapp/led and all contract work prA%med and kuetafled undo the Contract that 1/J2 B 7 9- f0' FOR PAVEMENT CAMPBELL NO 254E OR EgUAL cep/ BEND 6" 8" 10' 12' lar' c B FOR PAIR QN (7YP) AASH70 T-99 /s found to be defective. All remedial wok ahaA be psfamed to the aa!/aPoet/m of Me awns and at/ agmcI" hating JAr/sdlet/m. A 1-6 2 11 -6 3-0 -6 A 12 1-6 - B 1 -3 1=9' t ' 2'-0' -0 1 16 B T B� 9' f0' PAVEMENT SURGRADE T.C. ELEV 1.3 Prior to axcawt/m, the Cmbactw shall MmatVate to the extant neceaasy the prosance of my underground a&/flea in the arm of the proposed work. 1/32 / C )O I1' O.D. + 2'MAX. (WIERf APPLICABLE) Any ax1117g uIAAlea encountered shall be protected with wheeling, broe/ng s other approved mama Any utMty ralom!/ms raquked shall be coordinated by the C 2 -0 2-6 '-9 3-0 -0 - Conbactorwllbtheutg/tyomm A 2-O J-4 J- 4-0 -4 8 10 A 1-J =8'2=1 (SEE N07F BELOW) '.'.'.'.':.':.'..' .. ' .'...... ' .. ...;' .. .;. ".':..'.'.'.'a;. 1/16 B 1-9 2=3'2=6'2=6' -6 H 9' 12' 1/8 B 8' 9' 11' 8' 3=6' 8' .'.'.'GRAVTY SEWER'.'. ':.':.'.'.'.:'.'.'.'.a.':. L4 The Englnaer and the SL/(dk County Deporhnmf of Health Services Mal/ be notified at /aaaf 24 haute In adwnce of eornmmc/ng work admKling wotm to C 2-6 2-8 - 4-0 -6 B� /O' C B• 9 0' b• 8 10' 2' I ggOCF/LL AgOI•£ or chlorination of new/ /natal/ed makm. / 0' 2 - A 2-0 2-6 3-0 3-6 E 10' i o new aecHa, flushing or Mowing ori mohnq y A 2-B J-0 - ' 4-6 -2 SPRINGL/NE 7D 2-6 'J'-6' -0 1 4 B 9' 12' 1'-3 F 12' J=4' 1 " ..':. BE PULED /N B 2=9'3=0 / l B b .:,.,12�,..: . .'..3r','.'. 1.5 Suitable barker and caution sigma shall be placed and maintabrad around all wcowtlm and parked squIammL Padesfrim and automobile frafi7c shall be / _ _ _ _ B B _" _ _ CEMENT UNm °UC77LE ::.'.':::.'::.'......................: ... .. . .. 12 UF75 � PIPE ZONE ...QD.:.:' : .. .'.' OD. .7.7.'.'.'.','I2. .. mah7takred and protected In accordance with the applicable p4)viaims of the N.Y.S Manual of Uniform rmf9c Cmtrd Devices, C 3 0 4 0 - 4 9 8 6 C O g 1-8 !-5 - - 2=!°' ,,, ,.,,:r..: .I 3=6' /RAV WATER MAIN .'..'.'. b etc. must be Bred or aced b the Cmhaetor at his own mac to BARZJCAVU 719 N .6 An damage b the Cmlroetw to adjacent curb &Vowdk lawn area, ohm q ra rqa/ y e>p SPM/NWNE N J Y 9 Y uaP s, s, A PULED hV BE 2 A State eaIACaHan as sad as ract/cal to the mtlsu6ct/m al the o w e Tawn county and a '�'.'�O.D.i,v.'.'�l.'.'.'.'.'.:'.'.'.' Me opp/kabl y / sP % Y P 81AN. HPE ZONE 12'UF75 � ,I ,I SPRINCL/NE w h D 2.0 SPECIAL CASTINGS } � � - ___- _-_____ _____ L � • y, r z ' � BALWfAL PUan ALTmNAT¢r9/ i -- --- - --- -- - - - - -- s LLa//sav6D7HSAaLKPFFLw 5' STONE % L MATERIALS 1I ,••! fI ,4 D SPR/NGIJNE TO SPRINGL/ ii ELEVATOR Ductgehon Atf/n Mall the letters b/' s L "' +`�` J --- --- ' LWgAU"INAB IS HIZI ERED 2.7 GYa kens Ductile Iran maMm/cal pint Atthrga wA/ be u&had unless off,"Aa Indicated an the drowkrga gar ]Led ., f}I GuaM RAIM ALIUMMYN BELL4'NG(LYASS/,A CN A/J NTffiPE Y . ` o v ____ __ 6'L4750V dIM 3C5 OrRFE t.1° T 30' �/ bIfCM east an them. ..a _____ 70 SPR/NGLINE ELEVA AON J 5' • FORCE MAIN AWiMG IXGIW7XAV t/cfffE!/rENO{ES 22 F7tfMgs with mechanlad plot flanges, shall coNsm to the dkmmsWji we/ghla folarmceq eta, for g a),roa and/a ducf9e/ron M A.N.SL/A.W W.A. s' a oras �rx "' amw([YAss/,A LW 8) Nle Syec/Acot/ma C71f0-77 a latest rovie/m. PRE-SHAPED FOU77av At POV OR nxxete Aemn fJ M.191W ODIWMW O`AfL`1!✓IEhhriES SECTION A-A pJ.sd FLAT FWNOATOV W7H •\" 2.J Oaykm AtHngs Mal/ haw a pressure roting of 250 p.al. up to and Including 12 Inch d/cmeter and 150 p.s.1 for grouter than 12 ARM dlametm DuctAakm •*M weoaEt BACKFILL TAMPED INTO PIPE MUngs Mall how a pressure miff of 350 p.al up to and Mdud/ng 24 Inch diameter. o �d �d ELed PRE-SHAPE° FWNDA PON QU ... .............. ..... '; HAUNCHES, AT COWIRACTCRS 2.4 Rtt/nga shall how dkeet/y rnsf upon than the monufaelura%a Idmt/Amt/m, pressure rating, nominal d/amets o/qpm/ng; and the numbm of degrees s le N 4,M E BACKML AMPED /NRF PIPE CATCH BASIN - TYPE 1 O/sCREnLW. fraction of the Ckde an al/ bmda HAUNCHES AT cannAClORS C DISCRETION. N.T.S. N07ES 2.5 Mechmka/pin! fl!t/n9a Mdl be used with 'push-m'pint ppe with the pint omfoem/ng to ANSI SyeclAeatAnn A2G71-1979 or latest reviaion a A.WW.A. .` ,, D 4 S 5 Machan C7ftuht a /alert ll be u '..s A:: / 1. CUSS I, A,, IN OR /V COMPACTED BACKFILL MAI ZMAL REQUIRED IN ALL PIPE «.: m o N07E5 ZONE-.% PER USCS (UNIFIED SOIL CLASSIRCA770V S)S7EMI 2.6 All IHtinga shall be cement-Ahad In accordance with A.W.W.A. Sped WAW C104-74 s latest mWelm, or A.N.SI. SpedAcatlon A21.4-1974 or latest rew'alo n. ;a.�'a k � � I. CLASS 1, A, A/ OR/V COMPACTED BACIORILL MATERIAL REWIRED AN ALL PIPE /NSTACUTIOV ';' f m r ZONES` PER USCS (UNIFIED SOL CLASSIFICATION SYSTEM) 2. /F DEPTH IN TRENCH EXCEEDS 5' THE CONTRACTOR MUST PROVOS SHEETING "' s,/4 • " DIT AND BRACING O4 A SHIFTING BOX IN ACCORDANCE W7H OSHA REGULATIONS. 2.7 The plum deflection far mechanical jbWs Mall not exceed 5 degrees (e/fher 19 Inch o/het for an IB foot length of ppe s 21 h7ch offset kr a 20 foot 2. IF DEPTH OU intwaN EXCEEDS 5; THE owmAcraR MUST PROVIDE SHEETING AS AN BACK ATNF /F PE�TME OR BY THE URALENGAR THE FRENCH WALLS MAY lmgfh of ppe) for a/era B inch through 72 foch dlomatm Assembled pinta Mm/d not be deAacted. . �� .Sc'� AND BRACING OR A SHEETING BOX/N ACCORDANCE WIN OSHA REGUU PON1 BE WT BACK RJ A 1:1 SLOaE OR THE NATURAL ANf,YE OF REPOSE FOR THE =� AS AN At 7ERNAINE /F PERM/TIED BY THE ENONEM THE TRENCH WALLS MAY SO4 WH/CHELfR /S GREATER. 2.8 Conaeto b1nf Mall be gVillad an dl ppe //nes 4 hch Irl diameter or larger at al/ tee% plug% cope and at bands deflecting 22 1/2 degrees or more. BE OUT BACK 70 A k l SLOPE OR THE NA77/RAL ANGLE QU REPOSE FOR THE Blackkug Mall be of concrete of a mix having a Campressiw strength of not /ears than 2,000=1 Blocking Mall be placed betwem said ground and �AL � TIME HORIZONTAL SEND END IAP 504 NH/CHEl2F /S LiREATER. .� 7fA ZEA PIPE/s THROUGHOUT TI PI LESS THAN J' E LASS ALL ERIAL LL MNERE P E IS INSTALLED THE TH E ZONE A lO BE LUSS /ALL BALL the ffttkrg to be anchored, as shown an the plana J WATER MAIN TO BE INSTALLED WIN 4=6'MIN COWES THRUST BLOCK DETAILS PIPE TRENCH DETAIL - WATER MAIN DUAL PIPE TRENCH DETAIL 3.0 GATE VALVES N.I..S N.TS [GRAVITY SEWER 6 FORCE MAIN) J/ Ad vardbal gate Palms up to and Including 12 Inch diameter shall eonfam to A.W.W.A. Speclffwt/ms C509 a latest reHs/m. Gate w/wa shall be Iran body; bronze-masted, 200 As..1, minimum waking pmwr% nm-rising atom. 12 Gate Palms Mall Include mechan/cd pint ands complete with all pint accessories krclud/ng ganketa 13 Marlrkrgs shall 6e cast an the bonnet or body of each w/w, and shall Mow the mmufacturwe name s mark the year the Palm Castkrg was made, the 2=6'MAX. GATE VALW TO BE CONCRETE FILL ash of the wlwh and the designation of working sats prossum 1=6'MIN. EQUAL TO AWHA SPECIRCA7TON FINISHED GRADE 14 Valve boxes shall be three p/ace Ona! Irani, 5-1/4' shaft, shd/ng type, with cast km covere with 'WATER' Cast an the co rs ALL HYDRANTS TO BE C-500. A A CLOW, EDDY--IOWA • \ ,CR� 4.0 HYDRANTS DIVSIOYN LL F-2640 aft R -_m_ SY$TYfTCALLY APPROYEO EQUAL - OO EDGEELHOF (rYP) 5' rIP/CAL FROM &DO UNLESS At A// hydronla Mall conform to A.W.W.A. SpadAmtlm C502-73 s latest revision for Dry Barrel Fire Hydrants SAFETY FLA NXE ' OTHERWISE OREEEO 42 All hydrants shall haw permarm! markings IdmfZ I, the manufacturer, and deslgnatkug the sl" of the mo/n wive opm/ng and the yes o/mmufactum FINAL GRADE \ Markkrgs Mall be placed ss, as to be roadfly dlseemlbie and/egWe after hydrants haw berm instil/ed. 4,3 A poa/t/w apaof/ng drain wlm she// be Included to dmin the hy&mt properly by gomhrg as som as the mciR valve Is dosed The oYah Palm shall dwe IM VAG YF BOX COYER when the main wlw Is opm. N 70LBE LOCATED AS AND VAL WE °X , 1-1/4'X 1/4' STEEL STRAP 44 Hydrants shill be provided with a 6'Wet with meMm/col pint and emrp/eN with all pkr! acceaaar/ea /ndud/ng gaakatq and two 2 //2' eat/eta with N.Y. DI��' Corp. dredda. 2 PLAN SHAPED 7D VAG V£ 2 LAYERS OF TARPAPER b ROODWO BETWEEN IFF � A1116HA &£ CURB BOX TYPE & LOOKING L£ MANHOLE' 45 A primer and second coot o/paint Mal/ be tpp//ed to each hydrant top sec!!m. fie bone/ Mol/ be yNlow with aluminum tape and carper OVER 1-1/2" STAVE. •� AND VALW AND Sr- � �N�SMO tt��� 490 FRAME d• LOOKING COYER. FILM NYLENE FILM TOM VALW£AND APPROVED EQUAL. OR HYDRANT-SEF N07E 1 /Jf' WATER SERVICE d 41 2000 PST CONCRETE - 6'LATERAL (COPPER PIPE) OR STONE ANCHLIRAGE `�.`l�9 tg.,4 THRUST @COCK FINISHED GRADE 4 ', . 5.0 WATER MAIN CURB STOW MUELLER N-1520} A< I/4'OIA. BAR Kw o ACA/NST UNDISTURBED :¢'+,Try`;; APPROVED EQUAL ° 3' THREADED EARTH. ° d 4 a MATERIALS '� rri T ° r„ L ADJUST TO GRADE WTH 5/ Water Maln pphrg shall be 8 Inch comant lined duce Iron ppe, thickness Class 52, meeting the requkemants of spedACat/m A.W.W.A. WEGG-GRADED WASHED GRAVEL 8 � ? C°NC. BRICKS W7H CONCRETE C-150/A2L50-96 ANSI Standard far filw lot Dedgn of, The Psh and C-1llad In.4-95 'WS Stanch. fa- 600-9 Marler' UnIngInstallation for (APPR. 7/3 CYJ 5' MORTAR (49AN-12'MAX.) ANCHOR BLOCK Ductile-lion Ppa and F7tt/ngs for Water's latest rovialma The ppMg shall be Instal/ad /n accordance with A.W.W.A. C600-99 %natal/atlm of CLWPARATIOYN STA° MUELLER H-15000 (THP 24' Duce-iron Water Mane and Met,Appurtenances' a latest redelm. STOVE, CONCRETE OR CONCRETE BLOCK OR APPROVED EQUAL WITH APAC FIML MIN/MUM 6' TACK AND 12'SQUARE BODY SI/PPOtr INSERT SERVCE ALL MANUF. IDENTFICATIO✓ 2 0.O GSD SEG M.H. STEPS 52 Ppe and coup//ngo shall bear /dantlAcdHm markings that will remain leg/b/e during normal hanW/ng, storage and Instal/atlm, which ham been, applied VGGLB`/107 ALL WAIF LANES SHALL BE CAST/N WALL ( ) (SEE DETAIL) hu a manner Chair w6/not reduce the strength of the ppe w ccupl/ng a otherwhre damage them. 1.) PUMPER OUTLET SHALL FACE STREET,• HOSE OUTLETS SHALL BE 4'-s•BLz°w GIRADE. VALVE ANCHORAGE DETAIL PARALLEL TO STREET. 7/B'Sty. OR J/4'DIA.SELF 53 `PuM-m'pint Md/ be used unless otherwlaa Ind/rated In these spec/flcdtlane. ✓ohms Mal/ cmfam to A.W.W.A. Specilwilm 0711/A21.11-00 or 2.) PGUMBNESS OF HYDRANT TO BE CHECKED IN TWO ORECTONS 90 SEAL/NG SUTK RUBBER N.TS latest rovialm. DEGREES APART _ INSTALLATO,V 1) COATED WIN&TUNAS77C PA/Nssr OF �T JROODINGMAY THREADEDE OMITTED BETWEEN 54 Wats malna Md/be /old to the linea and grades eatab//Med by the plans and goecl9cot/ms un/aaa directed other-w/ae by the Owner s his SUFFOLK COUNTY DEPARTME HEALTH SERVICES THE MAIN AND LATERAL VALYF ONLY NHERE A TAPPING VALVE CVt 3'-J'MAX. : 4=0' rapmentatlm. Trenches shall be eArcamted to the required alignment, depth and width and kr conformance with al/ Federal, State and loco/ regulations. HYDRANT VAL VE A IL BE C TEE/S USL7J. WRIER MAIN REFE APPROVED ^is WATER SERVICE DETAIL RENO I�It �L) i-I/2' STOVE SHALL BE PLACED AROUND THE HYDRANT FROM THE 55 Khoo the eabgrdda /e found !o be unstable or to Include ashes, cindsq rofusq organic material, w other unsuitable material, each material shall BOr7OM or HE 'IRENC 1, BUT AT LEAST 6'BELOW THE BASE' O" N.Ts K07-N-SEPAL FLEXIBLE SLEEVE 0 o o/S be removed to o mkde Is o/(6) In e u or le the depth ordered by the mg/nea, and replaced ands the dhectkn of the mg/naer with deco stable THE HYDRANT TO 6'ABOVE THE WASTE OPENING ANO TO A DISTANCE OR APPROVED EQUAL (TTP) SFz'DRAWING# d4� granular backfill material. Trench bedding Md/ conform to the Un/-Bel/ standards A< 12'AROUND THE E7POW. O �_FOR SPECIAL CONDITIONS S) HYDRANTS WTH PLUGGED DRAINS SHALL HAW A 3'BUCK FOR EMSTNG SMH-192 ONLY. 56 fie Contractor Mal/ be regdred to a" Wpmmd means to keep eater eat of the trenches while ppe /s beAug laid and away Pram the Enka un& CIRCLE PAINTED DIRECTLY UNDER THE PUMPER OUTLET. m ALL OPENINGS OTHERWISE 'VIEWER'S they haw sat. 5) /F GROUNDWATER AS ENCOUNTERED WAH/N 7 FEET OF SURFAOLE NEEP 'r' 2- (ryp) 3/4 O � MUST BE PRECAST. n'11TL4LS: 57 SackH6//ng Ma// be accamp/lshed with matMda approved by the mgh7w /n accordance with the Plana A// backMl material shall be hee Cam NOES SHALL BE PLUGGED AND HYDRANT PUMPED AFTER USE 8'X6' "Y' TYPICAL SIZE -� alndeq ash, roAraq mgelabm s organic material bmlderq rocks w stares 1-1/2 Inches or larger 17 a/ze, frozen ea6, or other material that In the HYDRANT DETAIL � � ' opin/m of the ang/new,, /s unmRab/a BackA// and compact/m of ppe trenches shall be kr accordance with the deta6a an the plana. CAMPBELL FRAME R COVER MOVEL No. /7J5 CHGOANAnal, FLUSH/NG AND BACTERIOLOGICAL TESTING N.F.% OR APPROVED EQUAL _ FLEXIBLE DONT (TVA) FOUNDATION WALL STOPPER OR END PLUG I- 8" MOVOJ7H/C BASE rk FOOTNG RECTION A-A SB Chlorination shall be k, aecerdmce with A.W.W.A SpeclAart/m C651-99 or latest m0olm. The required ch/nine doeage, Is 100 mg/? of MAmne kr the mains, with a ch/arkne residual of not leas than 50 mg/1 at d// tknes. J%3'X8' COHCRETE PAD 5' MIN. 59 Wats ma/na shall be Mown off at a flushing w/ocRy of not less than 25 feet per secmd until a// mud and stones are mnowd liven the main _ and the chlain residual is either reduced to zero s not higher than the ehla/ne residual generally prewAMg /n the system. NO>FS 510 One bacteNdog/ml sample will be ked far each 1,000 Anear feet of water main and for each dead and if paWjw samples aro obtahred In my 10 I /0 req more detailed sampling w6/ be required. After each section of main hos been Mown off, samples of wets shall be taken from the appromd I` 1 ALL MANHOLE SFCTONS SHALL CONFASM W7H A.ST.M. C-47@-70, STANDARD sampling points by the fob personnel Cam o New Yak State Approved Laboratory. The cash fa the bactwW09 nl testa shall be paid for by the MANHOLE ROWS FOR PRECAST REINFORCED CONCRETE M.H. SECTIONS Cmtroctor. � 2 MANHOLE R/SER SECTION 71 BE FURNISHED /N 1,2,3 OR 4' HE7GH75 AS REWIRED. ul 3 MANUF. TO CERTFY THAT MANHOLES DELIVERED MEET ALL REQUIREMENTS W 5f1 Na sections of now ma/n shill be opined to the d/sbHbut/on system unlA nagatlro boctMdog/m/ tech aro ahto/ned by a New Yak Slots Approved VCE LA TEG WATER MAIN OR e P� P/� �f CS Laboratory(with a ceriftate that the sample, ware taken by laboratory,personnel) and approve/ to granted by the mgfneer and the Suffolk County ANGLE VARIABLE I- A.SfMENT SLAB ('��WATER SE'RVCE (WHERE APPUCABLEJ �l I � F Depatmmt of Health Sarvicea _ _, PRESSURE AND LEAKAGE 7ES75 m 30'ET80W -III- FOOTING 512 A pressure test Mall be conducted an all mains In accsdmca with A.W.W.A. Bimil7at/ms 0600-99, or latest revision. Under the pmesum test u'E�°'� SANITARY SEWER MANHOLE "Y" BRANCH GRADE BEYOND the hyPYostatic pressure shall be set of least 50 paromt abow the norma/ operating pmwm but In no Casa lean than 100 p.aJ., based an the ASSEMBLY elemUm of the lowest pokrt an the line w section under teat and corrected to the elewt/m of the test gauge. F'researo Mal/ be opp/led by means /0' /0' N.T.S. 1� MIN' F10 ACC STEPPED DOWN of a pump connected to the ppe In a manner mHafactory to the Owner. 5/J A leakage teat Mall be conducted an all maks In valved wot/ms kr accordance with A.W.W.A. Spedflmtlm C-600-99 or latest rovialan, elthm NOTE.- 7O ACCOMWA7E SEWER concurrently or knmadlately after the preaarro test has been eatlafoetorlly completed. Under the leakage teat the hydrwtotk pressure shall be set at WREN SEWER ONES CRASS ABOVE WATER LINES THE SEWER LANES SHALL �� _ q OD UNE AS REN./RED least 50 patent abow normal operating proamro, but kr no case less than 100 p.aG for the particu/s lomtloq and the duration o/ the test shall be BE ER MAI STACTW OF MATERIALS AND JTION THAT ARE 77REEpulLENGTH, lO OA• at least two hours No ppe instal/at/on will be accepted until leakage /s leas than the number of gallma per hour, as detmn/ned by the famda• WATER MAIN PRESSURE TE OF CONSTRUCTION W FOR THE ENTRE PRIOR TO AND SRALL BE PRESSURE TESTED 70 ASSURE WAIERTGIHTNE3'S PR/O7 TO in= A L (S)(D)x P BACAIALUNQ IN ADDITOH, WATER LINE JOINTS SHALL BE AT LEAST TEN 134200 FEET FROM THE PONT OF CROSswa 6D' WYE CAST IRON ALDO SEWER UNE L• allowable leakage /n gal/ma per hour, S. length of ppbe ere of the pfpe /n /nMea; and D: nominal d In WATER/SEWER CROSSING DETAIL CLEANOUT DETAIL THROUGH FWNDATCN P awroge test pressure during Me leakage fest, In pounds par square Inch gouge. (ADAPTER AS REWIRED). N.T.S 81/ RPZ DEVICE FE@CO MODEL 860 SFE 'Y BRANCH ASSEMBLY OR EQUAL SEWER TRUNK LINE CURB Il PROPOSED %HOT L H88IF D (CT SEWER SERVICE CONNECTION N CURB INLET- 8' g' ENCLOSURE MODEL NB6E-D (OR EQUAL) RICHARDS FWNDRY TYPE K1022 1051 x 71'W x 64%H (INSIDE D/MEN&ONS) ghn CAMPBELL FOUNDRY TYPES 2501 OR 2511 h o FLOCKHART FOUNDRY TYPE 624-61455 Flu N.rs 4 Z SOILS /N EXCESS OI'' 9'BELOW PAWEMENT SUB- � N�M ha 3 CIRCULAR INLET WHERE /NNICA IED ON PLAN GRADE COMPACTED 70 SOA AASH70 T-99 n TEST coat 7fsr c°cK OURB UNE PAVEMENT SAVIVUT EXISTING UNDERNEATH UNDERNEATH EX TNG GRADE - - SOLS WITHIN 9' OF PAWEMENT 18" MIN PRECAST CONCRETE STRUCTURE NOTES: PAVEMENT 2'BEYOND S•UBGRADE COMPACTED 70 95A AIN POT B" 30' MIN. A//7 GAP 11r L x B3'W x 4' CONCRETE SLA@ T.0 ELEV &C ELEK TRENCH WERE REOV OF MAMMUM DENSITY PER GRAIN PORT 50 5D FOR PAVEMENT AASH70 T-99 B. 1. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR EAIS77NG ALLOW 4' FOR CAL RESTORATION (TYP) TEMPERATURE AND SHRINKAGE, TRANSPORT, AND TO ALLOW THE STRUCTURE TO WATER MA SEF NOTE 'A' AD,H/S7h/ENT W CASING a, WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS PAVEMENT SUBGRAOE RE/NFGROW m O.D. + 2' MAX. (WHERE APPUCABLE) 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST CONCRETE STRUCTURES SHALL CONCRETE SUB (SEE N07E BELOW) INCLUDE MANUFACTURER'S CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO L� N, WITHSTAND THE LOADS NOTED ABOVE. 70 PROPOSED B' B' WATER MA/ WATER MAIN BE�,,TION A-A &R` 3. ALL PRECAST STUCTURES SHALL BE MANUFACTURED WITH 4000 PSI / 28 DAY f STRENGTH CONCRETE. /� - - - -- - e e e o e e e CUSS IV RPZ ELEVATION (TVP. FOR 8' S 4' DEVICE) NOTES.. PRAPO /%/ e e o e e _ RCP PIPE 4'RPZ OEVCE fEBCO N T.S GRADE / PR OSED a e e m a P W BACKFILL ABOW£ 7EST COCKs ON EX7E7R/OR SIDE. / y e e a e e e _ SPR/NWNE TO 4'RP 860 OR EQUAL 1. RPZ 70 BE MINIMUM B' FROM BACK WALL W7H MA/N ' ' 4' v N07E., BE PEALED IN (ROTA NECESSA7E irsr R°YfTO KS 32' x 56'ACCESS PANELS . CLASS /,//,/// OR /V W ' ':.00+, .' A2'Uc7SLACE FACE EX7ERIQU) 2. DEVICES MUST BE PROTECTED AGA/NST FREEZ/NO TAX MAP NO. DISTRICT 1000, SECTION W BLOCK 0% LOT P-1 PROPOSED / PRECAST STORM DRAIN RINGS--- COMPACTED BACK'-d INSTAGLATOW REN./RES (zJ ISWW HEALERS THE WATER MAIN / 2 0® ® ® ® VM ® ®I9 �` FILL MATERIAL IN n. HEA7ERS ARE TO BE LOCA IED JO' ABOVE THE ®® [� ® ® ® ® ®® (PER USCS UNIFIED SOL D . . . .... 40 40 OPEN C31 M/N.OLLAR ®® ® ® ® ® ® ®® t PIPE'ZONES ,SPR/NGUNE 4• W Y 30 MIN. CLEARANCE 70 SLAB AND SHALL NOT BE EXPOSED TO REL/EF REVISIONS Barrett Bonacci NEAREST OBS7RUCTON VALVE DISCHARGE 6/25/OJ SEWAGE 7RMNT PWT 7 _ _ � & VanWeele, P.C. VALVE (rYP.) 1 ADEQUAFE ELECIR/C POKER SHALL BE PROVDED. J ! OS P/PE TRENCH DETAIL \\ // IXASSIFlCATON =- _= BACMf7LL PLACED AL7ERNA7ELY IN 4. �/ la® EJ ® ® ® ® EMM SYSTEMS) _ _ _ _ 6'UIM ON B07 HS 57DES OF 4• PIPE TO SMNCLINE ELEVATOW ® ® 4 CLEARANCE roocKs WHEN HAwr OPEN.IMUM 5/6/°5 RPZ DETAIL Rewsm \\ // BEDDING (CUSS 1,11 OR 111) WHERE4/14/05 SONS COMMENTS UNS&ITABLE MAIIDAAG IS ENCO/NTERM SCREENED 6/2/05 RPZ DETAIL REVISED \\ GRpU/y°W.A� DRAIN PORT REDUCER 5 GRAIN PORTS CANNOT BE SUB,.ECT TO fL007/NG Trp/05 RPZ DETAIL REUSED W&N!G EXCAVATLH L1c PIPE TRENCHES M/N. AND MUST BE SCREENED. PROPOSED 8' - - BACKFILL MATERIAL TO BE PRE-SHAPED FOUNDATW 0R­/ A\ P\ KA MAIN 70 SITE 6. PROPER MA/N7ENANCE MUST BE PERFORMED. CIVIL ENGINEERS/SURVEYORS/PLANNERS > T '`CLEAN SAND AND GRAVEL FLAT FOUNDATOW WTH /ii. REMOVE ALL CLAY ALONG BUILDING BACKFILL TAMPED INTO PIPE 7. DEUCES MUST BE FROM NEW YORK STA7E 175A Commerce Delve, Hauppauge, NY 11788 AS REQUIRED. _ HAUNC HES& AT CONTRACTORS APPROVED UST. TEL 631/435-1111 FAX 631/435-1022 ,T7 it DISCRETOW. 8' OS 8.' Y 5 DEUCES MUST BE SUPPORIED TO THE FLOOR www.bbvpc.com A 8-1/2" VALW (TYP) AI WITH PIPE STANC4/ONS AR DATUM ELRV ��' L MWEL 860 OR EQUAL MIN. J 9. /NSTALLAnON TO CONFORM WTH SUFFOLK COUNTY 90.00 ,l /F DEPTH QU TRENCH EQUALS OR EXLEEDS �5'-0' Amended Site Plan for P.. UNDERLYING DNC SAND AND GRAVEL STRATA THE CONTRACTOR MUST PROVDE SYIEETNG ,AND WATER AUTHOR/TY STANDARDS d aro 2 .k^p O'i m io m b N Imo, "h Taj 'c ? BRACING, AS AN AL 7ERNA nV£ THE TRENCH' 5y�� �� y y y N h h y WALLS MUST BE CUT BACK 7O 1:1 SLOP£, OR 1D RESILIENT WEDGE OR BALL VALVES 71 BE Nom. CLIFFSIDE RESORT E NOTMI WACHEVER IS GREATER. 30' MIN. CLEARANCE 71 it. EHAowRE TO BE HOT Bo"YDROCOWt' OR y NID GREENPORT THE NA7URAL ANOYE OF REPOSE FOR THE 501 105' N L MINIMUM OF 12' BETWEEN POOLS S 0+00 1+00 1+72 2+00 3+00 3+10 2 RECTANGULAR OPEN/NG 70 MATCH SIZE OF CASTING 32'x 56" ACCESS PANEYS ' NEAREST OBSTRUCTION 12. ENCLOSURE TO BE NEW YORK OfSYGNATON. '� EIsSN W/EN OPEN Q Z 2s, yyL TOWN OF SOU TH OLD SUFFOLK COUNTY NY s NTS FORCE MAIN FROM PUMP STATION TO SMH-5 LEACHING BASIN PIPE TRENCH DETAIL - RCP 3 .a SHEET NOTE: PRIOR TO ORDERING HOT BOX ENCLOSURE, CONTRACTOR 2 u 7 o N.T.S. NT.S 7O VER/FY/N1ERlOR D/MLNSIWS WTH RESPECT ID FITTNGS o04%��„ �a5 WATER MAIN, DRAINAGE NECESSARY 70 COMPLETE THE INSTALLA77CVV AS SHOWN. '�1b15 °° AND SANITARY DETAILS OF RPZ IN INSULATED ENCLOSURE A RAENSTPRO5SSOMAL ENGINEER IN 7 A LICENSED PROEESAONAL ENGINEER IN N LS ACCORDANCEEDUCATION LAW, 15 NYS S (J z 5 : DESIGNED BY DRARM BY CHEDfEO BY DATE SCALE PROJECT NO. JE/OJ JE �! 8/7/00 AS SHOWN A000446 LAE: 5 VIEW DETAIL DETAIL ] at ] / • MAILING ADDRESS: PLANNING BOARD MEMBERS ��OF SOUjyo P.O. Box 1179 JERILYN B.WOODHOUSE 0 �� Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS CA >c Town Hall Annex MARTIN H. SIDOR G ,�a,O 54375 State Route 25 GEORGE D.SOLOMONOIyCOU'M ��. (cor. Main u hold, N-Y Youngs Ave.) JOSEPH L.TOWN END So IY 11 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 10, 2007 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Site Plan for Breezy Sound Corp., a/k/a Cliffside Resort Located 285' e/o Chapel Lane on the n/s/o CR 48, and known as 61475 CR 48, in Greenport SCTM #1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, July 9, 2007: WHEREAS, this proposal is to amend the parking for the approved site plan for Breezy Sound Motel in Greenport, issued September 27, 2005, to construct a new 68-unit motel with a pool house for motel guests and a manager's apartment unit with eighty (80) parking spaces, located on 7.13 acres; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, a/k/a Cliffside Resort, CR 48, Greenport, SCTM#1000-45-1-2.1; and WHEREAS, on March 27, 2007, Kevin Walsh, PE, of Barrett, Bonacci & Van Weele, P.C., submitted a letter requesting that the Southold Town Planning Board review the following (4) changes: additional drainage, 30 additional parking spaces, two trash enclosures and Belgium block curbing; and WHEREAS, on April 10, 2007, Patricia Moore, Esq. submitted three (3) amended site plans to the Southold Town Planning Board for review of the proposed changes; and WHEREAS, on April 16, 2007, Kevin Walsh, PE, submitted a letter with supporting parking standards research certifying 110 spaces is not unreasonable to accommodate peak season parking demand'; and Breezy Sound Page Two July 10, 2007 WHEREAS, on April 18, 2007, Patricia Moore, Esq. submitted a letter referencing the previous submission of three (3) amended site plans to the Southold Town Planning Board for review of the proposed changes; and WHEREAS, on April 19, 2007, the Southold Town Engineer reviewed the amended site plan materials and replied with the following comments and the Planning Board accepts these recommendations/comments and hereby incorporates them into the amended revised site plan to the satisfaction of the Planning Board: 1. 'The proposed additional parking area and the amendments to the drainage design meet the minimum requirements of the Town Code. 2. 1 have inspected the first drainage "Wick" that has been installed. This item will enhance the effectiveness of the original design and is considered a suitable alternate to address the poor soil conditions found at this site. 3. The two trash enclosures appear to be suitably located in areas that will not conflict with required setbacks. 4. The requested change to install Belgium Block Curbing within this private development has been reviewed and approved by the Highway Superintendent; and WHEREAS, on April 25, 2007, Patricia Moore, Esq. submitted a letter indicating that additional landscaping has been added to mitigate the proposed changes and stating "Our engineers recommend additional spaces after review of the parking standards for a motel use. We wish to provide for the parking needs now, prior to the completion of construction, rather than after it becomes a problem and can not be corrected because of placement of utility lines and drainage" and the Planning Board has reviewed this letter submission; and WHEREAS, on June 25, 2007, the Southold Town Planning Board reviewed a memorandum/staff report from Bruno Semon, dated June 22, 2007, and the revised amended site plan reflecting the detailed changes and the Southold Town Planning Board accepted for approval the revised amended site plan with one change that a handicap parking space be added to the location near Building A and that original certified plans be submitted for authorization of changes; therefore, be it RESOLVED, that the Southold Town Planning Board, pursuant to Town Code §280-131 B (5), varies the parking requirements provided it will not have a detrimental effect on the public health, safety or general welfare and the Southold Town Planning Board recognizes that the request to change the parking arrangement from the approved 80 spaces to 108 spaces is minimal to provide public safety; and be it further RESOLVED, that the Southold Town Planning Board, pursuant to Town Code §280-131 B (5) (b), reserves the right to review the parking requirements again if a change of use is proposed; and be it further .y Breezy Sound Page Three July 10, 2007 RESOLVED, that pursuant to Southold Town Code 280-131 Part I, the applicant agrees to incorporate all the requirements, comments, and recommendations of each reviewing agency as referenced above and as indicated on the site plan and corresponding attachments; and be it further RESOLVED that the Southold Town Planning Board grants approval on the revised site plan prepared by Barrett, Bonacci & Van Weele, P.C. and certified by Kevin Walsh, Professional Engineer, dated October 3, 2001, and last revised June 8, 2007, and authorizes the Chairperson to endorse the final site plans with one condition: 1. That the applicant, agent or owner submit to the Suffolk County Department of Public Works for approval of the changes as noted above and such approval be submitted to the Planning Department for the file. Enclosed is a copy of the amended site plan for your records. If you have any questions regarding the above, please contact this office. Very truly yours, ?erilyn Woodhouse Chairperson Encs. cc: Building Department Town Engineering Inspector Suffolk County Department of Public Works • • MAILING ADDRESS: PLANNING BOARD MEMBERS OF soy P.O. Box 1179 JERILYN B.WOODHOUSE O�� lyDl Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H. SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSENDComm,��' Southold, NY n 1' Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 1, 2008 Patricia Moore, Esq. 51020 Main Road Southold, N.Y. 11952 RE: Site Plan for Breezy Sound, Greenport SCTM# 1000-045.00-01.00-002.000 Dear Ms. Moore: The Planning Board is in receipt of your letter requesting a final inspection dated May 28, 2008 for the above referenced application. As you requested, a site inspection was performed on June 9, 2008 and June 20, 2008, and we found that the site work was incomplete. At a third site visit on July 2, 2008, the Planning Board determined that the site was developed in accordance with the site plan approved on July 12, 2007. Please note that Planning Board approval is required prior to any significant changes to the site. Please contact the Planning Department with any questions regarding the above matter. Sincerely, Kristtyy Winser Senior Planner cc: Building Department Town Engineer Submission Without a Cover Letter Sender: 'Pat r C/ aL- J / /oo r^e, Lc Subject: C l/ Jq c51 (1 C�reez Uh� Cp SCTM#: 1000 - Date: #7/3 / /O S/ Comments: Z / ,50,T)/-71055oVc�-� D n� AUS - 1 2008 Snatno,d Torn !'lan�dr - swd 08/23/04 THII 13:V5 FAX 631&2005 LAND USE ECOLOGICAL • Q001/001 NvQIf&FQE rx2mp E£L¢l1 Imamw Ill;I'IIRN'I'1119 IY711IV1 'I'f)I Itcginnnl p4nnngcrNow Ilu1'cnu of Alnrine IInhIOd 11'olccCllot Now York Shdc IlcpnrlumaL of jell rlroueleluol C'onscrrnll"tt „6.,r [ yuJ1 Bldg. 40 •SVNV, Room 223 room ivnb u[, Slelly Hrmik, NY 11710.2356 Pr[IMIT NO.: I— oppo I — ISSUED TD: Mt Nc tG"�• �sP�Ix2 ._ CONTRACTOR NAME; -�N��� yr- ADDRESS: TELEPHONE., - Door ELEPHONE., -Door Sir: Purxuanl 1tt Suppltnrtllfnry ,S)lacial Car1flY:afl 1)u(Illc rcfarellcetl perlltil, yafl arc hereby noliflal Ih3l tl1e aulhnrin 1 aclivily was completed un_ T l -4.4&904_. We hnvo fully calliplied Willi 1110 lcr1119 and eoltClitiOns 0(Ther pernIll anti prtl7t:d 1>luns. I'LRM 'I s Q !- Z4)c CONTRA It L IJA'I'1: flll.SNflTlLai, 11'177!!'1I0TOORAI'!LS Oh COAlpl.l?TEp 1110flKAN0101l A C'llAl!'I.I7Tl D SU/fl'!CI", A.SApI'Hf1PHl.lTlt.AIU.rT Ilff 51CN7'7.0 ME nIW VIC AOUH 17.53 II'I4'IIIN JR OAFS OP COLII'LA770H Oh'TIfa 1710JIf[.'1'. lr l!l.flllfi TO I1 f1 S0 1V1l.I.IULSfl1.T IN d cOAl1'IdANC.'G INSPCe[.TrON 01'NFS1JJCV A7A1kP. 'l(y(li � Au nhbolli rni rq m[eporl[I of.•w ronnn0fon'fLgl[Iu[IIUY d"fliurr and nJdirtong 1[pdf srlJem{ds[i{pooC[, W tNnJ, N&RK STATE DEPARTMENT OF ENVIRONMENTAL CONS&ION DEC PERMIT NUMBER EFFECTIVE DATE 1.4738-02936/00001 January 30, 2002 FACILITY/PROGRAM NUMBER(S) P ERM I T EXPIRATION DATE(S) Under the Erwirormental Conservation Law January 31, 20D5 TYPE OF PERMIT M New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate ❑ Article 15, Title 5: Protection ❑ 6NYCRR 6087 Water Oualfty Cl Article 27, Title 7; 6NYCRR of Waters Certification 360: solid Waste Management ❑ Article 15, Title 15: Water ❑ Article 17, Titles 7, 8: SPDES ❑ Article 27, Title 9; 6NYCRR Supply 373: Hazardous Waste Management ❑ Article 19: Air Pollution ❑ Article 15, Title 15: Water Control ❑ Article 34_ Coastal Erosion Transport Management ❑ Article 23, Title 27: Mined ❑ ArtIcLa 15, Title 15: Long Land Reclamation ❑ Article 36: Floodplain Island Wells Management ❑ Artic Le 24: Freshwater wetlands ❑ Article 15, Title 27: Wild, ❑ Articles 1, 3, 17, 19, 27, 37; Scenic and Recreational Rivers ■ Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Neil B. Esposito (631) 653-5588 ADDRESS OF PERMITTEE P.O. Box 815 Quogue NY 11959 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Land Uso Ecological Services 2576 Sound Avenue BaitingHollow NY 11933 (631) 727-2400 NAME AND ADDRESS OF PROJECT/FACILITY Breezy Sound, Middle Road, County Road 48 LOCATION OF PROJECT/FACILITY SCTM #1000-45-01-2.1 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Long Island Sound DESCRIPTION OF A(TTHORIZED ACTIVITY: Construct 4'x 72'timber walkwaylstalrs. Backfill eroded area at base of bluffwith 20 cubic yards of clean fill. Plant area with beach grass on 18"centers. Create 00'long berm with trench to capture runoff. All work must be done in accordance with Lhe attached plans stamped NYSDEC approved. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (sea page 2 6 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR- ADDRESS George W. Ham arth (CAF) Bldg. 940SUNY, BtQny Brook NY 11790-2356 AUTHORIZED S3GNAT1)H�� DATE k//! Jana 30 2002 page 1 of 4 Sep 17 04 12: 17p • • P. 3 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemniflcation The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives,employees,agents, and assigns for all claims,sults, actions,damages, and costs of every name and description, arising out of or resulting from the permittee's undertaking of activities or operation and maintenance of the facility or facilities authorized by the permit in compliance or non-compliance with the terms and conditions of the permit. Item B: Permlttee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees,agents and assigns of their responsibility to comply with this permit, Including all special conditions while acting as the permlttee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for vlolatlons of the Environmental Conservation Law as those prescribed for the permittee. Item C: permittee Responsible for Obtaining Other Required Permits The permittee is responsible forobtaining any otherpermits,approvals,lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this pennit. Item D. No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL, CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility,including relevant records,Is subject to Inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL.Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA401(3). The permittee shall provide a person to accompany the Department's representative during an Inspection to tha permit area when requested by the Department A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify,supersede or rescind any order or determination previously Issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal,modification or transfer of this permit Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities(HWMF), major Air Pollution Control(APC) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYS DEC Regional Permit Administrator, Region 1, SUNY Bldg#40, Stony Brook, NY 11790-2356 General Condition 4: Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit The grounds for modification, suspension or revocation include: a) the scope of the permitted activity is exceeded or a violation of any condition of the permit or provisions of the ECL and pertinent regulations is found,- b) ound;b) the permit was obtained by misrepresentation or failure to disclose relevant facts; c) new material informatlon Is discovered; or d) environmental conditions, relevant technology, or applicable few or regulation have materially changed Since the permit was issued. DEC PERMIT NUMBER 1-4736-D2938/00001 PAGE 2 OF 4 5ep 17 04 12: 17p • • P . 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLES), 24, 25, 34 AND 6NYORR PART 608 (TIDAL WETLANDS) 1. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Departmentto remove oralterthe structural work,obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State,and to such extentand in such time and manneras the Departmentof Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to Its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or resultfrom future operations undertaken by the State forthe conservation or Improvement of navigation, or for other purposes,and no claim or right to compensation shall accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S.Army Corps of Engineers,U.S.Coast Guard, New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly,without leaving large refuse plies, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicantshall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition, No claim shall be made against the State of New York on account of any such removal or alteration_ 8. If granted under6NYCRR Part 608,the NYS Departmentof Environmental Conservation hereby certifies that the Subject project will not contravene effluent limitations or other limitations or standards under Sections 301,302. 303,305 and 307 of the Clean Water Act of 1977 (PL 95-217)provided that all of the conditions listed herein are met. 9. At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required,a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by: Land Use Ecological Services 12/20/01 DEC PERMrr NUMBER PAGE 3 OF 4 1-4738-02938100001 Sep 17 04 12: 17p � . • _ _ P • 5 NEW YORK STATE DEPARTMENT OF EWRONMENTAL CONSERVATION SPECIAL CONDMONS 1. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas_ 2, All areas of sail disturbance resulting from this project shall be stabilized immediately following project completion or prior to permit expiration,whichever comes first. The approved methodologies are as follows: a. Stabilization of the entire disturbed area with appropriate vegetation (grasses, etc.). 3. The storage of construction equipment and materials shall be confined to within the project work site and or upland areas landward of the proposed berm. 4. All fill shall Consist of"clean' sand, gravel, or soil (not asphalt flyash, broken concrete or demolition debris). 5. No excavation of the beach is authorized for the purpose of obtaining till or stone materials. 6. Alteration of the existing grade of the bluff or hill during construction of the stairway is prohibited. 7. The stairway must be elevated a minimum of 3 feet over grade to minimize disturbance or loss of the natural vegetation and reduce the potential for causing or accelerating eroslon of the bluff or hill. Disturbance to the natural vegetation or topography seaward of the crest (top) of the bluff or hill must be restricted to an S foot wide area, including the width of the stairway, as shown on the approved plans. DEC PERMIT NUMBER 1.4738-02938/00001 PAGE 4 OF 4 .RoPI'A EW 7- i, a, Mr�rrev r ro erAal�` mofldll en>,r1lb:: S._,s ------ N0,)EJNF7OWTIDN/DUAPEFERMEDFAOA151Ailkl' 7 liF0.Nf4MfYHACSIRDAI 'Ar•n Collo'- 1 �: •. '. SCA�E:1" ueerassfslEl �'s''' " :. nA y .&).Op1Ey,{POIHq,lECf1AGtIPVI 3,000'1F MM WIP .. wnflrncmxafmmuam rt '� E3EP.g1AsMr.ItOE fP! 11y6UFF9C6 PMWJGf.WWVOR(11768 MOIfefCl , MC.• '� __ ,,ry �.eG�� -w..h' C,•` fe-. ::fin' ,�,� s' OATAS41j 9-^4:a1 x710-15.01'8-zd.e� -' - .:-.A S #+-..�:,Mlirolre 11MlnElisms.kc B0.01- 50 0.01- 11aabsa - ' 0 o L� ; s.ra kc m sxidL - I // / � -'y � •• r mbmpavlllAAwWf1NLAGIAlrJ .` • - ' '' mmlamaVlamlomMIALLMCYuu ov • 4 ,ray 1/'FyL 11110®IM. --I r_ b ° j ;� /^t r/y�¢;�Y,l�. _n ,y. •!Y. 3 nwp w 1C /:' •l.- ' / r ILLrO®1j101LR.KYQrILL/mA man / ;� `F 1L•1Pmwml nameweaaarAaarinl F 11 f u a f "' f°Ia' E r / t•�j:;:�i:^ PmaxgAwduK%NAglr t PE ''S t\ _ .' Wlwrnm111m1aPaNwe a mama ••• I, If b 11971 d... r• PIPES COVE � 'dt r Q '3 woroPmtsamnspag anww ;`j'. Faani+gl4'i31%:n namamumuamerrbamrnmauAtaw - ' fF��% •: "_ j/.i'� , I RCOma4wIMpOQlplmaeLtQ1OM11nX i/ SECTION • ) ..-.j Imprud70WW1.X7N.drrrn 41*m, 'r JC _ - .$`-o 1PyF nbk yarded Prm1111S'FFtal-oeDim.) rPvr1Mip m PmPrMd m be MWilM pluW dnlwP beneb. req�>:duxn rwmr�a _ .._... ....1..... - ref bwn wllYPoar..f lmnM mMllOimd kr x'•!-:,idr � n nlwr.rwRO1m1 I — ' Ezrmrl.-. \ x6.1'N•bgbnG:.:,lo��6rfw. .-^fMMlaoamaamamSSLtt•.• x t 3 ftzG 1 .-PrGpoxd Staging Am — - $ r '� .11fduar A+:m Aoobwllwdismn EndmGWtt �� :'I P�°Y,- i I 1 , biwxnTdfo7Nfr1deH1 I(:,RI'LIl4 aolE GFuwFGI I_:: �� ;� 1 F1mfeGNnxY6A 34•-_ I/will a� �, rxa�s: •1 e y I 1 :fAGy Sil .-mmpl exra. = a w,r nalnld .xmrelenrana«u _r Y: sli "IAPVO ant o \ mMM7oµmaiG O' C4i 1F Ft.r. ••[alp Ynlla9 taNr1^' / rmrf6i" ;If MM0111Wf4L.. -_ . [AND 71 Albert J.Krupski, President 4P`�SQFFO( � Town Hall James King,Vice-President ��V� CQ C. 53095 Route 25 P.O.Box 1179 Henn Smith V. Southold. New York 11971-0959 Artie Foster C Z Ken Poliwoda 0 Telephone(631)765-1892 q�Y Fax(631)765-1366 BOARD OF TOWN TRUSTEES TOWN OP SOUTHOLD October 26,2001 Mr. Dan Hall Land Use Ecological Services 2576 Sound Ave. Baiting Hollow, NY 11933 RE: BREEZY SOUND c/o NEIL B. ESPOSITO 61475 County Rd., 48, Greenport SCTM#45-1-2.1 Dear Mr. Hall: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, October 24, 2001 regarding the above matter: WHEREAS, Land Use Ecological Services,Inc. on behalf of BREEZY SOUND applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold,application dated September 17, 2001, and, WHEREAS,said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on October 24,2001,at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application,and, WHEREAS,the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, Z NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approve the application of BREEZY SOUND to construct a 4'X 72' fixed timber walk and access stairway. The access installation is proposed to coincide with destroyed access location. The timber walk is proposed to be supported by(36) 4"x 4"CCA timber posts with a depth of penetration of 6'+. A proposed 160+/-sf.of existing eroded bluff is to he augmented with 20+/-cy. of 500-1000 lbs. stone placed on filter fabric against existing eroded scarp face. A proposed 200+/-sf to be backfilled landward of proposed stone with 15+/-cy. of clean fill trucked in from an upland source,and then planted with Cape American Beach Grass on 18"centers. A 3' wide+/- 3' deep+/-X 30' long+/- trench with gravel to catch and control upland runoff. 10+/- cy. of gravel(1/2"+1-to I"+/-in dia.)to be utilized for the drainage trwi6. The fill from the proposed drainage trench will be utilized for a 2' wide+/-X I.5' high +/- X 90' long I-/-berm to aid in channeling and controlling the upland run-off, as depicted on plan dated 8/22/01 and last revised 10/25/01. BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency,which may also have an application pending for the same or similar project. Permit to construct and complete project will expire two years from the date it is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Two inspections are required and the Trustees are to be notified upon completion of said project. Fees: None �Very truly yours, / ez Albert J. Krupski,Jr. President,Board of Trustees AJK/lms DEC ACE Dept.of State I U IC C. MOORE, ATTORNEY *LAW j S t;u 4 JUN - 3 0 irk Road, Southold, NY 11971 (631) 765-4330 DATE T&' 1 -� .,,.awa• -1 SUBJECT a ✓I�-fu6 . fd,' yc�-uv. /yt�pr'�rcaa�zcvm �c -��rs P`'"rv"z �eo��E owr• _ nto ;u��sd 6� �va-� ,y� Q off,., r/ a-1�" �/�f JA (,,A 5r�n�{ T69 _ nnncr wee k) "-u SIGNED PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Secretary May 28, 2008 Ms. Jerri Woodhouse, Chairwoman and Southold Town Planning Board 53095 Main Road P.O.Box 1179 Southold,NY 11971 Site Plan: Breezy Sound/Cliffside ✓ �� ~ Dear Ms. Woodhouse: We are ready for a final site plan inspection in the week of June 1',prior to issuance of the Certificate of Occupancy. The Rental units are scheduled for occupancy . Please advise me as soon as we can schedule a final site plan inspection, I will make myself available any time. If you wish to discuss this further please do not hesitate to contact me. rytruly ours, atricia C. Moore 1 � � • /► PATRICIA C. MOORE /SIIT Attorney at Law �Q 51020 Main Road L Southold,New York 11971 Tel: (631)765-4330 Fax: (631)765-4643 February 13, 2008 Attn : Jerilyn B. Woodhouse, Chairperson Town of Southold Fc , Planning Board Office Main Road PO Box 1179 Southold NY 11971 RE: SITE PLAN FOR BREEZY SOUND CORP. A/K/A CLIFFSIDE RESORT SCTM: 1000-45-1-2.1 Dear Ms. Woodhouse: With reference to the above and pursuant to the July 10, 2007 Planning Board Resolution condition, enclosed please find copies of email communications with the Suffolk County Department of Public Works stating that no further permits are required by them. I trust this now satisfies the outstanding condition and our file is now complete. Very truly yours, Patricia C. Moore PCM/bp encls. C: Kevin Walsh, PE Ken Tedaldi 11 From: Hipperling, Justin [mailto:Hipperling@suffolkcountyny.govj " Sent: Wednesday, February 138 8:05 AM To: Kevin P. Walsh Subject: RE: Breezy Sound Corp. Kevin, I remember the project, since the entrance as previously approved has not changed nor the intensity of the property use has not changed or increased, no further permits will be required...... Regards Justin Hipperling Suffolk County Department of Public Works Phone: 631-852-5677 Fax: 631-852-4079 From: Kevin P. Walsh [mailto:kwalsh@bbvpc.com] Sent: Tuesday, February 12, 2008 5:47 PM To: Hipperling, Justin Subject: FW: Breezy Sound Corp. Justin: Back in February of last year I sent the email below to Paul Campagnola regarding the Breezy Sound project in Southold. I believe we subsequently discussed on the phone that a resubmission was not necessary(due to the fact that there were no changes proposed at the entrance or the work on CR48), but I can't find any correspondence to that effect. The Town approved the amended plan with the condition that we confirm with your office that no additional permits would be necessary(other than the Highway Work Permit already issued). If you could confirm that no resubmission is necessary, even by email, that would suffice. Thanks for your help. Please feel free to call if you have any questions. Kevin P. Walsh,P.E. Vice President BB" 175A Commerce Drive, Hauppauge,NY 11788 T/631-435-1111 F/631 435-1022 From: Kevin P. Walsh [mailto:kwalsh@bbvpc.com] FW: Breezy Sound Corp. Sent: Friday, February 23, 2007 5:11 PM To: Paul Campagnola (campagnolap@suffolkcountyny.gov) Subject: Breezy Sound Corp. Paul: Back on 7123/04, your office issued the work permit for the above-referenced project(no. #48-106), located on CR 48 in Southold. The project has been under construction (finally)for a few months, and the owners have decided, based on input from potential buyers, that more on-site parking is required. The intent is to file an amended site plan with the Town for additional parking along the northerly road (already shown on the attached plan adjacent to buildings D and E), as well as an additional 10 to 12 spaces along the easterly property line(not yet shown). There are no changes planned for the internal roadways or the access, and no changes to the road layout or number of units. The question is whether we need to re-submit to DPW based on these proposed changes. Thanks for your help. Kevin P.Walsh,P.E. Vice President BB`:�11 . 175A Commerce Drive,Hauppauge,NY 11788 T/631-435-1111 F/631435-1022 COUNTY OF SUFFOLK BS a RA STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS THOMAS LAGUARDIA, P.E. GILBERT ANDERSON, P.E. LOUIS CALDERONE CHIEF DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER July 19, 2007 Town of Southold Planning Board Office P.O. Box 1179 Southold,N.Y. 11971-0957 Attn: Jerilyn B. Woodhouse Re: CR 48,Middle Rd. Breezy Sound Corp.,a/k/a Cliffside Resort SCTM#1000-45-1-2.1 Dear Ms. Woodhouse: This Department has reviewed the above-referenced site plan and offers the following comments: We are in receipt of your letter dated July 10, 2007 and revised site plan dated June 8, 2007 for the above referenced development. We find that the additional parking as proposed will not change the Permit#48-186, as issued by this Department. In addition, the amendment includes the use of Belgium block curbing on site. Please be advised that Belgium block should not be used within the County right-of-way. If you have any questions,kindly contact Justin Hipperling,Traffic Engineer 1, of this office at 852-4100. Very truly yours, William Hillman, P.E. a 4 5 2001 By: M. Paul Campagnola '< Director of Highway Panning&Permits WH:MPC: :In L- r...-.._. -may»=.... SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631) 852-4010 335 VAPHANK AVENUE ■ VAPHANK, N.V. 11980 ■ FAX (631) 852-4150 l %Bell VBon �JC acci & V Van Weele,Pc Civil Engineers r`rr Surveyors 175A Commerce Dr. TRANSMITTAL Planners H1788'5e,NV T e31 4351 i I 1 F 631 4351022 FORM 175 North Main St. Branford,CT06405 T 203 483-4322 F 203 483-4323 w .bbvpc.com TO: Mr. Bruno Semon FROM: Kevin P. Walsh, P.E. Town of Southold DATE: July 5, 2007 Town Hall PROJECT: Cliffside Resort 53095 State Route 25 / PO Box 1179 A000"6. Southold, NY 11971-0959 VIA: ®Regular Mail NOvernight Mail QMessenger QOther- Copies Date No. Description 5 Revised Site Plan Remarks t As requested. ti (� 4l JU(_ 1 r -007 cc: Dave Lantz, LSM Development G:\WP—Shore\_proj_AOO\AO004A6\bsO7O5O7.doc 0 0 MAILING ADDRESS: PLANNING BOARD MEMBERS ��pF SOUIy� Southold,Box 1179 11971 JERILYN B.WOODHOUSE ,`O l0 Chair OFFICE LOCATION: KENNETH L.EDWARDS u+ Town Hall Annex MARTIN H.SIDOR • ,A,aa�O 54375 State Route 25GEORGE D.SOLOMON ., OlyCO� (cor. Main Sou h d,NY Ave.) JOSEPH L.TOWN END N MEMORANDUM Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE Date: June 22, 2007 TOWN OF SOUTHOLD To: Planning Board From: Bruno Semon, Senior Site Plan Reviewer Re: Revised Site Plan for Breezy Sound SCTM #: 45-1-2.1 Status: Approved and under construction pending approval for change in parking as submitted. This site plan is for a 68-unit motel complex on a 7.13-acre parcel in the RR Zone located 285' east of Chapel Lane on the north side of CR 49 and known as 61475 CR 48 in Greenport. SCTM#1000-45-1-2.1 Be advised that Planning Staff have met multiple times with the applicant and agent to discuss the changes on the revised site plan. Attached you will find a copy of a revised site plan reflecting the changes. Please,be advised after staff review the following changes have been noted and reflected in this revised site plan: In the parking bank of 21 spaces on the s/s/o the property;one parking space at the entrance /exit was removed, the island was removed, the handicap spaces have been merged to one central location utilizing one unload area and the parking bank increased to 21 spaces from 20 spaces. In the parking bank of 11 spaces on the property to the right of the entrance / exit; the spaces width of 10'was reduced to 9' saving an area l l'x20'=220 sq.ft. which offers additional green space on the se/s/o the entrance / exit and this parking bank was reduced from 12 spaces to 11 spaces. In the parking bank of 7 & 14 spaces on the s/s/o the inside courtyard; the spaces width of 10'was reduced to 9' saving an area 21'x20'=420 sq.ft., a media break was added in the parking bank separating the 7 spaces from 14 spaces and this added green space and this parking bank was reduced from 22 spaces to 21 spaces. In the parking bank of 3 spaces on the sw/s/o the courtyard was reduced from 4 spaces to 3 spaces which added green space. In the parking bank of 12 spaces on the sw/s/o the property the spaces width of 10'was reduced to 9' saving an area 12'x20'=240 sq.ft. which offers additional green space. Additionally the parking bank of 11 spaces had a handicap space which was relocated to the front parking area and added one additional parking space to this bank. Recommendation from staff is that the Planning Board accepts this revised site plan and authorizes the Chairperson to sign the site plan. Have staff prepare a resolution for approval at the July 9, 2007 meeting and request that the applicant submit four original certified copies. 1126 � 1 ! l r i ,I l x � � O ___ _ w wvm xrusnc uwv�.oramr rvmaar usm w i /i � i a ___ i � � �a•wld wrtr.rw irums�arunrte nur �m rrsi.m �rrxs n r.emx.mvev•wxaw � 1 — �.— -- 13w ett,Bonacci Q &VanWeele,P.C. Amended SRe Plan fp ® CLIFFSE RESORT GRAPN�C 9CAll EVMW R PLAN ry 7 i _M wr er xIn ewf �.� .s arH.au HtlN mNtlRVrIC' RwKr Mr u r It tm1 ,� �" 7 :•'. . !•°s werroitn er R(wr HnSrtlt a 11/aynp saws ro saw wuw �/-//A- �rr ssr uwrswwxro wcssa L M'°K Vw161K2'RO ICTt53 / \ rG HF s#vsxC RpPof[3 d K'to 7 < Ap��. i ..... ....... , 411 . rw_ ! aysme wwo ^^ p, sf w1 sora raa 8 1- 41wAa1 8 K O m' wKPO' CURB 1O� 4 ?G�q "s'- •assn S " 8 g � IIm.� ° / 8 /4 nm• � s2 rort M3 �+ / I Ih.RY / .. qIt• 9b Ca1CM[T �: aIXv35O1[Iw K11Q 8 R � 8 :-tea Is uNirs ,per 1 m p 9 Y 8 it hp, wm•. t .::. (�:. 1 2 Q wam• $ vv so 90 ''w � Kim Pcm. _ 91W LIROa!' ` m 9'W'01[1Y1(.M / wNRI1Ni gtVr1H AN W90 8 8 4 RIYm' B q' mw- GN 1996 AC/18 b6 RISm' _ w13m• 14Q.�y wnm• 19� 1 1 — 5 24M249" W 297.64' afn v eao'eaw r RKou _ � ssalmlr w.e«s m9 sm..auaY n _ vO tial 9A� s� � 7 O< ......... J Ac Mow 14 WN Mumm 11 .. Rdar Rldar o- CURB _...... '..:... 3 b / PH 22 J98 ❑ aq y STE M77E d h 7Qar eG/� h MS b `,r,� O• 4 PT 6Y9`91j Raar mw DUWSW PAD ❑ ❑T SUILDINO 10 m 4 .•:• $aa 12 UNI1S •far n SES x ldar n Q ... N 7Me ..... ..... 2 00 T 2x OJ 46 .... .. .. . w ' 14 1.2 4'lay. aar. a latdb, I12 $ 8 ............ - Moir PW 50,90 ACT 50.82 Qar I h YAw E WEOMF o S m 'Q D7ftD'&ADWLOW PMHNO `b PARAW PN A y AiWar PH 4996 ACT 4866 no. ® MS07 ar R/Q4D' finar msec 158.12 _ S 19'33 39 W S 24'02'49' W 297.94' nuMsm nm scow cmc aue m aE:aun�aanr cvar(dam SID•Aa�o rrwv�mvr Jf ror srnw ter�Es1 m �„�K .,.E _ 0 i • MAILING ADDRESS: PLANNING BOARD MEMBERS ��r4F SOUry� P.O. ,ox 1179 So 11971 JERILYN B.WOODHOUSE Chair OFFICE LOCATION: KENNETH L.EDWARDS G Q Town Hall Annex MARTIN H.SIDOR • ,,a,O 54375 State Route 25 JOSEPH GEORGEL TOWNSEND Ol��'oU'M �C.`_ (cor. Main Southold, NY&Youngs Ave.) h11, Telephone: 631 765-1838 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: April 30, 2007 To: Planning Board ,� From: Bruno Semon, Senior Site Plan Reviewe _/r/ 'Y� Re: Breezy Sound information SCTM #: 45-1-2.1 Status: Approved and under construction pending approval for additional parking as submitted. This site plan is for a 68-unit motel complex on a 7.13-acre parcel in the RR Zone located 285' east of Chapel Lane on the north side of CR 49 and known as 61475 CR 48 in Greenport. SCTM#1000-45-1-2.1 Please find enclosed a copy of the following: • ZBA Decision # 4942 dated March 20,2003 granted special exception approval for a "Resort Motel"with conditions. See ZBA appeal attached. (A-1 —A-4) • Building Departments Certification on use dated May 10, 2003. Use certified is "Hotel/Motel". (A-5) • PB Conditional Final Approval Resolution dated May 13, 2003. (A-6—A-7) • BBV site engineer letter dated March 27, 2007 for the proposed parking changes. • (A-8) • BBV site engineer letter dated April 16, 2007 for the proposed parking changes indicating use of the "Resort Hotel' from Institute of Transportation Engineers manual Parking Generation. (A-9) • Town Engineer review comments dated April 19, 2007 for the proposed parking changes. (A-10) • Pat Moore letter dated April 26, 2007 indicating reason for change. (A-11) • Parking Standards copies of the Hotel and Motel. (A-12—A-16) • New revised site plan cover sheet clarifying site data. (A-17 —A-18) • New revised site dimensional plan moving the spaces on the incoming entrance area. (A-19—A20) Town Code Section 280-78 Off Street Parking for "Hotel or motel,resort and transient"is "1 space for each guest room and 1 for each employee or 1 space per guest room, whichever is greater,plus accessory use parking as required" Town Code Section 280-4 Definitions for the is as follows: HOTEL OR MOTEL, RESORT --A building or group of buildings,whether detached or in connected units, containing individual guest units consisting of a room arranged or designed to be available for use as sleeping quarters for transients on a daily rental basis or for vacationers or other persons on a weekly rental basis, provided that one such unit may connect directly with not more than one other such unit. Each unit shall have a door opening on the exterior of the building or on a common hallway leading to the exterior. A "resort motel" may include such accessory uses as a beach cabana, private dock, dining room, restaurant or swimming pool, conference and meeting facilities or an accessory convenience shop, office or personal service facility,provided that such facility or shop is located within the building without any external sign or display and off-street parking facilities. The term "resort motel' shall not be construed to include "transient motel' or "mobile home park." HOTEL OR MOTEL,TRANSIENT --A building or group of buildings,whether detached or in connected units, containing individual guest units consisting of a room arranged or designed to be available for use as sleeping and living quarters for transients on a daily rental basis, provided that one such unit may connect directly with no more than one other such unit and that no cooking facilities shall be available. Each such unit shall have a door opening on the exterior of the building or on a common hallway leading to the exterior. A "transient hotel or motel' may include such accessory uses as an office, restaurant, accessory personal services, swimming pool and off-street parking facilities. The term "transient hotel or motel' shall not be construed to include "resort motel' or "mobile home park," nor shall it be deemed to include any dwelling unit except that of the owner or manager. In Town Code Section 280-78 Off Street Parking regulation under "Multiple dwelling (3 or more families)" could possibly be applied for parking of the approved use. Studio 1.5 per dwelling unit 1-bedroom 1.5 per dwelling unit 2-bedroom 2.0 per dwelling unit; 0.25 space is required for each bedroom in excess of the fust 2 bedrooms. Town Code Section 280-4 Definitions for is as follows: DWELLING, MULTIPLE --A building or portion thereof containing three or more dwelling units. DWELLING, ONE-FAMILY --A detached building containing one dwelling unit only consisting of a minimum living area of 850 square feet. [Amended 4-24-1990 by L.L. No. 8- 19901 DWELLING,ROW OR ATTACHED --A one-family dwelling with two common or party walls separating it from adjacent units on both sides. DWELLING, SEMIDETACHED --A one-family dwelling with one wall in common with an adjacent dwelling. DWELLING,TWO-FAMILY --A detached building containing two dwelling units only. DWELLING UNIT --A building or entirely self-contained portion thereof consisting of a minimum living area of 850 square feet containing complete housekeeping facilities for only one family,including any domestic servants employed on the premises, and having no enclosed space, other than vestibules, entrance or other hallways or porches, or cooking or sanitary facilities in common with any "dwelling unit." A house trailer, a boarding- or rooming house, convalescent home, fraternity or sorority house,hotel, motel,inn, lodging or nursing or similar home or other similar structure shall not be deemed to constitute a "dwelling unit." [Amended 6-19-1990 by L.L. No. 13-1990] If you should have any questions or need any additional information, please let me know. Thank you in advance. Cc: File Attachments APPEALS BOARD MEMBERS • �gOFFOt,�c �y0 GGy Southold Town Hall Lydia A.Tortora, Chairwoman c 53095 Main Road Gerard P. Goehringer w x P.O. Box 1179 George Homing O .te Southold, New York 11971-0959 Ruth D. Olivay�lJ O` ZBA Fax(631)765-9064 Vincent Orlando �a Telephone (631)765-1809 http://southolttmvjg&rk.net BOARD OF APPEALS TOWN OF SOUTHOLD 14O FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 20, 2003 41// App[. No. 4942 - BREEZY SOUND CORP. Southold Town Clerk Property Location: North Side of C.R. 48, a/k/a North Road (opposite San Simeon Nursing Home), Greenport; Parcel 1000-45-01-2.1. APPLICANT'S REQUEST: Applicant is requesting a Special Exception under Section 100-61B(4), for permission to establish new 68-unit motel with motel office, pool house for motel guests, and motel-manager's apartment unit as shown on the dimensional plan prepared by Barrett, Bonacci and VanWeele, P.C. dated 10/3/01, revised 8/2/02. PROPERTY FACTS/DESCRIPTION: The applicant's 7.13-acre parcel is unimproved and is located on the north side of C.R. 48, a/k/a North Road, in Greenport, and is located in the Resort- Residential (RR) Zone District. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 17, 2002 and January 16, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: CODE PROVISION: Code Section 100-61 B(4) provides that the following are permitted by Special Exception approval from the Board of Appeals, subject to site plan approval by the Planning Board: Transient hotels or motels, resort hotels or motels or conference facilities, provided that the following requirements are met: (a) Minimum parcel size shall be five(5)acres. (b)The maximum number of guest units shall be: [11 One (1)unit per six thousand (6,000)square feet of land without public water or sewer. [2] One (1) unit per four thousand (4,000) square feet of land with public water and sewer. (c) No music,entertainment or loudspeaker system shall be audible from beyond the property line. (d)The maximum size of a guest unit shall be six hundred(600)square feet. Page 2—March 20,2003 • �� Appl. No.4942—Breezy Sound Shores 1000-45-1-2.1 at Greenport In addition, the Board has reviewed the General Standards governing Special Exception uses set forth in Section 100-263 and finds that: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts. C. That the safety, the health, the welfare, the comfort, the convenience or the order of the town will not be adversely affected by the Resort Motel use and its location. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection. BOARD CONSIDERATIONS/REASONS: In considering this application, and on the basis of testimony presented, materials submitted and personal inspections, the Board has reviewed the code requirements set forth pursuant to Section 100-61 B(4) and finds that the applicant complies with the Code requirements, and that: 1. The proposed Resort Motel is required to be built on a minimum of five acres. Breezy Sound Shores Corp. has seven acres located on County Route 48. The proposed project is bounded on the east by a motel and a condominium, and on the west by a motel. The site is located across from the San Simeon Nursing Home on County Route 48, and to the north of the site is a bluff overlooking Long Island Sound. Breezy Sound Shores Corp. has received a Permit to build from the Town Trustees amended 1/7/02. 2. The number of guest units is determined by the availability of water and sewer. When both are available, one unit per four thousand square feet is allowed. The applicant has permission from the Suffolk County Water Authority to hook up to public water. Breezy Sound Shores Corp. also has obtained approval for a chromoglass system from the Suffolk County Board of Health for sewer disposal or ` Page 3—March 20, 2003' • • u^ Appl. No.4942—Breezy Sound Shores 14 3 1000-45-1-2.1 at Greenport they are in negotiations with the Village of Greenport for sewer hookup. This would allow construction of 68 units. 3. No music, entertainment or loudspeaker system shall be audible from beyond the property line. 4. The maximum size of a guest unit shall be 600 square feet. The applicant's plans call for a living area, kitchenette, and two bedrooms all within the 600 square feet limit. 5. The definition of a Resort Motel also includes the permission to build a manager's unit with one bedroom and kitchen, and a pool house, pool, office, and beach access. After considering all items under Section 100-61 B(4), no evidence has been submitted to show that the safety, health, welfare convenience order of the Town would be adversely affected by this Resort Motel use. This project is subject to a site plan review by the Planning Board. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Oliva, seconded by Member Tortora, and duly carried, to GRANT the application for a Special Exception, for a Resort Motel, subject to the following Covenants and Restrictions, to be prepared by applicant in recordable form, approved by the Town Attorney's Office, and filed by the owner/applicant with the Suffolk County Clerk's Office: 1. Regardless of the form of ownership of the Resort Motel or the individual motel units, the resort motel will be operated in accordance with the Southold Town Code. In accordance with the Southold Town Code, the Resort Motel shall be "rented on a daily rental basis or for vacationers or other persons on a weekly rental basis." 2. A Management Company, or equivalent, shall be established which will manage the day to day operations of the resort motel and shall monitor that the units are operated as a resort motel. A Board of Managers, or equivalent, will establish the rules and regulations of the complex. The rules and regulations shall be in conformity with the Southold Town Code. 3. The Operating Agreement of this complex will provide that individual owners of the resort motel units shall be guaranteed no more than two weeks of occupancy of their unit during the prime season. The units are to be placed in a rental pool and available to the public. In the event that the unit is not rented, the owner of the unit may Page 4 March 20,2003 • Appl. No..4942—Breezy Sound Shores 100045-1-2.1 at Greenport then occupy the unit in accordance with the rules and regulations established by the Board of Managers. 4. The Resort Motel will be closed from January 15th through March 15th of each year. 5. The units shall not be occupied as a dwelling. 6. The Resort Motel unit shall be rented as a suite with two bedrooms, and the bedrooms may not be - individually rented. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, Orlando, and Oliva. (Absent was: Member Horning of Fishers,Island.) This Resolution was duly adopted (4-0). Lydia ortora, Chairwoman—Approved for Filing 4/2f /03 0 SveF �gUFFO(�-coG -55 VL- CD N Z Town Hall,53095 Main Road th-- • Fax(631)765-9502 l y�0,( �� Telephone(631)765-1802 Southold,New York1971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: Bennett Orlowski, Planning Board Chairman FROM: Michael J. Verity, Building Department DATE: May 10, 2003 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Breezy Sound Hotel/Motel Location: 61475 County Route 48, Greenport SCTM# 1000 — Section 45 - Block 01- Lot 2.1 Date: April 9, 2001 Revised Date: August 2, 2002 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 45 AND 100 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. *THE PROPOSED USE Hotel/Motel IS/ARE A PERMITTED USE BY SPECIAL EXCEPTION BY THE BOARD OF APPEALS, IN THIS RR DISTRICT AND IS SO CERTIFIED. * Certification subject to curb cut approval (239f), special exception, SCWA approval and Greenport Sewer District approval. Michael J. Veri Principal Building Inspector : - • 44 PLANNING BOARD MEMBERS ��gUFFO(K�o BENNETT ORLOWSKI,JR. QQ P.O. Box 1179 Chairman = G'l� Town Hall, 53095 State Route 25 o Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 WILLIAM J. CREMERS O Fax (631) 765-3136 KENNETH L.MARTIN H. SIDORRDS PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 13, 2003 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: Proposed Site Plan for Breezy Sound Corp. Located at 61475 CR 48, Greenport SCTM # 1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, May 12, 2003: The final public hearing was closed. The following resolution was adopted: WHEREAS, this proposed site plan, to be known as site plan for Breezy Sound Motel in Greenport, is to construct a new 68 unit motel with a pool house for motel guests and a manager's apartment unit, located on 7.13 acres on the north side of CR 48; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, CR 48, Greenport, SCTM # 1000-45-1-2.1; and WHEREAS, a formal application for the approval of this site plan was submitted on December 1, 2000; and WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act (Article 8), Part 617, declared itself lead agency and issued a Negative Declaration on July 8, 2002; and WHEREAS, the Zoning Board of Appeals granted a Special Exception (Application No. 4942) on March 20, 2003 to establish a 69 unit motel with kitchenettes for rental on a daily or weekly basis and required that the resort motel be closed from January 15`h through March 15th of each year; and Breezy Sound — Page Two — 5/13/03 WHEREAS, the Southold Town Board of Trustees approved a Wetlands Permit on November 27, 2001, and revised on January 7, 2002, identifying a freshwater area and establishing a 50 foot non-disturbance area from the flagged area, and a 50' non- disturbance buffer on top of the bluff line; and WHEREAS, on March 20, 2001, the Architectural Review Committee reviewed and approved the proposed site plan design elements; and WHEREAS, the Town Engineer has reviewed the drainage calculations and the Planning Board has accepted his recommendation for approval, including the requirement that the Town Engineer perform a final inspection of the interior roads and parking areas prior to issuance of the final Certificate of Occupancy; and WHEREAS, this site plan, dated October 3, 2001, and last revised August 2, 2002, was certified by the Building Inspector on May 10, 2003; and WHEREAS, the applicant hereby agrees and understands that if the site plan which receives stamped Health Department approval differs in any way from the proposed conditional site plan on which the Planning Board held a public hearing and voted on, then the Planning Board has the right and option, if the change is material to any of the issues properly before the Planning Board, to hold a public hearing on this "revised "site plan application and review its conditional approval; and WHEREAS, on May 1, 2003, the applicant signed a statement agreeing not to object to a new public hearing and Planning Board review of the revised application; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant conditional final approval on the surveys, dated October 3, 2001, and last revised August 2, 2002, subject to fulfillment of the following condition. This condition must be met within six (6) months of the resolution: 1. Review by the Suffolk County Department of Health Services. Please contact this office if you have any questions regarding the above. Very truly yours, Bennett Orlowski, Jr. Chairman • • A -9 Barrett Bonacci & BBYVan Weele,Pc March 27, 2007 Civil Engineers N Surveyors 175A Commerce D, Planners Hauppauge,NY 11788 Ms. Pat Moore T63i 435-1111 51020 Main Road F631 435-1022 Southold,NY 11971 Cl BE: Breezy Sound (Cliffside)—Amended Site Plan 175 ford,NortT 06ain s. Branford,R 06405 Project No. A000446 T203483-4322 F 203 483-4323 Dear Ms. Moore: www.bbvpcmm Attached for discussion with the Town are the revised plans for the above-referenced project. As requested by the Client, the amended site plan includes the following revisions to the approved plan: 1. Additional drainage structures, constructed as "wicks" to enhance the leaching of stormwater, have been added in select locations due to soil conditions. In addition, provisions have been made for connection of foundation drains to additional drainage structures as necessitated by field conditions. 2. The applicant is proposing to add 30 parking spaces to the plan, consisting of 20 additional spaces along the northerly section of the loop road and 10 spaces along the east property line. The plans reflect the associated adjustments to grading and drainage required to accommodate the new parking areas. 3. Two trash enclosures have been added to the plan, at the northeast and northwest corners of the loop road. 4. The applicant is proposing a change from concrete to Belgian Block curb, which is reflected in the details. In conjunction with the revisions noted above, we have contacted Paul Campagnola at Suffolk County Department of Public Works regarding the current Highway Work Permit. We expect Mr. Campagnola to confirm that these amendments will not require additional SCDPW review. Please feel free to call if you have any questions or require any further information. Very truly yours, BARRETT, BONACCII& VAN WEELE, PC K a 1 lI 1 Kevin . Walsh, P.E. Vice President 2007 G'.AWP ShareA_proj_A00AA000446Apm032707.doc - I cc Dave Lantz, LSM Development 04!17%2007 04:57 FAX 631 785 4649 MOORE LAW OFFICES + Planning Board 4 002 Rpr 17 2007 9:02RM WRRETT, BONnCCI 4529215 p. 1 vSarre" 6tmacci & Van Weele, April 16,2007 CMI enainncn n Surveyors 17.w CM.,...wt Ms. Pat Moore pinnner, H.oVWuae,NY1 ts,aas•1hr1 Patricia C. Moore,Attorney at Law o.,43¢1027 51020 Main Road Southold,NY 11971 17:i Ncr/h Main 51 RX; Breezy Sound (Cliffside Resort) o-an483- ossa 422 Project No.A000446 r ar 493432] Dear Ms. Moore! �.W.6b pc�om As discussed,the applicant for the above-referenced project is proposing a site plan amendment which includes the construction of additional parking spaces beyond the number of spaces required by the Code.Although the Code requires only 69 spaces for the 59 proposed resort hotel units,the applicant is requesting to increase the total number of parking spaces available from the 80 originally proposed to 110 In support of this request, we bave reviewed the parking requirements far "Resort Hoter, contained in the Institute of'Transportation Engmwm manual Pw�ldng Generatkm, 3" Edition. The peak period parking demand per room(or in this can,per unit)averages approximawly 1.42 vehicles per unit,which would result in a demand of 98 parking spaces.Given the nature of these units(multiple rooms,which could generate more than one vehicle per unit for some oecupanu), we feel that 110 spaces is not unreasonable to accommodate peak season parking demand. Please do not hesitate to contact our office if you have any questions or require any further information. Very truly yours, BARRETT,BONNA�CCCCII&& VAN WEELE,PC Kevin P.Walsh,P.E. Vice President G 4WP_Shue!yroj_AMA000446%pm041 W.0oa 0 14 SCOTT A. RUSSELL ��o�$uFFolt�o JAMES A. RICHTER, R13 SUPERVISOR ENGINEER TOWN HALL - 53095 MAUI ROAD �p x TOWN OF SOUTHOLD,NEW YORK 11971 Foe. (631)-765-9015 C Tel.(631)-765-1560 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD ' f .:ay Jerilyn B. Woodhouse nn D V E April 19, 2007 Chairperson - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 APO 2 0 2007 Re: Breezy Sound Motel -- SCTM#: 1000-45-01-2.1 Southold Town Fisnni Board Dear Mrs. Woodhouse: M As per a request from your office, I have reviewed the amended site plan for the above referenced project. This site plan Set of drawings has been prepared by the office of Barrett, Bonacci&Van Weele, PC and has been dated 2/26/07. This review also includes a letter dated 3/27/07,which outlines four(4)items detailing the proposed/requested modifications to the approved Site Plan. Please consider the following: 1. The proposed additional parking areas and the amendments to the drainage design meet the minimum requirements of Town Code. 2. 1 have inspected the first drainage"Wick"that has already been installed. This item will enhance the effectiveness of the original design and is considered a suitable alternate to address the poor soil conditions found at this site. 3. The two trash enclosures appear to be suitably located in areas that will not conflict with required setbacks. 4. The requested change to install Belgian Block Curbing within this private development has been reviewed and approved by the Highway Superintendent. If you have any questions regarding this review, please contact my office. Sinc rely, i-�4 ames A. Richter, R.A. CC: Peter Harris (Superintendent of Highways) PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 April 25, 2007 Y ". Mrs . Woodhouse, Chair Southold Town Planning Board Town Hall 53095 Main Road P.O.Box 1179 Southold, NY 11971 _ Re : Parking and Landscape modifications Site plan for Breezy Sound/Cliffside Resort CR 48, Greenport, NY Dear Mrs . Woodhouse and Board: Thank you for reviewing our proposed revisions to the site plan. We have requested additional parking spaces as well as additional landscaping. I .failed to *nt out to you that significant additional landscaping is proposed for the landscape area adjacent to County Road 48 . The additional landscaping was intended to mitigate the request for additional parking spaces . The owner wishes to provide adequate parking for the motel guests on site . It would be both inappropriate and dangerous for guests to park either on CR 48 or across the road as a result of limited parking availability. Our engineers have recommended additional spaces after review of parking standards for a motel use . We wish to provide for the parking needs now, prior to completion of construction, rather than after it becomes a problem and can not be corrected because of placement of utility lines and drainage . Thank you for your courtesy, if you need anything else please do not hesitate to contact me . Very -1311 r ly yours , atricia C. Moore cc : Breezy Sound Corp . Ir r ,/ y • Y � • � y v y IAW y r Parking Standards .,a y y i� �, • � A y / .\ � .\ American Pla/ming Asenriaiinu epw't,Gv�umiSc • � Yn No o 1 space for every 2 beds(Raleigh,N.C.,poo176,093) Bicycle Parking Standard: 120 employ- I A. 1 parking space for each 2 beds for patients,plus 1I ees(Madison,Wisc.,pop.208,054) I space for each staff doctor or nurse,plus 1 parking Bicycle Parking Standard: 1 per 30 vehicle space for each employee on the maximum shift(Boca spaces which are 1 per 2 beds, plus 1 per Raton,Fla.,pop. 74,764) employee(Grand Junction,Colo.,pop.41,498) . 1 per bed(Tampa.Fla.,pop.303,447) hostel • 1 space per bed for first 100 beds;1 space per 2 beds • 1 off-streetparking space provided for each 600 square for next 100 beds;I space per 4 beds thereafter(Co- feet of gross floor area contained in any structure or lumbia,Mo.,pop.84,531) structures containing any use by right; provided, • 1 parking space shall be provided for each 2 beds,plus however,that for each habitable unit in a motel there need be provided not more than 1 off-street parking 2 spaces for each 3 employees(Gurnee,Ill.,pop.28,834) space(Denver,Colo.,pop.554,636) • 1.5 spaces per bed,plus I space per employee(Lenexa, Kans.,pop.40,238) hotel(see also extended-stay hotel;motel;resort • 2 spaces per bed,plus outpatient medical clinic and hotel) The maximum required shall be as follows:l space for outpatient medical offices,if any(Aventura,Fla.,pop. eachguest room withoutkitchen facilities and 1.5spaces 25,267) for each guest room with kitchen facilities,plus l space • 2.25 per bed at design capacity(Arlington,Mass.,pop. per each 100 square feet of banquet,assembly,meeting, 42,389) or restaurant seating area.The decision-making body . 3per bed(Hickory,N.C.,pop.37,222) may require less than the maximum requirement based Minimum:1 per 400 square feet of gross floor area on factors including,but not limited to,the size of the Maximum:1 per 100 square feet of gross floor area project,the range of services offered,and the location. (San Antonio,Tex.,pop.1,144,646) (Redondo Beach,Ca '., o .63,261 � ' z , d° yy hotel Minimum: 2 spaces per bed. 2 spaces per 1,000 • For the first 40,000 square feet of floor area,20 off-street square feet of floor area parking spaces for every 1,000 square feet.10 off-street Maximum:2.5 spaces per 1,000 square feet of floor parking spaces shall be provided and maintained by the area (excluding on-campus medical office build- hotel or motel foreach additional 1,000 square feet up to l ings for which medical or dental office standards 100,0110 square feet of floor area. Furthermore, 5 off- apply)(Gresham,Ore.,pop. 90,205) street parking spaces shall be provided for every 1,000 Minimum 2 per bed square feet over 100,000 square feet of space used. Maximum:1 per bed(Glenville,N.Y.,pop.28,183) I Additionally, at least 1 permanently maintained off- Bicycle Parking Standard:0.2 spaces per 1,000 street parking space shall be provided for every 300 square feet of Floor area used for administrative offices. square feet of floor area(excluding on- cam-pus medical office buildings for which medi- Convention faeflities,dressing rooms,employee lounges and locker rooms,kitchen areas,stage and backstage cal ordental office standards apply)(Gresham, areas,and all similar areas not open to the public and not Ore, 9Q205) 113 hoM1,resull� Ian usig2, frn�hornrp rmpininw°ni It excluded in this subsection sha0 provide at least 1 Bicycle Parking Standard: 1 space per 10 permanently maintained parking space for every 1,000 i�, O guest rooms(Gresham,Ore.,pop.90,205) square feet of floor area.(Mesquite,Nev.,pop.9,389) Bicycle Parking Standard: 1 per 20 employ- '. . 11.7 spaces per accommodation unit,plus 1 space per ees(Madison, Wisc,pop.208,054) 330 square feet(Vail,Colo.,pop.4,531) Bicycle Parking Standard: long-term park- I fur each sleeping mom,plus] lire each 400 square !! ing: 2, or 1 per 50 employees; short-term feet of meetin ea and restaurant space r mgtun, parking: none (Grand Juncfmn, Colo., pop. A4ass.,PoMCL389 41,498) 1 space per room or lodging unit(Eugene,Ore.,pop. hotel,resort(see resort hotel) 137,893;Gresham,Ore.,pap.90,205;Raleigh,N.C.,pop. l house of worship(see chapel;church;mosque; 276,093;Tampa,Fla.,pop,303,447) !, synagogte;temple) . 1 space per guestroom,plus the applicable requirement for eating and drinking,banquet,assembly,commercial houseboat moorage ! percent of the s per berth Gresham,Ore.,pop.90,205) fired for such use,less 75 • 1 s ace ( . or other as required P p F 1 spaces required forguestrooms(PaloAlt°,Calif,Pop,58,598) , l space per slip per connection facility(Dade County, • 1 space per room, plus 1 space per 20 rooms (to ! Fla.,pop.2,253,362;SL Helens,Ore.,pop. 10,019) accommodate motel per hotel staff),plus 75 percent �I! 1 space for each dwelling unit(Seattle, Wash., pop. of the normalspaces required foraccessory uses(e.g. j 563,374) banquet rooms, meeting rooms,restaurants,etc.) if a licable(Columbia,Ma,pap.84,531) 'I housing,short-term rental(see short-term rental pP • 1 parking space shall be provided for each guest or I housing) sleeping room or suite,plus 1_ 'onal space for housing,temporary employment(see migrant each employee(Garnet,,Ill.,V° agricultural labor housing) 1.2 parking spaces shall be provided for each sleeping room for hotels,apartment hotels and motels.In addi- rroms if there are other accessory uses i tion to sleeping r provided therein,additional,off-street parking shallbe provided for those accessory uses at the rate of 40 percentof the requirements for such uses as provided in Other subsections hereof.(Born Raton,Fla.,pop.74,764) • 1.25 for each rentable room or suite,plus 10 for each 100 square feet of conference,banquet or restaurant area(Lansing,N.Y.,pop.10,521) 1.25 per room for first 50 rooms,plus 1 per room for each additional room; other uses within hotel er ! motel at standard rates(Hickory,N.C.,po .37,222) I Minirnum:0.8 per room,plus l per 800 square feet of public meeting area and restaurant space ' Maximum:l per room,plus 1 per 400 square feet of public meeting area and restaurant space(San Ali ionic,Tex.,pop. 1,144,646) Minimum.1 space per guest room or suite Maximum: 1.3 spaces per guest room or suite (Gresham,Ore.,pop.90,205) 11 Minimum: 1 space for each sleeping room or indi- vidual suite of sleeping rooms,plus 1 space foreach 250 square feet of gross floor area within the restau- I rant per bar per entertainment facility (if appli- cable) Maximum: 1.5 spaces for each sleeping room or individual suite of sleeping rooms,plus 1 space for each 100 square feet of gross floor area within the restaurant per bar per entertainment per meeting room facilities(if applicable)(Jefferson County,Ky., pop.693,604) 114 monastery motel • 4 spaces per model home (Door County, Wisc., pop. mosque 27,961;North Ogden,Utah,pop.15,026) • 1 space per 5 seats (Columbia,Mo.,pop.84,531) • 5per site(Rapid City,S.Dak.,pop.59,607) • 1 space for each 4 seats based upon maximum seating • 5 per 1,000 square feet of gross floor area,plus 1 per capacity or at least 1 space for every 10 lineal feet of 2,000 square feet of gross land area(Racine,Wisc.,pop. bench seating(Franklin County, Wash.,pop.49,347) 81,855) Minimum:1 per 8 seats monastery(see conventhnonastery) Maximum: 1 per 1.5 seats (San Antonio, Tex., pop. 1,144,646) monument sales establishment(see also cemetery) Minimum:0.3 spaces per seat or 1 space per 6linear 1 off-street parking space for [each] 2 employees, feet of bench seating in sanctuary based upon the maximum number of employees on Maximum: 0.6 spaces per seat or 1 space per 4.5 the premises at any time(Westnunrt,Ill.,pop.24,554) linear feet of bench seating in sanctuary(Gresham, • 1 space per 500 square feet, plus 1 space per 2500 ] Ore.,pap.90,205) square feet of outdoor storage area Beach County,q g & � Where permanent seats installed: Fla.,pop.1,131,184) Minimum:l space for each seats in the sanctuary or • 4 per 1,000 square feet(Hid;orr;,N.C.,pop.37,222) primary assembly area Ma.rinnun: 125 percent the minimum number of mortuary(see also caskets and casket supplies 1 establishment;funeral home;undertaker's spaces required. Where no permanent seats provided: -- establishment) Minimum:1 space for each 50 square feet of seating • At least 33 permanently maintained off-street park- area in the sanctuary or primary assembly area ing spaces shall be provided for every 1,000 square When calculating the required parking for this use, feet(Mesquite,Nev.,pop.9,389) one shall consider all uses associated with the pri- • 1 parking space for each 4 seats in the principal mare use on the site and their hours of operation seating area,plus 3 parking spaces;or l parking space and peak hours of usage to determine the minimum for each 45 square feet in the principal seating area, number of parking spaces needed to adequately whichever is the greater (Shasta County, Calif, p)p. serve all uses associated with the primary use.The ]63,256) planning director may waive the requirements of • 1 space for each 40 square feet of floor arca in assem- i section 9.1.3 E of this part if adequate information bly room(Holladay,Utah,pop. 14,561) is provided by the applicant todetermine the cumu- • 1 space foreach 3 seats in the main assembly room;or loin e parking needs-on the site. 1 space for each 20 square feet in the main assembly Maximum: 125 percent the minimum number of room(Coconino County,Ariz-pop. 18,617) spaces required(Jefferson County,Ky.,pop.693,604) • l parking space per 2 employees, plus 1 parking v Bicycle Parking Standard: 1 space per 40 space per 3 seats(Miami County,Kans.,pop.28,351) seats or 1 space per 60 linear feet of bench • 4spices per 1,000square feet ofgross floorarea,plus seating(Greshmrr,Ore,pop.90,205) 0.3 spaces per scat(Lakeruood,Colo.,pop.144,126) Bicycle Parking Standard:1 per 20 seats in Minimum: 1 per 400 square feet of gross Floor area main assembly area(Tigm'd,Ore.,pop.41,223) Maximum: 1 per 100 square feet of gross floor area Bicycle Parking Standard: 1 per 30 vehicle (San Antonio,Tec,pop. 1,144,646) spaces which are 1 per 3 scats (Grand Junc- tion,Colo.,pop.41,498) Minimum:0.3 space per seat in assembly area or 6 linear feet bench seating in largest assembly area motel(see also extended-stay hotel;hotel) Maximum:0.6 space per seat in assemblyarea or4.5 At least I off-street parking space per guest roomfor linear feet bench seating in largest assembly area the first 500 guest rooms in any establishment. In (G)esham,Ore_pop. 90,205) addition, toff-street parking space shall be provided Minimum: I space for each 150 square feet of Floor and maintained per 2 guest rooms in excess of 500 area in parlors or assembly areas guest rooms in any establishment. I off-street park- Maxirurun: 1 space for each 75 square feet of flour ing space shall be provided and maintained per 4 area in parlors or assembly areas(Jefferson County, guest rooms in excess of 1,000 guest rooms in any Ky.,pop, 693,604) establishment(Mesquile, ev.,pot)9,389) , IBJ Bicycle Parking Standard:0.1 spaeeper 1i g,000 1parkspace.per gue.(room plus spa )per 2 �'7"'�J square feet of floor arca(Greshnur,Ore,pop em h yecs,plus re uir d ar for avec ory uses. (Sh stn Cmr�l o .163,256) ' U 90,205) H-Calif,f, P c d Df 129 motion girtur,°s�, � roofer urLirle 6odp Jmp i t Az motel • ] space per rooming unit(Lenexa,Kmrs., p.48,238) � � Bicycle Parking Standard: 1 space per 10 • 1 space per unit,plus 4 per 50 units,plus spaces as guest rooms(Gresham,Ore.,pap.90,205) required for ancillary uses (Kennett Township, Pa., motion picture studio(see also production studio) pop.6,451) , I, 1 space per 300 square feet(Lufkin,Tex.,pap.32,709) 1.25 per room for first 50 rooms,plus I per room for • 1 per 1,000 square feet of gross floor area(Greensboro, each additional room; other usec within hotel oe ��� N.C.,pop.223,891;Washington,N.C.,pop.9,583,) ' motel at standard rates. sknry,N.C.,pap.37,222) Minimum:2 spaces,plus 1 space for each employee • 1 space per room plus 1 space per 200 s uare feet of 17 on maximum shift common facilities(Lufkin,Tex.,pa .3 ,709) Maximum:5 spaces,plus 1 space for each employee Minimum:0.8 per room,plus l per800 square feet of on maximum shift(Jefferson County,Ky.,pop.693,604) public meeting area and restaurant space Maximum:1 per room,plus 1 per 400 square feet of motor vehicle body shop(see also motor vehicle public meeting area and restaurant space(San An- E repair service) ton io,Tex.,pop. 1,144,646) • 6 spaces for the first service bay,plus 2 spaces per bay Mournum:1 space per guest room or suite thereafter(Yonkers,N.Y.,pop.196,086) Maximum: 1.3 spaces per guest room or suite • 3 for each service bay(Ogden,N.Y.,pop.18,492) (Gresharu,Ore.,pop.90,205) 1 space per 500 square feet(Roscoe,LIL,pop.6,244) Minimum: 1 space for each sleeping room or indi- . 1 per service bay,plus 1 per employee(Bloomington, vidual suite of sleeping rooms,plus l space for ach Ind.,pop.69,291) 250 square feet of gross floor area within the restau- • 10 spaces per service bay, plus 1 space per vehicle rant per bar per entertainment facility (if appli- used in the conduct of the business(Schaumburg,III., cable) pop. 75,386) Maximum: 1.5 spaces for each sleeping room or individual suite of sleeping rooms,plus 1 space for 1 space per 250 square feet(Palm Beach County,Fla., each 100 square feet of gross floor area within the pop. 1,131,184) restaurant per bar per entertainment per meeting Minimum:1 per 500 square feet of gross floor area room facilities(if applicable)(Jefferson County,Ky., including service bays, wash tunnels and retail pop. 693,604) areas Minimum:0.9 per room or suite Maximum:I per 375 square feet of gross floor area _ Maximum:1.2 per room or suite(Glenville,N.Y.,pop. including service bays, wash tunnels and retail 28,183) areas(San Antonio,Tex.,pop. 1,144,646) 130 J AMENDED SITE PLAN �� A- CLIFFSIDE RESORT �.aa� _ SITUATE / /� `11W' ��✓ GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK i OWNER / APPLICANT BREEZY SOUND CORP. NUP Jeaaup Avenue Quo9ue, NY 77959 ----- _--•—_ L C _ \ LONG ISLAND SOUND - LIST OF DRAWINGS e 1 DMENSC'ONSTIONAL PLAN / 2 CONSTRUCTION PLAN J ROAD PROFILES 6 SITE OE TAILS / 4 LANDSCAPE PLAN /ECT PR ' 5 EROSION CONTROL PLAN SUBJOPERTY - e S ITAR. SEWER W WATER MAIN PLAN -�� I � � P WATER MAN DRAINAGE AND SANITARY DETAILS 1 L„T z �- Orvx� UNT COY ROUTE ROAD 48) � _orv�Rrv�orvs SID� YAID 15 MIN 1. RFAR °°a.�E s,u�, I MPNDFD / 1 .IXw1AETOEN9RV 6 I=—� \/\/\ sNE.�og1b1� _WasT.Aa.�ry 1. ,e " / LREiCEMIM. _l / �� PNY(NG LALCLLwTpNS / R yo,M%r�6 of UTr <Orvoo n,N..ms xg cervi e-,1rIJN nN arOui3 O ez.,awe[s c &b/�R� waweeM oww Ees uo noREss `P„o,mec la,csaII—L s..NO e sPacEa KAY PIAN DRAWINGS PREPARED BY Burst B'm,m 8 V,)Weelc.P.C. nm n,aor MWECT No.AM0440 LIST OF DRAWINGS 1 DIMENSIONAL PLAN 2 CONSTRUCTION PLAN 3 ROAD PROFILES & SITE DETAILS 4 LANDSCAPE PLAN • 5 EROSION CONTROL PLAN 6 SANITARY SEWER & WATER MAIN PLAN 7 WATER MAIN, DRAINAGE AND SANITARY DETAILS SITE DATA SITE AREA 310,647 SF OR 7.13 ACRES TAX LOT No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 ZONING RR—RESORT/RESIDENTIAL USE CONDOMINIUMS REQUIRED PROPOSED FRONT YARD 35' MIN. 50' SIDE YARD 15' MIN. 30' REAR YARD 35' MIN. 185'f PLOT COVERAGE 25% MAX 8.14% PREY. APPROVAL AS AMENDED LANDSCAPE COVERAGE 25,9% 22.0& (WITHIN SETBACKS) PAVED AREAS 16.08% 18.65% (INCL. SIDEWALKS & PARKING ) PARKING CALCULATIONS PARKING REQUIRED CONDOMINIUMS 1 SPACE PER UNIT 69 UNITS—TOTAL REQUIRED 69 SPACES PARKING PROVIDED 110 SPACES (INCL. 5 HANDICAP SPACES) DRAWINGS PREPARED BY �� Rnr•rot+ Rnrini.l.i Cn � n.v LINO IBIAlO 8pR0 i `•°°„ "v' peQslousw Ba,i ot.6oiwcci 8 VanACccle PS. AmendedSite Plan for crzaax¢scups CLLIIFFSIDE RESORT �DINENSIONAL• ". s[ PLAN 7 m / �. .g ism . 1 < RSaO a" .w�1O - pav $g We g I �Q p°p• maw' 8 Qa CURB 1 a 'Qn;•'- 1eIc 8 g x ag 4 / u 0/�iJbO:•�' x PN O J9,81 YL Raa-S ❑j °) h \ hM1M '�,e• 7 /�• nm vicev /IP 4 Bu sJ RSa° / _. war. roro• ua• Po a°'� s[r�z $ gig p 4 g 10a 4 nm QL AP t ZpJd6 .Q a'g ` .... a. /4 8 / 12 \ 8 RS(p' la ^ PN 5090 �Q��_ ACt 5062 ag 0 _ q0 PN sago A a RIQM- PN d996 AC/6866 RISOYI' Rla a°' H� - 14`y.g2• "P0• v S 19,333 W 158.12 _ S 24'02'49' W 297.94' QwvQ '•w.Rra rov xaaa MMS) n — — �•..rz ------------------- RL1p ro RMa.wr°�v rtRa ns wq[vu[o Br Rraien, NORTH ROAD (C.R. 48)�`"`""""�` (MIDDLE ROAD) I 04. 25/2007 17:50 FAX Bal 705 4043 MOORE LAS' OFFICES X1001 PATRICIA C. MOORE r Attorney at Law 51020 Main Road --� Southold.N.Y. 11952 Tel: (631)765-4330 Fox: (631)765-4643 April 25, 2007 Mrs. Woodhouse, Chair Southold Town Planning Board Town Hall 53095 Main Road P.O.BoX 1179 Southold, N'Y 1197'_ Re: Parking and Landscape modifications Site plan for Breezy Sound/Cliffside Resort CR 48, Greenport, NY Dear Mrs. Woodhouse and Board: Thank you for reviewing our proposed revisions to the site plan, We have requested additional parking spaces as well as additional landscaping. i failed to pint out to you that significant additional landscaping is proposed for the landscape area adjacent to County Road 48 . The additional landscaping was intended to mitigate the request for additional parking spaces. The owner wishes to provide adequate parking for the motel guests on site . it would be both inappropriate and dangerous for guests to park either on CR 48 or across the road as a result of limited parking availability. our engineers have recommended additional spaces after review of parking standards for a motel use. We wish to provide for the parking needs now, prior to completion of construction., rather than after it becomes a problem and can not be corrected because of placement of utility lines and drainage. Thank you for your courtesy, if you need anything else please do not hesitate to contact me. Ve�+ ly yours, atricia C. Moore cc: Breezy Sound Corp. • r'I PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643F April 25, 2007 Mrs . Woodhouse, Chair Southold Town Planning Board APS Town Hall 53095 Main Road P.O.Box 1179 Southold, NY 11971 w. Re: Parking and Landscape modifications Site plan for Breezy Sound/Cliffside Resort CR 48 , Greenport, NY Dear Mrs . Woodhouse and Board: Thank you for reviewing our proposed revisions to the site plan. We have requested additional parking spaces as well as additional landscaping. I .failed to pont out to you that significant additional landscaping is proposed for the landscape area adjacent to County Road 48 . The additional landscaping was intended to mitigate the request for additional parking spaces . The owner wishes to provide adequate parking for the motel guests on site. It would be both inappropriate and dangerous for guests to park either on CR 48 or across the road as a result of limited parking availability. Our engineers have recommended additional spaces after review of parking standards for a motel use. We wish to provide for the parking needs now, prior to completion of construction, rather than after it becomes a problem and can not be corrected because of placement of utility lines and drainage . Thank you for your courtesy, if you need anything else please do not hesitate to contact me . Ve ly yours, atricia C. Moore cc : Breezy Sound Corp. 1 . SCOTT A. RUSSELL JAMES A. RICHTER, R.A. SUPERVISOR ENGINEER TOWN HALL - 53095 MAIN ROAD (CO Z TOWN OF SOUTHOLD,NEW YORK 11971 Fax. (631)-765-9015 Tel.(631)-765-1560 ,401 �aQ1` JAMIE.RICHTERQTOWN.SOUTHOLD.NY.US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD 1 Jerilyn B. Woodhouse D WE April 19, 2007 Chairperson - Planning Board C Town Hall, 53095 Main Road Southold, New York 11971 APR 2 0 Re: Breezy Sound Motel - SCTM #: 1000-45-01-2.1 Southold Town plannim Board r Dear Mrs. Woodhouse: __. . . As per a request from your office, I have reviewed the amended site plan for the above referenced project. This site plan Set of drawings has been prepared by the office of Barrett,Bonacci&Van Weele, PC and has been dated 2/26/07. This review also includes a letter dated 3/27/07,which outlines four(4)items detailing the proposed/requested modifications to the approved Site Plan. Please consider the following: 1. The proposed additional parking areas and the amendments to the drainage design meet the minimum requirements of Town Code. 2. 1 have inspected the first drainage"Wick"that has already been installed. This item will enhance the effectiveness of the original design and is considered a suitable alternate to address the poor soil conditions found at this site. 3. The two trash enclosures appear to be suitably located in areas that will not conflict with required setbacks. 4. The requested change to install Belgian Block Curbing within this private development has been reviewed and approved by the Highway Superintendent. If you have any questions regarding this review, please contact my office. Sinc rely, 114 ames A. Richter, R.A. cc: Peter Harris (Superintendent of Highways) 0417%2007 00:97 FAX 091 765 4030 MOORE LAN' OFFICES + Plannins Board 2002 Rpr 17 2007 8t02RM IsRETT, Botincc1 6328215 p. 1 v Bclrnett R &rnacci & ■+ V n weale, April 16 200' Cwil n ln2in,crs . P Su,vgan 17.iP Cbn E piannor, HQ,p More,NY Ms.Pat%bore ra,435,1111 Patricia C.Moore,Attorney at Law Fw+434-1022 51020 Main Road Southold,IVY 11971 17:i Nart1 Main 51 B.anfe.d,R ObdO RE; Breezy Sound (G fMide Resort) t a2 463-422 Project No.A000446 r a3 483 - 23 Dear Ms, Moore! . .bb`pccam As discussed,the applicant for the above-referenced project is proposing a site plan amendment which includes the construction of additional packing Wow beyond the number of spaces required by the Code. Although the Code requires only 69 spaces for the 69 proposed resort hotel units,the applicant is requesting to increase the total number of parking spaces availab Is from the 80 originally proposed to 110 In support of this request. we have reviewed the parking requirements for "Resort Hotel' contained in the Institute of Transportation Enginears manual Parking Generation, 3'd Edition. The peals period parking demand per room(or in this case,per unit)averages approximately 1.42 vehicles per Link,which would result in a demand of 98 parking spaces.Given the nature of these units(multiple rooms,which could generate more than one vehielc par unit for some Occupants), we feel that 110 spans is not unreasonable to accommodate peak seaum parking demand. Please do not hesitate to contact our office if you have any questions or require any further information. Very truly yours, BARRETT,BCNACCI&VAN WEELE,PC Kevin P.Walsh,P.E. Vice President G',WP Skuelyroj_A00U0004461gm04t6O-;.dw 0 S,)eF PATRICIA C. MOORE 69 Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631)765-4330 Fax: (631)765-4643 April 18, 2007 Attn: Bruno Semon k Southold Town Planning Dept. 1y,, D E E U Main Road PO Box 1179 ` Southold NY 11971 ! APR 1 9 2007 Southold Town j Planni Board RE: BREEZY SOUND N. Dear Bruno: Previously I submitted three (3) sets of the revised plans. I am now enclosing a letter from the engineer regarding the parking regulations which supports our request for an increase in parking. Thank you and please do not hesitate to call should you have any questions wish to discuss this further. V truly yours Patricia C. Moore PCM encls. Fpr 17 2007 8: 02FM BFRRETT, BOMFCcI 6319529215 p. 1 • vBarren Bonocci & Van Weele,Pc April 16, 2007 Civil Engineers Surveyon 175A Commerce or Planners Mauppouge,NY 117E Ms, Pat Moore 1431 435-1111 Patricia C. Moore, Attorney at Law r�n 435-1022 51020 Main Road Southold,NY 11971 -' 175 North Main Sr. RE: Breezy Sound (Cliflside Resort) &33{083,ct 06435- T 2o3 483-4322 Project No.A000446 E m3 483-4323 Dear Ms. Moore: ..66pc.<em As discussed, the applicant for the above-referenced project is proposing a site plan amendment which includes the construction of additional parking spaces beyond the number of spaces required by the Code. Although the Code requires only 69 spaces for the 69 proposed resort hotel units, the applicant is requesting to increase the total number of parking spaces available from the 80 originally proposed to 110, In support of this request, we have reviewed the parking requirements for "Resort Hotel' contained in the Institute of Transportation Engineers manual Parking Generation, 3" Edition. The peak period parking demand per room(or in this case, per unit)averages approximately 1.42 vehicles per unit, which would result in a demand of 98 parking spaces. Given the nature of these units (multiple rooms,which could generate more than one vehicle per unit for some occupants), we feel that 110 spaces is not unreasonable to accommodate peak season parking demand. Please do not hesitate to contact our office if you have any questions or require any further information. Very truly yours, BA�RjRETT,�BOONNACCI&VAN WEELE,PC t�� � � Kevin P. Walsh,P.E. Vice President G 1WP_Shmr _proj_400W000446\pm041607.dm 04/,1/200" 09:5" FX 691 765 4645 40ORE LAW OFFICES Planning Board 2001 PATRICIA C. MOORE Anomey at law 51020 Main Road Southold,New York 11971 Tel:(631)765.4330 Fax:(631)765.4643 April 18, 2007 Attn; Bruno Semon Southold Town Planning Dept. r Main Road PO Box 1179 Southold NY 11971 n D APR 2 01 REI BREEZY SOUND Dear Bruno: Previously I submitted three (3) sets of the revised plans. I am now enclosing a letter from the engineer regarding the parking regulations which supports our request for an increase in parking. Thank you and please do not hesitate to call should you have any questions wish to discuss this further. V truly yours � r1 Q Patricia C- Moore PCM _ encls. 0 • MAILING ADDRESS: PLANNING BOARD MEMBERS tf soar P.O. Box 1179 JERILYN B.WOODHOUSE � y�lO Southold, NY 11971 Chair y 1t '! OFFICE LOCATION: KENNETH L.EDWARDS C42 MARTIN H. Town Hall Annex G Q 54375 State Route 25 GEORGE D.SOLOMON '�Q • �� (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND 'YCOU N Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: April 10, 2007 To: James A. Richter From: Bruno Semon, Senior Site Plan Reviewer Re: Breezy Sound SCTM# : 45-1-2.1 Status: Revised new Site Plan pending approval of change in parking. Please find enclosed a copy of a revised site plan indicating the addition of 30 parking spaces. The Planning Board is requesting your comments regarding the increase in parking. Once you have completed your review,please return the map to this office for approval. An approved map will be forwarded to you for your records. This site plan is for a 68-unit motel complex on a 7.13-acre parcel in the RR Zone located 285'east of Chapel Lane on the north side of CR 49 and known as 61475 CR 48 in Greenport. SCTM# 1000-45-1-2.1 Please contact this office should you have any questions or need anything further. Thank you in advance. Cc: File Enc: 1 revised site plan prepared /,,11 PATRICIA. MOORE, ATTORNEY AAAW 51020 Main Road, Southold, NY 11971 (631) 765-4330 DATE %'IL J!/ TO -- SUBJECT !_ J 9 G AN 2007 SIGNE /36 Submission Without a Cover Letter Sender: &i/ Subject: /�,� SCTM#: 1000 - Date: Comments: VV0 2007 BBYBarrett Bonacci & Van Weele,PC Civil Engineers NY March 27,2007 Surveyors 175A Commerce Dr. Planners Hauppauge,NY 11788 Ms. Pat Moore T631 435-1111 51020 Main Road r 631 435-1022 Southold,NY 11971 C 175 North Main St. RE: Breezy Sound (Cliffside)—Amended Site Plan Brankrd,CT 06405 Project No.A000446 T 203 483-4322 F 203 483-4323 Dear Ms. Moore: viww.bbvpc.com Attached for discussion with the Town are the revised plans for the above-referenced project. As requested by the Client, the amended site plan includes the following revisions to the approved plan: 1. Additional drainage structures, constructed as "wicks" to enhance the leaching of stormwater, have been added in select locations due to soil conditions. In addition, provisions have been made for connection of foundation drains to additional drainage structures as necessitated by field conditions. 2. The applicant is proposing to add 30 parking spaces to the plan, consisting of 20 additional spaces along the northerly section of the loop road and 10 spaces along the east property line. The plans reflect the associated adjustments to grading and drainage required to accommodate the new parking areas. 3. Two trash enclosures have been added to the plan, at the northeast and northwest corners of the loop road. 4. The applicant is proposing a change from concrete to Belgian Block curb, which is reflected in the details. In conjunction with the revisions noted above, we have contacted Paul Campagnola at Suffolk County Department of Public Works regarding the current Highway Work Permit. We expect Mr. Campagnola to confirm that these amendments will not require additional SCDPW review. Please feel free to call if you have any questions or require any further information. Very truly yours, BARRETT,BONACCI & VAN WEELE, PC r c Kevin P. Walsh, P.E. Vice President C 2007 G*\WP_Shar6_proj_A00\A000446\pm032707.doc I cc: Dave Lantz, LSM Development MAILING ADDRESS: PLANNING BOARD MEMB* . P.O. Box 1179 JERILYN B. WOODHOUSE 4��OF S�UTyOI Southold, NY 11971 Chair y � OFFICE LOCATION: WILLIAM J. CREME,RS T Town Hall Annex KENNETH L. EDWARDS CA Q 54375 State Route 25 MARTIN H. SIDOR (cor. Main Rd. & Youngs Ave.) GEORGE D. SOLOMON Cou Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 27, 2005 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Breezy Sound Corp., a/k/a Cliffside Resort Located 285' e/o Chapel Lane on the n/s/o CR 48 and known as 61475 CR 48 in Greenport SCTM #1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a Special Meeting of the Southold Town Planning Board on Monday, September 26, 2005: WHEREAS, this proposed site plan for Breezy Sound Motel in Greenport is to construct a new 68-unit motel with a pool house for motel guests and a manager's apartment unit, located on 7.13 acres; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, a/k/a Cliffside Resort, CR 48, Greenport, SCTM #1000-45-1-2.1; and WHEREAS, a formal application for the approval of this site plan was submitted on December 1 , 2000 and conditional final approval was granted on May 12, 2003; and WHEREAS, the applicant sought to extend the May 12, 2003 conditional final approval and such approval was granted on October 14, 2003; and WHEREAS, the applicant sought to extend the October 14, 2003 conditional final approval and such approval was granted on April 14, 2004; and WHEREAS, the applicant sought to extend the April 14, 2004 conditional final approval to October 14, 2004 and such approval was granted on December 14, 2004; and WHEREAS, the applicant sought to extend the October 14, 2004 conditional final approval to April 14, 2005, and such approval was granted on December 14, 2004;and Breezy Sound — Page Two — September 27, 2005 WHEREAS, The applicant sought an additional extension of conditional final approval from April 14, 2005 to October 17, 2005, and such approval was granted on May 10, 2005; and WHEREAS, on August 18, 2005, the Suffolk County Department of Health Services (SCDHS) approved the site plan prepared by Barrett, Bonacci & Van Weele, P.C., and certified by Kevin Walsh, Professional Engineer, dated October 3, 2001,and last revised August 18, 2005 for the SCDHS under reference number C10-02-0015; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant final approval on the site plan prepared by Barrett, Bonacci & Van Weele, P.C. and certified by Kevin Walsh, Professional Engineer, dated October 3, 2001, and last revised August 18, 2005, and authorize the Chairperson to endorse the final site plans subject to a one-year review from the date of issuance of the building permit. Enclosed are two copies of the approved site plan for your records. If you have any questions regarding the above, please contact this office. Very truly yours, / 204yn B. Woodhouse Chairperson Encs. cc: Building Department Town Engineering Inspector Town Assessor — -- -------- g I T F PLAN V �� �� t re�ul�tnis�u:n conference ithin 30 days of written request) _ D 0 � Complete application received (within 4 months of presub, conference) c7 r> Application reviewed at work session = ox - I o c (within 10 days of receipt) �"f0 1=% r' 1 , tel- ob Applicant advised of necessary revisions _ _ (within 30 dar days of eview) _ P-,-)i OY Revised submission received '"m "zo t l� /Lead Agency Coordination SEQRA determination --- - I1 ,r„ c�rra.«rrt���rc o REFERRED TO: O tt Zoning Board of Appeals 1 _E,I R 0 t (�ritten comments within GO days of request) Q c , Board of Trustees Si/'T �x6� '`� ' T� ro` ox F-^ L1tLce� wLt /in 6/4 \� v a a ilding Department (certification) OK Suffoll: County Department of Planning xro. ox c w ___ ox Deparnt tmeof Transportation -State "'° z_ De artment of Transportation - Co y CIxo.` oK t ,n 1. uq't olk County Dept. of Ilealt 43 d lvrie Com I' sio e s Sent: _ U u a Received:--v/61(21 4-/ c�- /fdit�lN G I RECEIVED: Draft Covenants and R sir' ' ns Lro ox 11 Filed Covenants and 'oils w - 1/�andscape plan TT J. oK "`°` ox i Llfl ighling plan JIM. LF'(irb Cut approval ISLPwl , mro.` OKI �IU� ❑�provul _ _ mro. �K l �aln�iy;8 plan �"ro. uq Viewed by by lalgtlleer l Approval of site plan -with conditions Fndorsenlen( of Site 1)[311 Certificate of Occupancv�Inspection /� I .ro` oK ✓3 f, o D l/l /// � r Ov Ont,' yeflr CPVIt,'N��� P �G � _ I > 9 fpr f" SC/,EOS'/S/I ,�-.r.a Quo/ �1 '^6/ l�a u' �k.e. / �� � 0/Lc 1 //� �-.(.(�r[s � � l [1, �� �di( /� '��s R.��� ��� f�<'c � � Ute. ��']� 4si I� s 4 Site Plan Applications Public Hearings Under the current site plan application procedure, the process for reviewing a site plan application is: a public hearing is not scheduled and held by the Planning Board until after, among other things, the site plan has received a stamped Health Department approval. The applicant shall now have the following options: 1 . To follow the established procedure, or 2. To have the Planning Board schedule and hold a public hearing on the site plan application and have the Planning Board vote on the proposed conditional site plan prior to the applicant receiving Health Department approval subject to the following conditions: A. The applicant hereby agrees and understands that if the site plan which receives stamped-Health Department approval differs in any way from the proposed conditional site plan on which the Planning Board held a public hearing and voted on, then the Planning Board has the right and option, if the change is material to any of the issues properly before the Planning Board, to hold a public hearing on this "revised" site plan application and review its conditional approval. B. The applicant agrees not to object to a new public hearing and Planning Board review of the revised application. Applicant Agreement on Site Plans The applicant is aware of the terms of this approval and certifies to these terms by his/her signature below. S C T M M 1.0049- / � - )piicant Da e PLANNING BOARD MEMB14j�;" i # �" Town Uall. 53095 .Mn: RICIL1R.D G.WARD Chairman G h� re P.O. Box 1179 -� Sourhold, New York I. GEORGE RITCME LATH-VM,JR. cn BENNETT ORLOWSKI,JR. v ti- i' Fax (516) 765-313+ WILLIAM J. CREIVERS Telephone (516) 765-1 KENNETH L.EDWARDS _ _Date Received Date Complete PLAiNNI ING BOARD OFFICE Filing Fee TOWN OF SOtiTHOLD APPLICATION FOR CONSIDERATION OF A SITE PLAN _New ,Change of Use Re-use — Extension ✓Revision of Approved Site PPlan �occLf!7� ya Sema — Gy15'rtny {acUnC/a77CX Name Of Business or Site: di, �k�n_,�/ T M� �����f✓� ) Location: 3d' S2i"ee 1 { ciio� /1N 1177,Z— Address: /Norm !:Z �{aoc/ �8 Name of Applicant: i -2t:er4 ' Ounce 7Ta' Address Of Applicant. 39 0,at � _ee , Telephone: Owner of Land: �ScLr t Agent or Person responsible for application; Address: S-169 Te!ephene: c5t�31,t,*o/o/ A'% 11 yWV Site plans prepared by: 13 alk2� / /3 GGC2 c. Vay Lt" 0� License No.: Address: l �s� �'�rn�ne�e �n l e �/a �awye /-V 117d Telephone: • Page 2 Planning Board Site Plan Apolicatian APFUCANT'S AFFIDAVIT STATE OF NEW YORE: COUNTY OF SUFFOLK I 1 !3 tl)405rTz' being duly sworn, deposes and says that he-F� Crn cnZlec. � �.�+cac^�a � �'" �i)rncr /7LSr/�ivr in the State of New York, and that he is the owner of the above property,Yor that he is the of the lJrP��,1/�y SC�clncj C c�Yl7- (Title) "(Specify whether Partnership Ir Corp.) which is hereby making application; that there are no existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights-cf-Nay, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be altered or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict acccrdanc ; with the plans submitted. Signed f caner) Signed artner or Corp to offiver and Title) sworn to me this day of ( atar�Pabticl PATRICIA C.MOORE Notary Publle,State of New York Suffolk County_No.4861668 Commission ExpiresJune --.,., -., ,, ,._... Page 3 Planning Board Site Plan Application Total Land Area of Site (acres or square feet) Zoning District Existing Use of Site l/2C24t — Ava a>f"s �L Proposed Uses on Site. Show all uses proposed and existing. Indicate which building will have which use. If more than one use is proposed per building, indicate square footage of floor area that will be reserved per use. Iy Mn-l ' Ye�d✓� ih a �Jccr./i✓[/llis aae Gross Floor Area of Existing Structure(s) Gross Floor Area of Proposed Structure(s) Percent of Lot Coverage by Building(s) Percent of Lot for Parking (where applicable) ,cla-4, a� �n7 rd �a�✓ Percent of Lot for Landscaping (where applicable) Has applicant been granted a variance and/or special exception by Board of Appeals - Case # & date 3 r-/2 - 8/i j31g? -3 Board of Trustees - Case # & date IV14 / NY State Department of Environmental Conservation - Case # & date ro �n..geuc/( �-�� V Suffolk County Department Health Services - Case # & date G L 0— _0/,gry .Eu �wwbd (710—V-0/0Case Number (Zf/s Name of Applicant .7//, v Date of Decision 3 Expiration Date Other No Will any toxic or hazardous materials, as defined by the Suffolk County Board of Health, be stored or handled at the site? If so, have proper permits been obtained? Name of issuing agency Number and date of permit issued. NO ACTION(EXCAVATION OR CONSTRUCTION)MAYBE UNDERTAKEN UNT/L APPROVAL OF SITE PLAN BY PLANNING BOARD. VIOLATORS ARE SUBJECT TO PROSECUTION. QUESTIONNAIRE FOR FILING WITH YOUR Z.B.A. APPLICATION A. Please disclose the names of the owner(s) and any other individuals (and entities) having a financial interest in the subject premises and a description of their interests: (Separate sheet may be attached. ) B. Is the subject premises listed on the real estate market for sale or being shown to prospective buyers? ( } Yes ( X ) No. (If Yes, please attach copy of "conditions" of sale. ) C. Are there any proposals to change or alter land contours? ( ) Yes {x) No D. 1. Are there any areas which contain wetland grasses? bluff 2. Are the wetland areas shown on the map submitted with this application? 3 . Is the property bulkheaded between the wetlands area and the upland building area? IIo 4. If your property contains wetlands or pond areas, have you contacted the Office of the TownTrustees for its determination of jurisdiction? nJa E. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? n/a (If not applicable, state "N.A. ") F. Are there any patios, concrete barriers, bulkheads or fences which exist and are not shown on the survey map that you are submitting? none If none exist, please state "none. " G. Do you have any construction taking place at this time concerning your premises? 10 If yes, please submit a copy of your building permit and map as approved by the Building Department. If none, please state. H. Do you or any co-owner also own other land close to this parcel? 1° If yes, please explain where or submit copies of deeds. I. Please list resent use or operations conducted at this motel/-Toundati=s - - parcel:'" and pro used use MEET Authorized gn ure an ate 3/87, 10/901k Breezy Sound Corp. a/k/a Cliffside 38 Oak Street Patchogue,NY 11772 November 14, 2000 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Dear Ms. Moore: �{ /p- � {c ✓ rt1Si771 an officer of Breezy Sound Corp. a4@4 Cliffside, 38 Oak Street, Patchogue, NY 11772 hereby authorize you to make an application to the Zoning Board of Appeals and Planning Board of the Town of Southold, and any other necessary agencies on my behalf. Very truly yours, Bree y Sound Corp. a/k/a Cliffside >� : I ROE/ROG MODELS .Da ROE 48 . ..: -777 oblem of 77 Chen 00 m"tort es struction Nest sier and 1 t _ ROE 51-54 • > ,. Model ROG9Y48 is sy r • II,� cement 4ndard a, ed a�e ICCc'IpC'G'fai 11�I �GPliy C'.Or modi- ourROE 60.63 xibility emov- er •list iounted pressor -t' V v • Y ROE 69-72 aa ROE9Y-60 vnlh Options atior ROE9Y-60 td1od_ ;!1 with Options iinloss rucfion top lude —AA, ,,r faLIC01 rainef warranty anil i Model Width Range Countertop ROE9Y-48 48" Electric Standard ++' + - IVs �vith ROG10Y-48 48" Gas Standard Mended ROE9Y-51 51" Electric Standardro?'. ROG10Y-51 51" Gas Standard ROE9Y-54 54" Electric Recessed ROGIOY-54 54" Gas Recessed ROEgri 60" Electric Standard�� (illustrated) ROG10Y-60 60" Gas Standard ROE9Y-63 63" Electric Recessedte i ROGIOY-63 63" Gas Recessed vvith ROE9Y-69 69" Electric Standard V 1r _I'r l ROG10Y-69 69" Gas Standard - ROE9Y-72 72" Electric Recessed n' ROG10Y-72 72" Gas Recessed Note:Units 75"wide to 96"wide include upright refrigerator. ROE Units shown with optional wall cabinet and rear wall shield. See page 6 for modifications and optional equipment. Acme Kitchenettes Corp .........p. e4 s _ SPECIFICATIONS - REE.- ,ODELS OPT NAL EQUIPMENT _ REFRIGERATOR: Net capacity of 6.0 cu.ft. including a 30 Ib. full Wall Cabinets: Colors and sizes to compliment base units. width freezer section. Net shelf area 10.4 sq. ft.. Features include automatic cycle, light, magnetic gasket, sliding shelves, poured-in Wall Shields: Available for rear and/or side walls to match place high efficiency insulation, full height inner door storage countertop. liner, casters, adjustable leveling legs and hermetically-sealed, Light Fixture: Undercabinet, slimline flourescent light fixture. self-oiling cushion mounted compressor. Refrigerator removable Requires separate electrical connection. and operates on 115v. 60 cycle A.C. and has a 5 foot grounded Garbage Disposer: 1/3 H.P. disposer has 1.5 quart capacity and type cordset. Note: On model RES9Y-30 the refrigerator capacity stainless steel impellers. 115 volt disposer requires separate con- is 5.0 cu.ft. with manual defrost. nection from base unit. COUNTERTOP AND SINK: Fabricated of 20 gauge prime type Hot Water Dispenser: Delivers no-splash, pressure free water 301 satin finish stainless steel and 4" backsplash. Sink bowl adjustable from 150 degrees to 190 degrees. 14"W X 15"L X 6"D with 3.5' drain and supplied with single lever Sink Cutting Board: Made of hard wood, stores easily in base faucet and stainless steel duo-strainer, storage cabinet when not in use. ELECTRIC RANGE: Two microtube top elements with signal Range Hood: 24"wide with either stainless steel finish or baked light, removable chrome-plated removable reflector pans and enamel finish. Features 2 speed fan, built-in light and filter sys- infinite switches. Range operates on either 115 or 230V. tem. Available for duct-free and ducted installation. OR .8 Cu. Ft. Microwave Oven: 24" wide. Features digital touch GAS RANGE: Two aluminum head gas burners with pilotless control, clock timer and 9 power levels. ignition, pressure regulator, low flame setting and removable 1.0 Cu. Ft. Microwave Oven: 30" wide with features as above. chrome-plated pans. Unit adaptable for either L.P. or natural gas and is approved by the American Gas Association. Microwave Oven with Built-in Hood: 30" wide, 1.0 cu.ft.. Features built-in range hood with 2 speed fan, built-in light, digital CABINETS: Base cabinets and optional wall cabinets fabricated touch control, clock/timer with 10 power levels. of 5/8" thick 48 Ib. industrial grade particleboard fused on both sides with acid-resistant thermoset melamine to exceed the stan- Automatic Coffeemaker: Single pot coffeemaker designed for dards of the American Laminators Association. installation under optional wall cabinet. Double pot coffeemaker designed for installation on countertop and available on most SPECIFICATIONSROE MODELSmodels. Both include glass coffee decanter. REFRIGERATOR: Note: On models ROE9Y-48, ROE9Y-51 and MODIFICATIONS ROE9Y-54 the refrigerator capacity is 5.0 cu.ft. with manual defrost. Specifications are same as of RES Models for 60"to 72" Mod#1-Cabinet replacing electric oven. widths. Mod#2-Cabinet replacing refrigerator. COUNTERTOP AND SINK: Same as for RES Models Mod#2A-Cabinet replacing oven and range burners eliminated. ELECTRIC RANGE: Four top elements 1250 watts each with sig- Mod#3- Dishwasher, installed next to sink and requires separate nal light, removable chrome-plated reflector pans and infinite plumbing and electrical connections. switches. Range/oven operates on 115/230V, 3 wire, single Mod#4- Plastic laminate countertop in lieu of standard stainless phase A.C.. steel countertop. 1.5'thick 48 Ib. industrial grade particleboard OR laminated with horizontal grade high pressure plastic laminate by GAS RANGE: Four aluminum head burners Nevamar or equal. Drop-in sink bowl is 20 with pilotless ignition, pressure regulator and gauge stainless steel or porcelain as required. low flame setting. Oven has pilotless igni- Mod#4A- Corian or Fountainhead tion, pressure regulator, automatic tempera- countertop ture control with limit switch, lift off oven Mod#5- 18 gauge stainless steel door and removable floor with recessed spill countertop. pan. Broiler drawer located under oven. Unit Mod#6-Wall and base cabinets to be adaptable for either L.P. or natural gas and fabricated of 5/8"thick 48 Ib. industrial grade Is approved by the American Gas particleboard. Fronts high pressure plastic Association. Surfaces porcelain enamel. laminate by Nevamar or equal. Inside oven dimensions 16" X 19" X 15.511. CABINETS: Base and optional wall cabinets � ' Mod#7- Base and wall cabinet doors 3/4" fabricated of 5/8"thick 48 Ib. industrial grade plywood laminated with high pressure lami- nate Nevamar or equal in color selected by particleboard fused on both sides with acid- Architect. Bodies 5/8"thick industrial grade resistant thermoset melamine to exceed the f standards of the American Laminators „{ particle board. Association. - _ '\ Mod#8-Wall and base cabinets fabricated of 22 gauge minimum cold rolled furniture grade.steel bonderized and treated with Note: Specifications for all models are zinc chromate prior to finishing with high subject to change without notice. baked acrylic enamel (Available on certain models only.) Acme Kitchenettes Corp .........page 7 ., AI'I I.I CAN T' THAW,AC 'IONAh IT.rSCLOS(lit R 1701M The 'Town of Southold ' s Code of Ethic's _RK III conflicts of irlteresL on the yart of town officers and employees . The purpo e of this form ie _to povide iuformahlozr which call alert the town of possible con[1lcLs of interest and allow it Lo ta)ce whatever action ls _riecessay to avoid same_. Breezy Shores .ai*w Cliffside YOUR NAME: ( Last name , rir. sC name , nilddl.e inil:ial , uulesEa you are applying in Lhe name or someone else or other entity , such ao a company . Ir no , lndtcate Lhe other person ' s or company ' s name . ) NATURE OP APPL.LCATIMN: ( Check all HIFIL apply . ) 'Tax grievance varlance Change or zone Approval or plat Exempt loll rr. om p1_at or orriclal map _-,__-- Other- Special Exception ( If "Other. , " name the acLlviLy . ) Do you peroonally (or Chroughyour company, npoune, slb.i.ing , pareuL , or child) ]rave a relatlooship wIUh any officer or employee of His 'Town of SouI;hojd7 "RelaLlollullip" inclu8en by blood, rnarriage, or buninean luLeri-nt- "llusiness interest" means a businenn, incl.udincl a partnership, in which the town officer or employee has even a partial owrrershi-p or (or employment: by) a corpora Lion in which I:he Lown orricer or employee owner more Ishan 5% or Lire shares. YES NO X If you answered "Yli3, " compl.eLe Lhe balance or this corm and date and sigrr where ludleated . Name of person employed by Lhe 'Town of 5oubho.d Title or position or that person Describe Lhe rel.abionslrlp boweeu your. selr ( tire applicant ) and the town officer or employee . EiLher check Lhe appropriate line A ) through D ) incl/or descrtbe in the space provided . The Lown ofricer or employee or hls ov hor spouse , sibling , parent , or child is (check all that; appl.y ) r A ) the owner or greater than 5% of the shares or Lhe corporate stock of the applicant ( when the appl. Leanl; Is a corporation ) ; I3 ) the legal or beneficial owner or any Interest in a noncorporate entlty ( when Lhe opplt^ant is not a corporation ) ; C ) an officer , director , par. Lner , or employee or the !J appl. lcanL ; or D ) the actual applicant . DESCRIPTION OI' RE[,A'TI0NS'1lfP Submyt' Led U 1 .9 day or 199 Pr ) W; rlrowp A / 14-15-2 (9/95)-7c 16617.20 S EQ R Appendix A Slate Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequent- ly, there are aspects of a project that are subjective or unmeasureable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may not be technically expert in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature,yet flexible enough to allow introduction of information to fit a project or action. full EAF Components: The full EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site. By identifying basic project data, it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially- large impact. The form also identifies whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially-large, then Part 3 is used to evaluate whether or not the impact is actually important. DETERMINATION OF SIGNIFICANCE—Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: ❑ Part 1 ❑ Part 2 ❑Part 3 Upon review of the information recorded on this EAF(Parts 1 and 2 and 3 if appropriate), and any other supporting information, and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: ❑ A. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. ❑ B. Although the project could have a significant effect on the environment, there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared.* ❑ C. The project may result In one or more large and important impacts that may have a significant impact on the environment, therefore a positive declaration will be prepared. A Conditioned Negative Declaration is only valid for Unlisted Actions 31� ee z r -51 )'Id (7,94r,Name of 4,ction ,So k>lhold cin1-)tr7q /30a1-cL Name of Lead Agency PrintorType Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from responsible officer) Date 1 • PART 1—PROJECT INFORMAOPN Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form, Parts A through E. Answers to these questions will be considered as part of the application for approval and maybe subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable, so indicate and specify each instance. NAME OF ACTION / 48" rr LOCATION OF ACTION(Include Street Address, Municipality and County) (o/ •/7S lk'oa Q N� NAME OF APPLICA PONSOR BUSINESS TELEPHONE �ccz ' ,SOunC/ rc 1S16 )4f5' 07V ADDRESS 19, CITY/PO '� STATE ZIP CODE f Y / L{7Z/) , 7 // 7-7--Z NAME OF OWNER Of different) BUSINESS TELEPHONE ADDRESS CtTyfPO STATE ZIP CODE DESCRIPTION OF ACTION ( // T 'i v'P L7L44d11 /C 3 WIVA Ei L �c`JOI Z'V.'i? ogC-0 /YICGI�a?rl-S C'ZG'�[7"f�'y�Pi2t/ ��� '/>7/Y!//tj �O )0/ qrx/ /e, /�hP/��PLCs •; un ds on 7t Please Complete Each Question—Indicate N.A. if not applicable A. Site Description Physical setting of overall project, both developed ind undeveloped areas. 1. Present land use: ❑Urban Olndustrial $aCommercial ❑Residential(suburban) ❑Rural(non-farm) ❑Forest OAgriculture ❑Other /�!/✓t7aOG i /�Y n oi� 07 Dun[/aFinns 2. Total acreage of project area: /, acres. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Mea ow or Brushlandvo -a ncultural) t r.! acres +� acres IncdvdPs beach / a/guft Fcl9z r o%✓�jc/<✓ _ p - acres p acres Forested Agricultural (Includes orchards, cropland, pasture, etc.) - - 0 acres — O acres Wetland (Freshwater or tidal as per Articles 24, 25 of ECL) -' 0 ' acres 0 acres Water Surface Area acres — 0 acres Unvegetated (Rock, earth or fill) — 01S acres O acres Roads, buildings and other paved surfaces acres 2 !3 acres Other (Indicate type) LLl)'d5/✓' d)/ acres —c�4 acres 3. What is predominant soil type(s) on project site? M 0,g1-act.9 k/lne a. Soil drainage: OWell drained % of site ElModerately well drained /00 % of site OPoorly drained % of site we lI tv lroe'r�su.tt b. If any agricultural land is involvecj, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? /�/A acres. (See 1 NYCRR 370). 4. Are there bedrock outcroppings on project site? OYes jONo a. What is depth to bedrock? f �Ofl (in feet) 2 5 Approximate percentage of propr0project site with slopes. E10-10% _—. % ❑10-15% —a2 % ❑15% or greater __,_�4_ % 6 Is project substantially contiguous to, or contain a building, site, or district, listed on the State or the National Registers of Historic: Places? ❑yes Q9.No 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? ❑Yes XNo 8 �J _ What is the depth of the water table? 0f (in feet) %� At" 19 t), &-/ -5h6)re 9. Is site located over a primary, principal, or sole source aquifer? Xyes ❑No 10 Do hunting, fishing or shell fishing opportunities presently exist in the project area? []Yes ❑No 11. Does project site contain any species of plant or animal life that is identified as threatened or endangered? ❑Yes KNo According to J`/ vr'77ca hrehrfnf5 �✓`�S��Att" Identify each species 12. Are there any unique or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations) Uyes ONO Describe _ 9/Z'Ac-_ iM/7 L Z_ Srin�1 13. Is the project site presently used by the community or neighborhood as an open space or recreation area? Dyes CNo If yes, explain 14. Does the present site include scenic views known to be important to the community? ❑Yes 9No 15. Streams within or contiguous to project area: N/4 a. Name of Stream and name of River to which it is tributary 16. Lakes, ponds, wetland areas within or contiguous to project area: a. Name `Only_-T1al),-/ 6eiLI2' �Y}7fj le/ WGt b. Size (In acres) 17. Is the site served b '2re6r,� ' y existing public utilities? Yes N0 a) If Yes, does sufficient capacity exist to allow connection? JZYes ❑No b) If Yes, will improvements be necessary to allow connection? JK,Yes ❑No 18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? ❑Yes (fIo 19. Is the site located in or substantially contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? Dyes *0 ' 20. Has the site ever been used for the disposal of solid or hazardous wastes? ❑Yes �IrNo B. Project Description 1. Physical dimensions and scale of project(fill in dimensions as appropriate) a. Total contiguous acreage owned or controlled by project sponsor /� acres. b. Project acreage to be developed: acres initially; _ S� acres ultimately. c. Project acreage to remain undeveloped acres. d. Length of project, in miles: (If appropriate) e. If the project is an expansion, indicate percent of expansion proposed �r�r'/X °6; Q_ :) I. Number of off-street parking spaces existing D ; proposed _. g. Maximum vehicular trips generated per hour 56p (upon completion of project)? h. If residential: Number and type of housing units: /1?Dje 11/fo%l One Family Two Family Multip a Family Condominium Initially Ultimately 7 l',� [_ ' � 7 �� 1. Dimensions (in feet) of largest proposed structure ✓J height; 7 width; �.`� length. j. Linear feet of frontage along a public thoroughfare project will occupy is? 4'01 1 3 2. How much natural material (.rock, earth, etc.) will be removed from t�ite? �� _ tons/cubic yards 3 Will disturbed areas be reclaimed? &YL`K`❑No ❑N/A a If yes, for what intended purpose is the site being reclaimed? La nd S r b. Will topsoil be stockpiled for reclamation? (VYes []No c. Will upper subsoil be stockpiled for reclamation? %Yes ❑No r 4. How many acres of vegetation (trees, shrubs, ground covers) wiA be removed-from sites aSres. 5 Will any mature forest (over 100 years old) or other locally-important veg talion be re oved by this project? / Dyes Ofslo 6. If single phase project: Anticipated period of construction _ 1162 months, (including demolition). 7. If multi-phased: a. Total number of phases anticipated (number) b. Anticipated date of,commencement phase 1 month year, (including demolition). c. Approximate completion date of final phase month year. d. Is phase 1 functionally dependent on subsequent phases? Dyes ❑No 8. Will blasting occur during construction? Dyes ANO 9. Number of jobs generated: during construction SCG ; after project is complete 10. Number of jobs eliminated by this project 11. Will project require relocation of any projects or facilities? Oyes XNo If yes, explain 12. Is surface liquid waste disposal involved? Dyes 5No a. If yes, indicate type of waste (sewage, industrial, etc.) and amount b. Name of water body into which effluent will be discharged /VLW al"ii5t. *5 13. Is subsurface liquid waste disposal involved? Dyes MNo Type 14. Will surface area of an existing water body increase or decrease by proposal? Oyes ❑No Explain n 15. Is project or any portion of project to ed in a 100 year flood plain? )Kyes ❑No 16. Will the project generate solid waste? Vyes ❑NoavLe zY r /7055,h1 a. If yes, what is the amount per month Ztons 1,7((1 lc7A CLtjGc;>7 b. If yes, will an existing solid waste facility/be used? XYes ❑No c. If yes, give name_&r ,P/S t//Ic location C&�Cho� d. Will-any wastes not go into a sewage disposal system or into a sanitary landfill? Oyes 9N e. If Yes, explain yy,,�' 17. Will the project involve the disposal of solid waste? Dyes sono a. If yes, what is the anticipated rate of disposal? tons/month. b. If yes, what is the anticipated site life? years. 18. Will project use herbicides or pesticides? Dyes IX,No 19. Will project routinely produce odors (more than one hour per day)?VYes 4No 20. Will project produce operating noise exceeding the local ambient noise levels? Dyes ❑No 21. Will project result in an increase in energy use? ),Yes ❑No If yes , indicate type(s) L .le� jj'r L $ Eyrlt t 22. If water supply is from wells, indicate pumping capacity 64,4 gallons/minute. 23. Total anticipated water usage per day 00 gallons/day. 24. Does project involve Local, State or federal funding? Oyes No If Yes, explain 4 25. Approvals Required: • • Submittal Type Date City, Town, Village Board Dyes *0 City, Town, Village Planning Board MYes ❑No _ 51 City. Town Zoning Board KYes ONo _ P/_Yah �C�1Yu-fi/ 2c Jo City, County Health Department WYes ❑No _ IiV�11,e Other Local Agencies KYes ONo _ &Ze&n7.OL+-rt X�LffGL,/slr[�9 Other Regional Agencies ❑Yes ONo (J State Agencies fidYes ONo Federal Agencies ❑Yes NJNo C. Zoning and Planning Information 1 . Does proposed action involve a planning or zoning decision? XYes ONo If Yes, indicate decision required: Ozoning amendment Ozoning variance Ospecial use permit ❑subdivision (site plan Onew/revision of master plan ❑resource mannkagement plan ❑other 2. What is the zoning classification(s)of the site? /< 3. What is the maximum potential development of the site if developed as permitted by the present zoning? '-77 117ok.0 yAi6 4. What is the proposed zoning of the site? _�Q lScGrhz� 5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? -410 C<�G�YIGmz- i 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? 'Yes ONo 7. What are the predominant land use(s) and zoning classifications within a 1/. mile radius of proposed action? /17 /2L61,n Y /� /�//7C7 ha/n/' �(�S �CYL>{"-t/ 8. Is the proposed action compatible with adjoining/surrounding land uses within a 1/. mile? 'Yes ONo 9. If the proposed action is the subdivision of land; how many lots are proposed? N1A a. What is the minimum lot size proposed? 10. Will proposed action require any authorization(s) for the formation of sewer or water districts? Oyes `4No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection)? Oyes ONo jpv��sm a. If yes, is existing capacity sufficient to handle projected demand? 11eyes ❑No 12. Will the proposed action result in the generation of traffic significantly above present levels? )oYes Wo a. If yes, is the existing road network adequate to handle the additional traffic? (Yes ONo D. Informational Details Attach any additional information as may be needed to clarify your project. If there are or may be any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the information provided above is true to the best of my knowledge. -06 Applican�onsor , Date /1-/99 Signatu(�ee Title If the actfori is In the Coastal Area, and you are a slate agency, complete the Coastal Assessment Form before proceeding with this assessment. 5 Part 24ROJECT IMPACTS AND THEIRIMAGNITUDE Responsibility of Lead Agency General Information (Read Carefully) • In completing the form the reviewer should be guided by the question- Have my responses and determinations been reasonable? The reviewer is not expected to be an expert environmental analyst. • The Examples provided are to assist the reviewer by showing types of impacts and wherever possible the threshold of magnitude that would trigger a response in column 2. The examples are generally applicable throughout the State and for most situations. But, for any specific project or site other examples and/or lower thresholds may be appropriate for a Potential Large Impact response, thus requiring evaluation in Part 3. • The impacts of each project, on each site, in each locality, will vary. Therefore, the examples are illustrative and have been offered as guidance. They do not constitute an exhaustive list of impacts and thresholds to answer each question. • The number of examples per question does not indicate the importance of each question. • In identifying impacts, consider long term, short term and cumlative effects. Instructions (Read carefully) a. Answer each of the 20 questions in PART 2. Answer Yes If there will be any impact. b. Maybe answers should be considered as Yes answers. c. If answering Yes to a question then check the appropriate box (column 1 or 2) to indicate the potential size of the Impact. If Impact threshold equals or exceeds any example provided, check column 2. If Impact will occur but threshold Is lower than example, check column 1. d. Identifying that an Impact will be potentially large (column 2)does not mean that it is also necessarily significant. Any large Impact must be evaluated In PART 3 to determine significance. Identifying an impact In column 2 simply asks that It be looked at further. e. If reviewer has doubt about size of the Impact then consider the Impact as potentially large and proceed to PART 3. I. If a potentially large Impact checked in column 2 can be mitigated by change(s)in the project to a small to moderate Impact, also check the Yes box in column 3. A No response indicates that such a reduction is not possible. This must be explained in Part 3. 1 2 3 Small to Potential Can Impact Be IMPACT ON LAND Moderate Large Mitigated By Impact Impact Project Change 1. Will the proposed action result in a physical change to the project site? ONO OYES Examples that would apply to column 2 • Any construction on slopes of 15% or greater, (15 foot rise per 100 ❑ ❑ ❑Yes ❑No foot of length), or where the general slopes in the project area exceed 10%. • Construction on land where the depth to the water table is less than ❑ ❑ Dyes ❑No 3 feet. • Construction of paved parking area for 1,000 or more vehicles. ❑ ❑ ❑Yes ❑No • Construction on land where bedrock is exposed or generally within ❑ ❑ ❑Yes ❑No 3 feet of existing ground surface. • Construction that will continue for more than 1 year or involve more ❑ ❑ ❑Yes ❑No than one phase or stage. • Excavation for mining purposes that would remove more than 1,000 ❑ ❑ ❑Yes ❑No tons of natural material (i.e., rock or soil) per year. • Construction or expansion of a sanitary landfill- ❑ ❑ ❑Yes ❑No • Construction in a designated floodway. ❑ ❑ ❑Yes ❑No • Other impacts ❑ ❑ ❑Yes 13 No 2. Will there be an effect to any unique or unusual land forms found on the site?(i.e.,cliffs,dunes, geological formations, etc.)ONO OYES • Specific land forms:. O ❑ OYes ONo 6 2 3 Small to Potential Can Impact Be IMPACT ON WATER Moderate Large Mitigated By 3 Will proposed action affect any water body designated as protected? Impact Impact Project Change (Under Articles 15, 24, 25 of the Environmental Conservation Law, ECL) ❑NO AYES Examples that would apply to column 2 • Developable area of site contains a protected water body ❑ ❑ ❑Yes ❑No • Dredging more than 100 cubic yards of material from channel of a ❑ ❑ ❑Yes ❑No protected stream. • Extension of utility distribution facilities through a protected water body. ❑ ❑ []Yes ❑No • Construction in a designated freshwater or tidal wetland ❑ ❑ ❑Yes []No • Other impacts: ❑ ❑ ❑Yes ❑No 4. Will proposed action affect any non-protected existing or new body of water? ONO DYES Examples that would apply to column 2 • A 10% increase or decrease in the surface area of any body of water ❑ ❑ Dyes ❑No or more than a 10 acre increase or decrease. • Construction of a body of water that exceeds 10 acres of surface area. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ F-1 Yes ONo 5. Will Proposed Action affect surface or groundwater quality or quantity? ONO DYES Examples that would apply to column 2 • Proposed Action will require a discharge permit. ❑ ❑ OYes ONo • Proposed Action requires use of a source of water that does not ❑ ❑ OYes ❑No have approval to serve proposed (project) action. • Proposed Action requires water supply from wells with greater than 45 ❑ ❑ Dyes ❑No gallons per minute pumping capacity. • Construction or operation causing any contamination of a water ❑ ❑ OYes ONo supply system. • Proposed Action will adversely affect groundwater. ❑ O ❑Yes ONo • Liquid effluentwill be conveyed off the site to facilities which presently O O OYes ONo do not exist or have inadequate capacity. • Proposed Action would use water in excess of 20,000 gallons per ❑ O OYes ONo day. • Proposed Action will likely cause siltation or other discharge into an ❑ ❑ ❑Yes ❑No existing body of water to the extent that there will be an obvious visual contrast to natural conditions. • Proposed Action will require the storage of petroleum or chemical ❑ ❑ Dyes ONo products greater than 1,100 gallons. • Proposed Action will allow residential uses in areas without water O O OYes ONo and/or sewer services. • Proposed Action locates commercial and/or industrial uses which may ❑ ❑ OYes ❑No require new or expansion of existing waste treatment and/or storage facilities. • Other impacts: O O []Yes ❑No 6. Will proposed action alter drainage flow or patterns, or surface water runoff? ONO ❑YES Examples that would apply to column 2 • Proposed Action would change flood water flows. ❑ ❑ Oyes ONo 7 2 3 Steto Potential Can Impact Be Moderate Large Mitigated By Impact Impact Project Change • Proposed Action may cause substantial erosion. ❑ ❑ ❑Yes ❑No • Proposed Action is incompatible with existing drainage patterns. ❑ ❑ ❑Yes ❑No • Proposed Action will allow development in a designated floodway. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON AIR 7, Will proposed action affect air quality? ONO OYES Examples that would apply to column 2 • Proposed Action will induce 1,000 or more vehicle trips- in any given ❑ ❑ Dyes ❑No hour. • Proposed Action will result in the incineration of more than 1 ton of ❑ ❑ ❑Yes ❑No refuse per hour. • Emission rate of total contaminants will exceed 5 lbs. per hour or a ❑ ❑ ❑Yes ❑No heat source producing more than 10 million BTU's per hour. • Proposed action will allow an increase in the amount of land committed ❑ ❑ Dyes ❑No to industrial use. • Proposed action will allow an increase in the density of industrial ❑ ❑ ❑Yes ❑No development within existing industrial areas. • Other impacts: ❑ ❑ CJ Yes ❑No IMPACT ON PLANTS AND ANIMALS 8. Will Proposed Action affect any threatened or endangered species? ONO DYES Examples that would apply to column 2 • Reduction of one or more species listed on the New York or federal ❑ ❑ ❑Yes ED No list, using the site, over or near site or found on the site. • Removal of any portion of a critical or significant wildlife habitat. Cl ❑ ❑Yes ❑No • Application of pesticide or herbicide more than twice a year, other ❑ ❑ Dyes []No than for agricultural purposes. • Ofher impacts: ❑ ❑ ❑Yes El No 9. Will Proposed Action substantially affect non-threatened or non-endangered species? ONO DYES Examples that would apply to column 2 • Proposed Action would substantially interfere with any resident or ❑ ❑ ❑Yes []No migratory fish, shellfish or wildlife species. • Proposed Action requires the removal of more than 10 acres ❑ ❑ ❑Yes ❑No of mature forest (over 100 years of age) or other locally important vegetation. IMPACT ON AGRICULTURAL LAND RESOURCES 10. Will the Proposed Action affect agricultural land resources? ONO OYES Examples that would apply to column 2 • The proposed action would sever, cross or limit access to agricultural ❑ ❑ Oyes ❑No land (includes cropland, hayfields, pasture. vineyard, orchard, etc.) 8 1 2 3 Small to Potential Can Impact E Moderate Large Mitigated 8 Impact Impact Project Chan( • Construction activity would excavate or compact the soil profile of ❑ ❑ ❑Yes ON agricultural land. • The proposed action would irreversibly convert more than 10 acres ❑ ❑ ❑Yes ❑N. of agricultural land or, if located in an Agricultutal District, more than 2.5 acres of agricultural land. • The proposed action would disrupt or prevent installation of agricultural ❑ ❑ ❑Yes El N, land management systems (e.g., subsurface drain lines, outlet ditches, strip cropping); or create a need for such measures (e.gcause a farm field to drain poorly due to increased runoff) • Other impacts: ❑ ❑ ❑Yes ON IMPACT ON AESTHETIC RESOURCES 11 . Will proposed action affect aesthetic resources? ONO DYES (If necessary, use the Visual EAF Addendum in Section 617.20, Appendix B.) Examples that would apply to column 2 • Proposed land uses, or project components obviously different from ❑ ❑ ❑Yes ©Nc or in sharp contrast to current surrounding land use patterns, whether man-made or natural. • Proposed land uses, or project components visible to users of ❑ ❑ ❑Yes ❑N( aesthetic resources which will eliminate or significantly reduce their enjoyment of the aesthetic qualities of that resource. • Project components that will result in the elimination or significant ❑ ❑ Dyes ❑N( screening of scenic views known to be important to the area. • Other impacts: ❑ ❑ ❑Yes ON( IMPACT ON HISTORIC AND ARCHAEOLOGICAL RESOURCES 12. Will Proposed Action impact any site or structure of historic, pre- historic or paleontological importance? ONO DYES Examples that would apply to column 2 • Proposed Action occurring wholly or partially within or substantially ❑ O ❑Yes ❑N( contiguous to any facility or site listed on the State or National Register of historic places. • Any impact to an archaeological site or fossil bed located within the ❑ ❑ ❑Yes ON( project site. • Proposed Action will occur in an area designated as sensitive for ❑ ❑ Dyes ON( archaeological sites on the NYS Site Inventory. • Other impacts: ❑ ❑ Dyes ON, IMPACT ON OPEN SPACE AND RECREATION 13. Will Proposed Action affect the quantity or quality of existing or future open spaces or recreational opportunities? Examples that would apply to column 2 ONO DYES • The permanent foreclosure of a future recreational opportunity. ❑ ❑ ❑Yes ON, • A major reduction of an open space important to the community. ❑ ❑ ❑Yes ❑N� • Other Impacts: ❑ ❑ ❑Yes ❑N 9 2 3 Small toPotential Can Impact Be Moderate Large Mitigated By Impact Impact Project Change IMPACT ON CRITICAL ENVIRONMENTAL AREAS 14 Will Proposed Action impact the exceptional or unique character- istics of a critical environmental area (CEA) established pursuant to subdivision 6 NYCRR 617.14(g) ? ONO DYES List the environmental characteristics that caused the designation of the CEA Examples that would apply to column 2 • Proposed Action to locate within the CEA? ❑ ❑ ❑Yes ❑No • Proposed Action will result in a reduction in the quantity of the resource? ❑ ❑ Dyes ❑No • Proposed Action will result in a reduction in the quality of the resource? ❑ ❑ ❑Yes ❑No • Proposed Action will impact the use, function or enjoyment of the ❑ ❑ ❑Yes ❑No resource? • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON TRANSPORTATION 15. Will there be an effect to existing transportation systems? ONO DYES Examples that would apply to column 2 • Alteration of present patterns of movement of people and/or goods. ❑ ❑ ❑Yes ONo • Proposed Action will result in major traffic problems. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON ENERGY 16. Will proposed action affect the community's sources of fuel or energy supply? ONO DYES Examples that would apply to column 2 • Proposed Action will cause a greater than 5% increase in the use of ❑ ❑ ❑Yes ❑No any form of energy in the municipality. • Proposed Action will require the creation or extension of an energy ❑ ❑ ❑Yes [-]No transmission or supply system to serve more than 50 single or two family residences or to serve a major commercial or industrial use. • Other impacts: ❑ ❑ ❑Yes ❑No 10 2 3 NOISE AND IMPACTS Small to Potential Can Impact Be 17. Will there be objectionable odors, noise, or vibration as a result Moderate Large Mitigated By of the Proposed Action? ONO DYES Impact Impact Project Change Examples that would apply to column 2 • Blasting within 1,500 feet of a hospital, school or other sensitive ❑ ❑ Dyes ❑No facility. • Odors will occur routinely (more than one hour per day). ❑ ❑ ❑Yes ❑No • Proposed Action will produce operating noise exceeding the local ❑ ❑ ❑Yes ❑No ambient noise levels for noise outside of structures. • Proposed Action will remove natural barriers that would act as a ❑ ❑ Dyes ❑No noise screen. • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON PUBLIC HEALTH 18. Will Proposed Action affect public health and safety? ONO DYES Examples that would apply to column 2 • Proposed Action may cause a risk of explosion or release of hazardous ❑ ❑ El Yes ONO substances(i.e.oil,pesticides, chemicals, radiation, etc.)in the event of accident or upset conditions, or there may be a chronic low level discharge or emission. • Proposed Action may result in the burial of"hazardous wastes" in any ❑ ❑ EJ Yes ONO form (i.e. toxic, poisonous, highly reactive, radioactive, irritating, infectious, etc.) • Storage facilities for one million or more gallons of liquified natural ❑ ❑ ❑Yes ONO gas or other flammable liquids. • Proposed action may result in the excavation or other disturbance ❑ ❑ ❑Yes El No within 2,000 feet of a site used for the disposal of solid or hazardous waste. • Other impacts: ❑ ❑ ❑Yes ONO IMPACT ON GROWTH AND CHARACTER OF COMMUNITY OR NEIGHBORHOOD 19. Will proposed action affect the character of the existing community? ONO DYES Examples that would apply to column 2 • The permanent population of the city, town or village in which the ❑ ❑ ❑Yes ONO project is located is likely to grow by more than 5%. • The municipal budget for capital expenditures or operating services ❑ ❑ ❑Yes ONO will increase by more than 5% per year as a result of this project. • Proposed action will conflict with officially adopted plans or goals. ❑ ❑ ❑Yes ONO • Proposed action will cause a change in the density of land use. ❑ ❑ Dyes ONO • Proposed Action will replace or eliminate existing facilities, structures ❑ ❑ ❑Yes ONO or areas of historic importance to the community. • Development will create a demand for additional community services ❑ ❑ ❑Yes ❑No (e.g. schools, police and fire, etc.) • Proposed Action will set an important precedent for future'projects. ❑ ❑ Dyes ONO • Proposed Action will create or eliminate employment. ❑ ❑ ❑Yes ONO • Other impacts: ❑ ❑ ❑Yes ONO 20. Is there, or is there likely to be, public controversy related to potential adverse environmental impacts? ONO OYES If any action In Part 2 Is Identified as a potential targe Impact or It you cannot determine the magnitude of Impact.proceed to Part 7 11 Part 3—EVAPATION OF THE IMPORTAIVE OF IMPACTS Responsibility of lead Agency Part 3 must be prepared if one or more impact(s) is considered to be potentially large, even if the impact(s) may be mitigated. Instructions Discuss the following for each impact identified in Column 2 of Part 2: 1 . Briefly describe the impact. 2. Describe(if applicable)how the impact could be mitigated or reduced to a small to moderate impact by project change(s). 3 Based on the information available, decide if it is reasonable to conclude that this impact is important. To answer the question of importance, consider: • The probability of the impact occurring • The duration of the impact • Its irreversibility, including permanently lost resources of value • Whether the impact can or will be controlled • The regional consequence of the impact • Its potential divergence from local needs and goals • Whether known objections to the project relate to this impact. (Continue on attachments) 12 latdll (9195)-9c • 61 1.20 • SEAR Appendix B State Environmental Quality Review Visual EAF Addendum This form may be used to provide additional information relating to Question 11 of Part 2 of the Full EAF. (To be completed by Lead Agency) Distance Between Visibility Project and Resource (in Miles) 1. Would the project be visible from: 0-1/4 1/a Yz 1/2-3 35 5+ • A parcel of land which is dedicated to and available ❑ ❑ ❑ ❑ ❑ to the public for the use, enjoyment and appreciation of natural or manmade scenic qualities? • An overlook or parcel of land dedicated to public ❑ ❑ ❑ ❑ ❑ observation, enjoyment and appreciation of natural or man-made scenic qualities? • A site or structure listed on the National or State ❑ ❑ ❑ ❑ ❑ Registers of Historic Places? • State Parks? ❑ ❑ ❑ ❑ ❑ • The State Forest Preserve? ❑ ❑ ❑ ❑ ❑ • National Wildlife Refuges and state game refuges? ❑ ❑ ❑ ❑ ❑ • National Natural Landmarks and other outstanding ❑ O ❑ ❑ ❑ natural features? • National Park Service lands? ❑ ❑ ❑ ❑ ❑ • Rivers designated as National or State Wild, Scenic ❑ ❑ ❑ ❑ ❑ or Recreational? • Any transportation corridor of high exposure, such ❑ ❑ ❑ ❑ ❑ as part of the Interstate System, or Amtrak? • A govemmentally established or designated interstate ❑ ❑ ❑ ❑ ❑ or Inter-county foot trail, or one formally proposed for establishment or designation? • A site, area, lake, reservoir or highway designated as ❑ ❑ ❑ ❑ ❑ scenic? • Municipal park, or designated open space? ❑ ❑ ❑ ❑ ❑ • County road? ❑ ❑ ❑ ❑ ❑ • State? ❑ ❑ ❑ ❑ ❑ • Local road? ❑ ❑ ❑ ❑ ❑ 2. Is the visibility of the project seasonal?(i.e., screened by summer foliage, but visible during other seasons) ❑Yes C3 No 3. Are any of the resources checked in question 1 used by the public during the time of year during which the project will be visible? Dyes [1 No 1 DESCRIPTION OF EXISTING VISUAL ENVIRONMENT 4. From each item checked in question 1, check those which generally describe the surrounding environment. Within "/. mile * I mile Essentially undeveloped ❑ ❑ Forested ❑ ❑ Agricultural ❑ ❑ Suburban residential ❑ ❑ Industrial ❑ ❑ Commercial ❑ ❑ Urban ❑ ❑ River, Lake, Pond ❑ ❑ Cliffs, Overlooks ❑ ❑ Designated Open Space ❑ ❑ Flat ❑ ❑ Hilly ❑ ❑ Mountainous ❑ ❑ Other ❑ ❑ NOTE: add attachments as needed 5. Are there visually similar projects within: 'h mile ❑Yes ❑No '1 miles 13 Yes ❑No '2 miles 11 Yes E)No '3 miles ❑Yes ❑No ' Distance from project site are provided for assistance. Substitute other distances as appropriate EXPOSURE 6. The annual number of viewers likely to observe the proposed project is NOTE: When user data is unavailable or unknown, use best estimate. CONTEXT 7. The situation or activity In which the viewers are engaged while viewing the proposed action is FREQUENCY Holidays/ Activity Daily Weekly Weekends Seasonally Travel to and from work ❑ ❑ ❑ ❑ Involved in recreational activities ❑ ❑ ❑ ❑ Routine travel by residents ❑ ❑ ❑ ❑ At a residence ❑ ❑ ❑ ❑ At worksite ❑ ❑ ❑ ❑ Other ❑ ❑ ❑ ❑ 2 �RT 1—PROJECT INFORMAT Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effec on the environment. Please complete,the entire form, Parts A through E. Answers to :hese questions wilt be consldere -as part or the application for approval"and may be subject to further veriricat:on and public review Provide any additiona inrormation you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and :will not involy_ new studies. research or Investigation. If information requiring such additional work is unava,iable. so Indicate and specir. each instance. NAME OF ACTION Cliffside Ae e eEz:Y 5 tkeasz _S o 4N1� LOCATION OF ACTION (IncWae sueel AdOte SS. tM1lnlCIO.hty and CJUNyI 6147E frnlnty DnAri QR. Grapttpnrt NY NAME OF APPLICANTISPONSOR BUSINESS TELE?HONE Breezy Sound Corp. 1516 1 475-0745 AODRESS 38 Oak Street CITYIPO ]Tn TEI ZIF COCE Patchogue NY 111772 NAME OF OWNER (it mt(erenq BUSINESS TEL--PHONE 1 ADDRESS CI rYtPO i STATE ' Z:P cca- j DESCRI ION OF AOT ON f 68 unit esort motel in five buildings plus a pool-house, office, mana r apartment, swimming pool and 2 tennis courts on 7+ acres ad ' cent to Long Island Sound. Please Complete Each Question—Indicate N.A. if not applicable A. Site Description Physical setting of overall project. both developed and undeveloped areas. Present land use: OUrban ClIndustrfal ❑Commercial G$esidenual (suburban) tRural (non-farm OForest ❑Agriculture `6t]Other 4f =LtFll i Cc�R�FD 1. 7.132 Q Total acreage of project area: acres. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland (Non-agriculturall L2. (p acres _ �-�'" 2 acres 11'C4-uD6S 3-.ACsI QLU FG,EaE.&w DtD FI -0- -D- Forested r acres acres Agricultural (Includes Orchards, cropland, pas(ure, etc) —�— acres acres Wetland (Freshwater or tidal as per Articles 2,j, 25 of ECIJ acres acres Water Surface Area �_ acres _�� acres Unve>;ela[ed lliock, earth or fill) acres _ acres Roads, buildings and other paved surfaces acres Other (Indicate type) Landscaping- -0- ,ores 1 Z. acres OWh.lt 15 predominant sod typuk) on project iii'O McI'37rgO _ �I AIS SAAId)y Z.oAA4 `r a. Soil dra lnagC: O`•Vell drained % of it(! LJ ib Il ultra tcly well dnln< d 100 Of Site (_''PcodN dralm I1d slu WBLC-ra L{O DEl21FTE b. If any agnCultural I,u1d is ulvOlved, how many a( res of still are rl,l>sliu d -.vilhw poll group 1 thn?u yh t Of the 'JY Land Classification System? N [PAacres (Sec I .NY( RR 370). QAre there bedrock outcroppings on project sit-0 ❑Yes I-3E1`4„ 'a. What is depth to bedrock? (in ircU 2 j. Approximate percen[.r;yc of pfnpos *eject u(e w.(I� slope, t:t) 1096 65. °u E 10 1 S°o 22 40 Sqo or greater 14 6. Is project substantially contiguous to, or contain a building, vie, or district, listed on the State or the National Registers or Historic Places? ❑Yes CXNo 7.-Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? EYes AMNO What is the depth or the water table? 30+ (in ieec) lt4 DE1ELOPM,-a7 *246fA p 6' 47 St1oe,E MN is site located over a primary, principal, or sole source aqufrer? 19les A&FF5Z 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? tyes ❑N ® Does project site contain any species or plant or animal lire that is identified as threatened or endangered? Oyes [:,No According to S'r7E1t46PEGTlQW Y,4A1TgT,—) P2E6W7— Identify each species Are there any unique or unusual land forms on the project site? (i.e.. cliffs, dunes, other geological formations) I�e5 [Fc5 Describe B/ JEF�S �44QIJ6x 7 T san"WD 13. Is the projectsitepresently used by the community or neighborhood as an open space or recreation area? G �r-.�Yes t�;NO If yes, explain 14. Does the present site include scenic views known m be important to the community? Eyes tNo 15. Streams within or contiguous to project area: N/A a. Name of Stream and name of River to which it is tributary © Lakes, ponds, wetland areas within or contiguous to project area: - a. Name -47A Z­OMe, 16Lr nL- 1J> QV b. Size (In acres) _ �Tt>=tU K}L E-r Kt2G I'D Sa-F_ 17. Is the site served by existing public utf ides? [4Yes GNo ti a) If Yes, does sufficient capacity exist to allow connection? r-�Yes ENO b) If Yes, will improvements be necessary to allow connection? )t yes ENo 18. Is the site located in an agricultural district cerurled pursuant to Agriculture and .Markets Law, Article 25-AA, Section 303 and 3042 Eyes IllNo 19. Is the site located in or substantially contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? EYe5 NNO 20. Has the site ever been used for the disposal of solid or hazardous wasra:s? Eyes IN B. Project Description 1. Physical dimensions and scale of project (fill in dimensions as appropriate) a. Total contiguous acreage owned or controlled by project sponsor 7. 132 acres. b. Project acreage to be developed: 6 acnes in.(i.illy; 6 acres ultimately c. Project acreage to remain undeveloped 1 .5 acres. d Length of project, in miles: __ (If appropriate) e. If the project is an expansion, indicate pert -nt of . xpan,wn proposed v. f. Numhrr of off-street parking spaces ex.sonfi 0 . prop"f"rd 80 g. .Maxfmu(n vehicular (rips generated per hoer 56 (upon t Omjrb-uon of project)? h. It residential_ Nurnb(-r and (yp,: or hniisin(; .inns. On.- Iamily Two I'a nulun.ly Condo, f eneutn nrtially ultemawiy _ f. Dnnen,,ons (in feet) of largest propo,cd structure 7l5, _ he.gh(: 74.6' �d(h. 125' Icngth. j. Linear feet of irontag•_ alone a pubhr thornughrare project .vill occupy is? 601 It. 3 '_. How much natural oateri,,i 0.10osck, eanh, etc c) 'will 6,• remov,•d from tw".? 0 Ions/cubic yards �A BTr<1 LL - � Will disturbed areas be reclaimed? n".0 ❑N `/o CNIA a. If yes. for what intend.,_ purpose is the site being, reclaimed? L >J45u�PrJ�C b. Will topsoil be stockpiled for reclamation? GYes CNo c. Will upper subsoil be stockpiled for reclamation? (NYes EINo 4. How many acres of vegetation (trees, shrubs. ground covers) will be removed from site? / acres. Mr4,t.r WAS ��Vro J5c�1 C/=E.t�t� i jlOID OLO Fr ELI,) 5. Will any mature forest (over 100 years old) or other locally-important vegetation oe removed by this project? Dyes INo 6. If single phase project: Anticipated period of construction 1$ months. (including demolitionl. 7. If multi-phased: a. Total number or phases anticipated (number). b. Anticipated date of commencement phase t monrn year. (including demolition). c. Approximate completion date of final phase month year. d. Is phase 1 functionally dependent on subsequent phases? Dyes ❑No 8. Will blasting occur during construction? Dyes qNo 9. Number of jobs generated: during construction 50 arcer project is comolete 5 10. Number or jobs eliminated by this oroject 0 11. Will project require relocation of any projects or facilities? Dyes C NO If yes. explain 12. Is surface liquid waste disposal involved? 0-Yes LN co a. If yes, indicate type of waste (sewage, industrial, etc.) and amount b. Name of water body into which effluent will be discharged 13. Is subsu(race liquid waste disposal involved? Dyes tIN,a Type Nc7F. SAIL ITA 2,1 TD Et 2£FJJ FbiZT 5EaJE2 J 1!S7_erGT 11. Will surface area of an existing water body mcrea<e or decrease by proposal? Dyes rNo Explain no effect 15 is project or any portion of project located in a 100 year flood piaut? c5+kes I4cs t,571 rd -F�0-1_') l4 Will the project generate solid waste? GYes ON ag— Z,—(o Tor.l,y zorlc. CYCEPT- P05,51&—G, BEAGN a. If yes. what is the amount per r7p PoEns Hwytd A} ZC 5S b. If yes. will an existing solid waste facility be used? GYes ONO c. If yes, give name Greeflpert-liewer location Z c -tcHOc!5rOE into sewage uopD ?'rzaxlm or S?gsanit No d. Will any wastes not go into a sewage disposal system or into ❑ sanitary landfill? GYzS e. If Yes, explain 17. Will the project involve the disposal of solid waste? Dyes dNo a. If yes, what is the anticipated rate of disposal? tons/month b. If yes, what is the anticipated site life? years. 18. Will project use herbfcidos or pesticides? ❑Yes 1�,i„ 19. Will project routinely produce odors (more than one hour [wr day)' ❑Ycs No y 20 Will project produce operating noise ­ceedinj; the L,CaI . ,ibien( noise levels? �l'c> L"I"ro 21. Will project result in an ince.,),: in �-ri.;rgy a+r? e`JYe, ❑Nn If yes , indicate typeO) _electric & heat N/A It .valr.r supply is from sv..(I,. mutate pumj;ni4 Cal) " fly _ ,;.illonsinnnute 21 Total imicipatcci orad r usa v per d.,y 17,000 gall(i,"Way 24 Dues project involve Local, State or I -deral fundimi' GYes X:Nn If Yes. explain 1 4 75. Apprrvrvak Required: is is Submittal Type Date City, Town, Village Board Dyes o City. Town, Village Planning Board UYes CIN o site Plan City, Town Zoning Board Dyes CXNo City, County Health Department qYes ONO water and sewer Other local Agencies �'es 44v% Greenport water & sewer Other Regional Agencies Dyes CIN0 State Agencies Dyes aN0 Federal Agencies ❑Yes (qvo C. Zoning and Planning Information Does proposed action involve a planning.or zoning decision? O If Yes, indicate decision required: ❑zoning amendment ❑zoning variance ❑special use permit ❑subdivision (Tsite plan One,0revi5100 or master plan ❑resource management plan ❑other 2. What_q the zoning classirication(s)of the site? R R' �. What is "the maximum potential development of the site if developed as permitted by the present zoning? -7-7 J�Q motel units 4I What is the-propoeeo` on'ng of the site? R R (SA"E O What is the maximum p tentiaf development of the site if developed as permitted by the proposed zonim. 7 10 C-,W4 4 61E r C 6. Isthe proposed action consistent with the recommended uses in adopted local land use plans? rYes 7. WZ-are the predominant land use(s) and zoning classifications within a '/, mile radius or proposed actio motel condominium nursing home, residential a. Is the proposed action compatible with adjoin inglsu rround in g land uses within a ': mile? t-Yes 9. If the proposed action is the subdivision of land, how many lots are proposed? N/A a. What is the minimum lot size proposed? 10. Will proposed action require any authorization(s) for the formation of� ,,ver or water districts? ❑Yes �? 11 . Will the proposed action create a demand for any community provided services (recreation, education, polic fire protection)? k]Yes ONO _ a. If yes, is existing capacity sufficient to handle projected demand? QYes ❑No Will the proposed action result in the generation of traffic significantly above present levels? Yes 43�N a. If yes, is the existing road network adequate to handle the additional traffic? yeses CINa D. Informational Details Attach any additional information as may bo needed to clanfy your prnlrct. If (here ire or may be any adver impacts associated with Your proposal, ple,ise discuss su(.h iinp.n:[s an(I (he nnviures r,hich you propose to (nitigace avoid them. E. Verification 1 cnr(ify (hat the infonnauon-4rrovrded .ihovr ii trotto (hr hest of my know ettpe. .pph CdnCStunisOr��%rrne /L��� .j /4/� Signature If the action is in [fie Coastal Area, and you are a ,tate agency, unnplete (he Coastal -issessmen( Form before proceed,, with Ihis as5C 55men1. 'ti 5 Part 2—PHIJECT IMPACTS AND THEIR MAITUDE Responsibility of Lead Agency General Information (Read Carefully) • In completing the form the reviewer should be guided by the question: Have my responses and determinations been reasonable? The reviewer is not expected to be an expert environmental analyst. • The Examples provided are to assist the reviewer by showing types of impacts and wherever possible the threshold of magnitude that would trigger a response in column 2. The examples are generally applicable throughout the State and for most situations. But, for any specific project or site other examples and/or lower thresholds may be appropriate for a Potential Large Impact response, thus requiring evaluation in Part 3. • The impacts of each project, on each site, in each locality, will vary. Therefore, the examples are illustrative and have been offered as guidance.They do not constitute an exhaustive list of impacts and thresholds to answer each question. • The number of examples per question does not indicate the importance of each question. • In identifying impacts, consider long term, short term and cumlative effects. Instructions (Read carefully) a. Answer each of the 20 questions in PART 2. Answer Yes if there will be any impact. b. Maybe answers should be considered as Yes answers. c: If answering Yes to a question then check the appropriate box (column 1 or 2) to indicate the potential size of the impact. If impact threshold equals or exceeds any example provided, check column 2. If impact will occur but threshold is lower than example, check column 1. d. Identifying that an impact will be potentially large (column 2) does not mean that it is also necessarily significant. Any large impact must be evaluated in PART 3 to determine significance. Identifying an impact in column 2 simply asks that it be looked at further. e. If reviewer has doubt about size of the impact then consider the impact as potentially large and proceed to PART 3. I. If a potentially large impact checked in column. 2 can be mitigated by change(s) In the project to a small to moderate impact, also check the Yes box in column 3. A No response indicates that such a reduction is not possible. This must be explained in Part 3. 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated By IMPACT ON LAND Impact Impact Project Change 1 . Will the proposed action result in a physical change to the project site? ONO []YES Examples that would apply to column 2 • Any construction on slopes of 15% or greater, (15 foot rise per 100 ❑ xYes ONO foot of length), or where the general slopes in the project area exceed 10%. • Construction on land where the depth to the water table is less than ❑ ❑ Dyes ❑No 3 feet. • Construction of paved parking area for 1,000 or more vehicles. ❑ ❑ ❑Yes []No • Construction on land where bedrock is exposed or generally within ❑ ❑ Dyes ONO 3 feet of existing ground surface. • Construction that will continue for more than 1 year or involve more N- ❑ ❑Yes D?No than one phase or stage. • Excavation for mining purposes that would remove more than 1,000 ❑ ❑ []Yes ONO tons of natural material (i.e., rock or soil) per year. • Construction or expansion of a sanitary landfill. ❑ ❑ ❑Yes []No • Construction in a designated floodway. ❑ ❑ Dyes El No • Other impacts _ ❑ ❑ ❑Yes ONO 2. Will there be an effect to any unique or unusual land forms found on the site? (i.e., cliffs, dunes, geological formations, etc.)IXJO OYES • Specific land forms: Lo&&! 4 h RyvLF ❑ ❑ ❑Yes []No p2o1-'rLmF> 6 1 2 3 Small to Potential Can Impact Be IMPACT ON WATER Moderate Large Mitigated By 3 Will proposed action affect any water body designated as protected? Impact Impact Project Change (Under Articles 15, 24, 25 of the Environmental Conservation Law, ECL) IPNO DYES Examples that would apply to column 2 • Developable area of site contains a protected water body. ❑ ❑ ❑Yes ONO • Dredging more than 100 cubic yards of material from channel of a ❑ ❑ ❑Yes 0 N protected stream. • Extension of utility distribution facilities through a protected water body. ❑ ❑ ❑Yes ONO • Construction in a designated freshwater or tidal wetland. ❑ ❑ ❑Yes ONO • Other impacts: ❑ ❑ ❑Yes ONO 4. Will proposed action affect any non-protected existing or new body of water? ONO JZYES Examples that would apply to column 2 • A 10% increase or decrease in the surface area of any body of water ❑ ❑ ❑Yes ONO or more than a 10 acre increase or decrease. • Construction of a body of water that exceeds 10 acres of surface area. ❑ ❑ Dyes ONO • Other impacts: WE-r „Q0B41 lQ£A7;_:: D 8V —P4-ST- _ t�z ❑ ❑Yes ONO EZ2An.r l ( TD 73r-, Flt[f r� 5. Will Proposed Action affect surface or groundwater quality or quantity? 'ANO DYES Examples that would apply to column 2 • Proposed Action will require a discharge permit. ❑ ❑ Dyes ONO • Proposed Action requires use of a source of water that does not ❑ ❑ ❑Yes ONO have approval to serve proposed (project) action. • Proposed Action requires water supply from wells with greater than 45 ❑ ❑ Dyes ONO gallons per minute pumping capacity. • Construction or operation causing any contamination of a water ❑ ❑ ❑Yes ❑No supply system. • Proposed Action will adversely affect groundwater. ❑ ❑ ❑Yes ONO • Liquid effluent will be conveyed off the site to facilities which presently ❑ ❑ ❑Yes ONO do not exist or have inadequate capacity. • Proposed Action would use water in excess of 20,000 gallons per ❑ ❑ ❑Yes ONO day. • Proposed Action will likely cause siltation or other discharge into an ❑ ❑ ❑Yes ONO existing body of water to the extent that there will be an obvious visual contrast to natural conditions. • Proposed Action will require the storage of petroleum or chemical ❑ ❑ ❑Yes ONO products greater than 1,100 gallons. • Proposed Action will allow residential uses in areas without water ❑ ❑ ❑Yes ONO and/or sewer services. • Proposed Action locates commercial and/or industrial uses which may ❑ ❑ ❑Yes ONO require new or expansion of existing waste treatment and/or storage facilities. • Other impacts:, ❑ ❑ Dyes ONO 6. Will proposed action alter drainage flow or patterns, or surface water runoff? ONO KYES Examples that would apply to column 2 Proposed Action would change flood water flows. ❑ ❑ ❑Yes ONO 7 2 3 SmaPotential Can Impact Be Moder to Large Mitigated By Impact Impact Project Change • Proposed Action may cause substantial erosion. ❑ 54- Yes fto • Proposed Action is incompatible with existing drainage patterns. ❑ ❑ ❑Yes ❑No • Proposed Action will allow development in a designated floodway. ❑ ❑ Dyes ❑No • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON AIR 7. Will proposed action affect air quality? 04NO OYES Examples that would apply to column 2 • Proposed Action will induce 1,000 or more vehicle trips in any given ❑ ❑ []Yes ❑No hour. • Proposed Action will result in the incineration of more than 1 ton of ❑ ❑ ❑Yes ❑No refuse per hour. • Emission rate of total contaminants will exceed 5 lbs. per hour or a ❑ ❑ []Yes ❑No heat source producing more than 10 million BTU's per hour. • Proposed action will allow an increase in the amount of land committed ❑ ❑ ❑Yes ❑No to industrial use. • Proposed action will allow an increase in the density of industrial ❑ ❑ ❑Yes ❑No development within existing industrial areas. • Other impacts: ❑ ❑ []Yes ❑No IMPACT ON PLANTS AND ANIMALS 8. Will Proposed Action affect any threatened or endangered species? . %NO OYES Examples that would apply to column 2 • Reduction of one or more species listed on the New York or Federal ❑ ❑ Dyes ❑No list, using the site, over or near site or found on the site. • Removal of any portion of a critical or significant wildlife hab;tat. ❑ ❑ ❑Yes ❑No • Application of pesticide or herbicide more than twice a year, other ❑ ❑ []Yes ❑No than for agricultural purposes. • Other impacts: _ ❑ ❑ ❑Yes ❑No 9. Will Proposed Action substantially affect non-threatened or non-endangered species? 'LINO ❑YES Examples that would apply to column 2 • Proposed Action would substantially interfere with any resident or ❑ ❑ []Yes ❑No migratory fish, shellfish or wildlife species. • Proposed Action requires the removal of more than 10 acres ❑ ❑ []Yes ❑No of mature forest (over 100 years of age) or other locally important vegetation. IMPACT ON AGRICULTURAL LAND RESOURCES 10. Will the Proposed Action affect agricultural land resources? NNO ❑YES Examples that would apply to column 2 • The proposed action would sever, cross or limit access to agricultural ❑ ❑ 1:1 Yes ❑No land (includes cropland, hayfields, pasture, vineyard, orchard, etc.) 8 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated By Impact Impact Project Change • Construction activity would excavate or compact the soil profile of ❑ ❑ ❑Yes ONO agricultural land. • The proposed action would irreversibly convert more than 10 acres ❑ ❑ ❑Yes El No of agricultural land or, if located in an Agricultutal District, more than 2.5 acres of agricultural land. • The proposed action would disrupt or prevent installation of agricultural ❑ ❑ ❑Yes ONO land management systems (e.g., subsurface drain lines, outlet ditches, strip cropping); or create a need for such measures (e.g. cause a farm field to drain poorly due to increased runoff) • Other impacts: ❑ ❑ El Yes ONO IMPACT ON AESTHETIC RESOURCES 11 . Will proposed action affect aesthetic resources? ONO OYES (If necessary, use the Visual EAF Addendum in Section 617.20, Appendix B.) Examples that would apply to column 2 • Proposed land uses, or project components obviously different from ❑ ❑ Dyes ❑No or in sharp contrast to current surrounding land use patterns, whether man-made or natural. • Proposed land uses, or project components visible to users of ❑ 9 Di:yes ❑No aesthetic resources which will eliminate or significantly reduce their enjoyment of the aesthetic qualities of that resource. • Project components that will result in the elimination or significant ❑ ❑ ❑Yes ONO screening of scenic views known to be important to the area. • Other impacts: ❑ ❑ ❑Yes ONO IMPACT ON HISTORIC AND ARCHAEOLOGICAL RESOURCES 12. Will Proposed Action impact any site or structure of historic, pre- historic or paleontological importance? NNO OYES Examples that would apply to column 2 • Proposed Action occurring wholly or partially within or substantially ❑ ❑ ❑Yes ONO contiguous to any facility or site listed on the State or National Register of historic places. • Any impact to an archaeological site or fossil bed located within the ❑ ❑ Dyes ❑No project site. • Proposed Action will occur in an area designated as sensitive for ❑ ❑ ❑Yes ❑No archaeological sites on the NYS Site Inventory. • Other impacts: ❑ ❑ [Dyes ONO IMPACT ON OPEN SPACE AND RECREATION 13. Will Proposed Action affect the quantity or quality of existing or future open spaces or recreational opportunities? Examples that would apply to column 2 `ONO OYES • The permanent foreclosure of a future recreational opportunity. ❑ ❑ Dyes ONO • A major reduction of an open space important to the community. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ ❑Yes ONO 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated By Impact Impact Project Change IMPACT ON CRITICAL ENVIRONMENTAL AREAS 14. Will Proposed Action impact the exceptional or unique character- istics of a critical environmental area (CEA) established pursuant to subdivision 6 NYCRR 617.14(g) ? 54NO []YES List the environmental characteristics that caused the designation of the CEA Examples that would apply to column 2 • Proposed Action to locate within the CEA? ❑ ❑ ❑Yes El No • Proposed .Action will result in a reduction in the quantity of the resource? ❑ ❑ :]Yes No • Proposed Action will result in a reduction in the quality of the resource? ❑ ❑ ❑Yes ❑No • Proposed Action will impact the use, function or enjoyment of the ❑ J ❑Yes ''❑Na resource? • Other impacts_ _ ❑ ❑ ❑Yes ❑No IMPACT ON TRANSPORTATION 15 Will there be an effect to existing transportation systems? ❑NO RYES Examples that would apply to column 2 • Alteration of present patterns of movement of people andlor goods. ❑ ❑ ❑Yes ❑No • Proposed Action will result in major traffic problems. ❑ ❑ El Yes ❑No • Other impacts: /)ki fErfsc 17� TSF 1: I e itJ ❑ [kYes I]No /-1L1hI " Liu nT_» :Si�kT L71<?A1-IC-E_ IMPACT ON ENERGY 16 Will proposed action affect the community's sources of fuel or energy supply? VNO OYES Examples that would apply to column 2 • Proposed Action will cause a greater than 5% increase in the use of ❑ ❑ ❑Yes :]No any form of energy in the municipality. • Proposed Action will require the creation or extension of an energy ❑ ❑ [:]Yes ❑No transmission or supply system to serve more than 50 single or two family residences or to serve a major commercial or industrial use. • Other impacts: ❑ ❑ ❑Yes ❑No 10 6 1 2 3 NOISE AND ODOR IMPACTS Small to Potential Can Impact Be 17. Will there be objectionable odors, noise, or vibration as a result Moderate Large Mitigated By of the Proposed Action? D iN0 DYES Impact Impact Project Change Examples that would apply to column 2 • Blasting within 1,500 feet of a hospital, school or other sensitive ❑ ❑ []Yes ❑No facility. • Odors will occur routinely (more than one hour per day). ❑ ❑ ❑Yes ❑No • Proposed Action will produce operating noise exceeding the local ❑ ❑ Dyes []No ambient noise levels for noise outside of structures. • Proposed Action will remove natural barriers that would act as a ❑ ❑ ❑Yes ❑No noise screen. • Other impacts: ❑ ❑ Dyes ❑No IMPACT ON PUBLIC HEALTH 18. Will Proposed Action affect public health and safety? RNO DYES Examples that would apply to column 2 • Proposed Action may cause a risk of explosion or release of hazardous ❑ ❑ ❑Yes ❑No substances(i.e. oil, pesticides, chemicals, radiation, etc.) in the event of accident or upset conditions, or there may be a chronic low level discharge or emission. • Proposed Action may result in the burial of "hazardous wastes" in any ❑ ❑ EJ Yes ❑No form (i.e. toxic, poisonous, highly reactive, radioactive, irritating, infectious, etc.) • Storage facilities for one million or more gallons of liquified natural ❑ ❑ []Yes ❑No gas or other flammable liquids. • Proposed action may result in the excavation or other disturbance ❑ ❑ Dyes ONO within 2,000 feet of a site used for the disposal of solid or hazardous waste. • Other impacts: _ ❑ ❑ ❑Yes ❑No IMPACT ON GROWTH AND CHARACTER OF COMMUNITY OR NEIGHBORHOOD 19. Will proposed action affect the character of the existing community? RNO DYES Examples that would apply to column 2 • The permanent population of the city, town or village in which the ❑ ❑ ❑Yes []No project is located is likely to grow by more than 5%. • The municipal budget for capital expenditures or operating services ❑ ❑ ❑Yes ❑No will increase by more than 5% per year as a result of this project. • Proposed action will conflict with officially adopted plans or goals. ❑ ❑ ❑Yes []No • Proposed action will cause a change in the density of land use. ❑ ❑ ❑Yes ❑No • Proposed Action will replace or eliminate existing facilities, structures ❑ ❑ ❑Yes ❑No or areas of historic importance to the community. • Development will create a demand for additional community services ❑ ❑ ❑Yes ❑No (e.g. schools, police and fire, etc.) • Proposed Action will set an important precedent for future projects. ❑ ❑ ❑Yes []No • Proposed Action will create or eliminate erriployment. ❑ ❑ ❑Yes ❑No • Other impacts: _ ❑ ❑ Dyes ❑No 20. Is there, or is there likely to be, public controversy related to potential adverse environmental impacts? *0 DYES If any action In Part 2 Is Identified as a potential large Impact or If you cannot determine the magnitude of Impact, proceed to Part 3 11 Information to be submitted or included with submission to Architectural Review Committee . * Site Plan. * Type of Building Construction, Occupancy, Use and Fire Separation. * Floor Plane Drawn to Scale - 1/4"=1' preferred. * Elevation Drawings to Scale of all sides of each Building, 1/4"=1'preferred including the following information: Type and color of roofing - include sample. Type and color of siding - include sample . Type of windows and doors to be used, material and color of all windows and door frames - include sample . Type and color of trim material - include sample . * Type of heating/cooling equipment to be used. Show exterior locations of all equipment i . e . , heatpumps, air conditioning compressors, etc . on plane and/or elevations . * Type and locations of all roof-mounted mechanical equipment . * Type and locations of all mechanical equipment and/or plumbing venting through roof or building sidewall . * Type, color and style of proposed masonry material for chimneys or accent walls - include samples or photos . * Details, color, type and style of any proposed ornamentation, awnings, canopies or tents . * Photos of existing buildings and/or neighboring properties from four directions of project site . * Type, Color and Design of all exterior signage, both building-mounted and free standing. r PATRICIA C.MOORE Aitwrcy at L,%v i WM.Mari❑W. SombU N.Y. 11953 IN 16311 WWI( Pay:+63! 76i-4643 September 15 . 2005 Southold ^_or.n Plan:-: ing 73(:ra-d Town Hall 53095 Main Roaf P.00= 1:79 Southold, bit' 1.1971 .Attt . Victor Re: Site f"-. an _o _ 3-:�e ,�,r Scunci CB 4�, V'reenpOrz, _.. Dear Victor: Than', you .or reviewing the plan. In responsm __ •,oar question as to the applicant, please n , a teat the oyner of the _property anc applicant remains Breezy Sound Ccp_ the development i'. 3 also be knoyn as Clifiside Resist. . Therefore please note in your records BreeW Sound Corp Okra Cliffside Resort . With regard to the 50 ' wetland buffer locared adjacent no building A, Barrett, Benc.chi & Van Weele has aut Ori.zed me t.o make a notaticn on the plans that: the 50 ' wetlanc_ buffer is a -non- disturbance buffer'' Thank you for yo1_tr ccurtesy, if you need anything ease ,Zlease do not hesitate tc contact me. Very truly yawrs, Ratr_cia (j. Moore cc : Breezy Sound, Core . `�` I 'd 6494 SSL 169 ao jjo mel ajoow d44 :'.O so SL Jas l .I.� PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 September 13 , 2005 Southold Town Planning Board Town Hall 53095 Main Road P.G.Box 1179 4, I Southold, NY 11971 rI Att : Victor or Bruno Re : Site plan for Breezy Sound CR 48, Greenport, NY Dear Victor or Bruno: Enclosed are 6 signed and sealed Health Department approved final site plans . As we discussed the owner remains Breezy Sound Corp . Enclosed for your convenience is a letter dated September 30, 2004 from Barrett , Bonacci & Van Weele, PC.which identifies the issues you asked us to include with the site plan submission. Prior to submission to the Health Department these plans the revisions you requested were added to the plan. Also enclosed is the Suffolk County Highway Work Permit dated July 23 , 2004 . The Village initiated a law suit against the County demanding that Breezy Sound connect to their sewers (Index # 2004-13712) . Ultimately a stipulation of discontinuance was signed wherein the Village of Greenport and Breezy Sound Corp agreed to connect to Village of Greenport Sewer. The project is connected to public water . Thank you for your courtesy, if you need anything else please do not hesitate to contact me . )dory y cia oor cc : Breezy Sound Corp . September 30,2004 Ms.Patricia Moore Patricia C.Moore,Esq. ° 51010 Main Road 1 (p Southold,NY 11971 �},✓ } RE: Breezy Sound Project No.A000046 ¢0 Dear Ms.Moore: 1 Attached for your use in securing Town approval are eight sets ofthe latest Site Plans for the above-referenced project. With respect to your 8/21/03 memo outlining the items to be addressed at the request of Victor L'Eplattenier,we offer the following: 1. There is one handicap space per building as shown on the plans. Please note that all of the parking spaces(including the handicap spaces)are the same size, allowing for handicap spaces to be moved around the site as needed without affecting the overall parking count. 2. 239fapproval was granted by the Suffolk County Department ofPublic Works on July 23,2004,A copy of the approval documents is attached. 3. The cover sheet is identified as the"Site Plan",the adjacent owners have been noted,and the sheet has been dated and signed. 4. The key map scale has been adjusted to 1"=500'. 5.&6. All revisions pertaining to the sewage collection system and water distribution system have been completed and the Department has advised that the only outstanding issues are related to the treatment plant Jack Naylor has our plans for inclusion in his submission which,once approved by SCDHS,will be stamped and returned to Jack Naylor. Please note that these plans should match the last submission to the Town with the exception of minor revisions required by SCDHS and SCDPW.Please feel free to contact our office if you have any questions or require any further information. Very truly yours, BARRETT,BONACCI&Van WEELE, P.C. Kevin P.Walsh,P.E. cc: Dave Lantz(w/4 prints) G:1WP_sm1eN_poj_A00WOU446`pmMOD4.wpd COUNTY OF SUFFOLK 0 CTMC LEVY SUFFOLK COUI4TY EXECUTIVE DEPARTMENT Ol=PUBLIC WORKS PJC»ARo J.LAVALLC IP.E. CHARLES J.BARTH^.P.L LESLI!A.t/uTCKSL CMIV OfJVTY CO»Mea101arq CCMIWNmONER DCPVTT COeaIIaaMMraR July 23,2004 Hreay Sound Corpontloe 38 Oak SL PstchoNe,N.Y. 11772 RE: SUFFOLK COUNTY 11111011WAY WORK PERMIT#48-184.CR 41L Middle AA Dar Sir. A permit Rom this Depatammt Will be frqulRd Pusstsaat to Section 136 of Me Highway Law for uy impmsemwu this Deputoumt dams neraminy along the County nghH.Rway ftmelot thls prod on the■bore-mfveoced County Road. No work is to be;attunRKed upon the County rigMef-way until ads peanut has bem secured. I. ,SIGN AND DATE the permit application in ppa reel)orgy. Do not woke any other mules am,this appdatim Xeme Copim will net be awepta0. 2. A 339F REVIEW FEE in the■»card D($200600 is required. This fee is mmmfandable and must be in the lbrm of o corti6ad check if the fa is mare than$260.00, (Chuk to be weeks payable to the SUFFOLK COUNTY DEEP.OF PUBLIC WORKS). 3. SECUMM for This work is required in the si muot of 530.000.00. This smouriy tam be in the form of me of the following: a) A astiDed chock(paytltie to the SUFFOLK COUNTY 111FJtSM11t)OR b) A bond(bntd from mei)md)Qa c) A Lena of Credit. TWO security will be retura+d to you up"socidacmry compledea of the reipsired work 4. A PERMIT FEE in the amav,r oP 51.500,00 is required. This foe is one-refuodable Rd must be in the form of a cer ifscd creek if the Its is oae than$200.00. (Geek 6 to be wade payable to the SUFFOLKCOUrm DEPARTMENT OF PUBLIC WORk3.) S. A MATNTE AN NCE Scarily in the■mound of 3 IS,000.00 is requited. 7Tds fee roust be in the fan or a ardlled check of winch all m part will be refwmk,& 6. Nate any change of the rums m address as shown on 6c pemdt: Also indicate a Rlephonc number wogs the applicant c,n be ro chad dunnt bmkKss hours. Very truly yours. William S,SOarumn,P.B 13y: �m- 1 C.-Voto■ DirecteroMighway PimsmoS Pennons wSSrMPC/ln Enc. a't/PTCI COUNTYeS AN EQUALQ"09 4MY/AFFIRMATIVE ACTIONEMPLOYER teat)•8i-.v lv ares YAP»ANK AVrintUE ■ YAPHANK,KY.11060 FAX M3011151.4160 Sr✓� )/�% Z00 A 8L00Z 58 ICB TY3 CP 180 0002/OT/90 a�amnas�tstan • SUFFOLK COUNfYDEPAWCMENT OF PUBWC)OS A'IGHWAY WORK PERMIT PERMIT a 48-U5 TYPE NU CRN CR04I DATE ISSUED A23RD00 TA%NAPN: [_ 100045.1.3.1 REVIEW VEE :xao.00 MAT%PAlD MAINT SEC �SI5.000.00 I IDATE PND r PROJECr NAME Cllrbld_R�ar.__.� SECURITY S)OAM.OD DATE PAID PERMIT FEE r SliOO.00 OATEPAID C BOND N I 'CERTIFIED CHECK N LMM OF CREDIT# PERM717EE LreeaySJoun_dCor neon RETURNSF.COMTYrOTHE ADDRESS St Oak z<, POLiAWING(IF DOREREN ) PHcEvN4NY 11772 7PURSPHONLN I` _77 PURSUANT UANT TO Th B PROVISIONS OF SECTION 135,ART.f,OF THE NEW YORK STATE RIGHWAY LAW,PERMISSION 1:: KEREBY GRANTED TO THE PERf417TEET0: Build 28'wide commercial sheet type MCCBSB With 8'asphalt pavement and concrete curbs and handeep ramps. InrAR IDD'of concrete curbing With handicap ramps. Install'Stop"sign at iMalse tbn of axesa and county road(R1.lC-30'R30'). Inaell required madway signage per(NYS MUTCD) Install Utemnoplastic pavement markklgs as directed_ IMMO 600'of asphalt tip-Up along CR 48 frontage. Restore the county right-of-way. MI work shall be performed M accordance WIM plans provided by Barrett, Bonacci b Vanweele.P.C.dated 3117104,lahrst revision 5119/04 and in accordance with this DBIX'a most MCOM general,traffic and material spechloadons and as directed by Om county engineer. On the north side of CR 48,Middle Rd.,700'east of Chapel Lune in the harMet of Gfeenport.town of Southold. IN THE HAMLE'7/VILLAGE OF: [07MMF I 01TUTOWHOF: --] ASSET FORTH AND RRTREALM W ON TRE ATTACHED PLANS,TYPICAL SECTIONS AND rORSUANTTO THIS DEPART AIZNT,S GENERAL SPECIFICATIONS. REVIEWED BY CHARLES J.BARTHA.AE. DATE SIGNED. PERMITS ENGINIS&W COMMISSIONER Of PUBLIC WORKS (IN/ia1) aY: BY: _ WBSAm S.SEaawA P.6_ Chief Eeeimwr UPON COMPLETION OF WORK AUTHORIZED BY THIS PERMIT,PLEASE COMPLETE THE FOLLOWING AND RETURN TO THIS DEPARTMENT. WORK AUTHORIZED BY TMS PERMIT HAS BEEN COMPLETED,REFUND OF DEPOSIT/BOND B REQUESTED. DATE SIGNA'MtE Of PERMITTEF/AODM _ NOTWRliEbaI.OW7HISLDIE J ALL WORK AvrRORLTSD BYTxIs PERMIT IS: 0 COMPLETED,REFUND DEPOSIT/BOND [,j ❑ SECURITY REQUIRLD.AMOUNT: CI ❑ INCOMPLETE.SEND CORRECTION LETTER DATE SENT: ❑ ❑ RRINSPECTION.DATE CORRECTED AND COMPLETED: 0 RAKER _ DATE: PER141TS MNSPECTOR: DATE.: PERMITS ENGINEER _ C00� DI1dY8,L/SSIKiI3d MdODS $L0tZ29 Ito XYd Ct:SO t00Z/0T/S0 v • PERMIT A: 49.18E TYPE- NU BOND NO KNOW ALL MEN BY THESE PRESENTS.that we BREEZY SOUNDCORPO13AI70N at 38 Oek St.Patrhoone NY 11772 (heraineNer called the PRINCIPAL),and the Corporation of n+ereinarter called the SURETY),as SURETY,are hold and firmly bound unto the COUNT'OF SUFFOLK(hereinatteralled ft. OBLIGEE) In the sum of Thirty thousand Dollars;And Ne Cents ( &30,000.00 J.lawful money of the Lniled Stales of America,for which payment well and truly to be made,said PRINCIPAL and SURETY bind themealves, theirsuccessors and assigns,Jointly and severally,firmly by thew presents. SEALED with our nada and dated this _day of _ ,20 . WHEREAS,the PRINCIPAL has applied to the Commissioner of Public Works,Department of Public Works Suffolk County, New York,for a pwmlt under Section 136,Article 6 of the Highway Law,for permission to guild 28'wide commercial sues type access with 6"asphalt pavement and concrete curbs and handicap ramps. Install 100'of concrete Curbing with handicap ramps. Install'Slop"sign at inMsedlon of isccess and county rad(RI-10EO`40"). Install required roadway signage per (NYS MUTCD). Install thermoplastic pavement markings as directed. instal Stitt'of asphalt tib up along CR 46 frontage. Restore the county dghtof-wsy. al work Shell be performed In aecardanee wisl plans provided by Barrett,Bonacci 6 VanWeels,P.C.dated 3x17/04,latest revision W1910-1 and in accordance with this Dept.'s most recent general,traftlC and material speekrcations and as Netted by the county engineer. On the north side of CR 48,Malde Rd., 700'east of Cluipel Lane In the hamlat of Greenport,town of Southold. WHEREAS, the Issuance of such permit is conditioned upon the PRINCIPAL filing a SURETY bend t� guarantee construction tw replacement of curbs,sidewalks,drainage structUres,curb cuts and olherwork doomed necessary by the COMMISSIONER OF PUBLIC WORKS.County of Suffolk,New York,for a period commencing and continuing in full force and effect until the required woek has been completed and accepted by the ComnNssioner of Public Works of Suffolk County,New York. NOW,THEREFORE THE CONDITIONS OF THIS OPERATION IS SUCH that If the PRINCIPAL,shall ocrnply with such permits as aro Issued by the said Commissioner of Public Works under the aforementioned Highway Law,than this obligation rhsll be vold,otherwise it shell remain In full force and eRsct. By ATTEST: 6y: -- Aeomay-in-fact DPW-116 too A 9IddY791/S.LIK83d NdQUS eLo4LSll TCO Yvd C"o too2/01/90 nrmvaan COUNTY OF SUFFOLK 0 STEVE LEVY SUFFOLK COUNTY EXECVrIVE DEPARTMENT OF PUBLIC WORKS RICHARD J.LAVALLE,P.E. CHARLES J.BARTHA,P.E. LESLIE A.MITCHEL CHIEPDEPUTY COMMISSIONER COWSS10NFR DEPUTYC.D.kWISStONER CRN49 Project Name: Cliffsida Resort Applicant Name: Bree.y Sound Corp. Project Location:Oreayart SLIM p 1000-45.1.2.1 Date: 7/23/04 ® APPROVED ❑ DISAPPROVED ❑ APPROVAL WITHHELD Pursuant to Sectlou:339(of the New York State General Municipal Law and subject i:o the stated conditions: Permit requited-Highway improvements to be performed as shown on the plans provided by Barrett,Boauci& VanWeelc,P.C.dated 3/17/04, revised 5/19104, and as revised by this Dept are in general accordance to this Dept'* requirements. illiam S. Shannon,P.E. Chief Engineer SUFFOLK COUNTY IS AN EQUAL OPPORTUN3TY/MTLRMATrVX ACnON LWLOYER (671)55tJo10 375 VAPRANK AVENGE ■ YAPJHANY4 N.Y.11790 Is FAX(671)9514150 200® dQ�S eLotZ99 TC9 %Yd C1 80 9002/OT/90 CYa�I 9 0 MAILING ADDRESS: PLANNING BOARD MEMBERS *tf SOolyo Southold, x 1179 11971 JERILYN B.WOODHOUSE �O l� Chair OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex KENNETH L. EDWARDS TIN H. SIDOR �p�O 54375 State Route 25 GEORGE D SOLOMON ��coul (cor.Main Southold,Youngs Ave.) IY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE August 22,2005 TOWN OF SOUTHOLD Patricia C. Moore, Esq. 51020 Main Road Southold, N.Y. 11971 Re: Breezy Sound Corp. 61475 CR 48,Greenport SCTM # 1000-45-1-2.1 Dear Ms. Moore: Thank you for informing this office that the Department of Health has recently approved the plans for this project. To date, this office has not received the required five SCDHS stamped sets, in fulfillment of the requirements of the Conditional Final approval, granted on May 12, 2003, and subsequently extended until October 17, 2005. In addition, we are still waiting for a reply to our letter of September 8, 2004, and for a complete engineered stamped set of five updated Site Plans, with an accurate revised cover sheet. The revised set should reflect all current information regarding the Sanitary and Drainage systems. Please provide us with an approval letter from the Village of Greenport Sewer District allowing hookup to their system. We note that the project name may have changed to "Cliffside Resort." If that is correct, please inform us in writing, and modify the Site Plans accordingly. Upon receipt of the above information, we will continue to process your application. If you have any further questions, please call the Planning Board office at 765-1938. Very Truly Yours, is or pla"ttej� Site Plan Reviewer MAILING ADDRESS: PLANNING BOARD MEMB V SOUTy P.O. Box 1179 0 Southold, NY 11971 JERILYN B.WOOUHOUSE �� l0 Chair OFFICE LOCATION: WILLIAM J. CREMERS C^ Town Hall Annex KENNETH I.. EDWARDS �O 54375 State Route 25 MARTIN H. SIDOR0�� ��ry ```` (cor. Main Rd. &Youngs Ave.) GEORGE D. SOLOMON �iQUIY l�+" Southold, NY Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 10, 2005 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Breezy Sound Corp. Located 285' e/o Chapel Lane on the n/s/o CR 48 and known as 61475 CR 48 in Greenport SCTM #1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, May 9, 2005: WHEREAS, this proposed site plan for Breezy Sound Motel in Greenport, is to construct a new 68-unit motel with a pool house for motel guests and a manager's apartment unit, located on 7.13 acres; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, CR 48, Greenport, SCTM #1000-45-1-2.1; and WHEREAS, a formal application for the approval of this site plan was submitted on December 1, 2000 and conditional final approval was granted on May 12, 2003; and WHEREAS, the applicant sought to extend the May 12, 2003 conditional final approval and such approval was granted on October 14, 2003; and WHEREAS, the applicant sought to extend the October 14, 2003 conditional final approval and such approval was granted on April 14, 2004; and WHEREAS, the applicant sought to extend the April 14, 2004 conditional final approval to October 14, 2004 and such approval was granted on December 14, 2004; and WHEREAS, the applicant is requesting an additional extension of conditional final approval; and • 0 Breezy Sound — Page Two — 05/10/05 WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant an additional six-month extension from April 14, 2005 to October 17, 2005 to the conditional final approval on the final surveys dated October 3, 2001, and last revised August 2, 2002, subject to fulfillment of the following condition. This condition must be met within six (6) months of the resolution: - Review and approval by the Suffolk County Department of Health Services If you have any questions regarding the above, please contact this office. Very truly yours, Jerilyn B. Woodhouse Chairperson u.j S �- PATRICIA C. MOORE vLS Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 Fax: (631)765-4643 January 3, 2005 Southold Town Planning Board Town Hall 53095 Main Road S _ I P.O.Box 1179 Southold, NY 11901 Attn: Victor or Bruno Re: Site Plan for Breezy Sound CR 48, Greenport, NY Dear Victor or Bruno, Enclosed please find my client's check in the amount of $306.25 made payable to the Town of Southold, as per your request. If you have any questions, please do not hesitate to contact me. V ry Truly Yours, atricia C. Moore PCM/er gpfFU(,�co MAILING ADDRESS: PLANNING BOARD MEMBERS h�0 Gy P.O. Box 1179 JERILYN B.WOODHOUSE C Southold, NY 11971 Chair y Z OFFICE LOCATION: RICHARD CAGGIANO • Town Hall Annex WILLIAM J.CREMERSy?f�! ���� 54375 State Route 25 KENNETH L.EDWARDS (cor. Main Rd. &Youngs Ave.) MARTIN H. SIDOR Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 14, 2004 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Breezy Sound Corp. Located 285' east of Chapel Lane on the north side of CR 48 and known as 61475 CR 48 in Greenport SCTM #1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, December 13, 2004: WHEREAS, this proposed site plan, to be known as site plan for Breezy Sound Motel in Greenport, is to construct a new 68 unit motel with a pool house for motel guests and a manager's apartment unit, located on 7.13 acres on the north side of CR 48; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, CR 48, Greenport, SCTM # 1000-45-1-2.1; and WHEREAS, a formal application for the approval of this site plan was submitted on December 1, 2000 and conditional final approval was granted on May 12, 2003; and WHEREAS, the applicant sought to extend the May 12, 2003 conditional final approval and such approval was granted on October 14, 2003; and WHEREAS, the applicant sought to extend the October 14, 2003 conditional final approval and such approval was granted on April 14, 2004; and WHEREAS, the applicant is requesting an additional extension of conditional final approval; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore Breezy Sound — Page Two — 12/14/04 RESOLVED that the Southold Town Planning Board grant an additional six month extension from October 14, 2004 to April 14, 2005 to the conditional final approval on the final surveys, dated October 3, 2001, and last revised August 2, 2002, subject to fulfillment of the following condition. This condition must be met within six (6) months of the resolution: 1. Review and approval by the Suffolk County Department of Health Services. Please contact this office if you have any questions regarding the above. Very truly yours, , Jerilyn 6. Woodhouse Chairperson Dec 02 04 03! 5: p Moore Law Orrice 631 765 4643 p, l VLI WIL.LLAM D. MOORE Attorney at Law 51020 Main Road Soui.holc'New York T1971 Tel.(631)765-4563 Fax: (631) 765-4643 FACSIMTLE CO .ER `ST_IEET The pa,e comprising thia facsimile transmission contain conf:dsntSal information from William D. Moore. _'his information is intended solely for use by the individual entity named as the recip_ent hereof . If you are not the intende3 recipient, be aware that any di=cicsure, copy-ng, distribution, or use of the contents of this i:ransmiss_on is prohibited . If you have received tris transmission in error, please notify us by telephone immediately so we may arrange to retrieve this transmission at no cost to you. TOTAL NU! 6E'R OF PAGES INCLUDING COVER SHEET 1 IF TRANSMISSION -S FAU-,= OR INCOMPLETE, PLEASR CALL BACK AS SOOT{ AS POS8-Z37E- CLIENT NAVE: ),f– rU�� — r /* & l7- /t E Tc/Y,51 ed- 41-lro hp, 1 Dec QC 04 03; 5,.p JA re Law Of-ice C31 765 4043 WTLLI A-M A. MOORS Anorney at Law SIDZ0 Main Road Souili:ad,Neem York 11971 Tel: (631) 765-4663 Fax (631) 765-4643 7kCSIP4TLE COVER SHEET The pages comprising thin Facsimile transmission contain conf_d.ential information from William D. Moore. This information is intended solely for- use by the individual entity named as the recipient hereof . If you are not the intended recipient, be aware that ariv disclosure, copying, distribution, or use of the contents Df this transmission is prohibited. If you have received this transmission in error, please notify us by telephone immediately so we may arrange to retrieve this transmission at no cost to you. RE: �.. lit(. % �= -�_ G C G DATE'-----` 7 =C) / --- TOTAL NUMBER OF PAGES INCLUDING COVER SHEET IF TRANSMISSION 7S FAULTY OR INCOMPLETE, PLEAS;, CALL BACK AS :.CON AS POSSIBLE. / CLIENT NAME:__3 !t,f% OPERATOR :--.._ d�-� --- v E k C ( E S !moi /* /Y 7- S / - S / % October 29, 2004 I V Bruno Semon Senior Site Plan Reviewer Town of Southold P.O. Box 1179 Southold, NY 11971 Re. Breezy Sound Motel Dear Bruno: Attached are five copies of the amended site plan for the above applicant . Please be advised that we are working with SCDHS and SCDPW on minor details before receiving permits . Due to the delay from the Health Department, the owner is holding off payment of the DPW bonds and fees . Once Health Dept . is received we will complete.-the ,6ermit process . Patricia C. Moore " Encls . \ h � 7 i . I � Semon, Bruno From: Tetrault, Heather Sent: Monday, October 04, 2004 2:04 PM To: Scopaz, Valerie; 'Caggiano, Richard' Cc: Semon, Bruno; Forrester, Ed Subject: RE: Site Plan Breezy Sound Motel The erosion is caused by the building of the stairs. The Trustee permit requires the plantings; I gave a copy of the permit to Bruno. If Planning doesn't want to deal with this we canjsend the Bay Constable out to issue a violation of the permit, but we'd rather not. We �p�ssed on the message to Pat Moore, who is handling this, and she will. hopefully get them to plant the eroded bank. Heather -----Original Message----- From: Scopaz, Valerie Sent: Monday, October 04, 2004 1:15 PM To: 'Caggiano, Richard' Cc: Semon, Bruno; Tetrault, Heather; Forrester, Ed Subject: RE: Site Plan Breezy Sound Motel Importance: High Rich, I don't know and I have forwarded this to Bruno, Heather and Ed, in the hopes that one of them has the answer to this question. Valerie -----Original Message----- From: Caggiano, Richard [mailto:Richard.Caggiano@suffolkcountyny.gov] Sent: Monday, October 04, 2004 12 :11 PM To: Scopaz, Valerie Subject: RE: Site Plan Breezy Sound Motel. Val, Is the erosion the result of something the builder did or just natural causes? Is the additional planting part of the site plan or just desirable? Rich -----Original Message----- From: Scopaz, Valerie [mailto:planning@town.southold.ny.us] Sent: Monday, October 04, 2004 12 :22 PM To: Semon, Bruno; Edwards Ken (E-mail) ; Jeri Woodhouse (E-mail) ; Martin Sidor Jr. (E-mail) ; Richard Caggiano (E-mail) ; William Cremers (E-mail) Cc: Tetrault, Heather; Corcoran, Kieran Subject: RE: Site Plan Breezy Sound Motel. Everyone, If the PB is inclined to do this, it needs to send a strong message now, while planting can still take place and the bluff can be stabilized before winter storms set in. . . .otherwise we are talking the spring, and I don't think the PB will be in a good posiiton to hold approval for that length of time. Perhaps we need to bring in legal counsel for some advice. . . . . .Kieran, take this as an FYI. Valerie > -----Original Message ----- * From: Semon, Bruno > Sent: Monday, October 04, 2004 9:51 AM > To: Edwards Ken (E-mail) ; Jeri Woodhouse (E-mail) ; Martin Sidor Jr. (E-mail) ; Richard Caggiano (E-mail) ; Scopaz, Valerie; William Cremers (E-mail) 1 ' > Cc: Tetrault, Heather • • > Subject: FW:Site Plan Breezy Sound Motel > Hi, > I will place the Breezy Sound Site Plan on the October 18, 2004 work session to discuss. This email is to update everybody on the sp. At this time Ms. Moore the agent indicated they are in the final approval state for SCDHS and SCDPW. They would like the PB to place on for final approval at the November 8, 2004 meeting. As indicated in the email below the Trustees would like us to hold off on final approval pending satisfaction of the Trustees permit requirements. > Thanks > Bruno > -----Original Message----- • From: Tetrault, Heather > Sent: Monday, October 04, 2004 8 :41 AM > To: Semon, Bruno > Subject: Breezy Sound Motel > Bruno, > Ed went to the site to do a final inspection on the stairs that were built, to see if they followed their Trustee permit. > He found a lot of erosion on the bluff, and the area that was to be planted, according to the permit, needed more plants. > We have called the owner, and hope you can hold up any further approvals until they fix the erosion. > Heather 2 Semon, Bruno From: Scopaz, Valerie Sent: Monday, October 04, 2004 1:29 PM To: Forrester, Ed Cc: Corcoran, Kieran; Semon, Bruno; Tetrault, Heather Subject: RE: Site Plan Breezy Sound Motel Thanks Ed, your reply has been forwarded to all PB members . -----Original Message----- From: Forrester, Ed Sent: Monday, October 04, 2004 12 :25 PM To: Scopaz, Valerie Cc: Corcoran, Kieran; Semon, Bruno; Tetrault, Heather Subject: RE: Site Plan Breezy Sound Mote]. The erosion is limited to the area directly under the permitted stairs, the remainder of the bluff is stable. The eros:Lon is recent, probably after the last of hurricane Jeanne. As a result a berm has been ercerted at the top of the bluff at the location of the stairs. There was sufficient planting to meet the conditions of the permit, however this "rain event" washed some away and caused some erosion. They could remediate in a very short time if they are so inclined. so, if they indicate their willingness to remediate it would be in their best interest anyway) I dont think a lengthy delay is necessary. It is my opinion that failure to remediate would be a violation of the Trustee Permit anyway. . . . .Ed Val please forward to Rich Caggiano -----Original Message----- From: Scopaz, Valerie Sent: Monday, October 04, 2004 1:15 PM To: 'Caggiano, Richard' Cc: Semon, Bruno; Tetrault, Heather; Forrester, Ed Subject: RE: Site Plan Breezy Sound Motel Importance: High Rich, I don't know and I have forwarded this to Bruno, Heather and Ed, in the hopes that one of them has the answer to this question. Valerie -----Original Message----- From: Caggiano, Richard [mailto:Richard.Caggiano@suffolkcountyny.gov] Sent: Monday, October 04, 2004 12 :11 PM To: Scopaz, Valerie Subject: RE: Site Plan Breezy Sound Motel Val, Is the erosion the result of something the builder did or just natural causes? Is the additional planting part of the site plan or just desirable? Rich -----Original Message----- From: Scopaz, Valerie [mailto:planning@town.southold.ny.us] Sent: Monday, October 04, 2004 12 :22 PM To: Semon, Bruno; Edwards Ken (E-mail) ; Jeri Woodhouse (E-mail) ; Martin Sidor Jr. (E-mail) ; Richard Caggiano (E-mail) ; William Cremers (E-mail) Cc: Tetrault, Heather; Corcoran, Kieran Subject: RE: Site Plan Breezy Sound Motel Everyone, If the PB is inclined to do this, it needs to send a strong message now, 1 ' while planting can still ta� place and the bluff can be stabilized before winter storms set in. . . .otherwise we are talking the spring, and I don't think the PB will be in a good posiiton to hold approval for that length of time. Perhaps we need to bring in legal counsel for some advice. . . . . .Kieran, take this as an FYI. Valerie > -----Original Message----- * From: Semon, Bruno > Sent: Monday, October 04, 2004 9:51 AM > To: Edwards Ken (E-mail) ; Jeri Woodhouse (E-mail) ; Martin Sidor Jr. (E-mail) ; Richard Caggiano (E-mail) ; Scopaz, Valerie; William Cremers (E-mail) > Cc: Tetrault, Heather > Subject: FW:Site Plan Breezy Sound Motel > Hi, > I will place the Breezy Sound Site Plan on the October 18, 2004 work session to discuss. This email is to update everybody on the sp. At this time Ms. Moore the agent indicated they are in the final approval state for SCDHS and SCDPW. They would like the PB to place on for final approval at the November 8, 2004 meeting. As indicated in the email below the Trustees would like us to hold off on final approval pending satisfaction of the Trustees permit requirements. > Thanks > Bruno > > -----Original Message----- • From: Tetrault, Heather > Sent: Monday, October 04, 2004 8 :41 AM > To: Semon, Bruno > Subject: Breezy Sound Mote:L > Bruno, > Ed went to the site to do a final inspection on the stairs that were built, to see if they followed their Trustee permit. > He found a lot of erosion on the bluff, and the area that was to be planted, according to the permit, needed more plants. > We have called the owner, and hope you can hold up any further approvals until they fix the erosion. > Heather 2 Semon, Bruno From: Forrester, Ed Sent: Monday, October 04, 2004 1:25 PM To: Scopaz, Valerie Cc: Corcoran, Kieran; Semon, Bruno; Tetrault, Heather Subject: RE: Site Plan Breezy Sound Motel The erosion is limited to the area directly under the permitted stairs, the remainder of the bluff is stable. The eros-ion is recent, probably after the last of hurricane Jeanne. As a result a berm has been ercerted at the top of the bluff at the location of the stairs. There was sufficient planting to meet the conditions of the permit, however this "rain event" washed some away and caused some erosion. They could remediate in a very short time if they are so inclined. So, if they indicate their willingness to remediate it would be in their best interest anyway) I dont think a lengthy delay is necessary. It is my opinion that failure to remediate would be a violation of the Trustee Permit anyway. . . . .Ed Val please forward to Rich Caggiano -----Original Message----- From: Scopaz, Valerie Sent: Monday, October 04, 2004 1:15 PM To: 'Caggiano, Richard' Cc: Semon, Bruno; Tetrault, Heather; Forrester, Ed Subject: RE: Site Plan Breezy Sound Motel Importance: High Rich, I don't know and I have forwarded this to Bruno, Heather and Ed, in the hopes that one of them has the answer to this question. Valerie -----Original Message----- From: Caggiano, Richard [mailt:o:Richard.Caggiano@suffolkcountyny.gov] Sent: Monday, October 04, 2004 12 :11 PM To: Scopaz, Valerie Subject: RE: Site Plan Breezy Sound Motel Val, Is the erosion the result of something the builder did or just natural causes? Is the additional planting part of the site plan or just desirable? Rich -----Original Message----- From: Scopaz, Valerie [mailto:planning@town.southold.ny.us] Sent: Monday, October 04, 2004 12 :22 PM To: Semon, Bruno; Edwards Ken (E-mail) ; Jeri Woodhouse (E-mail) ; Martin Sidor Jr. (E-mail) ; Richard Caggiano (E-mail) ; William Cremers (E-mail) Cc: Tetrault, Heather; Corcoran, Kieran Subject: RE: Site Plan Breezy Sound Motel Everyone, If the PB is inclined to do this, it needs to send a strong message now, while planting can still take place and the bluff can be stabilized before winter storms set in. . . .otherwise we are talking the spring, and I don't think the PB will be in a good posiiton to hold approval for that length of time. Perhaps we need to bring in legal counsel for some advice. . . . . .Kieran, take this as an FYI. Valerie > ------Original Message----- * From: Semon, Bruno > Sent: Monday, October 04, 2004 9:51 AM 1 Semon, Bruno From: Scopaz, Valerie Sent: Monday, October 04, 2004 1:15 PM To: 'Caggiano, Richard' Cc: Semon, Brno; Tetrault, Heather; Forrester, Ed Subject: RE: Site Plan Breezy Sound Motel Importance: High Rich, I don't know and I have forwarded this to Bruno, Heather and Ed, in the hopes that one of them has the answer to this question. Valerie -----Original Message----- From: Caggiano, Richard [mailto:Richard.Caggiano@suffolkcountyny.gov] Sent: Monday, October 04, 2004 12 :11 PM To: Scopaz, Valerie Subject: RE: Site Plan Breezy Sound Motel. Val, Is the erosion the result of something the builder did or just natural causes? Is the additional planting part of the site plan or just desirable? Rich -----Original Message----- From: Scopaz, Valerie [mailto:planning@town.southold.ny.us] Sent: Monday, October 04, 2004 12 :22 PM TO: Semon, Bruno; Edwards Ken (E-mail) ; Jeri Woodhouse (E-mail) ; Martin Sidor Jr. (E-mail) ; Richard Caggiano (E-mail) ; William Cremers (E-mail) Cc: Tetrault, Heather; Corcoran, Kieran Subject: RE: Site Plan Breezy Sound Motel Everyone, If the PB is inclined to do this, it needs to send a strong message now, while planting can still take place and the bluff can be stabilized before winter storms set in. . . .otherwise we are talking the spring, and I don't think the PB will be in a good posiiton to hold approval for that length of time. Perhaps we need to bring in legal counsel for some advice. . . . . .Kieran, take this as an FYI. Valerie > -----Original Message----- * From: Semon, Bruno > Sent: Monday, October 04, 2004 9:51 AM > To: Edwards Ken (E-mail) ; Jeri Woodhouse (E-mail) ; Martin Sidor Jr. (E-mail) ; Richard Caggiano (E-mail) ; Scopaz, Valerie; William Cremers (E-mail) > Cc: Tetrault, Heather > Subject: FW:Site Plan Breezy Sound Motel > Hi, > > I will place the Breezy Sound Site Plan on the October 18, 2004 work session to discuss. This email is to update everybody on the sp. At this time Ms. Moore the agent indicated they are in the final approval state for SCDHS and SCDPW. They would like the PB to place on for final approval at the November 8, 2004 meeting. As indicated in the email below the Trustees would like us to hold off on final approval pending satisfaction of the Trustees permit requirements. > Thanks 1 > Bruno • • > -----Original Message----- • From: Tetrault, Heather > Sent: Monday, October 04, 2004 8 :41 AM > To: Semon, Bruno > Subject : Breezy Sound Motel > Bruno, > Ed went to the site to do a final inspection on the stairs that were built, to see if they followed their Trustee permit. > He found a lot of erosion on the bluff, and the area that was to be planted, according to the permit, needed more plants. > We have called the owner, and hope you can hold up any further approvals until they fix the erosion. > Heather 2 Semon, Bruno From: Scopaz, Valerie Sent: Monday, October 04, 2004 12:22 PM To: Semon, Bruno; Edwards Ken (E-mail); Jeri Woodhouse (E-mail); Martin Sidor Jr. (E-mail); Richard Caggiano (E-mail); William Cremers (E-mail) Cc: Tetrault, Heather; Corcoran, Kieran Subject: RE: Site Plan Breezy Sound Motel Everyone, If the PB is inclined to do this, it needs to send a strong message now, while planting can still take place and the bluff can be stabilized before winter storms set in....otherwise we are talking the spring, and I don't think the PB will be in a good posiiton to hold approval for that length of time. Perhaps we need to bring in legal counsel for some advice......Kieran, take this as an FYI. Valerie -----Original Message----- From: Semon, Bruno Sent: Monday, October 04,2004 9:51 AM To: Edwards Ken (E-mail);Jeri Woodhouse(E-mail); Martin Sidor Jr. (E-mail); Richard Caggiano(E-mail); Scopaz,Valerie; William Cremers(E-mail) Cc: Tetrault, Heather Subject: FW:Site Plan Breezy Sound Motel Hi, I will place the Breezy Sound Site Plan on the October 18, 2004 work session to discuss. This email is to update everybody on the sp. At this time Ms. Moore the agent indicated they are in the final approval state for SCDHS and SCDPW. They would like the PB to place on for final approval at the November 8, 2004 meeting. As indicated in the email below the Trustees would like us to hold off on final approval pending satisfaction of the Trustees permit requirements. Thanks Bruno -----Original Message—--- From: Tetrault, Heather Sent: Monday,October 04, 2004 8:41 AM To: Semon, Bruno Subject: Breezy Sound Motel Bruno, Ed went to the site to do a final inspection on the stairs that were built, to see if they followed their Trustee permit. He found a lot of erosion on the bluff, and the area that was to be planted, according to the permit, needed more plants. We have called the owner, and hope you can hold up any further approvals until they fix the erosion. Heather 1 > To• Edwards Ken (E-mail) ;40,ri Woodhouse (E-mail) ; Martin Si or Jr. (E-mail) ; Richard Caggiano (E-mail) ; Scopaz, Valerie; William Cremers (E-mail) > Cc: Tetrault, Heather > Subject: FW:Site Plan Breezy Sound Motel > Hi, > I will place the Breezy Sound Site Plan on the October 18, 2004 work session to discuss . This email is to update everybody on the sp. At this time Ms. Moore the agent indicated they are in the final approval state for SCDHS and SCDPW. They would like the PB to place on for final approval at the November 8, 2004 meeting. As indicated in the email below the Trustees would like us to hold off on final approval pending satisfaction of the Trustees permit requirements. > > Thanks > Bruno > -----Original Message----- • From: Tetrault, Heather > Sent: Monday, October 04, 2004 8 :41 AM > To: Semon, Bruno > Subject: Breezy Sound Motel > Bruno, > Ed went to the site to do a final inspection on the stairs that were built, to see if they followed their Trustee permit. > Be found a lot of erosion on the bluff, and the area that was to be planted, according to the permit, needed more plants. > We have called the owner, and hope you can hold up any further approvals until they fix the erosion. > Heather 2 0 Semon, Bruno To: Planning Board &Val Subject: FW:Site Plan Breezy Sound Motel Hi, will place the Breezy Sound Site Plan on the October 18, 2004 work session to discuss. This email is to update everybody on the sp. At this time Ms. Moore the agent indicated they are in the final approval state for SCDHS and SCDPW. They would like the PB to place on for final approval at the November 8, 2004 meeting. As indicated in the email below the Trustees would like us to hold off on final approval pending satisfaction of the Trustees permit requirements. Thanks Bruno -----Original Message----- From: Tetrault, Heather Sent: Monday,October 04, 2004 8:41 AM To: Semon, Bruno Subject: Breezy Sound Motel Bruno, Ed went to the site to do a final inspection on the stairs that were built, to see if they followed their Trustee permit. He found a lot of erosion on the bluff, and the area that was to be planted, according to the permit, needed more plants. We have called the owner, and hope you can hold up any further approvals until they fix the erosion. Heather 1 September 30, 2004 To: Bruno Semon Re: Proposed Site Plan for Breezy Sound Motel County Road 48, Greenport Dear Bruno: I am writing in regards to your request of September 8 about the plans for the sanitary system at the above referenced parcel. The plans submitted to our office put the sanitary system out of our jurisdiction, so they will not need a new permit from us or an amendment to their existing permit. Please see attached letter of non jurisdiction. Please note the following additional requests: Placement of double staked hay bale line along the 100' line prior to construction, to contain runoff during construction. Please note attached previous permits from this office. The current plans say "50' wetland setback". Note that on the Trustee permit it asks for 50' non-disturbance buffer, and that should be changed on the plans. Also the permit for the stairs requests planting of beach grass. The owners never called for a final compliance inspection on this. Please request this inspection before any new approvals are granted. Roof runoff contained on site and placement of drywells. Please contact us for any further information. Sincerely, Heather Tetrault Environmental Technician October 1, 2004 Patricia Moore 51020 Main Road Southold, N.Y. 11971 RE: BREEZY SOUND CORP. NORTH ROAD, GREENPORT SCTM# 45-01-2.1 Dear Ms. Moore: The Southold Town Board of Trustees reviewed the survey prepared by John W. Naylor, Jr. dated September 9, 2004 and determined the plans for wastewater treatment to be just out of the100' Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. This determination is not a determination from any other agency. 0 2 0 If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krupski, Jr., President Board of Trustees AJK:Ims UFFO( • c- Albert J. Krupski, President QUOS �CQG Town Hall James King,Vice-President h� 'Z� 53095 Route 25 Artie Foster H - P.O. Box 1179 Ken Poliwoda Z Southold, New York 11971-0959 Peggy A. Dickerson �'�� �Ot' Telephone(631J 765-1892 `1. Fax(631) 765-1366 BOARD OF TOWN TRUSTEES September 30, 2004 TOWN OF SOUTHOLD To: Bruno Semon LS (1 Re: Proposed Site Plan for Breezy Sound Motel u � U County Road 48, Greenport Southold Town Dear Bruno: P annr,g EoarA I am writing in regards to your request of September 8 about the plans for the sanitary system at the above referenced parcel. The plans submitted to our office put the sanitary system out of our jurisdiction, so they will not need a new permit from us or an amendment to their existing permit. Please see attached letter of non-jurisdiction. Please note the following additional requests: Placement of double staked hay bale line along the 100' line prior to construction, to contain runoff during construction. Please note attached previous permits from this office. The current plans say"50' wetland setback". Note that on the Trustee permit it asks for 50' non-disturbance buffer, and that should be changed on the plans. Also the permit for the stairs requests planting of beach grass. The owners never called for a final compliance inspection on this. Please request this inspection before any new approvals are granted. Roof runoff contained on site and placement of drywells. Please contact us for any further information. Sincerely, / p. Heather Tetrault Environmental Technician 9/24/04 Field Inspection • • i' r �► �r h 9/24/04 Field Inspection r 9/24/04 Field Inspection <F t � ' s!� 1. 0. Field Inspection O. 9/24/04 Field Inspection :T J 7 7T r .- , .-•..!.r J.�•i. .-r t9, i•'•'sr7- '!t}� t +, "[.+Y.�ifY� i� Board Of Southold Town Trustees SOUTHOLD, NEW YORK b PERMIT NO. .� T ca 7 .. UA ik."" BREEZY SOUND ISSUED TO ........ . � .�utl�nri�ttfinn ., Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'.': and in accordance with the Resolution of The Board adopted at a meeting held on .October_24, and in consideration of the sum of ;..200.00 paid by b • Land Use Ecological Services for Breezy Sound _ ......... x°• of B...aazt>ng._-Hollow .__.. N Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and raermits the following: t s' wetland Permit to catutrnct a 4'X 72' flied timber walk anr'arcees stairway. The a em installation is proposed to coincide with deatroyed access 'acadhn. The dmber wait sF proposed to be supported by (36) 4°X 4a GCA timber To:is with a depth of penetration . ro A pposed v 160+1-sf. of eeting eroded bluff is to be augmented with 20H-cym f of 500-1000 lbs. atone placed on filter fabric against existing eroded scatp face. A proposed 200+/-sf. to be backfilled landward of proposed stone with I5+1- cy. of clean fill trucked in from en -upland source, and then planted with Cape American Beach Crasson Al centers. A 31 wide+/- 3' deep+!- X 30' long+/- trench with gravel to •,Y' \ all in i catch and conrrol upland run-oaf. 1a/-cv. of gravel (112' to P+l- in die.) to be iced in utilired for the drainage trench. The fill from the proposed drainage trench will be t the or utilised for a 2' wide+/- X 1.5' bigh+l- X 90' long+l- berm to aid in channeling and Lntrorun-cif, Ling the upland as depicted on plan dated 8/22/01 it last revised R5i 01. IN WITNESS WHEREOF, The said Board of Trustees hiere- by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. SOFFoc��o� � Ln Jr[ Trusteesk Breezy Sound - Greenport, Southold Project Description: (12-21-01) Applicant proposes a 4'x72' fixed timber walk and access stairway. The proposed access installation is proposed to coincide with destroyed access location. The timber walk is proposed to be supported by(36)4"x4" CCA timber posts with a depth of penetration of 6'+. A proposed 360+/-s.f. is proposed to be backfilled with 20+/-cubic yards of clean fill trucked in from an upland source, and then planted with Cape American Beach Grass on 18" centers. Applicant also proposes a 3'wide+/-x 3' deep+/-x 30' long+/-trench with gravel to catch and control upland runoff. 10+/-cubic yards of gravel (1/2"+/-to 1"+/-in Dia.) is proposed to be utilized for the proposed drainage trench. The fill from the proposed drainage trench is proposed to be utilized for a 2'wide+/-x 1.5' high+/-x 90' long +/-berm to aid in channeling and controlling the upland runoff. 0 _ I ...i ,���'�yy,�.� ll T I /111 !� .kl.n .+,I rJ t y SOUTHOLD, NEW YORK t J ' PERMIT NO. a✓ DATE: .Nov' 20, 2001 BREEZY SOUND CORP. ISSUED TO ......... .. .. # Pursuant to the provisions of Chapter 615 of the Laws of f the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en-titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'.': and in accordance with the pyx Resolution of The Board adopted at a meeting held on .N.ovember.. 20. f 2001, and in consideration of the sum of h.--_224n. -00'- ... paid by k r. ' Patriciu, G. .Moore, .Esq cin-.behalf-©f-Breezy-Scru_nd- Garp. of Southold-; - - - ------ N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: ¢ g: fi 'K Welland Permit to construct motel on property-freshwater area identified-proposed c- ` foundations relocated in order to establish a 50'non-disturbance area and setback from flagged e- area with the stipulation that there be 50 foot non-disturbancz buffer on top of the bluff line that all run-off will be contained on the applicant's property-haybales and silt fence^t.that line and haybales and silt fence at the 50'non-disturbancee(fresh water)buffet ares As l.nr approved •i'' plana reylsed 01/07/02 s the originating appncatlon. r IN WITNESS WHEREOF, The said Board of Trustees here- y- by causes its Corporate Seal to be affixed, and thesePresents to be subscribed by a majority of the said Board as of this clatteate, 7 o Trarteess — s ta1��?rl�r Board Of Southold Town Trustees ' SOUTHOLD, NEW YORK e Feb. 25. 2004 + ' BREEZY SOUND...CORP._._.._....... ..............__....... ... s ISSUED TO ......................._...._.........._.. a a" � ,1�11�t�i1l't�FlftAlt ., Pursuant to the provisions of Chapter 615 of the Laws of i the State of New York, 1893, and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance an- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;". and in accordance with the Resolution of The Board adopted at a meeting held on ..Feb...,25,... 2004 and in consideration of the sum of $_200.00__ __ paid by t Breezy Sound Corp. t ._ t of ........_....Greenport... ... ............ N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: -x' Wetland Permit to construct a motel on the property with a 50' non-disturbance buffer from the flagged wetlands, and as 1 depicted on the site plan prepared by William Johnson last dated 1/7/02. all in accordance with the detailed specifications as presented in the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporafe Seal to be affixed, and these presents to ? be subscribed by a majority of the said Board as of this dafo. F0 'COr , Q Artie Foster (absent) • �gUFFO(,�c Albert J. Krupski, President ��. QG Town Hall James King,Vice-President /�� 'y� 53095 Route 25 Artie Foster - P.O. Box 1179 W x Southold, New York 11971-0959 Ken Poliwoda Peggy A. Dickerson 'j'.f�0 Telephone(631) 765-1892 `�. Fax (631) 765.1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 1, 2004 Patricia Moore 51020 Main Road Snuthold, N.Y. 11971 RE: BREEZY SOUND CORP. NORTH ROAD, GREENPORT SCTM# 45-01-2.1 Dear Ms. Moore: The Southold Town Board of Trustees reviewed the survey prepared by John W. Naylor, Jr. dated September 9, 2004 and determined the plans for wastewater treatment to be just out of the100' Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. This determination is not a determination from any other agency. 0 Z f If you have any further questions, please do not hesitate to call. Sincerely, Albert J. KrupAi,"Jr., re e Board of Trustees AJK:Ims 45 M ✓AU/�., -FYI PATRICIA C. MOORS J Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 September 9, 2004 nCEIVED o Southold Town Planning Board Town Hall 53095 Main Road P.0.Box 1179 Southold Town Plannin Board Southold, NY 11971 Att : Victor or Bruno Re : Site plan for Breezy Sound CR 48 , Greenport , NY Dear Victor or Bruno : Enclosed are two prints of the following (I have requested 5 more prints from the Engineer) : 1 . a certified development plan of the underground wastewater treatment facility (map 1 of 12) 2 . A certified plan of the control building for the plant, the building must be located away from the buildings therefore the owner intends to hide it with landscaping (map 5 of 12) and architectural detail (map 6 of 12) The control building houses the control panels, emergency generator, electric and odor control panels and lab used by the operators to monitor and test the system Also enclosed is a letter our sanitary engineer received from the Health Department . The sanitary design has been approved, therefore, there will be no further changes required to the site plan. The County Road permit was issued on July 23 , 2004 . We would respectfully request that final site plan approval be granted. With regard to your review of the previous SEQRA determination, please note that the Special Exception approval addressed the approval with a recognition that we would be either connected to Greenport Sewer or construct a chromaglass system. Thank you for your courtesy, if you need anything else please do not hesitate to contact me . Very truly yours, ricia C. Moore cc : Breezy Sound Corp. '^ 10 rau 631369(f4ti - /2004 10: 18 FAX 6313697 LSM—DEVELOPMENT • 1A002/003 COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS RICHARD J.LAVALLE,P.E. CHARLES J.BARTHA, P.E. LESLIE A.MITCHEL CI9PJ OCPUTY COMWaaIOMER COMMISSIONER oEPVTY COMMISSIONER .July 23,2004 Breezy Sound Corporation 38 Oak St. Patchogue,N.Y. 11772 RE: SUFFOLK COUNTY HIGHWAY WORK PERMIT a 48.186,CR 48,Middle Rd. Dear Sir: A permit from this Department will be required purautnt w Section 136 of the Highway Law for any improvements this Department deems necessary along the County right-of-way fronting this parcel an the above-referenced County Road. No work is to be commenced upon the County right-of--way until this permit hes been secured. I. SIGN AND DATE the permit application in blue oea only. Do not make any other marks on this application. Xerox Copies will not be accepted L A 239F REVIEW FEE in the amount of 5200.00 is required. This fee is non-refundable and must be in the form of a certified check if the fee is more than 3200.0). (Check to be made payable to the SUFFOLK COUNTY DEPT.OF PUBLIC WORKS). 3 SECURITY for This work is required in the amount of 330,000.00 This security must be in the form of one of the following* a) A certified chock(payable to the SUFFOLK COUNTY TREASURER)OR b) A bond(bond form enclosed)OR cl A Letter of Credit. This security will be returned to ymI upon satisfactory completion of the required work. 4. A PERMIT FEE in the amount of 51,500.00 is required. This fee is non-refondable and must be in the fortm of a certified check if the fee is more than S200.00. (Check is to be made payable to the SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS.) S. A MAINTENANCE Security in the amount of 315.000.00 is required. This fee must be in the form of a certified check of which all or pan will be refunded. 6. Note any change of the name or address as shown on the permit. Also indicate a telephone number where the applicant can be reached during business ucurs. Very Truly yours, William S.Shanwn,P.E. In By: M. Paul Cam pagnola Director of Highway Plamting Permits WSS/MPCAn Enc SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (931)052-4010 333 YAPHANK AVENUE ■ YAPHANK,N.Y. 1 1900 0 FAX(93 U 052-4150 PLANNING BOARD MEMBERS SUFFO(KIro • JERILYN B.WOODHOUSE h`�� Gy P.O. Box 1179 Chair Town Hall, 53095 State Route 25 y = Southold, New York 11971-0959 RICHARD CAGGIANO W T Telephone (631) 765-1938 WILLIAM J. CREMERS KENNETH L. EDWARDS y?J�l ���� J Fax (631) 765-3136 MARTIN H. SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 8, 2004 Patricia Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Breezy Sound Corp. CR Road, Greenport SCTM# 1000-45-1-2.1 Dear Mrs. Moore, This letter is to document our past telephone conversations. We are in receipt of the proposed site plan and drawing plans received July 8, 2004. We are still waiting for the three copies of the revised materials. To reiterate our conversations, the review with the Building Department requires that a construction plan be submitted, certified for this project and that the site plan note top of bluff distance with a certified stamp by a design professional. When we receive the copies they will be sent to the Town Trustee's and Building Department. At this time no determination on zoning has been made. In addition the office file is still pending Suffolk County Department of Health Services approval. To expedite this please submit the above required information. If there are any questions you can contact us at (631) 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. RTes urs, B o Semon Senior Site Plan Reviewer SIF:P — 9 2004 CC:file, Building Department-Mike Verity 08/30/2004 15:25 FAX 6313697746 L`.N-DEVELOPMENT IA 002/002 August 27, 2004 COUNTY OF SUFFOLK (D STEVE LEVY SUFFOLK COUNTY E%ECVTIVE DEPARrmENT OF HEALTH SERVICES BRIAN L.HARPER,M.D.,M.P.M. COMMISSIONER Naylor Engineering, PC 3 Long Pond Road Lake Panamoka, NY 11961-1928 Attn. Mr. John W. Naylor, P.E. Re: Breezy Sound SCDHS Ref# C10-02-0018 Dear Mr.Naylor: This letter is written to reiterate the status of the above referenced application. The engineering report dated March 28, 2004 along with Exhibit M, Odor Control System design calculations dated April 26, 2004 have been reviewed and found acceptable in concept. A few minor changes to site plans pertaining to water service lines may be required, however, the overall water distribution system layout and design concept appear acceptable, provided the location of the water distribution system and the proposed buildings remain unchanged. As indicated in my 4/28/04 letter, plans and specifications for the project may now be submitted to this office for a review. Please be advised that final approval will not be released until all health department issues are resolved. If you have any questions or comments,please do not hesitate to contact me at 852-2100. Very truly yours, Tanima Adhya, P.E. Assistant Public Health Engineer Office of Wastewater Management cc: Walter Hilbert, P.E. •DIVISION OF ENVIRONMENTAL WALTTY 0 OFFICE OF WA M AT ER MANAGEMENT 0 NVERNF.AD CUUNTY CENTER 0 RIVAAN AI)NY 11901-11.7 0 • gOFFO(,� • PLANNING BOARD MEMBERS O�,O CO JERILYN B.WOODHOUSE h`t` Gy P.O. Box 1179 Chair C s Town Hall, 53095 State Route 25 N = Southold, New York 11971-0959 RICHARD CAGGIANO W M Telephone (631) 765-1938 WILLIAM J.CREMERS �.j. Fax (631) 765-3136 KENNETH L. EDWARDS MARTIN H. SIDOR MEMORANDUM PLANNING BOARD OFFICE TOWN OF SOUTHOLD Date: September 8, 2004 To: Heather Tetrault, Town Trustee's From: Bruno Semon, Senior Site Plan Reviewer Re: Proposed Site Plan for Breezy Sound Motel County Road 48, Greenport SCTM# 1000-45-1-2.1 Dear Heather, Status: Conditional final approval Attached is the revised site.�lan and construction plan for the sanitary system. Please review the plans for jurisdiction and inform us whether this needs to come back for an amended to the Trustee's permit. The attached plans are part of our original office file. We sent a letter the applicant to submit an extra copy for your file. Please return this site plan and construction plan to our office after your review. Thank you in advance. cc: File enc. PLANNING BOARD MEMBERS SUffOcf 4019 • JERILYN B.WOODHOUSE hQ`� Gy P.O. Box 1179 Chair o= � Town Hall, 53095 State Route 25 y = Southold, New York 11971-0959 RICHARD CAGGIANO W Telephone (631) 765-1938 WILLIAM J.CREMERS �ij,.L Fax (631) 765-3136 KENNETH L. EDWARDS MARTIN H. SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 8, 2004 Patricia Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Breezy Sound Corp. CR Road, Greenport SCTM# 1000-45-1-2.1 Dear Mrs. Moore, This letter is to document our past telephone conversations. We are in receipt of the proposed site plan and drawing plans received July 8, 2004. We are still waiting for the three copies of the revised materials. To reiterate our conversations, the review with the Building Department requires that a construction plan be submitted, certified for this project and that the site plan note top of bluff distance with a certified stamp by a design professional. When we receive the copies they will be sent to the Town Trustee's and Building Department. At this time no determination on zoning has been made. In addition the office file is still pending Suffolk County Department of Health Services approval. To expedite this please submit the above required information. If there are any questions you can contact us at (631) 765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Res lly urs, "B o Semon Senior Site Plan Reviewer CC:file, Building Department-Mike Verity COUNTY OF SUFFOLK `W r STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS RICHARD J.LAVALLE,P.E. CHARLES J.BARTHA,P.E. LESLIE A.MITCHEL CHIEF DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER CR#48 Project Name: Cliffside Resort Applicant Name: Breezy Sound Corp. Project Location: Greenport SCTM#1000-45-1-2.1 Date: 7/23/04 ( J LSFF ® APPROVED LJ �. ❑ DISAPPROVED F-1 APPROVAL APPROVAL WITHHELD Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: Permit required-Highway improvements to be performed as shown on the plans provided by Barrett,Bonacci& VanWeele, P.C. dated 3/17/04, revised 5/19/04, and as revised by this Dept. are in general accordance to this Dept.'s requirements. By: AOi�illiam S. Shannon, P. E. /" Chief Engineer SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-0010 335 YAPHANK AVENUE ■ YAPHANK,N.Y.11980 ■ FAX(631)8524150 PLANNING BOARD MEMBER• o��$UFFO(,��0 • p o sox 1179 JERILYN B.WOODHOUSE .r G Chair Z� Town Hall, 53095 State Route 25 RICHARD CAGGIANO y Southold, New York 11971-0959 W Telephone (631) 765-1938 WILLIAM J. EWAR SDS KENNETH L. DFax (631) 765-3136 MARTIN H. S1IIDOR 'yijf� O`' PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 13,2004 Mr. Charles Voorhis Nelson, Pope, &Voorhis, LLC 572 Walt Whitman Road Melville, N.Y. 11747-2188 Re: Breezy Sound Motel, Rt. 48, Greenport SCTM: 1000-45-1-2.1 Sanitary System-Final Site Plan Dear Mr. Voorhis: As we previously discussed, Breezy Sound is seeking SCHDapproval for a private sanitary system, and is completing their final engineering drawings in compliance with Health Department requirements. Enclosed is a copy of a letter from Ms. Pat Moore, the applicant's attorney, and a drawing of a similar treatment facility (Eastwinds Catering Complex), and a drawing of the wastewater treatment plan for Breezy Sound. The interesting feature about this plan is that it shows a 10ft X18ft structure (Lab Building) approximately 14ft in height. This would be a new element on the site plan, and certainly would require screening from all sides. Please review these preliminary drawings, and advise the Planning Board if any new SEQR issues arise from this sanitary system, which replaces the public (Greenport) system contemplated in the original Negative Declaration dated July 8,2002.The placement of the pools, tanks, and pumps, all underground, appear to meet the Site Plan requirements, but since we still don't have SCHD final approved drawings, some changes may have to be made on the final approved plans. Please advise us with your comments and concerns at your earliest convenience. You may contact me at 765-1938 if you have any further questions on this matter. Very Truly Yours, actor L'Eplat nier Site Plan Reviewer Encl. Cc: V.Scopaz J. Woodhouse. PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 July 6 , 2004 Southold Town Planning Board Town Hall pleog 8ui,uueja 53095 Main Road UmolploylnoS P .O .Box 1179 Southold, NY 11971 - Att : Victor �l a Re: Site plan for Breezy Sound' CR 48 , Greenport , NY Dear Victor: As we discussed the community sanitary system has begin designed and the County has required tha,l, all the laaching pools (the pools which are require3 for the system to operate as well as the proposed expansion pools) be installed. This prevents future disturbance of the site and the system is in place "forever" . The theory is that the County does not want to be responsible for installation of infrastructure in the event future owner (s) contract with the County Sewer Agency to manage the operation of the system. -_cont-rol _ building __ (within. _ a _---- proximate distance to the system - location is flexible otherwise) This building has not been designed yet, however, the engineer has advised me that a utility building/utility shed (10 , x 181 ) is required. The shed houses the control panels, emergency generator, electric and odor control panels and lab used by the operators to monitor and test. the system. The utility building will not exceed 14 ' in height and match the architectural materials and design of the other buildings . The owner will want to landscape the building to hide it from view. We will investigate` the feasibility of recessing the building into the landscaping. Once the sanitary system receives final approval from the Health Department the engineer will provide me with detailed elevations and materials of the utility building . As an example, I have attached the plans of a "similar" utility shed used in "the Inn" at Eastwind complex in Wading River. If you have any questions please do not hesitate to contact me . Ver my yours, i Patricia C. Moore cc : Mike Verity, Building Inspector Breezy Sound Jack Naylor, PE NAYLOR ENGINEERIN('RC. LETOR OF TRANSMITTAL Faatem Long Island Offlee • (631)929-2860(Tel) • (631)929-2859(Fox) • na for merfn y engi g*ompuserve.com REPLY TO: (Eastern Long Island Office) THREE LONG POND ROAD DATEF JOB No: LAKE PANAMOKA, LONG ISLAND 11961-1828 - 04 ATTENTION: I2E: TO: We are sending you ❑ ATTACHED ❑ UNDER SEPARATE COVER via the following items: ❑ Shop Drawings ❑ Reports ❑Specifications ❑ Change Order ❑ Plans ❑ Copy of Letter ❑Correspondence ❑ Samples ❑ NO. COPIES DATE DESCRIPTION � s•k la(... \c\41. 41 THESE ARE TRANSMITTED AS CHECKED BELOW: dJ ❑ Approved ❑For Your Use ❑Response Requested �� L3 Approved As Noted Ll As Requested ❑Action Requiredd J ❑ Resubmit ❑Courtesy Copy ❑Action Needed In Order To Procee 1 ( o-Clrt j ❑ Disapproved ❑Returned After Loan ❑Per Request By ❑ Received ❑For Your Action ❑As Required By 1 -",A CP, Q� REMARKS: 1 ri 's Te%, (rtalsT Arc prone el m+7yu( La.+ .�.e.« 13 B Hy k+ 1 A. ,r s.e 4,C UAC V I- rr ���c R/te}✓ (;e r I T K Atja cYW/ W �l l f Qc;n is �o A $C« �M a.ti cc.'( • V-- COPY TO: JUN 2g 2004 SIGNED i -- — _ J F PLANNING BOARD MEMBERSo�OgUFfO�,�CO BENNETT ORLOWSKI,JR. h`Z` G.y P.O. Box 1179 Chairman 'town Hall, 53095 State Route 25 CD WILLIAM J. CREMERS H Z Southold, New York 11971-0959 KENNETH L. EDWARDSilo* Tele hone (631) 765-1938 499(4nr E ATTG;499 * eT;imi 4R. 4' ��� Fax (631) 765-3136 RICHARD CAGGIANO ��l # �a /'Y)ARTii.( Si DorQ,SiQ, PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significant July 8, 2002 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Proposed site plan for Breezy Sound Corp. SCTM#: 1000-45-1-2.1 Location: 61475 CR 48, Greenport SEAR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: To construct a 68 unit motel in 5 buildings, plus a pool house, office, and manager's apartment on 7.13 acres adjacent to the Long Island Sound in an RR Zone. Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed, and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. There has not been any correspondence received from the Department of Health Services Office in the allotted time. Therefore, it is assumed that there are no comments or objections from that agency. SEQR Negative Declaration - Pape Two There has not been any correspondence received from the New York State Department of Environmental Conservation in the allotted time. Therefore, it is assumed that there are no comments or objections from that agency. The applicant will have to comply with the requirements of the Suffolk County Sanitary Code (SCSC) and all relevant standards of water supply and sewage disposal systems. Design and flow specification, subsurface soil conditions and site plan details will have to be approved by the Suffolk County Department of Health Services (SCDHS). This impact is not considered significant due to the anticipated project compliance with established requirements of the SCSC and the SCDHS and the required relevant permits. For Further Information: Contact Person: Victor L'Eplattenier Address: Planning Board Telephone Number: (631)765-1938 cc: Roger Evans, DEC Stony Brook Suffolk County Dept. of Health Suffolk County Planning Commission Suffolk County Water Authority NYS Dept. of Transportation Elizabeth Neville, Town Clerk Zoning Board of Appeals Building Department Applicant `j I/ 4 PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 July 6, 2004 Southold Town Planning Board Town Hall y;eo33oiuueld 53095 Main Road ( UMDj pioy:nos ox Southold, NY 11971 (!� Att : Victor Re : Site plan for Breezy Sound 1, °I CR 48 , Greenport, NY T � I Dear Victor: T As we discussed the community sanitary system has been designed and the County has required that all the leaching pools (the pools which are required for the system to operate as well as the proposed expansion pools) be installed. This prevents future disturbance of the site and the system is in place "forever" . The theory is that the County does not want to be responsible for installation of infrastructure in the event future owner (s) contract with the County Sewer Agency to manage the operation of the system. The system requires a control building (within a proximate distance to the system - location is flexible otherwise) This building has not been designed yet, however, the engineer has advised me that a utility building/utility shed (10 ' x 181 ) is required. The shed houses the control panels, emergency generator, electric and odor control panels and lab used by the operators to monitor and test the system. The utility building will not exceed 14 ' in height and match the architectural materials and design of the other buildings . The owner will want to landscape the building to hide it from view. We will investigate the feasibility of recessing 6 0 the building into the landscaping. Once the sanitary system receives final approval from the Health Department the engineer will provide me with detailed elevations and materials of the utility building. As an example, I have attached the plans of a "similar" utility shed used in "the Inn" at Eastwind complex in Wading River. If you have any questions please do not hesitate to contact me . Very�-�uly yours, �- Patricia C . Moore cc : Mike Verity, Building Inspector Breezy Sound Jack Naylor, PE • LETAR OF TRANSMITTAL NAYLOR ENGINEERING, P.C. Eeaem Long Island Office • (631)929-2860(Tel) • (631)929-2859(Fax) • mylor_engiwaing*omyrsem.mm REPLY TO: (Eastern Long Island Office) THREE LONG POND ROAD DATED o3No. LAKE PANAMOKA, LONG ISLAND 11961-1828 - 04 ATTENTION: R: M TO: We are sending you ❑ ATTACHED ❑ UNDER SEPARATE COVER via the following items: ❑ Shop Drawings ❑ Reports ❑ Specifications ❑ Change Order ❑ Plans ❑ Copy of Letter ❑ Correspondence ❑Samples ❑ NO. COPIES DATE DESCRIPTION , K C r Z.� THESE ARE TRANSMITTED AS CHECKED BELOW: u.Y ❑ Approved ❑For Your Use ❑Response Requested ❑ Approved As Noted ❑As Requested ❑Action Required ❑ Resubmit ❑ Courtesy Copy ❑Action Needed In Order To Proceed rvk". ❑ Disapproved ❑ Returned After Loan ❑Per Request By ❑ Received �t ElFor Your Action LlAs Required By REMARKS: -T-t,;4 ��11 :a 1EyU. t ��t-Ies� rH�". -1 N,-4 . S A;o IC G4+ �f`•-�t IArr Aex-n . 4lr co, C,4;0—s 0. A e: r^ rI�P.e.., a e H L, b- ,f "-4.5 JAV4Lc�� r�A-- ii.ri T A ttn,_ys Ll R4, l,Qj.1 6",:Lc �ro O .,-1 (Z:-A 4 -a COPY TO: _j_,__111N L9V4 SIGNED ( _ I sva C � U PATRICIA C. MOORE Attorney at Law 51020 Main Road n,7 Southold, New York 11971 Tel: (631) 765-4330 D Fax: (631) 765-4643 )U N _ 2,A Southold Town June 7, PlanningBoard Southold Town Planning Board Attn: Victor P .O. Box 1179 Southold, NY 11971 RE: Breezy Sound Dear Victor: In connection with the above referenced matter, enclosed please find the site plan for the wastewater treatment facility as requested by Chick Voohres . If you have any questions, please do not hesitate to contact me . Very truly yours, Patricia C. Moore PCM/mm Enclosure Patricia C. Moore Attorney at Law 51020 Main Road n Illli A� Southold,New York 11971 LI ` Tel: (631) 765-4330 sw oldR�a Fax: (631-765-4643 Plan n- H May 11 , 2004 Southold Town Planning Board PO Box 1179 Southold, NY 11971 Re : SCTM 1000-45-1-2 . 1 (Breezy Sound) Dear Members of the Board: Enclosed please find a copy of the determination of the Suffolk County Department of Health Services, Division of Environmental Quality decision granting approval of the sanitary disposal system for the Breezy Sound project using a communal system approved by the health department . Also enclosed :is a copy of the Planning Board' s SEQRA resolution of July 8, 2002 in which the board declared itself lead agency in the environmental review of this project and issued a negative declaration for the project after determining that no significant adverse effects to the environment were expected from the proposed project . The Planning Board' s determination included a reference to the necessity of the applicant complying with the requirements of the Suffolk County Sanitary Code (SCSC) and all standards of drinking water and sewage disposal systems as approved by the Suffolk County Department of Health Services (SCHHS) . Specifically the Planning Board determined that a "negative declaration" was justified "due to the anticipated project compliance with established requirements of the SCSC and SCDHS and the required relevant permits . " When the application for this project was initially submitted to the Planning Board, it was anticipated that the property would utilize the sewer system owned by the Village of Greenport based on a contract that would be negotiated with the Village and the owner. The Village and the Owner have not been able to successfully negotiate a mutually acceptable contract for sewer service using the Village system. The Department of Health granted approval for a privately owned and operated community sewage disposal system in accordance with its regulations . We do not believe that the use of the private system which satisfies the Health Department requirements constitutes a substantive modification of the project as it was first presented to the Planning Board and which received the Negative Declaration because that SEQRA determination specifically referenced and presumed compliance with applicable Health Department regulations . However, so that there can be no doubt about the status of the prior SEQRA determination, we ask the Planning Board adopt a resolution acknowledging the modification in the project from a hookup to the municipal system of the Village of Greenport to the privately owned and operated plant on site which received approval from the Health Department . It is respectfully requested that the resolution state that the modification to the project is not substantive with respect to the prior SEQRA determination, and re-affirm the negative declaration previously granted. For your convenience, I have enclosed language of a proposed resolution that you might consider as, on behalf of the property owner, we dot our "i"s and cross our "t" s . As soon as we have received a stamped set of plans from the Health Department they will be forwarded to your Board for the Chairman' s signature . If you have any comments or questions, please do not hesitate to contact me . Very trull�y yours, Patricia C. Moore PCM/mr 9 6 WHEREAS, the site plan for Breezy Sound Motel in Greenport received conditional final approval on May 12, 2003 and WHEREAS, the proposed project consists of a 68 unit motel in 5 buildings, plus a pool house, office, and manager's apartment on 7.13 acres and WHEREAS, the proposed project was reviewed by this Board in accordance with the requirements of SEQRA and this Board made a determination of non-significance and granted a "Negative Declaration" by resolution dated July 8, 2002 and WHEREAS, the Negative Declaration was issued based upon the submitted Environmental Assessment Form in which the applicant indicated that the proposed method of sanitary disposal was use of the Village of Greenport municipal sewer system; and WHEREAS, the Negative Declaration recognized and expressly stated that The applicant will have to comply with the requirement of the Suffolk County Sanitary Code (SCSC) and all relevant standards of water supply and sewage disposal systems. Design and flow specification, subsurface soil conditions and site plan details will have to be approved by the Suffolk County Department of Health Services (SCDHS). This impact is not considered significant due to the anticipated project compliance with established requirements of the SCSC and the SCDHS and the required relevant permits. And WHEREAS, the Suffolk County Department of Health Services has approved the sewage disposal system for this project in accordance with the established requirements of the Suffolk County Sanitary Code using a private, community sanitary disposal system; and WHEREAS, the proposed and approved change in the method of sanitary disposal does not constitute a substantive modification of the proposed project as this Board's initial SEQRA determination was based upon the project's compliance with SCDHS standards, and the modifications to the proposed project comply with such standards and have received SCDHS approval; NOW THEREFORE BE IT RESOLVED, that the modification to the project does not constitute a substantive modification to the project ; and be it further RESOLVED that the Board hereby re-affirms its initial determination of non-significance first made July 8, 2002. PLANNING BOARD MEMBER JERILYN B.WOODHOUSE V, P.O. Box 1176 G� Chair ' y� Town Hall, 53095 State Route 25 ppk Southold, New York 11971-0959 RICHARD CAGGIANO 1` y = 4 b O Telephone (631) 765-1938 WILLIAM J. CREMF.RS KENNETH L. EDWARDS y� �� , Fax (631) 765-3136 MARTIN H. SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 13, 2004 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Breezy Sound Corp. Located 285' east of Chapel Lane on the north side of CR 48 and known as 61475 CR 48 in Greenport SCTM #1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, April 12, 2004: WHEREAS, this proposed site plan, to be known as site plan for Breezy Sound Motel in Greenport, is to construct a new 68 unit motel with a pool house for motel guests and a manager's apartment unit, located on 7.13 acres on the north side of CR 48; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, CR 48, Greenport, SCTM # 1000-45-1-2.1; and WHEREAS, a formal application for the approval of this site plan was submitted on December 1 , 2000 and conditional final approval was granted on May 12, 2003; and WHEREAS, the applicant sought to extend the May 12, 2003 conditional final approval and such approval was granted on October 14, 2003; and WHEREAS, the applicant is requesting an additional extension of conditional final approval; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant an additional six month extension from April 14, 2004 to October 14, 2004 to the conditional final approval on Breezy Sound — Page Two — 4/13/04 the final surveys, dated October 3, 2001, and last revised August 2, 2002, subject to fulfillment of the following condition. This condition must be met within six (6) months of the resolution: 1. Review and approval by the Suffolk County Department of Health Services. Please contact this office if you have any questions regarding the above. Very truly yours, erilyn B. Woodhouse Chairperson • gUFFO(,- 4 PLANNING BOARD MEMBERS O�0 CO G P.O. Box 1179 BENNETT ORLOWSKI,JR. Chairman t Town Hall, 53095 State Route 25 WILLLAM J. CREMERS h Y Southold, New York 11971-0959 KENNETH L.EDWARDS O Telephone (631) 765-1938 �� ��� Fax (631) 765-3136 RICHARD CAGGIANO � PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significant July 8, 2002 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Proposed site plan for Breezy Sound Corp. SCTM#: 1000-45-1-2.1 Location: 61475 CR 48, Greenport SEQR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: To construct a 68 unit motel in 5 buildings, plus a pool house, office, and manager's apartment on 7.13 acres adjacent to the Long Island Sound in an RR Zone. Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed, and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. There has not been any correspondence received from the Department of Health Services Office in the allotted time. Therefore, it is assumed that there are no comments cr objections from that agency. SEQR Negative Declaration - Page Two There has not been any correspondence received from the New York State Department of Environmental Conservation in the allotted time. Therefore, it is assumed that there are no comments or objections from that agency. The applicant will have to comply with the requirements of the Suffolk County Sanitary Code (SCSC) and all relevant standards of water supply and sewage disposal systems. Design and flow specification, subsurface soil conditions and site plan details will have to be approved by the Suffolk County Department of Health Services (SCDHS). This impact is not considered significant due to the anticipated project compliance with established requirements of the SCSC and the SCDHS and the required relevant permits. For Further Information: Contact Person: Victor L'E:plattenier Address: Planning Board Telephone Number: (631)765-1938 cc: Roger Evans, DEC Stony Brook Suffolk County Dept. of Health Suffolk County Planning Commission Suffolk County Water Authority NYS Dept. of Transportation Elizabeth Neville, Town Clerk Zoning Board of Appeals Building Department Applicant PLANNING BOARD MEMBER o�pc0 BENNETT ORLOWSKI,JR. P.O. Box 1179 Chairman 21 Town Hall, 53095 State Route 25 O WILLLSM J. CREMERS H 2 Southold, New York 11971-0959 KENNETH L. EDWARDSy TeleP hone (631) 765-1938!� Fax(631) 765-3136 RICHARD CAGGLSNO I `1�0 H'IAR.Ti,� S.'Vo'e. z- PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 9, 2002 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: Proposed Site Plan for Breezy Sound Corp. Located at 61475 CR 48, Greenport SCTM # 1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, July 8, 2002: BE IT RESOLVED that the Southold Town Planning Board, acting under the State Environmental Quality Review Act, establishes itself as lead agency, and as lead agency, makes a determination of non-significance and grants a Negative Declaration. Enclosed please find a copy of the Negative Declaration for your records. Please contact this office if you have any questions regarding the above. Very truly yours, Bennett Orlowski, Jr. Chairman encl. 02/28/04 11:03 083192192859 NAYLOR ENGINEE'G IA0011003 COUNTY OF SUFFOLK GCOFY ST>� ir SUF 0LK COUN77=ICUTWE DEPAwrM Or HU TM SegN LIMA MI.RM[lE ..' M.D., M.P.M. February 6, 2004 Cliffside Associates 120 Jessup Avenue Quogue,NY 11959 Attn:Mr- Ken Tedaldi Subject: Board of Review Hewing—December 4,2003 C10-02-0018--Breezy Sound,n/s Middle Road, County Road 48, Greenport—t/o Southold— SCTM: 1000 04500 0100 002001 Dear Mr. Tedaldi: Enclosed is a copy of the findings, recommendations and determination of the Board of Review concerning the subject application. Based on the information submitted, the Board granted the request for variancelwaiver with the provisions indicated in the determination. The granting of this waiver does not imply that your application will be automatically approved. It is your responsibility to ensure that your application is complete; otherwise, your approval will be subject to unnecessary delay. V ly yeyrs , Srteph A. Costa,P�Chief Engineer Chairman,Board of Review Enclosure C: Board of Review File—Riverhead Ms. Tanima Adhya--Reviewer Mr. Andrew Freleng Planning Department Mg.Lauretta Fischer—Planning Department Naylor Engineering, P.C. Barrett, Bonacci &Van Weele,P.C. •pivlSgN OI EN`/M,pnMCnR'wE D4µT' BO RD O RC"IM 22p"a..p V.FAa• RiVPP11UGE M I 1>BB P�e+E IOi 1105]-10.. fu IG]I)ES]]D15 I1:04 '&6319292859 SAYLOR ENGINEE'G 0002/003 • SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DimsiON OF EN'VIILONMENTAL QUALITY BOARD OF REVIEW ARTICLE 2, SECTION 220, SUFFOLK COUNTY SANITARY CODE To: Linda Mermelstein,M.D-,M.P.H., Acting Commissioner From: Stephen A. Costa,P.E., Chairman,Board of Review Subject: Findings and Recommendations of the Review Board Regarding: C10-02-0018—Breezy Sound,n/s Middle Road,County Road 48,Greenport —t/o Southold—SCTM: 1000 04500 0100 002001 Hearing Date: December 4,2003 Statement of Prob)em Appendix B, paragraph B-3 of "Standards for Approval and Construction of Sewage Collection Systems and. Treatment Works;' requires a minimum separation distance of 200 feet between buildings and sewage treatment plants. The applicant is proposing to construct a sewage treatment plant less than 200 feet from on-site buildings. Finding and Facts L The applicant is proposing to construct 68 motel units, a manager's office and apartment, and a pool house on a 7.13-acre parcel. The proposed method of sewage disposal is via a Cromaglass modular sequencing batch reactor type sewage treatment plant with a design flow of 10,500 gallons per day(gpd). 2. The parcel is located in Groundwater Management Zone 6. 3. Yield at density is 4,278 gpd. The design flow is 2.45 times allowable flow. Therefore, sewage treatment is required. 4. The proposed buildings B, C, and D are approximately 75 feet from the sewage treatment plant. The treatment plant is less than 300 feet to surface water(_ 250 R.). The applicant has sought a letter of non-jurisdiction from NYSDEC. S. There was a previous larger project proposed for this site. That project was approved for connection into the Greenport Sewer District. The property is not within the district,but would have been a contractee to the district- The applicant alleges that an agreement was reached to connect to the district upon payment of a $350,000 connection fee_ However, the district allegedly reneged on the agreement and changed the fee to $1.5 million without guaranteeing the connection would ever be accomplished. There has been an ongoing lawsuit for seven years without settlement. The Board requested documentation regarding the failure to achieve connection to the district. Documentation was submitted on January 29, 2004 that indicated the original connection fee paid to the village was 553,352.00- The connection fee has now escalated to $806,886.00 plus payment for the sewer extension and appurtenances of$275,000. 02!28%04 11.:04 '$6319292859 NAYLOR ENGINEE'G A003/003 Linda Mertnelstein,M.D. M.P.H•, Commissioner Heating Date: December 4, 2003 Subject: Findings and Recommendations of the Review Board Regarding: C10-02-001 13—Breezy Sound,n/s Middle Road, County Road 48, Greenport —t/o Southold—SCTM: 1000 04500 0100 002001 6. The department has published proposed amendments to Appendix A of construction standards. Said appendix is applicable for modified subsurface sewage disposal systems (mssds)and sets forth special site and design conditions where reduced setback distances would be allowed without the necessity to obtain a variance. The sewage treatment system proposed for the subject application qualifies as an mssds. With modification, the proposed sewage treatment system can comply with the prescribed setback criteria specified in the proposed Appendix A. "Che applicant has stated a willingness to modify the design to comply with the proposed standard. Determination 1t was a 3 to 0 determination of the Board to grant the request for the variance to permit less restrictive separation distances to on-site buildings, provided the following conditions are met: • As a condition of approval, the applicant owner shall modify his design to conform to the requirements of proposed Appendix A to the satisfaction of the review engineer with regard to setbacks and buffer areas, and shall install an odor control system to treat air emissions from the sewage treatment units in accordance with said Appendix A. • Provide a letter of non jurisdiction from NYSDEC for the project. This variance is being granted specifically for separation distance requirements only. The applicant must obtain approvals for the detailed design; complete the necessary SEQRA process;comply with SPDES permit requirements; and secure any other town or agency permits that may be necessary. As per §760-609 of the Suffolk County Sanitary Code (Sanitary Code), the approval of the variance is in harmony with the general purpose and intent of the Sanitary Code to protect groundwater and drinking water supplies, surface water and other natural resources, and public health, safety and welfare. The department, in publishing the aforementioned proposed amendments, has described factors necessary to consider in determining whether the granting of a variance will be in harmony with the general purpose and intent of the sanitary code. As such, the granting of the variance is in compliance with §760-609_A_l_i of the Sanitary Coda nD 6L February 6, 2004 lStephenp, Costa,P.E. Chairman—Board of Review 4 PLANNING BOARD MEMBERS �QgUFFO(,�co JERILYN B.WOODHOUSE .�� (/ - P.O. Box 1179 Chair o y� Town Hall, 53095 State Route 25 y Southold, New York 11971-0959 RICHARD CAGGIANO y, -Pry Telephone (631) 765-1938 WILLIAM J. CREMERSO KENNETH L. EDWARDS 'y • 0� Fax (631) 765-3136 MARTIN H. SIDOR �Ol PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 13, 2004 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Breezy Sound Corp. Located 285' east of Chapel Lane on the north side of CR 48 and known as 6147r CR 48 in Greenport SCTIA #1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, April 12, 2004: WHEREAS, this proposed site plan, to be known as site plan for Breezy Sound Motel in Greenport, is to construct a new 68 unit motel with a pool house for motel guests and a manager's apartment unit, located on 7.13 acres on the north side of CR 48; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, CR 48, Greenport, SCTM # 1000-45-1-2.1; and WHEREAS, a formal application for the approval of this site plan was submitted on December 1, 2000 and conditional final approval was granted on May 12, 2003; and WHEREAS, the applicant sought to extend the May 12, 2003 conditional final approval and such approval was granted on October 14, 2003; and WHEREAS, the applicant is requesting an additional extension of conditional final approval; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant an additional six month extension from April 14, 2004 to October 14, 2004 to the conditional final approval on Breezy Sound — Page Two —4/13/04 the final surveys, dated October 3, 2001, and last revised August 2, 2002, subject to fulfillment of the following condition. This condition must be met within six (6) months of the resolution: 1. Review and approval by the Suffolk County Department of Health Services. Please contact this office if you have any questions regarding the above. Very truly yours, enIyn B. Woodhouse Chairperson npr CO 04 10: 23a Moaore Lauu Office 6317654643 p. I VL PATRICIA C. MOORE Attorney at Law ;1020 Main Road U F Southold, New York 11971 -- -- Tel: (631) 765-4330 Fax: (631) 765-4643 APR Z, i FACSIMILE COVER SHEET SoutholdTowr Planning Boa^ The Pages compris_ng this facsimile transmission contain confidential informations frim ?atricia C. Moore . This _nformation _.s intended sclely for use by the ind_vidual entity named as the rec=pient hereof. If ycu are no: the intended recipie-.t, be aware tY_at any disclosure, copying, distribution, or use cf the contents cf this transmission is prohibited. If you have received this t_ranstr_ssicn in error, please notify us by telephone immediately so we may arrange to retrieve this transmission at noo7ccst to you. TO: u� DATE: 7-719-- N:jM2FR 0: PAGES INCLUDING COVER SHEET c� IF TRANSMISSION IS FAULTY OR INCOMPLETE, PLEASE CALL BACK AS SOONT AS POSSIBLEE . i� CLIENT NAh]r : OPE.RATOR.: 9pr 08 04 10: 23a Moore Law Office 6317654643 p. 2 M PATRICIA C. MOORE Attorney at Law Main Road "10.,10 Main Road Southold,New York 11971 Tel; (631) 761-4330 Fax: (631) 765-4643 April 2 , 2004 BY 7A.CS1MILE Southold Town Planning Poard Southold Town Hal'_ Main Read So.:tnold, NY 1!971 RE : Breezy Sound Dear LadiesjGentiemen: . confirmation of my phone conversation with Carol vesterday, we a_e expecting the Health Departmen stamped s-irvey any day now, Tf we are not able to provide it to you in t,meLor your April mccti:g, we respectfully req•-�est an extens-on of the time to provide same. Thank you for your anticipated courtesy in th_s matter. Very truiy yours , Patric a C. Moore By: Margaret Ru.kowski j rr.r PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, New York 11971 J� Tel: (631) 765-4330 Fax: (631) 765-4643 7 rl-s J'/ February 12 , 2004 1iu /c Planning Board of the Town of Southold P .O. Box 1179 Southold, NY 11971 RE : Breezy Sound Corp . Dear Sir or Madam: Please extend the site plan approval for the above referenced matter, as we are still awaiting Health Department approval . Thank you for your courtesies and cooperation. Very t7ul yours, s Patricia C. Moore PCM/mm 2004 FEB 13 D Southold Town Plannin Boar • COUNTY OF SUFFOLK • ^ i" - ' hS COPY STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES LIN0. MERMELBTEIN, M.D., M.P.H. ACTING COMMISSIONER February 6, 2004 Cliffside Associates 120 Jessup Avenue Quogue, NY 11959 Attn: Mr. Ken Tedaldi Subject: Board of Review Hearing—December 4, 2003 C10-02-0018 —Breezy Sound, n/s Middle Road, County Road 48, Greenport—t/o Southold— SCTM: 1000 04500 0100 002001 Dear Mr. Tedaldi: Enclosed is a copy of the findings, recommendations and determination of the Board of Review concerning the subject application. Based on the information submitted, the Board granted the request for variance/waiver with the provisions indicated in the determination. The granting of this waiver does not imply that your application will be automatically approved. It is your responsibility to ensure that your application is complete; otherwise, your approval will be subject to unnecessary delay. Very ly yo s, S'tephe A. Costa, P.E., Chief Engineer Chairman, Board of Review D E C E P V�p E Enclosure D FEB 2 6 2004 C: Board of Review File--R verhead Ms. Tanima Adhya—Reviewer Southold Town Mr. Andrew Freleng—Planning Department Planning BoarIf Ms. Lauretta Fischer—Planning Department Naylor Engineering, P.C. Barrett, Bonacci &Van W'eele, P.C. *DIVISION OF ENVIRONMENTAL OUALT'♦ BOARD OF REVIEW 220 RABRO DRIVE EAST♦ HAUPPAUGE W 1 [755 PHONE(60 1)853-3086 FAx(63 1)853-3075 SUFFOLK*UNTY DEPARTMENT OF HEALTIPERVICES DIVISION OF ENvrRONMENTAL QUALITY BOARD OF REVIEW ARTICLE 2, SECTION 220, SUFFOLK COUNTY SANITARY CODE To: Linda Mermelstein, M.D., M.P.H., Acting Commissioner From: Stephen A. Costa, P.E., Chairman, Board of Review Subject: Findings and Recommendations of the Review Board Regarding: C10-02-0018 ---Breezy Sound, n/s Middle Road, County Road 48, Greenport —t/o Southold—SCTM: 1000 04500 0100 002001 Hearing Date: December 4, 2003 Statement of Problem Appendix B, paragraph B-3 of "Standards for Approval and Construction of Sewage Collection Systems and Treatment Works," requires a minimum separation distance of 200 feet between buildings and sewage treatment plants. The applicant is proposing to construct a sewage treatment plant less than 200 feet from on-site buildings. Findings and Facts 1. The applicant is proposing to construct 68 motel units, a manager's office and apartment, and a pool house on a 7.13-acre parcel. The proposed method of sewage disposal is via a Cromaglass° modular sequencing batch reactor type sewage treatment plant with a design flow of 10,500 gallons per day (gpd). 2. The parcel is located in Groundwater Management Zone 6. 3. Yield at density is 4,278 gpd. The design flow is 2.45 times allowable flow. Therefore, sewage treatment is required. 4. The proposed buildings B, C, and D are approximately 75 feet from the sewage treatment plant. The treatment plant is less than 300 feet to surface water (_ 250 ft.). The applicant has sought a letter of non jurisdiction from NYSDEC. 5. There was a previous larger project proposed for this site. That project was approved for connection into the Greenport Sewer District. The property is not within the district, but would have been a contractee to the district. The applicant alleges that an agreement was reached to connect to the district upon payment of a $350,000 connection fee. However, the district allegedly reneged on the agreement and changed the fee to $1.5 million without guaranteeing the connection would ever be accomplished. There has been an ongoing lawsuit for seven years without settlement. The Board requested documentation regarding the failure to achieve connection to the district. Documentation was submitted on January 29, 2004 that indicated the original connection fee paid to the village was $53,352.00. The connection fee has now escalated to $806,886.00 plus payment for the sewer extension and appurtenances of$275,000. I Linda Mermelstein, M.O.P.H., Commissioner Hearing Date: December 4, 2003 Subject: Findings and Recommendations of the Review Board Regarding: C10-02-0018 —Breezy Sound, n/s Middle Road, County Road 48, Greenport —t/o Southold —SCTM: 1000 04500 0100 002001 6. The department has published proposed amendments to Appendix A of construction standards. Said appendix is applicable for modified subsurface sewage disposal systems (mssds) and sets forth special site and design conditions where reduced setback distances would be allowed without the necessity to obtain a variance. The sewage treatment system proposed for the subject application qualifies as an mssds. With modification, the proposed sewage treatment system can comply with the prescribed setback criteria specified in the proposed Appendix A. The applicant has stated a willingness to modify the design to comply with the proposed standard. Determination It was a 3 to 0 determination of the Board to grant the request for the variance to permit less restrictive separation distances to on-site buildings, provided the following conditions are met: • As a condition of approval, the applicant owner shall modify his design to conform to the requirements of proposed Appendix A to the satisfaction of the review engineer with regard to setbacks and buffer areas, and shall install an odor control system to treat air emissions from the sewage treatment units in accordance with said Appendix A. • Provide a letter of non-jurisdiction from NYSDEC for the project. This variance is being granted specifically for separation distance requirements only. The applicant must obtain approvals for the detailed design; complete the necessary SEQRA process; comply with SPDES permit requirements; and secure any other town or agency permits that may be necessary. As per §760-609 of the Suffolk County Sanitary Code (Sanitary Code), the approval of the variance is in harmony with the general purpose and intent of the Sanitary Code to protect groundwater and drinking water supplies, surface water and other natural resources, and public health, safety and welfare. The department, in publishing the aforementioned proposed amendments, has described factors necessary to consider in determining whether the granting of a variance will be in harmony with the general purpose and intent of the sanitary code. As such, the granting of the variance is in compliance with §760-609.A.Li of the Sanitary Code. February 6, 2004 Stephe . . Costa, P.E. Chairman -- Board of Review i1 L_ PATRICIA C. MOORE 17C Attorney at Law � z��� V 51020 Main Road Southold, New York 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 February 12 , 2004 Planning Board of the Town of Southold P .O. Box 1179 Southold, NY 11971 RE : Breezy Sound Corp. Dear Sir or Madam: Please extend the site plan approval for the above referenced matter, as we are still awaiting Health Department approval . Thank you for your courtesies and cooperation. Very tz)ul L yours, Patricia C . Moore PCM/mm pECEIVE FEB 3 2,04 D Southold Town Plannin Boar COUNTY OF SUFFOLK . <A Its pffJA :2 2004 STEVE LEVY SUFFOLK COUNTY EXECUTIVE SOL thold TOWS DEPARTMENT OF PUBLIC WORKS PlanImg Pons RICHARD J. LAVALLE, P.E. CHARLES J. BARTHA, P.E. LESLIE A.MITCHEL CHIEF DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER January 8, 2003 Barrett,Bonacci &Van Weele, P.C. 175A Commerce Drive Hauppauge, N. Y. 11788 Attn: Kevin Walsh,P.E. Re: CR 48,Middle Rd.—Breezy Sound SCTM#1000-45-1-2.1 Gentlemen: This Department has reviewed the above-referenced site plan. Specifically note that: A permit from this Department will be required pursuant to Section 136 of the Highway Law for any improvements this Department deems necessary along the County right-of-way. Provide a plan showing the existing roadway features fronting this site (i.e.: curbing, sidewalk if any, condition of the existing driveway access, drainage basins, traffic lane markings etc.) and a plan showing the improvements proposed. The submission of photos is encouraged. The applicant will be responsible for improvements indicated on attached plan. If you have any questions,kindly contact this office at 852-4100. Very truly yours, William S. Shannon, P.E. Chief Engineer By: M. Paul Campa&Kola Director of Highway Planning&Permits WSS/MPC/ln cc: Bruno Semon, Senior Site Plan Reviewer,Town of Southold Planning Enc. SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4010 335 YAPHANK AVENUE 0 YAPHANK,N.Y. 1 1980 ■ FAX(631)852-4150 • �� .� �� �aoo• $ .ter K ,d} foo•{-.—_ 10 aw a I ao R75o0' �\ �g I em rte) �� I W W5*S — (n 00 C cn i COUNTY OF SUFFOLK • �y V5 (C Robert J. Gaffney SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES LINDA MERMELSTEIN,M.D.,M.P.H. Acting Commissioner November 13, 2003 Mr. Ken Tedaldi Cliffside Associates 120 Jessup Avenue Quogue, NY 11959 Subject: Variance Request CIO-02-0018—Breezy Sound, n/s Middle Road, County Road 48, Greenport—t/o Southold —SCTM: #1000-45-1-2.1 Dear Mr. Tedaldi: Your request to appear before the Board of Review of the Suffolk County Department of Health Services has been received. The review of this case has been scheduled for December 4, 2003 at 1:30 p.m. in the Suffolk County Department of Health Services'Conference Room, County Center, Room 5- 238, Riverhead. You and interested parties are requested to appear, with or without counsel. On that occasion, you may produce any information or evidence you wish to be considered concerning the above-referenced property. Should you have any questions,please call (631) 853.3086. Very truly yours, D } OV 2 4 2003 D Stephen A. Costa, P.E. Southold Town Chairman, Board of Review Planning Board SAC/kn C: Martin Trent Valerie Scopaz— Town of Southold Bruce Williamson Jack Naylor, Jr., P.E. James Bagg—Planning Department Kevin Walsh, P.E., Barrett, Bonacci and Van Weele Tanima Adhya —SCDHS • Board of Review Suffolk County Department of Health Services 220 Rabro Drive—Hauppauge,MY 11788 (631) 853.3086 — Fax: (631) 853.3075 PLANNING BOARD MEMBERSO�OSUFFD(�C� • P.O. Box 1179 BE NETT ORLOWSKI,JR. .i, r/ Chairman o yJ� Town Hall, 53095 State Route 25 COD Southold, New York 11971-0959 RICHARD CAGGL9N0 • Telephone (631) 765-1938 WILLIAM J. CREMERS G Fax (631) 765-3136 KENNETH L.EDWARDS MARTIN H.SIDOR PLANNING BOARD OFFICE October 15, 2003 TOWN OF SOUTHOLD Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Breezy Sound Corp. Located 285' east of Chapel Lane on the north side of CR 48 and known as 61475 CR 48 in Greenport SCTM #1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Tuesday, October 14, 2003: WHEREAS, this proposed site plan, to be known as site plan for Breezy Sound Motel in Greenport, is to construct a new 68 unit motel with a pool house for motel guests and a manager's apartment unit, located on 7.13 acres on the north side of CR 48; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, CR 48, Greenport, SCTM # 1000-45-1-2.1; and WHEREAS, the applicant sought to extend the May 12, 2003 conditional final approval; and WHEREAS, a formal application for the approval of this site plan was submitted on December 1, 2000 and conditional final approval was granted on May 12, 2003; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant a six month extension from October 14, 2003 to the conditional final approval on the final surveys, dated October 3, 2001, and last revised August 2, 2002, subject to fulfillment of the following condition. This condition must be met within six (6) months of the resolution: 1. Review and approval by the Suffolk County Department of Health Services. Please contact this office if you have any questions regarding the above. Very truly yours, / Bennett Orlowski, Jr. � Chairman PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971-4616 Tel: (631) 765-4330 Fax: (631) 765-4643 October 8 , 2003 BY FACSIMILE WITH HARD COPY TO FOLLOW Southold Town Planning Board Southold Town Hall Main Road Southold, NY 11971 Att : Victor RE : Breezy Sound Corp . Dear Victor: Please extend the site plan approval on Breezy Sound Corp. for six months . We are awaiting final Health Department approval . Thank you. If you have any questions, please do not hesitate to contact me . Very truly yours, Patricia C . Moore PCM/mr r 4 200ow torwn Board Oct 00 03 05: 14p H e Lew Office 63 15464? p. 1 V _ PATRICIA C. MOORE A aarnev at Law S 1620 h2ain Road Sxvtbold,Vega York 11971 Tel: (ti31)765-4330 Fav:(63A) 765.4643 PACSI.:I=E COVER SHEET ire pages compris=ng -hie fac_imi_e transmission contain confidential information frcm Patricia C. Moore . This information is -.ntended sole-;• 1or use by the individual entity named as the recipi_a- hereez . If ycu are not the intended recipient, be aware that any diocloyure, cop,;'ing, distrib-ation, or use cf the contents of this -ransmissien is prohiz-- ted. If you have received this transmiss on in err::r, please notify us by telephone immediately s-- we owe may 5rra»cre `_o retrieve t:i.s transrnission at nc cost to you. ,7 y. DATE• 7'=Al NN�TYMER OF PACES T_NCLUDSNC COVER. SHEET IF TRANSMISSION I= FF:LTL'TY n :NC011rL-ZTE; F:,,EASE CALL BACK AS SOON AS PCSSrBLE. CLIERi NAti1S. c/;.'-v'L�_eii+�r"✓7 ^.Y11�'�'bG'� C.-t, ' CPE:v�.TOR. r' Oct 08 03 05: 14p r�oore Low OFfice 6317654643 p. 2 L PATRICIA C. MOORE Attorney at L.aik 51020 Main Road Southold,New York 1 9-,'-4616 Tel' (631) 765-4330 Fax: (631) 765-4643 October &, 20C3 BY 3ACSI%IILn WIT-n R;i,RD COPY TO 701LOw; SO-' 1n03d Town .Planning 3card Soc.nol d Town Hall Main Road Southold, NY 11971 Att : ViCtnr RE: Breezy ScLn3 Corp. ',ear Vi=r : Please extend the site plan on Breezy Sound Corp . for SIX mcn-hs . We are awaiting final healt:- Department approval . Thank yoU. if you have ans questicns, plea,,e do not hesit-ate tc contact 1P Very truly yours, Patricia C. Moore PCM/mr Sep 15 03 12: 54P Mo Law Of'fice 0317654543 P• 1 PATRICIA C. MOORE Aroraev at Law 51020 Nlain Road Southold, ]yew York 11971 Tel: ('631) 765-4330 Fax: 1631) 765-4643 PA xINIILE CcryEb, SHEET The paces comprising this facsirils transmission contain confidential information from Patrici.,. C. Moore. This information is intended solely for us? by the individual entity named as the recipient hereof. =f yo are not the intended r=c-pient , be aware that any di-qclosure , copying, distr buticn, or use of the contents of tl::-s transmission is prchitited. If you have rete-ved this transmission in e ror, please notify u3 by telelhone immediately so we ma,, arr.unge co retrieve tY.is tran:m:ssicn at no cost to you. y DAT:-,': TOT ,L Iyi1DISER CF PAGES INCIMIN; CCV--R 1,;H--,FT IF MkNSMISSIGN IS 9AULTY CR IrICO dPLE7 , PLEAS,' CALL EAC' AS SOON AS POSSIBLE. CLIENT OPERATOR: D VC- W Sp, � D Southold Town Planring Board Sep 16 63 12: 55p MoLaw Office 63176643 P• 2 16 PATRICIA C. MOORE Attontey at ..iw S 1020 Main 9,-ac Southold, New York 11971-4616 Tel: (631) 765-1330 Fa,c (631) :65-:643 Septembar 15, 2005 Souzhold Town Planning 3oard Southold Towr Hall Mair_ Road Southold, 1':.1 1197_ RE: Breezy Sound C:urty Route a�;, Greenport, NY Dear Ladiesl ent =men: Please extend '-he site clan 4.oproval for the above referenced matter. Wv are still waiting for the Health Department approval . Your a:ntiCi ate, ccurtesy wi_1 be greatly appreciated. 'rer r ly yours, Pa=icia C. Moore PCM/mr PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, New York 11971-4616 Tel: (631) 765-4330 Fax: (631) 765-4643 September 16 , 2003 Southold Town Planning Board Southold Town Hall Main Road Southold, NY 11971 RE : Breezy Sound County Route 48 , Greenport, NY Dear Ladies/Gentlemen: Please extend the site plan approval for the above referenced matter. We are still waiting for the Health Department approval . Your anticipated courtesy will be greatly appreciated. Ver, tr ly yours, Patricia C. Moore PCM/mr pECEIVE SFP 8 ?0!}3 D Southold Town Planning Board • VL- Sub,missdon. 16th-out a Cover letter Serr herr ✓� �� C' y✓ / )rt //h 8 75- fig72 . Subject. dn Sc�rhr#: D(de: )Ce, 3 Continents: Xe - c", // ( - U/d 14,/7 (J 14 //Ge //'LSl. ���^Y�ti /r.7�!"/i �2 '/,^J � �-4hs ��ll�n`�}/�A / /�QC'>7/aI%n�(•� G ,_..,L �v7 SL Q p EC E wE9 U AY i 2003 SD,,,"Id 'awn P'.:,. • ��dnF. /\� dog, J r, Pam i z 668-2Y- /V7 dS7S v / 7 Tel, /G� X003 l, /l7? - 33.5%1 /o /Joa�.c� ApP ea is QAjel. 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C2 o de Ao vne �,edtxg �5 i4�i�. 4�i..-�e/ Xtd moo, �2oe3 � ula nwas - v !o*tic( S�r ctC�- u �n 00 �, n o C/ r/xccs i C. � S�a�l e ccxdi �!< fr l �Ml '✓�`f /;rte fS 4 nesu( � E1euaalecA anis s RZ�r..o�yvl Qom, +^ P�[ceS�i ✓/�wT /nc /<4r:Wins c✓©arc' NeoJpeAi rle.�eAf 1,17 nts en /4 ?) �^.;,.,�Jac' Y y„�, /7 _ �'.•r"�- � `'`4-�O'� d 41 *Letsscxs es APPEAL S BOARD MEMBERS CaGy Southold Town Hall Lydia A. Tortora, Chairwoman c :Z 53095 Main Road Gerard P. Goehringer y Z P.O. Box 1179 George Horning O — ye Southold,New York 11971-0959 Ruth D. Oliva y�j�l ��0� ZBA Fax(631) 765-9064 Vincent Orlando Telephone (631)765-1809 http://so utholtrmvg&rk.net BOARD OF APPEALS G�pu✓� TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 20, 2003 Appl. No. 4942 - BREEZY SOUND CORP. 500thaSJ Town Clerk Property Location: North Side of C.R. 48, a/k/a North Road (opposite San Simeon Nursing Home), Greenport; Parcel 1000-45-01-2.1. APPLICANT'S REQUEST: Applicant is requesting a Special Exception under Section 100-61B(4), for permission to establish new 68-unit motel with motel office, pool house for motel guests, and motel-manager's apartment unit as shown on the dimensional plan prepared by Barrett, Bonacci and VanWeele, P.C. dated 10/3/01, revised 8/2/02. PROPERTY FACTS/DESCRIPTION: The applicant's 7.13-acre parcel is unimproved and is located on the north side of C.R. 48, a/k/a North Road, in Greenport, and is located in the Resort- Residential (RR) Zone Districi. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 17, 2002 and January 16, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: CODE PROVISO Code Section 100-61B(4) provides that the following are permitted n approval from the Board of Appeals, subject to site plan approval by the Planning Board: Transient hotels or motels, resort hotels or motels or conference facilities, provided that the following requirements are met: (a) Minimum parcel size shall be five (5)acres. (b)The maximum number of guest units shall be: [1] One (1) unit per six thousand (6,000) square feet of land without public water or sewer. [2] One (1) unit per four thousand (4,000) square feet of land with public water (c No music, entertainment or loudspeaker system shall be audible from ' beyond the property line. (d)The maximum size of a guest unit shall be six'hundred (600)square feet. Page 2—March 20, 2003 Appl. No. 4942—Breezy Sound SI-_xes 1000-45-1-2.1 at Greenport In addition, the Board has reviewed the General Standards governing, Special Excepiu.- uses set forth in Section 100-263 and finds that: A. That the use will not prevent the orderly and reasonable use of adjacent properties •:gin of properties in adjacent use districts. B. That the use will not prevent the orderly and reasonable use of permitted or Iegali" established uses in the district wherein the requested use is located or of permitted o! legally established uses in adjacent use districts. C. That the safety, the health, the welfare, the comfort, the convenience or the order =r the town will not be adversely affected by the Resort Motel use and its location D. That the use will be in harmony with and promote the general purooses and in?en' ,,ill 11 IGNLII. E. That the use will be compatible with its surroundings and with the character •:1f Mt, neighborhood and of the community in general, particularly with regard to alsibiilty scae; and overall appearance. F. That all proposed structures, equipment and material shall be readily' accessible ic: fire and police protection. BOARD CONSIDERATIONS/REASONS: In considering this application, and or, h.r basis of testimony presented, materials submitted and personal inspections. the Boarc has reviewed the code requirements set forth pursuant to Section 100-61B(41 tine pi.;, ,,, that the applicant complies with the Code requirements, and than 1. The proposed Resort Motel is required to be built on a minimum of fiv, Breezy Sound Shores Corp has seven acres located on County Re).1te 46 ria Reect is bounded on the east by a motel and a condominmiud west by aLo motel') The site is located across from the San Simeon Nursing ifiome rl 48, and to the north of the site is a bluff overlooking .mg .r Sound. Breezy Sound Shores Corp. has received a Permit to build frow 'h , Trustees amended 1/7/02. 2. The number of guest units is determined by the availability of water send sew, When both are available, one unit per four thousand square feet - allowe,t applicant has permission from the Suffolk County Water Authority r i;ueh public water. Breezy Sound Shores Corp. also has obtained approval :u: chromogl'ass system from the Suffolk County Board of Health for sewer disposal _. • � • Page 3 March 20, 2003 Appl. No.4942—Breezy Sound Shores 1000-45-1-2.1 at Greenport they are in negotiations with the Village of Greenport for sewer hookup. This would allow construction of 68 units. 3. No music, entertainment or loudspeaker system shall be audible from beyond the property line. 4. The maximum size of a guest unit shall be 600 square feet. The applicant's plans call for a living area, kitchenette, and two bedrooms all within the 600 square feet limit. 5. The definition of a Resort Motel also includes the permission to build a manager's unit with one bedroom and kitchen, and a pool house, pool, office, and beach access. After considering all items under Section 100-61 B(4), no evidence has been submitted to snow that the safety, health, welfare convenience order of the Town would be adversely affected by this Resort Motel use. This project is subject to a site plan review by the Planning Board. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Oliva, seconded by Member Tortora, and duly carried, to GRANT the application for a Special Exception, for a Resort Motel, subject to the following Covenants and Restrictions, to be prepared by applicant in recordable form, approved by the Town Attorney's Office, and filed by the owner/applicant with the Suffolk County Clerk's Office: 1. Regardless of the form of ownership of the Resort Motel or the individual motel units, the resort motel will be operated in accordance with the Southold Town Code. In accordance with the Southold Town Code, the Resort Motel shall be "rented on a daily rental basis or for vacationers or other persons on a weekly rental basis." 2. A Management Company, or equivalent, shall be established which will manage the day to day operations of the resort motel and shall monitor that the units are operated as a resort motel. A Board of Managers, or equivalent, will establish the rules and.regulations of the complex. The rules and regulations shall be in conformity with the Southold Town Code. 3. The Operating Agreement of this complex will provide that individual owners of the resort motel units shall be guaranteed no more than two weeks of occupancy of their unit during the prime season. The units are to be placed in a rental pool and available to the public. In the event that the unit is not rented, the owner of the unit may Page 4—March 20, 200., Appl. No. 4942—Breezy Sound Sh. res 1000-45-1-2.1 at Greenport then occupy the unit in accordance with the rules and regulations .,stabllshea r)y :r Board of Managers. 4. The Resort Motel will be closed from January 15`h through March 15" of eacrr year. 5. The units shall not be occupied as a dwelling. 6. The Resort Motel unit shall be rented as a suite with two bedrooms. and me bedrooms may not be individually rented. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other tharl such ,,ses. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, Orlando, and Oliva. (Absent was: Member Horning of Fishers Island.) This Resolution vvas ,�wr adopted (4-0). - - Lydia ortora, Chairwoman - Approved for Fil r-c. 4/ ,$ /03 LAN"! u77ICE; 61, 765 4343; MAV-t -OG 1 :27PM; PAGE 1/3 PATRICIA C. MOORE J3S Attorney s:Law 51020 Main koarl Southold, Naw York 11971 Tel: (631) 765-4330 FaXI (631) 765-464° FACSIMILE COVER SHEET The pages compri.eiag this; facsimile transmission contain confidential irformaticn from Patricia C. Moore . This information is intended solely for u3c by the individual entity named as the recipient hereat. if you are not the iiv,F-nded recipient, be aware that any discicsure, copying, distribution, or use of the contents of thie tranamiggior is prohibited. If you have received this tranemissicn in error, please notify us by telephone inunediately so we may a-rrange to retrieve this transmission at no cost to you. Ti: oA RE TOTAL NUMBER OF PAGES INCLUDING COVER 911EET IF TRANSMISSION IS :FAULTY OR INCOMPLETE, 2:,EA3E CALL BACK AS SOON AS POSSIBLE. CLIENT NAME: I '1"d �Dh.O• Ud OPERATOR: T" 1�GIU 0-4,e a"stY.1d �)'t2� 9,A003 71;cm t Le 53'A ��EC -tt C., 4017-JU��.7GL�l c�i0 u rMAY1 2 2003 7 Southold Toe11 Plannin Board SEN' 5v: OPE LAW 0r10E; 631 765 4643; IAV-12-03 1 :261`4; PA3E 2/3 ran m. 0 i9 lu • i 4- C'«rA SUFFOLK COUWr!r WATER AUTHORITY Timothy J. Hopkins Administrative Offices:4080 9unrlse Highway,Oakdale,NY 117W-0901 General Counsel (WI)569-0216 fax(631)863-0370 May 9,2003 Breezy Sound Corp. cio Patricia Macre,Esq. S 1020 MAia Road Southold,NY 11971 Re: Application of Brew Sound Corp.for water service for 68 unit resort motel with rnanaeer's apertment North Road,Grosapon,SCT b4 No. 1000-4-1-1 Tear Ms,Moore: Your client,Btcuy Sound Corp.,has applied for public u sten service for the above referenced project. Suffolk County Water Ai thorhy(SCWA)reoords indicate that the parcel is located within an area of public water servict and a water main is located in rho front of the panel. Public water crevice for the project will be provided,in a000rdanco with the rates and charges applicable at the time of hookup,for the above rofemneed property n part of a:,ettletnent to litigation between SCWA, Breezy Sound Corp.,Cliifiide Associates and the Village of Greenport Ibis letter of water avallali iry is transferable to your successors and asaignr. This latter is not so be considered in action by SCWA ab defluod by the New York Sisk Environmental Quality Review Act regulations or a determination that the parcel is approved for building. You ate responsiblefor obtaining any other permits or approvals that may be required for the proposed project. SCWA shall cot he required to provide water for the project until all required approvals have bew obam,-d. For connections ce the public water system,there is a key money fee that must be paid in fell prior to taking service- The fee is$3,000 per service for a ouc-itch aarvice said is greater for larger services, phase contact rhe SCWA's Regional Manager in Westhampton at 631.288-1034 for more informatior:regarding the fees and other conditions of service. (�,-qty yon T rim J. 7 cc: Hertaan Miller,Deputy CEO for Oporations Michael Frank,Deputy CEO for customer Service Dona Roberts,Regional Manager 14 E MAY 1 2003 D Southold Town Planning Board ,^,"�1' ^v; MOOP" .Ad! Orr"'.'_; 031 765 4643; NAY-i2-On 1 ;28PM; PAGE 3/3 NEW YORK Slo' DEPARTMENT OF ENVIRONMENTAL ' "4W-ATION " Regulatory Affairs Unit i Bldg. 40, SUNY----Room 219 Stony Brook N. Y. 11794 (Y561 751-7900 �t �,- �'2Jf/✓n{7, G/���c/ �y �/gY lhr ,JS-/ / RE: Dear 5esl A review hem been a of your prop 4-eo: 4C,/h54"4C Location: 4- C.C'4�8r 5' Sc: 4�1 l+c� /�KIr "-tk New York State epartmert of Environmental Conservation has found the parcel reject to be: Greater than 300' from inventoried tidal wetlands. Landward of a srbstantiai man-made structure greater than 100' in length constructed prior to September 20, 1977. Landward of axirting 10' contour elevation above mean sea level on a gradual, natura' slope. There is to be no construction or disturbance to vegetation or topography within 20' or seaward of existing 10' contour or topographical crest (as indicates) , —'15andwaid of topographical crest of bluff, cliff or dune in excess of �10' in eievatien above man sea level. There is to be no construction or disturbance to vegetation or topography within 20' or seaward of existing 10' contour or topographical crest (as indicated) . Therefore, no permit under Article 25 (Tidal Wetlands of the Environmental Conservation Law) i.$ required at this time since the current proposal 1a beyond State mandated ,jurisdiction pursuant to this act. However, any additional work or modifications to the project may require a permit. It is your responsibility to notify this office, in writing, if such additional work at roodifi.catioas are contemplated. Very truly yours, Alternate Regional permit Administrator MAY 1 2 ?003 Southold Town Planning Board .,63 13.2,5 r9A 63i 55110? r SC',)PtT 'ERt1IT5. Ti:vFFIC Q1002/002 • COUNTY OF SUFFOLK C5045F Simi ROBERT J.GA�lFNEY f,JFFOLK COUNTY F_Xff(UI!VE DFP ART'MENT OF PUBLIC. WORKS RICAARV J.Ln VALLC P.E. CHARLES J.BAKTF.A. P.M. LESJE A.MITCHEL CNIEP ptrurY C?MM15510hak COMMISSIONER PKPV PY CCNM(9F¢N gk 14,2003 Breezy sound Corp. 38 00±Street Patchogue,N Y 117-,2 RE: Cit 4R, Middle Raad,Southold Gentlevn,:n: TN.. Department has received your recent plan for the niA%vay irnpmveurents ardlor traffic mitigation €.:bmitted to us by Barrett', Bonaei & Van ✓eele, datea Augur. ;, 2003 far hr above-referenced development. wk e are in conceptual agreement with the rn'tigation measu:rs p:oposcd and oeliev r,that all parties involved are wa cing diligently toward a iesolutior. that )will not,;oml,,omica the oubiic salety on this County road. We the:-eby,havc no objection to the To�Nn Issuing sitr pian jpproeei. Howevtr, by copy of this letter, ve a.c advising the ToWniv.112ge not to iss e any (`e;dfiea�es of,Deeupancy until al.of our Highway W ork Per.at requirements have been cunstr,lered aad installed to our satisfaction. Should ou have any additional questions,please feel free to call tnia -)ffcr,at f631) 35 1-4100. Very Holy yowl.-. I TSi�( �Vt7ham J. Shannon,P E. Chic Enlp),eer WSS!MPC!dm M(6.9 EVictor Laplat e_. a:, Planning Department, Towr.of SoutholdDKevin W ili:r. 13arrett,Donaci&Van WeeleCUFFOLK COUNTY 19 AM 6QUA,OPPORTUNITY/APP aeMATIV6.AC710 9b£ APNANK AVQNUE 0 Y. .HANK,MY. 11800 ■ FAX(6711CR9^4FRO * Sv6F o��gUFFl7(,�coGy o� VL - COD a: Town Hall,53095 Main Road G Fax(631) 765-9502 P.O. Box 1179 Telephonc (631) 765-1802 Southold, Nein York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: Bennett Orlowski, Planning Board Chairman FROM: Michael J. Verity, Building Department DATE: May 10, 2003 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Breezy Sound Hotel/Motel Location: 61475 County Route 48, Greenport SCTM# 1000—Section 45 - Block 01- Lot 2.1 Date: April 9, 2001 Revised Date: August 2, 2002 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 45 AND 100 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. *THE PROPOSED USE Hotel/Motel IS/ARE A PERMITTED USE BY SPECIAL EXCEPTION BY THE BOARD OF APPEALS, IN THIS RR DISTRICT AND IS SO CERTIFIED. * Certification subject to curb cut approval (239fl, special exception, SCWA approval and Greenport Sewer District approval. Michael J. Veri Principal Building Inspector PLANNING BOARD MEMBERS -G®gpFF01 RI3NNP r'r OHI,OWSKI,dR. ,��pN' C�� Y.O. Bos 1179 Charman �r� y�C Town IIilL 53095 State Route 25 o Southold, New York 11971-0959 Itl('.H<ll2D CAGGIANO I W T ph Telephone (631) 765-1938 WILLIAM J. CREMERSO i' Fax (631) 765-3136 KFNI?.WI'IN 1i[9IDORDS y�o! �`�ay©�„, !P" PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 13, 2003 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: Proposed Site Plan for Breezy Sound Corp. Located at 61475 CR 48, Greenport SCTM # 1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, May 12, 2003: The final public hearing was closed. The following resolution was adopted: WHEREAS, this proposed site plan, to be known as site plan for Breezy Sound Motel in Greenport, is to construct a new 68 unit motel with a pool house for motel guests and a manager's apartment unit, located on 7.13 acres on the north side of CR 48; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, CR 48, Greenport, SCTM # 1000-45-1-2.1 ; and WHEREAS, a formal application for the approval of this site plan was submitted on December 1, 2000; and WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act (Article 8), Part 617, declared itself lead agency and issued a Negative Declaration on July 8, 2002; and WHEREAS, the Zoning Board of Appeals granted a Special Exception (Application No. 4942) on March 20, 2003 to establish a 69 unit motel with kitchenettes for rental on a daily or weekly basis and required that the resort motel be closed from January 15`h through March 15`h of each year; and f • • Breezy Sound — Page Two — 5/13/03 WHEREAS, the Southold Town Board of Trustees approved a Wetlands Permit on November 27, 2001, and revised on January 7, 2002, identifying a freshwater area and establishing a 50 foot non-disturbance area from the flagged area, and a 50' non- disturbance buffer on top of the bluff line; and WHEREAS, on March 20, 2001, the Architectural Review Committee reviewed and approved the proposed site plan design elements; and WHEREAS, the Town Engineer has reviewed the drainage calculations and the Planning Board has accepted his recommendation for approval, including the requirement that the Town Engineer perform a final inspection of the interior roads and parking areas prior to issuance of the final Certificate of Occupancy; and WHEREAS, this site plan, dated October 3, 2001, and last revised August 2, 2002, was certified by the Building Inspector on May 10, 2003; and WHEREAS, the applicant hereby agrees and understands that if the site plan which receives stamped Health Department approval differs in any way from the proposed conditional site plan on which the Planning Board held a public hearing and voted on, then the Planning Board has the right and option, if the change is material to any of the issues properly before the Planning Board, to hold a public hearing on this "revised "site plan application and review its conditional approval; and WHEREAS, on May 1, 2003, the applicant signed a statement agreeing not to object to a new public hearing and Planning Board review of the revised application; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant conditional final approval on the surveys, dated October 3, 2001, and last revised August 2, 2002, subject to fulfillment of the following condition. This condition must be met within six (6) months of the resolution: 1. Review by the Suffolk County Department of Health Services. Please contact this office if you have any questions regarding the above. Very truly yours, Bennett Orlowski, Jr. G� Chairman • • PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, New York 11971 Tel: (631)765-4330 Fax::(631)765-4643 May 6, 2003 Mr. Bennett Orlowski , Jr. , Chairman Southold Town Planning Board P .O . Box 1179 Southold, NY 11971 RE : Breezy Sound Corp . Proposed Site Plan SCTM: 1000-45-1-2 . 1 Dear Chairman Orlowski : Enclosed please find Affidavit of Posting, Affidavit of Mailing with six (6) Certified Mail Receipts and five (5) signed green cards for the above referenced matter. Very truly yours, Patricia C . Moore PCM(mD Enclosures D ECEOW � MAY 2 09 D Southold Town Planning Board *AFFIDAVIT OF POSTING • 4is-—e-sep,ie i ,e t-hatt 4-peFso�lal4yPesl=ed the PrGpert, kRGWR as 61475 County Road 48, Greenport, New York by placing the Town's official poser–gat es(s) within 10 feet of the front property line facing the street e it can be easily seen, and that I have checked to be sure th as remained in place for seven days prior to the date of the public I have sent notices, by certified mail, the receipts of which are attached, to the owners of record of every property which abuts and every property which is across from any public or private street from the above mentioned property on April 29, 2003 Melissa McGowan Your name (print) lI Signature 555 Marlene Lane, Mattituck, New York 11952 Address April 29, 2003 Date Nota Public MAPr,ARET C PUTKOWSKt Norb,, '�.a r Ste.- of New York .x'1'628 Ouallt ac:, In Surfolk Countyv�,, ,� Commission Expires June a,�.y PLEASE RETURN THIS AFFIDAWAND CERTIFIED MAIL RECEIPTS ON THE DAY OF, OR AT THE PUBUC HEARING Re: Proposed site plan for Breezy Sound rMAY D SC #:1000-45-1-2. 1 _ � Date Of Hearing: Mon„ May 12, 20�,6: 15 p.m. Southold Town Plannin Board AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as 61475 County Road 48 Greenport New York by placing the Town's official poster notices(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on May 12, 2003 owners of record of every property which ab perty which is across from any public. or ptiuzW-Afeet m the above mentioned property Patr' a' . Moore Y ur name nnt) 1- ig ature 370 Terry Lane, Southold, New York 11971 Ad d ress April 28, 2003 Date Notary Public MELISSA McGOWAN Notary Public,State of New York No.4995913 Qualified in Suffolk County Commission Expires May 4,2f)_;j' PLEASE RETURN THIS AFF/DAW AND CERTIFIED MAIL RECEIPTS ON THE DAY OF, OR AT THE PUBLIC HEARING Re: Proposed site plan for Breezy Sound 7tMAY SCTM#:1000-45-1-2. 1 D Date of Hearing: Mon. . May 12, 2003. 6: 15 p.m. Planning Board �. SENDER: COMPLETE THIS SECTION ■ Complete items 1,2,and 3.Also complete A. ry item 4 if Restricted Delivery is desired. SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY VII ■ Print your name and address on the reverse X' A. nature so that we can return the card to you. R • Complete items 1, 2,and 3.Also complete ■ Attach this card to the back of the mailpiece, item 4 if Restricted Delivery is desired. ❑ Agent or on the front if space permits. • Print your name and address on the reverse Addressee D. I so that we can return the card to you. Re eived by(Printed Namy) C. Da of elivery 1. Article Addressed to: ■ Attach this card to the back of the mailpiece, �t U ' or on the front if space permits. A EE Bang & Oth2TS t. Article Addressed to D. Is delivery addres different from item l? es If YES,enter delivery address below: ❑ o P.O. Box 445 Greenport, NY 11944 John Siolas and Catherine o1i : / ^.O. F30K 14. 190 Central DrivettituckiATTITUGK NY 11552 Ma , NY 119523. Service Type ® Certifietl Mail ElPEx Tess Mail ❑ istered ❑ Return Receipt for Merchandise 2. Article Number f\ , ur Mail ❑ C.O.D. (Transfer from service label 7001 2 510 1 < Q 4. Restricted livery?(Extra Fee) ❑ yes PS Form 3811,August 2001 Domestic Return Re 2. Artic e ber ED (Transfer from service label 7001 2 510 0002 9603 5 5 7 5 Mr PS Form 3811,August 2001 Domestic Return Receipt 102595-01-M-25c --- D. Is delidry ry address different from item 1? ❑ Yes offPostage $ . 37 1. Article Addressed t¢ If YES,enter delivery address below: ❑ No v- Certified Foe a, "bSan Simeon by the Sound Postma P.O. BOX 2122 ru Return F ipt Fee Here (Endorsement Required) I' S Greenport, NY 11944 Restricted Delivery Fee (Endorsement Required --- ,1 -- 3. Service Type C3 Total Postage&Fees $ �_ ® Certified Mail ❑ Express Mail LIT ___ Breezy. S_ ElRegistered ElReturn Receipt for Merchandise ru Sent To San Simeon by the Sound ❑ Insured Mail ❑ C.O.D. - ee a Street Apt No, 4. Restricted Delivery?(ExtraFee) Yes 0 or PO Box No. P.O. Box 2122 C:' _ Ddy:SrasZ(P+4 — _---- ---- __- _ 2. Article Number 7001 2510 0002 9603 5551 Greenport, NY 11944 (Transfer from service label) PS Form 3811,August 2001 omestic Return Receipt 102595-01-M-251 --- --- --- I w �Bree4y Sc ru Sent To John Siolas &Catherine m� 1. Article Addressed to: D. Is deliverf address different froitem 1? ❑Yes - aIf YES,enter delivery address below: ❑ No sr ,reor,Apr.No San Simeon b the Sound orPoeoxNo. 190 Central Drive y r- - - P.O. Box 2122 [` Gty State.ZIP+4 Mattitu ;k, NY 11952 Greenport, NY 11944 .,r reezV c rtlLstwdzlp'4� -- 3. Service Type Rose McCann ® Certified Mail ❑ Express Mail -0 18 Wilson Street ❑ Registered ❑ Return Receipt for Merchandise o ----" ❑ Insuretl Mail ❑ C.O.D. Rartsdale, NY 10530 4. Restricted Delivery?(Extra Fee) ❑yes 2. Article Number `u (Transfer from service label 0 0 2 5 10 7 1 0002 9603 5568 do sent To San Simeon by the Sound PS Form 3811,August 2001 a sneer Apr No ----- -------------- ---------- ------ 9 omestic Return Receipt 102595-01-M-25c o or PC eox N. P.O. Box 2122 ...- r, CitK State.ZIP+4 Greenport, NY 11944 1. Article Addressed to'. ,,, -.-wpm Jerad Motel ru senrro EE Bang & others 21695 soundview Avenue a street Apt No ------- - - ----- --- Southold, NY 11971 or PO Box No P.O. BOX 445 3. Service Type ❑ C.pres r� Ciry Stare zrP.q Certified Mail ❑ Express Mail Greenport, NY 11944 ❑ Registered ❑ Return Receipt for Marchand ❑ Insured Mail ❑Yes nJ Sent To 4. Restricted Delivery?(Extra Fee) Jerad Mote -- C3 nrPOaoxNo 21695 Soundview Avenue �— 2510 0002 9603 5605 -- ---- --- ----- 2. Article Number '7001 r- City Srad.ZIP,4 102595-91-A Southold, NY 11971 (Transfer from service labe. Q11 m 1 2001 Domestic Return Receipt 1 411 0 PLANNING BOARD MEMBERS gOFF01jt BENNETT ORLOWSKI,JR. QP.O. Box 1179 Chairman h ea, y;A Town Hall, 53095 State Route 25 o Southold, New York 11971-0959 RICIIARD CAGGIANON Telephone (631) 765-1938 Z WILLIAM J.CREMERS O Fax(631) 765-3136 KENNETH L.MARTIN H. SDS IDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law and Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York in said Town on the 12th day of May, 2003 on the question of the following: 6:00 P.M. Public Hearing for the proposed site plan for Omnipoint Communications (A. Junge, owner of property). The property is located on the north side of CR 48, 750' west of Cox's Lane in Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-96-1-19.1 6:05 P.M. Public Hearing for the proposed minor subdivision of Edgar & Arlene Marvin. The property is located on the south side of Jackson Street, 431.57' west of Fifth Street in New Suffolk, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-117-10-9 6:10 P.M. Public Hearing for the proposed set-off for Bayview Overlook at Southold (Hurtado). The property is located on the north side of North Bayview Road, approximately 600' east of Reydon Drive in Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-79-5-20.13 6:15 P.M. Public Hearing for the proposed site plan for Breezy Sound (Breezy Sound Corp.). The property is located on CR 48 in Greenport, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-45-1-2.1 6:20 P.M. Public Hearing for the proposed lot line change for Keith Scott Morton and Pasquale A. Gemma. The property is located north of King Street, 320+' west of the intersection of King Street and Old Farm Road in Orient, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Numbers 1000-25-4-11.6 & 1000- 26-1-32.1 6:25 P.M. Public Hearing for the proposed lot line change of Barbara & Robert Raacke. The property is located south of Westphalia Avenue in Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Numbers 1000-113-13- 18 & 19 Legal Notice — Page Two — 4/22/03 Dated: 4/22/03 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Bennett Orlowski, Jr. Chairman PLEASE PRINT ONCE ON THURSDAY, MAY 1, 2003 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE, THANK YOU. COPY SENT TO: The Traveler/Watchman 0 • P.O. Box 1179 53095 Route 25 Southold, NY 11971 Southold Town Phone: (631) 765-1938 Planning Board Fax: (631) 765-3136 E-Mail: planning@southold.org To: Traveler/Watchman From: Valerie Scopaz/caroi Fax: 765-1756 Pages: 2 Phone: 765-3425 Date: 4/22/03 Re: Legal Ads for 5/1/03 Edition CC: Urgent For Review Please Comment Please Reply As Requested Please print the following legal ads in the 5/1/03 edition. Thanks. 5/12/03 Regular Meeting: 6:00 p.m. Omnipoint Communications Site Plan 6:05 p.m. Marvin Minor Subdivision 6:10 p.m. Bayview Overlook Set-Off 6:15 p.m. Breezy Sound Site Plan 6:20 p.m. Morton/Gemma Lot Line Change 6:25 p.m. Raacke Lot Line Change Kindly acknowledge rec ip�ng below. Received7� 1 , Date: 4 U3 PLANNING BOARD MEMBERS ��gUFFO(,�co BENNETT ORLOWSKI,JR. �Q P.O. Box 1179 Chairman = Gy� Town Hall, 53095 State Route 25 CD Southold, New York 11971-0959 RICHARD CAGGIANO y Telephone (631) 765-1938 i KENNETH L. WILLIAM J. EDWAR SDS O Fax(631) 765-3136 MARTIN H. SIDORy'�O,( Q!` PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law and Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York in said Town on the 12th day of May, 2003 on the question of the following: 6:00 P.M. Public Hearing for the proposed site plan for Omnipoint Communications (A. Junge, owner of property). The property is located on the north side of CR 48, 750' west of Cox's Lane in Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-96-1-19.1 6:05 P.M. Public Hearing for the proposed minor subdivision of Edgar & Arlene Marvin. The property is located on the south side of Jackson Street, 431.57' west of Fifth Street in New Suffolk, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-117-10-9 6:10 P.M. Public Hearing for the proposed set-off for Bayview Overlook at Southold (Hurtado). The property is located on the north side of North Bayview Road, approximately 600' east of Reydon Drive in Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-79-5-20.13 6:15 P.M. Public Hearing for the proposed site plan for Breezy Sound (Breezy Sound Corp.). The property is located on CR 48 in Greenport, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-45-1-2.1 6:20 P.M. Public Hearing for the proposed lot line change for Keith Scott Morton and Pasquale A. Gemma. The property is located north of King Street, 320±' west of the intersection of King Street and Old Farm Road in Orient, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Numbers 1000-25-4-11.6 & 1000- 26-1-32.1 6:25 P.M. Public Hearing for the proposed lot line change of Barbara & Robert Raacke. The property is located south of Westphalia Avenue in Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Numbers 1000-113-13- 18 & 19 0 Legal Notice — Page Two —4/22/03 Dated: 4/22/03 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Bennett Orlowski, Jr. Chairman STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) CAROL KALIN, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 22nd day of April, 2003 she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, Southold Town Hall, 53095 Main Road, Southold, New York 5/12/03 Regular Meeting: 6:00 p.m. Public Hearing for the proposed Site Plan for Omnipoint Communications SCTM#1000-96-1-19.1 6:05 p.m. Public Hearing for the proposed Minor Subdivision for Edgar& Arlene Marvin SCTM#1000-117-10-9 6:10 p.m. Public Hearing for the proposed Set-Off for Bayview Overlook at Southold SCTM#1000-79-5-20.13 6:15 p.m. Public Hearing for the proposed Site Plan for Breezy Sound SCTM#1000-45-1-2.1 6:20 p.m. Public Hearing for the proposed Lot Line Change for Keith Scott Morton and Pasquale A. Gemma SCTM#1000-25-4-11.6 & 1000-26-1-32.1 6:25 p.m. Public Hearing for the proposed Lot Line Change for Barbara & Robert Raacke SCTM#1000-113-13-18 & 19 - 4t3ccAa "L Carol Kalin Secretary, Southold Town Planning Board Sworn to before me this �1a day of 2003. Notary Public LIN©6,J.Cf30PER Notary Public,State of New York No.4E22563,Suffolk County Terry,ENpiros Uecaanber 3i,fL3�Q0y OARD RS PLANNING BO OWSKIMBE• o�O%pVFO(,rBEN �o • P.O. Box 1179 Chairman =� G'f� Town Hall, 53095 State Route 25 Ca Southold, New York 11971-0959 RICHARD CAGGIANO W Telephone (631) 765-1938 WILLIAM J.CREMERS O Fax (631) 765-3136 KENNETH L. DS MARTIN H. SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 15, 2003 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: Proposed Site Plan for Breezy Sound Corp. Located at 61475 CR 48, Greenport SCTM # 1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, April 14, 2003: RESOLVED that the Southold Town Planning Board set Monday, May 12, 2003, at 6:15 p.m. for a final public hearing on the maps, last revised August 2, 2002. Please refer to the enclosed copy of Chapter 58, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Hall. Please return the enclosed Affidavit of Posting along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday. May 9th. The sign and the post need to be returned to the Planning Board Office after the public hearing. Please contact this office if you have any questions regarding the above. Very truly yours, 12 kJ Bennett Orlowski, Jr. Chairman encl. • AFFIDAVIT OF POSTING • This is to serve notice that I personally posted the property known as by placing the Town's official poster notices(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on I have sent notices, by certified mail, the receipts of which are attached, to the owners of record of every property which abuts and every property which is across from any public or private street from the above mentioned property on Your name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAWAND CERTIFIED MAIL RECEIPTS ON THE DAV OF, OR AT THE PUBLIC HEARING Re: Proposed site plan for Breezy Sound SCTM#:1000-as-1-z. 1 Date of Hearing: Mon. , Mak_12 12003, 6: 15 p.m. Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a site plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-45-1-2.1; 3. That the property which is the subject of this application is located in the RR Zoning District; 4. That the application is for a 68-unit motel complex. The property is located on CR 48 in Greenport; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 3 p.m. Or, if you have any questions, you can call the Planning Board Office at (631)765-1938; 6. That a public hearing will be held on the matter by the Planning Board on Monday, May 12, 2003 at 6:15 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in the Traveler/Watchman, published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner's Name(s): Breezy Sound Corp. Date: 4/21/03 § 58-1 NOTICE OF PUBLIC HEARING § 58-1 Chapter 58 NOTICE OF PUBLIC HEARING § 58-1. Providing notice of public hearings. [HISTORY: Adopted by the Town Board of the Town of Southold 12-27-1995 as L.L. No. 25-1995. Amendments noted where applicable.] § 58-1. Providing notice of public hearings. Whenever the Code calls for a public hearing, this section shall apply. Upon determining that an application is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon.The board or commission reviewing an application shall provide for the giving of notice: A. By causing a notice giving the time, date, place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. 'By requiring the applicant to erect the sign provided by the town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application abuts, giving notice of the application, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than ten (10) feet from the property line. The sign shall be displayed for a period of not lees than seven CD dans immediately preceding the date of the public hearing. The applicant or his/her agent shall Elle an affidavit that s/he has compiled with this provision. C. By requiring the applicant to send notice to the owners of record of every property which abuts and every property which is across from any public or private street 6801 t § 58-1 SOTYMOLD CODE § 58-1 from the property included in the application. Such notice shall be made by certified mail, return receipt requested, posted at least seven (7) days prior to the date of the initial public hearing on the application and addressed to the owners at the addresses listed for them on the local assessment roll. The applicant or agent shall file an affidavit that s/he has complied with this provision. 5802 BREEZY SOUND CORPORATION BREEZY SOUND 1000 -45-1 -2 . 1 Site plan fora 68-unit motel complex. MON . - MAY 12 , 2003 - 6 : 15 P . M . C01 76.5 4643; A'P-1709 10:52Ab1; PAGE 112 PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11951 Tel: (631)765-4330 Fax; (630 65-4643 klargaret Rutkowski Secretary Apr i_ 16, 2003 Bennett Orlowski, Jr. , Chairman Southold Towr Planninq_ 2oard Town Hall 53095 Main Road . O.Box =179 Sou —AY— 2e: Sitc plan for Breezy Sound CR 48, Greenport , NY Dear Mr. Orlowski and l3oar„d/: I am :.n receipt of a letter dated April 7, 2003 from Janes A. Richter, R .A. ; Town Engineer. have reviewed the Town Code wiLll regard to the ::cnsideraticn of a construction bond. The Town Code at section 100-2541 C. (k) authorizes the board to require a "Guaranty or performance" for "public iiVrovements" . "Public Impr:)vetr;ents" would be such improvements as Town Rcada or public utilities. The proposed project will have one looped internal driveway providing a common access to the fivt buildings. ia:nie R .c-ter uses Peconic Landing as an examp e of were a bond was posted. However, Peconic. Landing has, as you know, 7.50 residential units consictirg of 111 freestanding t2 to 3 bedroom) cottages, 139 (2 to 3 bedroom) apartments, a Nursing Home with 29 assisted living bed: and 42 skilled nursing beda, and recreational building . The construction of 250 residential snits on 144 acres necessitated the posting of a bond . The scope of the Breezy Sound project does CN: CP" '_AbY 1FFI0E; G3^ 765 4643, A7-17-00 '0:53AiV; PAG= 2!2 not equate to the scope cf the Peconic Landing project . The entire project is a private de-relopment where?n n�: C.O. is issued "Until t'^e improvements shown or, the site p:a arc completed. The Building Permit fee will me=•e than cover the "administrative" cost of bailding department ins;;,ections. The Heal _h uepartment is in the final rev_ew of the project . Aporoval of this site plan will be conditioned on 1•ealth Department approval . in the event that a Sewer Connection is unde"aken we will obtain whatever approvals may ;�)e requi:-ed. Thank you fcr scheduling the hearing for may 12, 2003 . If ..ou have any other questions or concerns I would be pleas-cd to meet with the Board. Very, t.ry ly yours, L- Patric a C. Moore ccs Breezy S�,und Corp. UFFO( ' ri e APPEALS BOARD MEMBERS SOS CO 70 y 1 r L �O G Southold Town Hall Lydia A.Tortora, Chairwoman c y� 53095 Main Road Gerard P. Goehringer y 2 P.O. Box 1179 George Horning O .F Southold,New York 11971-0959 Ruth D. Oliva ZBA Fax(631)765-9064 Vincent Orlando �O Telephone (631)765-1809 http:/,Isoutholdtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD April 8, 2003 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Ap`p�l. No. 4942 — Breezy Sound Corp. (Special Exception) Dear Mroore: Enclosed please find a copy of the Board's determination regarding the above application. Please be sure to follow-up with the Planning and Building Departments for the next step in the zoning reviews and application process. An extra copy of this determination should be made available to the Building Department at the time of submitting your maps and any other required documentation to assist their offices in the next steps. Very truly yours, Linda Kowalski Enclosure Copy of Decision to: Building Department Planning Board D E C E Q W E, APR 1 1 2003 D Southold town �, Uj Planning Board i til IS t�4 APR `+ 0 2003 . ELI �� L APPEALS BOARD MEMBERS • O�OSUFF�C�{ �, • h� OGy Southold Town Hall Lydia A. Tortora, Chairwoman o= 53095 Main Road Gerard P. Goehringer W x P.O. Box 1179 George Homing O .te Southold, New York 11971-0959 Ruth D. Oliva ZBA Fax(631)765-9064 Vincent Orlando �O Telephone (631) 765-1809 h ttp://sou th olt"vf_fyfprk.net BOARD OF APPEALS 3;MVV ctpuU� >� TOWN OF SOUTHOLD 3, O FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 20, 2003 Appl. No. 4942 - BREEZY SOUND CORP. SOU1110 l Town Cleric Property Location: North Side of C.R. 48, a/k/a North Road (opposite San Simeon Nursing Home), Greenport; Parcel 1000-45-01-2.1. APPLICANT'S REQUEST: Applicant is requesting a Special Exception under Section 100-616(4), for permission to establish new 68-unit motel with motel office, pool house for motel guests, and motel-manager's apartment unit as shown on the dimensional plan prepared by Barrett, Bonacci and VanWeele, P.C. dated 10/3/01, revised 8/2/02. PROPERTY FACTS/DESCRIPTION: The applicant's 7.13-acre parcel is unimproved and is located on the north side of C.R. 48, a/k/a North Road, in Greenport, and is located in the Resort- Residential (RR) Zone District. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 17, 2002 and January 16, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: CODE PROVISION: Code Section 100-61 B(4) provides that the following are permitted by Special Exception approval from the Board of Appeals, subject to site plan approval by the Planning Board: Transient hotels or motels, resort hotels or motels or conference facilities, provided that the following requirements are met: (a) Minimum parcel size shall be five (5)acres. (b)The maximum number of guest units shall be: [1] One (1)unit per six thousand (6,000)square feet of land without public water or sewer. [2] One (1) unit per four thousand (4,000) square feet of land with public water and sewer. (c) No music, entertainment or loudspeaker system shall be audible from beyond the property line. (d)The maximum size of a guest unit shall be six hundred(600)square feet. Page 2—March 20, 2003 Appl. No.4942—Breezy Sound Sh)res 1000-45-1-2.1 at Greenport In addition, the Board has reviewed the General Standards governing Special Fxceptivr uses set forth in Section 100-263 and finds that: A. That the use will not prevent the orderly and reasonable use of adjacent properties o, of properties in adjacent use districts. B. That the use will not prevent the orderly and reasonable use of permitted or legall established uses in the district wherein the requested use is located or of permitted legally established uses in adjacent use districts. C. That the safety, the health, the welfare, the comfort, the convenience or the order :at the town will not be adversely affected by the Resort Motel use and its location. D. That the use will be in harmony with and promote the general purposes and intent this chapter. E. That the use will be compatible with its surroundings and with the character c r li,r;• neighborhood and of the community in general, particularly with regard to visibility .c;alc and overall appearance. F. That all proposed structures, equipment and material shall be readily accessible to fire and police protection. BOARD CONSIDERATIONS/REASONS: In considering this application, and on tnr basis of testimony presented, materials submitted and personal inspections, the Board has reviewed the code requirements set forth pursuant to Section 100-616(4) and finti-, that the applicant complies with the Code requirements, and that: 1. The proposed Resort Motel is required to be built on a minimum of five acres Breezy Sound Shores Corp. has seven acres located on County Route 48 m proposed project is bounded on the east by a motel and a condominium, and ar: th west by a motel. The site is located across from the San Simeon Nursing Home o County Route 48, and to the north of the site is a bluff overlooking Long island Sound. Breezy Sound Shores Corp. has received a Permit to build from the Tc:n r Trustees amended 1/7/02. 2. The number of guest units is determined by the availability of water and sew.e When both are available, one unit per four thousand square feet is allowed applicant has permission from the Suffolk County Water Authority to hook public water. Breezy Sound Shores Corp. also has obtained approval chromoglass system from the Suffolk County Board of Health for sewer disposal o Page 3—March 20, 20030 • Appl. No.4942—Breezy Sound Shores 1000-45-1-2.1 at Greenport they are in negotiations with the Village of Greenport for sewer hookup. This would allow construction of 68 units. 3. No music, entertainment or loudspeaker system shall be audible from beyond the property line. 4. The maximum size of a guest unit shall be 600 square feet. The applicant's plans call for a living area, kitchenette, and two bedrooms all within the 600 square feet limit. 5. The definition of a Resort Motel also includes the permission to build a manager's unit with one bedroom and kitchen, and a pool house, pool, office, and beach access. After considering all items under Section 100-61 B(4), no evidence has been submitted to show that the safety, health, welfare convenience order of the Town would be adversely affected by this Resort Motel use. This project is subject to a site plan review by the Planning Board. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Oliva, seconded by Member Tortora, and duly carried, to GRANT the application for a Special Exception, for a Resort Motel, subject to the following Covenants and Restrictions, to be prepared by applicant in recordable form, approved by the Town Attorney's Office, and filed by the owner/applicant with the Suffolk County Clerk's Office: 1. Regardless of the form of ownership of the Resort Motel or the individual motel units, the resort motel will be operated in accordance with the Southold Town Code. In accordance with the Southold Town Code, the Resort Motel shall be "rented on a daily rental basis or for vacationers or other persons on a weekly rental basis." 2. A Management Company, or equivalent, shall be established which will manage the day to day operations of the resort motel and shall monitor that the units are operated as a resort motel. A Board of Managers, or equivalent, will establish the rules and regulations of the complex. The rules and regulations shall be in conformity with the Southold Town Code. 3. The Operating Agreement of this complex will provide that individual owners of the resort motel units shall be guaranteed no more than two weeks of occupancy of their unit during the prime season. The units are to be placed in a rental pool and available to the public. In the event that the unit is not rented, the owner of the unit may Page 4—March 20, 2003 Appl. No.4942—Breezy Sound Shc res 1000-45-1-2.1 at Greenport then occupy the unit in accordance with the rules and regulations e,stablisneci ay Board of Managers. 4. The Resort Motel will be closed from January 15`" through March 151" of eacr, year. 5. The units shall not be occupied as a dwelling. 6. The Resort Motel unit shall be rented as a suite with two bedrooms, and ti,- bedrooms may not be individually rented. This action does not authorize or condone any current or future use, setback or .ache, feature of the subject property that may violate the Zoning Code, other than such usea setbacks and other features as are expressly addressed in this action Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, Orlando, and Oliva. (Absent was: Member Horning of Fishers Island.) This Resolution was diii'v adopted (4-0). Lydia ortora, Chairwoman — Approved for Film::; 4/ 21? /03 JOSHUA Y. HORTON ��° °�y� JAMES A. RICHTER, R.A. SUPERVISOR ENGINEER "LOWN HALL - 53095 MAIN ROAD b—o TOWN OF SOUTHOLD,NEW YORK 11971 Fax (516)-765- 1366 °t' Tel.(516)-765- 1560 T OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Bennett Orlowski, Jr. April 7, 2003 Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Breezy Sound Motel — Site Plan Review SCTM #: 1000—45— 01 — 2.1 Dear Mr. Orlowski: As per your request, I have reviewed the latest site plan submission for the above referenced project. The grading, drainage & utility plan with a revision date of 8/2/02 has been reviewed for compliance with Town Code and more specifically with regard to road and drainage site improvements. The drainage calculations and the proposed drainage design as indicated on this plan, meet the minimum requirements of Southold Town. At this time I would like to bring your attention to two items that may require additional consideration due to the scope and size of the proposed construction. The first item I would address is the need for a Construction Bond. Should the developer be required to establish a Bond? Peconic Landing was basically a Site Plan and that developer was required to post a construction bond. This project is fairly substantial and will require a considerable amount of time to inspect the installation of road &drainage systems. The administration fee associated with a bond would provide funding for the necessary inspections as well as pay for some of the administrative costs associated with the review of this project. Secondly,the installation of a sewer main requires an approval from the Village of Greenport to connect to their system. It item may also require Southold Town Board approval to allow for the expansion of the Sewer District within Town Limits. Greg Yakaboski should be asked to review this issue. The construction of the proposed sewer system will also require inspections. As in the case of Peconic Landing,the inspections were performed by the Village or their consultant. If the Village is to provide inspections services for the new sewer system within this project, please send my office a memo for my files. If you have any questions or would like to discuss this matter further,please contact my office. Si rely, James A. Ric tei-, .A. cc: Peter Harris po (Superintendent of Highways) PATRICIA C. MOORE ✓L Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Secretary March 21 , 2003 Bennett Orlowski , Jr. , Chairman Southold Town Planning Board Town Hall 53095 Main Road P .O.Box 1179 Southold, NY 11971 Re : Site plan for Breezy Sound CR 48 , Greenport, NY Dear Mr. Orlowski and Board: At the March 20, 2003 meeting of the Southold Town Zoning Board of Appeals the Special Exception was approved for the motel project . The site plan has been reviewed by your board and is ready for your approval . Please place this on your next work session to discuss any outstanding issues, we would respectfully request approval of the site plan immediately. If you have any questions please do not hesitate to contact me . Very t�uly yours, ".,Patricia C . Moore 0 0 PLANNING BOARD MEMBERS �QStffU(''CO BENNETT ORLOWSKI,JR. �Q P.O. Box 1179 Chairman = Gy� Town Hall, 53095 State Route 25 O Southold, New York 11971-0959 RICHARD CAGGIANO WTelephone (631) 765-1938 x WILLIAM J. CREMERS O Fax (631) 765-3136 KENNETH L.MARTIN H. SIDORRDS y,��l # dap! PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: March 21, 2003 To: Michael Verity, Principal Building Inspector From: Bruno Semon, Senior Site Plan Reviewer/4- Re: Site Plan Certification for Breezy Sound Motel 61475 CR 48 Greenport, N.Y. SCTM: 1000-45-1-2.1 Zone: RR In reference to the above, attached you will find a revised site plan. Please review for certification. The application is tentatively set for final approval at the Planning Board Meeting on 4/14/02. Thank you in advance. Cc: file, vl Enc.: 1 Site plan prepared by Kevin Walsh, dated 08/02/02 and received by the Planning Board 08/12/02 PLANNING BOARD MEMBER ��gUFF01jf o 0 BENNETT ORLOWSKI,JR. O P.O. Box 1179 Chairman =� Gy� Town Hall, 53095 State Route 25 o Southold, New York 11971-0959 RICHARD CAGGIANO yTelephone (631) 765-1938 Z WILLIAM J. CREMERSKENNETH L, O Fax (631) 765-3136 MARTIN H. SIDORRDS y�ol dap! PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: March 21, 2003 To: Michael Verity, Principal Building Inspector From: Bruno Semon, Senior Site Plan Reviewer Re: Site Plan Certification for Breezy Sound Motel 61475 CR 48 Greenport, N.Y. SCTM: 1000-45-1-2.1 Zone: RR In reference to the above, attached you will find a revised site plan. Please review for certification. The application is tentatively set for final approval at the Planning Board Meeting on 4/14/02. Thank you in advance. Cc: file, vl Enc.: 1 Site plan prepared by Kevin Walsh, dated 08/02/02 and received by the Planning Board 08/12/02 PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Secretary August 12 , 2002 Bennett Orlowski, Jr. , Chairman } Southold Town Planning Board Town Hall 53095 Main Road P.O.Box 1179 Southold, NY 11971 10A !P Re : Site plan for Breezy Sound CR 48 , Greenport , NY Dear Mr. Orlowski and Board: Enclosed please find six prints of the final site plan. My client is anxious to proceed with final site plan approval for the resort motel project . As you know commercial projects are exempt from the Moratorium. The original special permit was granted, a building permit was issued, construction began, the zoning has not changed therefore the permit vested. We are awaiting the date of a hearing before the ZBA for a Special Permit with Kitchenettes . Nevertheless, The site plan is ready for your review and approval . If you have any questions please do not hesitate to contact me . Very truly yours, Patricia C . Moore cc : Zoning Board with final site plan Breezy Sound Corp. APPEALS BOARD MEMBERS O\4SUff�(�C j OC,y Southold Town Hall Gerard P. Goehringer, Chairman 53095 Main Road Lydia A. Tortora y Z P.O. Box 1179 George Horning ' Southold, New York 11971-0959 Ruth D. Oliva 0 a�� ZBA Fax (631) 765-9064 Vincent Orlando 1 * Telephone(631) 765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOU'THOLD TOWN MEMO TO: Elizabeth A. Neville, Town Clerk FROM: Jerry Goehringer DATE: August 22, 2002 SUBJECT: ZBA Appl. No. 4942 — Breezy Sound Shores d� The Departments of the Planning Board and Board of Appeals have an application pending by Breezy Sound Shores (located to the north of San Simeon By the Sound Nursing Nome). The applicant-Breezy Sound is requesting approval of motel units, with kitchenettes, by Special Exception from the Board of Appeals, and Site Plan approval from the Planning Board. Inasmuch as the Town Board has adopted a moratorium on certain applications (certain Special Exceptions, site plans, subdivisions), and this application is for motels with kitchenettes, an Interpretation is requested for a determination as to whether or not a waiver is necessary from the Town Board. A SEQRA determination was issued by the Lead Agency (Planning Board in July 2002, and the next step with the applicant would be to obtain approval from other agencies (County Wastewater Management Division and S.C. Water Authority), and public hearing processing by Town Departments. Attached are copies of documents from our file which we hope will assist in your consideration. Thank you. Encls. AUG 2 `� 2u'02 cc: Planning Board t ..#h old Town r r.. y�� • g11FF0j t PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. ='Z Gy P.O. Box 1179 ChairmanG .� Town Hall, 53095 State Route 25 WILLIAM J. CREMERS N 2 Southold, New York 11971-0959 KENNETH L. EDWARDS O jC Telephone (631) 765-1938 y'�0( Fax (631) 765-3136 RICHARD CCAGGIANO MARri,J S�va2,aTA.. PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 9, 2002 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: Proposed Site Plan for Breezy Sound Corp. Located at 61475 CR 48, Greenport SCTM # 1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, July 8, 2002: BE IT RESOLVED that the Southold Town Planning Board, acting under the State Environmental Quality Review Act, establishes itself as lead agency, and as lead agency, makes a determination of non-significance and grants a Negative Declaration. Enclosed please find a copy of the Negative Declaration for your records. Please contact this office if you have any questions regarding the above. Very truly yours, Bennett Orlowski, Jr. Chairman encl. • � gUfFO(,r • PLANNING BOARD MEMBERS 0�� Cp BENNETT ORLOWSKI,JR. �`t` Gy P.O. Box 1179 ChairmanC < Town Hall, 53095 State Route 25 VVTLLIAbi J. CREMERS y Z Southold, New York 11971-0959 KENNETH L. EDWARDSTele hone (631) 765-1938 nRORGE nrT/Nig * ..�_*.* y O�� Fax (631) 765-3136 RICHARD CAGGIANO ��l m,q,e Tim 9;r ar9,,Ti_. PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significant July 8, 2002 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Proposed site plan for Breezy Sound Corp. SCTM#: 1000-45-1-2.1 Location: 61475 CR 48, Greenport SEAR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: To construct a 68 unit motel in 5 buildings, plus a pool house, office, and manager's apartment on 7.13 acres adjacent to the Long Island Sound in an RR Zone. Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed, and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. There has not been any correspondence received from the Department of Health Services Office in the allotted time. Therefore, it is assumed that there are no comments or objections from that agency. SEQR Negative Declaration - Page Two There has not been any correspondence received from the New York State Department of Environmental Conservation in the allotted time. Therefore, it is assumed that there are no comments or objections from that agency. The applicant will have to comply with the requirements of the Suffolk County Sanitary Code (SCSC) and all relevant standards of water supply and sewage disposal systems. Design and flow specification, subsurface soil conditions and site plan details will have to be approved by the Suffolk County Department of Health Services (SCDHS). This impact is not considered significant due to the anticipated project compliance with established requirements of the SCSC and the SCDHS and the required relevant permits. For Further Information: Contact Person: Victor L'Eplattenier Address: Planning Board Telephone Number: (631)765-1938 cc: Roger Evans, DEC Stony Brook Suffolk County Dept. of Health Suffolk County Planning Commission Suffolk County Water Authority NYS Dept. of Transportation Elizabeth Neville, Town Clerk Zoning Board of Appeals Building Department Applicant a-t- gv; PIS^{tl 63+ 765 4603; JJN-4-^2 '3:59; PAuE 1i' �en PATRTCU C. MOORE µ Attorney at I xiw 51020 Main Road Southold,N,Y. 11952 'I el:(631);65.4330 Fax,(631)765-4643 Margaret It utkuwski Secretary June 4 , 2002 Bennett Crlowsk:i, Jr. , CY:.a:rman Southold Town p:'.anning Board Town Ha;1 53C95 Main Road k'• r'.Bcx L._79 Southold, MT 17.97= Att: Victor L'splattenier Re, Site clan for Breezy Sound CR 48, Gmmport: NY Dear Victor: My client will be connecting to Greenport Sewer and is r(egotiating W.-til Mayor Kapell, a contract is expected shortly. My client is not pursuing arc alternative to severe and disregard any zelow ground structures, faith regard to public water, this project has an existing ccntxact yr irh was executed and paid for with the Viliage of Greenport Water District which is being honored by the S'affol:t County Water Authority. Mr. Milazo Esq. advised me that the water moratorium will not atfcct this yro.ject. Charles Vcorhs hay completed his review and we ask that a Negative Dec:larar-ion pursuant to SEQRA be issued so that our application .aefore the Zoning Board commences . TE you have any questions please do not hesitate to contract r`". Very truly your$, Patricia C. Moore JUN 4 2- NELSON, POPE O HIS, LL PW, E N V N O N M E N T A L r' L A N (: CJ N 6 U L T I N G CHAH FS J.VOORHIS CLP,AICP•AH I I IUR J.KOFHELI .PE VINCENT G.[)ON NEE PE. VICTOR RFHI HE.• J09FPH H.EPIFANIA,PL HCEFRT 6.NELSON,JH.,RE. PAII M.HACL `1 April 26, 2002 Mr. Vincent L'Eplattenier Southold Planning Board Town Hall, 53095 Main Road APR 3 U 2001 P.O. Box 1179 Southold, NY 11971 Soouftld Town Re: Breezy Sound Corp. Planning Board— - 6147 County Road Route 48, Mattituck SCTM No. 1000-45-1-2.1 N&PV#98i06 Dear Vincent: As discussed, the following provides a brief assessment of projected future water use/sanitary generation, solid waste generation, and traffic generation for the above referenced 68 unit motel project in order to provide a comparison between units with and without kitchenettes. As previously reported by the Planning Board office, unit sizes are as follows: end units are 591.2 s.f. in size and the interior units total 593.3 s.f. in size. As such, the following parameters can be established: Water Use/Sanitary Generation: Motels with kitchenettes up to 600 s.f. of gross floor area = 150 gpd/unit x 68 units = 10,200 gpd Motel units more than 400 s.f. = 150 gpd/unit x 68 units = 10,200 gpd Solid Waste Generation: The solid waste production rates for motel units identified in Environmental Engineering and Sanitation (Salvato, 1982) did not differentiate between motel units with kitchenettes or without kitchenettes. Traffic Generation: Trip generation estimates are contained in the Institute of Transportation Engineers (ITE) Trip Generation, 6°i Edition, 1997. The ITE manual not differentiate between motel units with kitchenettes or without kitchenettes. As a result, there is essentially no difference between the use with and without kitchenettes with regard to water use, solid waste generation and traffic generation based on the above mentioned unit size. However, it is noted that should unit size be reduced to under 400 s.f., wateruse generation would be reduced by 3,400 gpd (motel units less than 400 s.f. = 100 gpd/unit x 68 units = 6,800 gpd). This is a substantial reduction in water use/sanitary generation, as well as a substantial reduction in unit size. 572 WALT WHITMAN FOAO, MELVIL LE. NY 19747,29 BB C6393 467-5665 • FAX C6391 427-5620 • www.nslsonpope.com Breezy Shores @ Southold NP&V#95106 Based on the Dimensional Plan prepared by Batiett, Bonacci & Van Weele, P.C. (dated 10/03/01, last revised 01/07/02). the proposed `sewage treatment plant' does not meet the setback requirements of the SCDHS and therefore requires a variance. It is recommended that input/approval from the Health Department be obtained. Further, the 100% future expansion area of this system is located within approximately 85 feet from the top of the bluff and the drainage leaching system is located a minimum distance of approximately 75 feet. Dependent on the nature of the underlying material, proper downward movement of recharge from the proposed sanitary system may not occur and could potentially flow horizontally ultimately leaching out the bluff face. If you have any questions or wish any further input with regard to this matter, please do not hesitate to call. Very truly yours, NELSON,POPE &VOORHIS, C /harles . oorhis, CEP, AICP Page 2 r NELSON, POPE &. VOORHIS, LL E N V R O N M E N T Y L V 4 N N I U . . . . . . L T I N G CHARI FS J-VOORHIS,CFP,AIGP•ARTHUR J.KOFRBFR.PF. •VINCENT G.DONNELLV,RE. VICTOR BERT,PE.•JOSEPH R FPIFANIA.PF•ROBERT G.NELSON,JR..RE. PAUL HACZPLS. April 26, 2002 Mr. Vincent L'Eplattenier Southold Planning Board Town Hall, 53095 Main Road APR 3 U 20OZ P.O. Box 1179 Southold, NY 11971 ,So't]old T{)wi Re: Breezy Sound Corp. Planning o rtk 6147 County Road Route 48, Mattituck SCTM No. 1000-45-1-2.1 N&F"v#08i06 Dear Vincent: As discussed, the following provides a brief assessment of projected future water use/sanitary generation, solid waste generation, and traffic generation for the above referenced 68 unit motel project in order to provide a comparison between units with and without kitchenettes. As previously reported by the Planning Board office, unit sizes are as follows: end units are 591.2 s.f. in size and the interior units total 593.3 s.f. in size. As such, the following parameters can be established: Water Use/Sanitary Generation: Motels with kitchenettes up to 600 s.f. of gross floor area= 150 gpd/unit x 68 units = 10,200 gpd Motel units more than 400 s.f. = 150 gpd/unit x 68 units = 10,200 gpd Solid Waste Generation: The solid waste production rates for motel units identified in Environmental Engineering and Sanitation (Salvato, 1982) did not differentiate between motel units with kitchenettes or without kitchenettes. Traffic Generation: Trip generation estimates are contained in the Institute of Transportation Engineers (ITE) Trip Generation, 6th Edition, 1997. The ITE manual not differentiate between motel units with kitchenettes or without kitchenettes. As a result, there is essentially no difference between the use with and without kitchenettes with regard to water use, solid waste generation and traffic generation based on the above mentioned unit size. However, it is noted that should unit size be reduced to under 400 s.f., water use generation would be reduced by 3,400 gpd (motel units less than 400 s.f. = 100 gpd/unit x 68 units = 6,800 gpd). This is a substantial reduction in water use/sanitary generation, as well as a substantial reduction in unit size. 572 WALT WHITMAN ROAD, MEI-VI-LE, NY 11747-21 BB [631] 427-5665 • FAX C631 427-5620 • --- —I s o n p o., ,— Breezy Shores @ Southold NP&V#98106 Based on the Dimensional Plan prepared by Barrett, Bonacci & Van Weele, P.C. (dated 10/03/01, last revised 01/07/02), the proposed `sewage treatment plant' does not meet the setback requirements of the SCDHS and therefore requires a variance. It is recommended that input/approval from the Health Department be obtained. Further, the 100% future expansion area of this system is located within approximately 85 feet from the top of the bluff and the drainage leaching system is located a minimum distance of approximately 75 feet. Dependent on the nature of the underlying material, proper downward movement of recharge from the proposed sanitary system may not occur and could potentially flow horizontally ultimately leaching out the bluff face. If you have any questions or wish any further input with regard to this matter, please do not hesitate to call. Very truly yours, NELSON,POPE & VOORHIS-I .0 l /Earles 7. oorhis, CEP, AICP Page 2 44 3F ��gpFFO(,�c 4 �G� X c CO3 ac Town Hall,53095 Main Road Fax(631)765-1823 P.O. Box 1179 'j' �� Telephone(631) 765-1802 Southold,New York 11971-0959 j BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM To: Victor L'Eplattenier, Senior Planner J� From: Michael Verity, Principal Building Inspector Re: Breezy Sound Hotel/Motel v SCTM 1000-45-01-2.1 Zone: RR �^ Date: March 19, 2002 MAK 2 0 2002 Southold Town Please have applicant provide the following information: Pianning Baard. 1. Special exception from Z.B.A. 2. Resort or transient use 3. Approvals from Greenport Sewer District and S.C.W.A. 4. Size of units 5. One accessible parking space per building Note: Kitchenettes and Manager's apartment may require Z.B.A. PLANNING BOARD MEMBER O�pSUFFO(,�co BENNETT ORLOWSKI,JR. �� G,y P.O. Box 1179 Chairman G Town Hall, 53095 State Route 25 WILLIAM J. CREMERS H Z Southold, New York 11971-0959 KENNETH L.EDWARDS Q Telephone (631) 765-1935 GEORGE RITCARD IE LA O JR. T' ��� Fax (631) 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James A. Richter,R.A. Office of Town Engineer From: Victor L'Eplattenier, Senior Planno Re: Breezy Sound Hotel /Motel ((((((////// SCTM: 1000-45-1-2.1 T Please review the attached site plan for drainage requirements.Note the bluff line has been redrawn and part of the drainage appears to be within 100 ft of the bluff. Please advise this office upon completion of your review. PLANNING BOARD MEMBERS �OSUFFO(,�co BENNETT ORLOWSKI,JR. P.O. Box 1179 Chairman Town Hall, 53095 State Route 25 WILLIAM J. CREMERS y Z Southold, New York 11971-0959 KENNETH L. EDWARDS �O .tC Telephone (631) 765-1935 GEORGE RITCHIEARD LA O ,JR. 'j'�O! �aO� Fax (631) 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Verity, Principal Building Inspector From: Victor L'Eplattenier,Senior Plan Date: March 11,2002 Re: Breezy Sound Hotel/Motel SCTM: 1000-45-01-2.1 Zone: RR Please review the attached for certification.Will any changes be necessary regarding the number and location of the required handicap spaces? Re: Breezy Sound NELSON, POPE & VOORHIS, LLC E N V I R � N M E N T 4 L P L A N N I N 0 C 0 N 5 U L T I N C' AIT CHARLES J.VOORHIS,CEP,AICP•ARTHUR J-KOERBER,PE-•VINCENT G-DONNELLY.HE VICTOR BERT,PE.•JOSEPH R EPIFANIA,RE-HOBERT G.NELSON,JP.,PEN W . PAUL M.RAG2,PLS. March 4, 2002 Mr. Vincent LePlattnier Southold Planning Board Town Hall, 53095 Main Road P.O. Box 1179 Southold, NY 11971 {' Re: Breezy Sound Corp. 6147 County Road Route 48, Mattituck MAK, U 5 2002 cCTM Nc. 1000:45.1?.1 N&PV#98106 Dear Vincent: We are in receipt of the revised drawings for the above referenced project (dated 10/03/01, last revised 01/07/02. The plans have been modified to address several pertinent issues that were discussed at a field meeting with the Town Trustees on September 12, 2002. These issues involved wetland setbacks and the "top of bluff' location in order to ensure that potential impacts with regard to development adjacent to these environmentally sensitive features may be minimized and accurately assessed. In summary, the plan has been revised to provide a 50 foot natural and undisturbed buffer adjacent to the wetland feature. As a result, Building A has been relocated farther north, the proposed pool has been reduced in size, parking has been reconfigured, and Building B has been moved slightly to the south. A retaining wall is now proposed along the south side of Building A in order to achieve the proposed grade transition without causing disturbance to the proposed natural buffer area. It is recommended that the Town require haybales and silt fences to be staked along the perimeter of the natural buffer such that inadvertent clearing and sedimentation does not occur during construction. The current location of the top of the bluff has been depicted on the revised plan and is located roughly 20 feet east of the "previously approved" bluff line across the majority of the southern portion of the property. The structures have also been relocated to maintain the previously requested 100 foot setback from this feature. As such, the revised plan appears to address the comments and concerns identified at the site on September, 12, 2002 and in prior correspondence. It should be noted that the new plan includes changes in setbacks, grading, drainage and erosion control measures and should be forwarded to the Town Trustees and the Town Engineer for review. We note that based on our prior review letters dated September 26, 2001 and January 30, 2001, other issues had been identified based on prior Environmental Impact Statement Findings. A summary of these issues follows: 572 WALT WHITMAN ROAD, MELVILLE, NYP4907147-2986 (8313 ,327-5665 • FAX [631] 427-5620 • www.nelsonpope,com Breezy Shores @ Southold NP&V#98106 • The site plan has been revised to include a 4' x 72' timber walk and access stairway to provide beach access and a permit application has been prepared by the Land Use Company. The Town Trustees and Planning Board should determine if this is sufficient and a NYSDEC permit should be obtained. • The applicant should demonstrate availability of adequate water supply to serve the proposed project. • The landscape plan has been revised to indicate plantings along the top of the bluff. The Planning Board should determine if the revised landscape plan is sufficient. • The Planning Board should determine unit size and density. • Comments concerning transportation access should be obtained from SCDPW in connection with the curb cut permit review. • Architectural review appears to be complete. • The status of ZBA review of the kitchenettes has not been communicated to this office. Hease advise if this resubmission is satisfactory to the Town with respect to the items noted above, and we will complete the EAF Part If to support the Boards determination of significance. If you have any questions or wish any further input with regard to this matter, please do not hesitate to call. Very truly yours, NELSON,POPE & VOORHI3,LLC J r es J. Voorhis, CEP, AICP Page 2 • • V6 6 PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 1]952 Tel: (63 1) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Secretary March 4 , 2002 Bennett Orlowski , Jr. , Chairman Southold Town Planning Board Town Hall 53095 Main RoadU o1179 SouthA + Southoll d, NY 11971 a Att: Victor L MAR 0 4 [uuL Re : Site plan for Breezy Sound CR 48 , Greenport , NY Southold Town Plaginin,g $oard Dear Victor: I hope this letter will assist you in your review of the above application. In 1989 the Cliffside motel project received site plan approval after a full environmental impact statement . The building permit was issued and construction started. Thereafter, the project stopped due to the inability to get financing without Kitchenettes . My original request was to reactivate the original approved site plan. On November 20, 2000 I submitted the application referring to "revisions of Approved Site Plan" and $250 application fee . I was advised that this would be reviewed as a new site plan and my client was requested to pay $1, 601 . 75 for the site plan application fee . Therefore this application has been reviewed as a new site plan and Long EAF for the proposed project . We also paid the initial environmental fee of $400 . 00 . On December 4 , 2000 my client was advised that the Environmental Review fee was $950 . We paid the fee for review of and the Long EAF, the revised site plan, and for the environmental consultant ' s field inspection. On December 19 , 2000 the Planning Board started lead agency for the new site plan. The plan was forwarded to the Environmental Consultant who reviewed the previous Environmental Impact Statement and made certain recommendations which required revisions to the site plan. According to the Environmental Consultant , if we incorporated his recommendations (which we did) the project should obtain a negative declaration. On June 4 , 2001 Suffolk County DPW representative Paul McMahon PE met with Bob Kassner, Neb B . from transportation committee and me . The DPW required the entrance to be relocated which we revised the plans to comply with their request . DPW requires an application to be forwarded by the Town (239F form) . Please be sure that the Town made the referral . The plan was amended to include their recommendations . Without the 239 F in their file DPW will not discuss the plan any further. At the Town' s request in May 2001 the site plan was forwarded to the Southold Town Trustees . They recommended a wetland permit for a "wet depression" on the property and the Planning Board asked the Trustees to determine "the top of bluff" line which had changed since 1989 . We discussed with the building inspector "grandfathering the foundations" , he took the position that the foundations were constructed pursuant to a building permit (legally) but he could not locate a "foundation inspection" . Therefore he would not grandfather the foundations and would require us to apply to the Zoning Board for a variance from the 100 ' setback from bluff . The Trustees approved the wetland issues on the site plan. (enclosed Trustees permit) . The wetland with the 50 ' buffer and the relocation of the top of bluff line required our site plan to be re-engineered (at significant cost ) with revised driveways and drainage . Given the need to relocate the back building away from the wetland area and the building inspector' s position on the "grandfathering" of the foundations , all the buildings had to be shifted. The newest site plan places the foundations in conformity with the setback line to avoid the variance from the zoning Board. The newest revised site plan we hope will be the final site plan. In response to your inquiry, enclosed is a copy of the Architect ' s, Douglas Herrlin' s, calculation of the size of the units . You have in your file a certification from the Architect as well as the architectural drawings approved by the ARC. The units are on average 590 . 3 SF (less then 600SF) as required. I have requested that the parking schedule be clarified, with respect to the location of handicap spaces , the buildings have designated handicap accessible rooms, we are meeting with Mike Verity to be sure that the plans meet ADA requirements . As soon as Mike reviews the plans we will make the revisions to the site plan. If you have any questions please do not hesitate to contact me . Very truly yours , Patricia C . Moore DOUGLAS P. HERRLIN Architect Box 442, East Hampton, L.I., New York 11937 516-324-6148 _ ih T�ciZ p r . > ic�,� 4/,� x2,GJ�5 = ��tiTS �xiT��-- �( oilzI 5 t3' F� G' = 3ZonT� — Igi o f l T�-T L 68uti T5 = go SzN 3�: i'�170P"-y 631 765 4643; NIAF-4-02 X1 :49; PA3E 1 PATRICIA C. MOORE AtWmev at Law 51020 hiam Road Southold, N-V, 11952 'fcl: (C31) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Secretary M—�rcn 4, .002 Bcnre t Orlows<i, Jr Chairman Southc_d Town '1an.irlg Board Town Hall 5309c Main Road P.0.30,x 1179 Southold, NY _1571 Att: Victor L Re: Site plan for breezy Sound CR 40 , Gr(.enpert, NY Dear Victor : I hope this letter will' assist you in your rcview of the above applz.cation. In 1989 the- Cliffside motel project received site plan aCprrvc.l after a full environmental impact BLatement . Tre building permit was issued and construction started. Thereaf=er, the project stopped due t.r; the, inability to get financing without Kitchenettes . My original request was to reactivate the original appro,, ed site plan. ,_n November 23, 200 i 6u Jmit tE3d the application referring to "revisions of Approved SiLe Plan" and $250 application fee. I was advised that this wo-,;1d be reviewed as a new site play, and my client was requested to pay $1, 601.75 fcr the site plan application fee . Therefore this application has been reviewed as a new site plan ani bong EAP for the prcpoaed project . We also paic5 the in=tial environmental fee of $400. 00 . On DeceTrier 4 , 2000 my clien',_ was advised that the 631 765 4643; WAP-4-02 , 1 :49; PAGE 2 Environmental Rev-_ew fee was $95D . We raid t..".e fee_ for review of ar.d the ions' EAF, the revised s1te plan, and for the env:_ronmer.tal consultant' s field inspection. on December 19, 2000 the Planning Hoard started lead agency fo.�, the new site plan. The plan was forwarded to the Env'iranmental Consultant who reviewed the previous Environmental Impact Statement and made certain recommendaticne which required revisions to the site plan. Accord^.ng to the Fnvironmenta"_ Consultant, if we incorporated his recommendations (which we did; the project should obtain a negative declaration. 01-1 June 4, 2001 Suffolk County DPW representative Pall] Mr,;Mahon PS met with Bob Kaasner, Neb B . from transportation committee and me, The DPW required Lhe entrance to be relocated which we revised the plans to comply with their request . DPW requires an application to be forwarced by -he Town (239F form; . Please be sure that the Tow1 mado the referrdi . The plan was amended to incl .ide their recommendations. Without the 239 F in their file DPW will rot discuss the plan any further. At the 'd'own' s request in May 2001 the Site plan was forwarded to to Southold Town Trustees . They recommended a wetland permit for a "wet depression" on the property and the Tanning Board asked the Trustees to determine "rhe top of bluff" line which had changed since '_989. We disc.:ssed with the building inspector "arandfatl,erincf the foundations" , he took the position that the foundations were constructed pursuant to a building permit (-egally) but he could not locate a "foundation inspection Therefore he would not grandfather the foundations and would require us to apply to the Zoning Board for a variance from the 1C0 ' setback from bluff. The Trustees approved the wetland issues on the cite plan. (enclosed Trus�ees permit) , The werl::uld with tae 50 ' buffer and the relocation of the top of 1L2uff line required our site plan to be re-engineered (an significant cost) with revised driveways and drainage; . Given the need to relocate the back bu.i_dinc, awav from. the wetland area and the building i_nspactc•r' s posiLivn on the "grandfathering" of the Qundaticr.s, all the bu_ldinca had to be shifted. a 8831 765 4649; MAP-4-02 ' 1 °39; PA3C 3/6 • The neruest site pIa.:1 Faces the foundations in contcrmity w; rh the setback line to avoid the variance :Torr. the Zoning Board. The newcat revised site plan we hope wil; be t:ne ti nal S-te plan. In resp,-=Se t 1-cur inqu'ry, enclosed is a copy of �:h<� yrchiteci: ' s, Doug--as Herrlin' s, calculation of the .)ize of the units You have in your file a certificat 1on from the Architect as well as the architectural drawings approved by the ARC. The units are err average 590 .3 .SF f1CS2 then 600-SF) as required. I have requested that the parking schedule be clarin ed, o-rith respect tc the location of handicap ,^,races , tht! buildings have designated handicap acceau"ble ro?ms, we are meeting with Mike Verity to be sure that h!� plans meet_ ADA requirements . As goon as :di.kP reviews th-e plans w= will make the revisions to the site plan. if you have any questions please do not hesitate tc. �,Ic_,r.racc me. Very trrily yours, i " --Tvvitricia C. Mcore 631 765 4643; MAF4-02 Ii :5G; PAGE 4/6 DOUG C 1S P. HERIZLLN Architect Box 4Q Fiat Hampton, L.I.. New YClk 11937 slr.3za.�las Vey �1 r2ra�x•�5 0�;; �c`�j ice;i�=�Z1a� f 42u�.� rS qhs^r„pJ`� X3;3zf---------------- IJf z cl, /R.4 r X � 1 1 �1VJf -, li L { clil�- `�roo 1 � i7urn - �q SFS" ' )40GR C31 760' 4643; kmr 4-02 11 :51 ; PACE 5/6 7 AiUerr J. Ktupaki, Preaiclent wrft ��. .. Town Hall James Rinj, Vase-President .�ypti� C0 53095 Route 25 Henry Smith Pi�.`t` � P.O.Box 1'79 .-1:tie Poster Southold,New York 11971.0969 Ken Poilwada ° rn at T?lephone(631) 756-1898 Fax(631) 765.1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 1ovenber2�, 2001 Patricia C. Moore, Esu. 51020 Main road Southold,N 1.9?l RE: BREEZY'SOUND CORP.. :Tort%Road Greenport, , NY SCTN1#45-1-2.1 Dear Ms. Moore. Tice fbllowins, action wis taken by the Board of Town Trustees during a Regu:ar Meeting, held on November 21), 2001, rc6&rding the above matter. WHEREAS,Patricia C iWoure, Esq. on behalf of Bree;y Sound Corp. applied to the Southold Town Trustees for a pernit under the provisions of the Wetland Ordinance of the Town of Southold, application dated October 3, 2001 WHEREAS, said applic.,tion was referred to the Southold Town Conservation Advisory Council for their iir�dings and reconunendations, and WHEREAS, a Pudic Hearn-g yeas held by the Town Trustees with respect to s.:id application on toveanbei 20, 2001 at which tine all interested persons were given an opportunity to be heard, and. WHEREAS, thz Board laeulbers have personally viewed and are familiar with the premises in question curd the surrounding area, and, WHERE.-kS, the Board has considered 'al the testimor-y and docutnentatiun submitted concertlirg this applicanxi, arid, WH UIAS, the structurt complies with the standsrd set forTh in Chapter 97-18 of the Southold Town Codc. WHEREAS, the Board has determined that the project as proposed wil not afltct the health, •5°': °P;O'� 631 765 4643; W-4-02 ' 1 :51 ; PACE 3l6 . . . • afety and general welfire of the people of the town, NUlV THEREFORE BE 1T. RESOLVED,that the Board of Trustees approved the application of BREEZY SOUND CORP. for a Wetland Permit to construct rno tel on property— freshwater area identified—proposed foundatiors reio,ated_n order to establish a 50' non•distinbance area and setbzek from flagged area with the stipulation that there be 50 foot non-disturbance buffer on top of the bluff line that all nue-off will be contained on the applicant's property—haybales and silt fence at that line and havbales and silt fence at the 50' non-disturbancee (fresh water) buffer area. As per approved plans rtvise�- 01/07/02 BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency,which may also have an application pending for the same or similar project. Permit to construct project wil: expire two years from the date it is signed. Fees must be paid, if applicable and permit issued within six months of the date of the notification. Fee must be paid, i f applicable and permit issued within six months of the date of this notification. Two inspections are required and the Trustees are to be notified when project is started and on completion of said project. FEES: NONE Very truly yours, 41bert 1. i1p:gki,Jr. 'President,Board of Trustees AJKrcjc cc: Building Departr,ent Health Department DEC Army Corp. Dept. of State • $11FFO(� •JOSHUA Y. HORTON GREGORY F. YAKABOSKI h�O� COGZ Supervisor TOWN ATTORNEY Town Hall, 63095 Route 25 P.O. Box 1179 MARY C. WILSON Southold, New York 11971-0959 ASSISTANT TOWN ATTORNEY ��Q� ���� Telephone (631) 765-1889 e-mail; greg.yakaboski a town.southold.ny.us mary.wilson@town.southold.ny.us OFFICE OF THE TOWN ATTORNEY TOWN OF SOUTHOLD Memorandum To: Linda Kowalski, ZBA Victor L'Eplattenier, Planning From: Gregory F. Yakaboski, Esq. �•,: 3c-^•'; a , Town Attorney }, Date: February 28, 2002 ) '± , • `' r r to z8 2002 Re: Breezy Sound Southold Towne Ploarming Board This notice will serve as confirmation that a meeting has been scheduled for Wednesday, March 6, 2002, at 1:00 p.m., regarding Breezy Sound. The meeting place has been re- located to the conference room. /md PATRICIA C. MOORS Attorney at Law 51020 Main Road Southold,New York 11971-4616 Tel: (631) 765-4330 Fax: (63 1) 765-4643 February 25, 2002 BY HAND Southold Town Planning Board Southold Town Hall Main Road Southold, NY 11971 Re : Breezy Sound Dear Ladies/Gentlemen: Enclosed please find Environmental Assessment Form Part III for the above referenced matter. Very -truly yours, r `- Patricia C. Moore PCM/mr Enc . LP lit ?k FEB 25 2002 Southold Town Planning ward E-'VIRONMENTAL ASSESSMENT FORM PART III Prepared for: Quogue Woods Building Co., LLC Jessup Lane Quogue,NY 11959 Contact: Ken Tedaldi Prepared by: Barrett, Bonacci & Van Weele, P.C. 175A Commerce Drive Hauppauge,NY 11788 (516) 435-1111 Contact: Kevin P. Walsh, P.E. D. Informational Details and Water Supply Narrative 1. The existing Breezy Sound site is currently vacant with a small cabin located near the northeast comer of the property. As a result of approvals that were issued circa 1989, part of the site was cleared and two foundations were constructed in the northerly portion of the site, but construction was subsequently abandoned.The original approval called for the construction of 69 motel units in 5 buildings and a manager's apartment/clubhouse.The current application is identical in scope,with the site layout modified slightly to account for changes in the bluff setback requirements and the installation of an on-site sewage treatment plant in lieu of connection to the Greenport Sewer District.In accordance with SuffolkCounty Department of Health Services criteria,the development is expected to use water and generate sanitary flows at a rate of 150 gallons per day per unit, for a total of 10,650 gpd (including 300 gpd for the manager's apartment). With the installation of standard water-saving plumbing fixtures and the seasonal nature of the development, actual water use can be expected to be considerably less. 1 Application has been made to provide water through connection to the existing Suffolk County Water Authority main on Middle Road (County Road 48), on which the site has frontage. In addition, the developer proposes to provide water for irrilgation from a shallow on-site well in order to reduce the demand on the public water supply. An updated Letter of Water Availability (due to the time that has elapsed during the re-approval process) has been requested from the Suffolk County Water Authority. Plans for the construction ofa private water distribution system are under review by the Suffolk County Department of Health Services Drinking Water Office. 4. N/A Breezy Sound Water Supply Narrative page 2 5. Although the impact on local water supply is expected to be negligible,the applicant will undertake additional water conservation measures. In addition to the installation of standard water-saving plumbing fixtures (as required by state and local codes), proposed water conservation measures include the following: Installation of minimal turf areas and the sue of drought-tolerant • plantings where landscaping is required; • Installation of shallow well for landscaping, rather than use of the public water supply for irrigation; • preservation of natural vegetation wherever possible. E. Verification I certify that the information provided above is true to the best of my knowledge. r r Applicant/SponsorName: �EJty tN!u � w� f r� ( > Date: Z— Signature: �l(r•� —F���l� Title: l Wl\WP SHARE`._proj_AOO�A000Ja6�pvlllwater.wpd PATRICIA C. MOORE Attorney at Law 51020 Main Road V Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Melissa McGowan Secretaries February 8 , 2002 Southold Town Planning Board, Bennett Orlowski , Jr. , Chairman, Southold Town Zoning Board of Appeals Gerard P . Goehringer, Chairman D Town Hall 53095 Main Road Ftb 06 ZUU1 P.O. Box 1179 Southold, NY 11971 SoutholdTown (BY HAND) Planning Board Re : Breezy Sound Corp Dear Chairmen and Boards : Enclosed please find six prints of the following: 1 . Amended Dimensional plan 2 . Grading, Drainage & Utility plan which includes A. the location of the "freshwater wetland" on the Southwesterly corner of the property. The Town Trustees reviewed and approved the 50 ' setback B . Bluff Line as reviewed by Charles Voorhis and approved by the Southold Town Trustees, together with the Coastal Erosion Hazard Line and erosion line . A copy of this plan was forwarded to the Southold Town Trustees in accordance with the public hearing and approval dated November 20 , 2001 . The notation on the map should read (as approved by Town Trustees on November 20 , 2001) 3 . Road Profiles and Site Details 4 . Landscape Plan- 50 ' buffer along top of bluff , and landscaping along Middle Road pursuant to Planning Board requested revisions of landscape plan for the entrance . 5 . Erosion Control Plan as requested by Charles Voorhis 6 . Sanitary Sewer and Water Main* 7 . Water Main, Drainage and Sanitary Details* Please note that the applicant has included an access to the Long Island Sound which has been approved by the Town Trustees and DEC and is included in this site plan The enclosed plan includes all the board' s previous comments and should receive a final SEQRA determination and be set for a public hearing. The client is very anxious to obtain final approval so that the Resort motel is available for the coming season. If there is anything else you need please do not hesitate to contact me . Very truly yours, Patricia C. Moore *Plans submitted to Health Department cc : Breezy Sound Corp Kevin Walsh PLANNING BOARD MEMBERS V 0 BENNETT ORLOWSKI,JR. Town Hall, 53095 State Route 25 .i.� G Chairman C ?/� P.O. Box 1179 WILLIAM J.CREMERS COD Z Southold, New York 11971-0959 KENNETH L.EDWARDS -y • �� Telephone(631) 765-1938 GEORGE RITCHIE LATHAM, JR. Fax (631) 765-3136 RICHARD CAGGIANO wow * � PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 1, 2001 Patricia Moore, Attorney at Law 51020 Main Road Southold,NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport,NY 11944 Dear Mrs. Moore, The enclosed report by the Towns environmental consultant ahs been received by the Planning Board office. It is being sent to you for your information and action. If you have any questions, please contact this office. ZSinc r ,����� rt . Kassner Site plan Reviewer Encl. NELSON., POPE & VOORWIS, LLC t E N V I R O N M E NTA L PLANNING C O N S U L T 1 N-2r 'I CHARLES J.VOORHIS,CEP,AICP•ARTHUR J.KOERBER,P.E.•VINCENT G,DONNE,I VICTOR BERT,PE•JOSEPH R.EPIFANIA,P.E.•ROBERT G.NELSON,JR.,PE, ._ PAUL M.RACZ,PLS. September 26, 2001 i 7I.n Mr. Robert G. Kassner h . Southold Planning Board i Town Hall, 53095 Main Road SEP,Z 7 2001 P.O. Box 1179 Southold, NY 11971 nlrt"'own 50Utr= Re: Review of Long EAF Manning Board Breezy Sound Corp. 6147 County Road Route 48, Mattituck SCTM No. 1000-45-1-2.1 N&PV#98106 Dear Mr. Kassner: In response to your letter dated, May 8, 2001, we have begun to review the revised plans which were amended by the applicant to address the eight mitigation issues contained in our January 30, 2001 report. As you are.aware, a field meeting was conducted with the Town Trustees on the above referenced property and several pertinent issues were discussed. These:include issues regarding the previously identified wetland on site, the current "top of bluff' location, and the associated impacts with regard to development adjacent to these environmentally sensitive features. The appropriate mitigation measures were discussed that would be necessary to ensure minimal impacts following development. As such, the applicant is pursuing several design parameters in order to address these impacts, which may result in a slightly different design configuration. Therefore, project impacts with regard to these features will be determined upon receipt of the revised plan. Please note that,the .new plan will include changes in grading, drainage and erosion control measures and as such should also be forwarded to the Town Trustees and the Town Engineer for review. A current status of the site plan with regard to the remaining mitigation measures (#2-7) is discussed below: 2. It is recognized that the site plan does not show any beach access. Should beach access be proposed in the future, it is recommended that a wood walkway on pilings be utilized in order to avoid impacts to,the bluff and all appropriate permits must be secured. 3. The Planning Board office has indicated that the on-site well will be used only for irrigation, although the capacity of this well is unknown. As previously mentioned, separate approvals for lrthe SCDHS and the NYSDEC may be required depending on the capacity of the new pump. Additionally, it is recommended that a letter of water availability be obtained to ensure that the water district will be able to supply water to the proposed project upon completion. 572 WALT WHITMAN ROAD, MELVILLE, NY P1 a�47-21 BB (631) 427-5BB5• FAX (831) 427-5620 • www.nBIBOn POPe.COM Breezy Shores @ Southold LEAF Part 1 Review 4. The Planning Board Office has indicated that the revised landscape plan is satisfactory. It should be noted that recommendations were made by NP&V during the field meeting that additional landscaping be provided along the top of bluff to further stabilize this feature. 5. The Planning Board Office has indicated the size of the proposed units based on plans submitted by the applicant. Unit sizes are as follows: end units are 591.2 s.f. in size and the interior units total 593.3 s.f. in size. The Board should determine if a reduction in the number of units is appropriate as was previously required in.the Final EIS findings. 6. The Planning Board Office has indicated that SCDPW will review the traffic concerns as part of the curb cut process. 7. The Planning Board Office has indicated that the height of the buildings, as well as architecture and landscaping were reviewed by the Architectural Review Cormnittee,which has approved the elevation drawings and building height. It is noted that kitchenette units may have not been included in the original review of water concerns. It is my understanding that the ZBA is reconsidering this element; please advise once a determination has been made. Once the bluff and wetland mitigation measures have been incorporated into the site design through an amendment of the site plan, review can be completed to provide a recommendation on the environmental significance of this project. Please advise this office how these items last remaining items will be handled. Upon resubmission of information to the Town's satisfaction; we will complete the EAF Part H to support the Boards determination of significance. If you have any questions or wish any further input with regard to this matter, please do not hesitate to call. Very truly yours, NELSON,POPE &Voomis,LLC 4Charle3. Voorhis, CEP, AICP Page 2 T rt h ram- NELSON, POPE & VOORHIS, LL E N V I R O N M E N T A I • P L 4 N N I N G I O N S U L T I N- ill ;;w: CHARLES J.VOORHIS,CEP,AICP•ARTHUR I KOERBER.VE. •VINCENT G-DONNE[1, VICTOR BERT.RE•JOSEPH R_EPIFANIA.P,E.•RORFPT G.NEL$ON„IR..PF I � PAUL M.RACE PLS_ • September 26, 2001 Mr. Robert G. Kassner Southold Planning Board Town Hall, 53095 Main Road SEP Z7 2001 P.O. Box 1179 Southold, NY 11971 „�,I -• Prtr!* Re: Review of Long EAF Breezy Sound Corp. 6147 County Road Route 48, Mattituck SCTM No. 1000-45-1-2.1 N&PV#98106 Dear Mr. Kassner: In response to your letter dated, May 8, 2001, we have begun to review the revised plans which were amended by the applicant to address the eight mitigation issues contained in our January 30, 2001 report. As you are aware, a field meeting was conducted with the Town Trustees on the above referenced property and several pertinent issues were discussed. These include issues regarding the previously identified wetland on site, the current "top of bluff' location, and the associated impacts with regard to development adjacent to these environmentally sensitive features. The appropriate mitigation measures were discussed that would be necessary to ensure minimal impacts following development. As such, the applicant is pursuing several design parameters in order to address these impacts, which may result in a slightly different design configuration. Therefore, project impacts with regard to these features will be determined upon receipt of the revised plan. Please note that the new plan will include changes in grading, drainage and erosion control measures and as such should also be forwarded to the Town Trustees and the Town Eneineer for review. A current status of the site plan with regard to the remaining mitigation measures (#2-7) is discussed below: 2. It is recognized that the site plan does not show any beach access. Should beach access be proposed in the future, it is recommended that a wood walkway on pilings be utilized in order to avoid impacts to the bluff and all appropriate permits must be secured. 3. The Planning Board office has indicated that the on-site well will be used only for irrigation, although the capacity of this well is unknown. As previously mentioned, separate approvals for the SCDHS and the NYSDEC may be required depending on the capacity of the new pump. Additionally, it is recommended that a letter of water availability be obtained to ensure that the water district will be able to supply water to the proposed project upon completion. Page 1 572 WALT WHITMAN ROAD, MELVILLE, NY 11 47-2166 [631) 427-5665• FAX [631) 427-5620 www.nelsanpa pe.com ~ Breezy Shores @ Southold LEAF Part 1 Review 4. 'Phe Planning Board Office has indicated that the revised landscape plan is satisfactory. It should be noted that recommendations were made by NP&V during the field meeting that additional landscaping be provided along the top of bluff to further stabilize this feature. 5. The Planning Board Office has indicated the size of the proposed units based on plans submitted by the applicant. Unit sizes are as follows: end units are 591.2 s.f. in size and the interior units total 593.3 s.f, in size. The Board should determine if a reduction in the number of units is appropriate as was previously required in the Final EIS findings. b. The Planning Board Office has indicated that SCDP`V will review the traffic concerns as part of the curb cut process. 7. The Planning Board Office has indicated that the height of the buildings, as well as architecture and landscaping were reviewed by the Arcnitecturai Review Committee, which has approved the elevation drawings and building height. It is noted that kitchenette units may have not been included in the original review of water concerns. It is my understanding that the ZBA is reconsidering this element; please advise once a determination has been made. Once the bluff and wetland mitigation measures have been incorporated into the site design through an amendment of the site plan, review can be completed to provide a recommendation on the environmental significance of this project. Please advise this office how these items last remaining items will be handled. Upon resubmission of information to the Town's satisfaction, we will complete the EAF Part II to support the Boards determination of significance. If you have any questions or wish any further input with regard to this matter, please do not hesitate to call. Very truly yours, NELSON,POPE&VOORHIs,LLC Charle . Voorhis, CEP, AICP Page 2 o��gpFFO(,�CG • � 0 y Town Hall,53095 Main Road T Fax(631)765-1523 P.O. Box 1179 t, Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD TO: Robert G. Kassner, Site Plan Reviewer FROM: Michael Verity, Principal Building Inspector f " Vol, s * Sy RE: Breezy Sound Motel > Route 48, Greenport SEP 11 2001 SCTM# 1000-45-1-2.1 °t)utn'r,Town DATE: September 11, 2001 Punning board In response to your inquiry regarding the above mentioned project, it is this department's opinion that an engineer's certification would be required to determine whether or not the previously poured foundations are structurally sound. Once certificated, a site plan would have to be submitted showing the distance of the proposed structure to the bluff. If that distance is in fact less than 100 feet, the applicant would have to seek relief from the Southold Town Zoning Board of Appeals. If you have any other questions or recommendations regarding this project, please contact my office. Cc: Greg Yakaboski, Town Attorney Gerard P. Goehringer, Chairman, Zoning Board of Appeals SEF'-10-200': 1511E SIG 425 1257 P.01/01 t NELSON, POPE& VOORHIS. LLC �r ENVIRONMENTAL , PLANNING • CONSULTMG M WALT WHITMAN FkQAG.VELVLLL NV 11 W.21BB 18]11 4'7 Waa FAX (41)Q?- o .V .vVer sergoPecar MEMORANDUM BY FAX ONLY To: Robert Kassner Fax. 765-3136 From: Shana Lacey Date: September 6,2001 Re: Breezy Sound, Greenport NPV No. 98106 Dear Bob, I am in receipt of the revised plans dated 08107/00 Hast revised 07/09/01) for the above referenced project. As previously requested, the freshwater wetland in the southwest corner of the site has been depicted on the plan, although it is not clear as to whether this shaded area is the limit of the surface water or the limit of the freshwater wetland as this feature is not labeled, I understand the applicant is seeking a further jurisdiction review by the Trustees; however, it is my understanding that the Trustees have requested jurisdiction. Therefore, the name and date of the individual who delineated the wetland should also be depicted. It is further requested that the applicant indicate as to whether the wetland boundary is staked in the field so that we may schedule a site inspection to determine if the wetland area is adequately mapped (this may occur Wednesday, September 13, 2001). As currently proposed, the construction of Building 'A' will require a retaining wall and associated grading in the southwest comer of the site in order to achieve the desired grade. As such,it appears that fill will be placed within the wetland causing the loss of a portion of the feature. The area of the wetland or. site as well as the area lost and the amount of fill required should be depicted on the plan. Additionally, no adjacent area buffering vegetation will remain in this area. It is further recorumended that the applicant obtain a permit from the Town Trustees in order to allow for the placemrnt of fill within this feature. It was previously requested that an accurate and recent "top of bluff" line be depicted cn the project plans as erosion over the last several years has likely cause the bluff to change. Evidence of erosion is further documented when comparing the 1989 to pographic map indicating the top of the bluff and the August, 2000 plan indicating the same.. An accurate delineation of this environmentally sensitive feature must be illustrated on t,h-- revised plans so that impacts associated with the project may be reassessed and identifies. Should the current bluff line be located south of that as depicted on the Preliminary Site Plan, the existing foundations would not be located 100 feet from the bluff line. Please forward copies of the project plan depicting the information outlined above, and do not hesitate to call sl•:ould You have any questions or require any additional information. Sincerely, I' 400 gtr r Page r r - 9 ` SEP 11 2UU1 r, aT� 61 30trt�01" Towrr PLANNING BOARD MEMBERS ��$UffU(�C � Town Hall, 53095 State Route 25 BENNETT ORLOWSKI,JR. �.0 G = y� P.O. Box 1179 Chairman CD Southold, New York 11971-0959 WILLIAM J.CREMERS h 2 KENNETH L.EDWARDS "' Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax(631) 765-3136 RICHARD CAGGIANO Oy�O,( �aO� PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Michael Verity, Principal Building Inspector FROM: Robert G. Kassner, Site Plan Reviewer RE: Breezy Sound Motel Route 48, Greenport SCTM# 1000-45-1-2.1 DATE: August 31, 2001 The above project received Planning Board approval on October 13, 1989, for a motel complex containing 68 units located in five buildings. Foundations were poured for units B on the north west side of the property and unit C on the north east side of the property as shown on the plan dated July 9, 2001. A top of bluff line was shown on this approved plan. The two foundations were one hundred feet from this bluff line. The project stopped after these foundations were poured. The original approval has expired and we are now reviewing a new application for this project, which is essentially the same as the original project. Our environmental consultant, Charles Voorhis, in a report on this project dated June 20, 2001, copy attached, recommended that a new bluff line be established, as erosion over the past years may have caused the top of the bluff to move landward. As a result, the question arises as to whether the foundations need variance. Further, our consultant recommended a determination be made as to whether the two Previously poured foundations are structurally sound. You may wish to have an engineering review of the foundations. We would be available to offer any necessary assistance. Encl. Cc: Greg Yakaboski, Town Attorney Gerard P. Goehringer, Chairman Zoning Board JUN-22-2001 0:2:6 516 425 12"7 P.01i01 1 NUMN, POPE &VOORKW, LLC `q,1 'L eNMONMBNTAL • MWING • CONSUPINO 872 WALT WNln1AR ROAD.Y6W1 A RY 11767.71!8 18511 427-660 7A% (63t) 447.8820 npv@nr4wpope.m WMOR:ANDVM BY FAX ONLY To: Robert Kassner Fax: 765-3136 From: Shana Lacey Dater June 20, 200 Re: Breezy Sound, Greenport NPV No. 98106 Dear Robert, I am in receipt of your letter to Patricia C.Moore dated May 30,2001 requesting that the wetland located in the southern portion of the site be depicted on the site plan and that a permit will be required from the Town Trustees. Additionally,the fivshwater wetland,as identified in the letter to Trustee Albert Krupski from the Cornell Cooperative Extension dated May 21, 2001,was also identified in NP&V's review of the subject application in 1998. As you know, this wetland is not regulated by the NYSDEC, and was thought to have been recently created during the 1998 review. As such, it was recommended that preservation of this area did not appear warranted. As the wetland depression has persisted for a period of at least three years, it recommended that the wetland be reinvestigated to determine significance so that the appropriate setbacks may be determined. Further, an accurate bluff line should be depicted on the proposed project plans, as erosion over the last three years may have caused the top of the bluff to change. An accurate depiction of this environmentally sensitive feature should be depicted on the revised plans so that impacts associated with the project may be reassessed and identified. Please refer to your legal department as to whether the existing foundations on site are gtaad- fathered. It should be determined by the Town Engineer of Building Inspector if the foundations, are structurally sound at this time. Please forward copies of the project plan depicting the wetland boundary and the current location of the bluff for ftuther review, and do not hesitate to call should you have any questions or require any additional information. Sincerely, Shana P><ge 1 TOTPL P.01 PATRICIA C. MOORE 46F Attorney at Law _C0VW 51020 Main Road Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Secretary August 7, 2001 �y % Bennett Orlowski, Jr. , Chairman p,:re 44 Southold Town Planning Board, and + x Southold Town Zoning Board of Appeals AUG U 9 201 Gerard P . Goehringer, Chairman SoutholdTown Town Hall pllhigyBoard 53095 Main Road lia P.O.Box 1179 Southold, NY 11971 (BY HAND) Re: Breezy Sound Corp Dear Chairmen and Boards : In response to your requests enclosed please find six prints of the following: 1 . Dimensional plan 2 . Grading, Drainage & Utility plan which includes A. the location of the "intermittent Standing Water" on the Southwesterly corner of the property. According to the experts at Barrett, Bonacci & VanWeele this Wet depression is not a "wetland" . Cornel representative Chris Pickeril inspected the property and observed Puddle Ducks in area of water retention. It is our understanding that the County will be disturbing the area during the Road relocation and the majority of this wet area falls on the adjacent parcel . The plans of this project retain the vegetation. The area of standing water and vegetation will not be disturbed, a retaining wall will separate the proposed development from the wet area. We will submit the project plan to the Town Trustees for their review and, if necessary, a permit . B. We have shown the Bluff Line (erosion line)verified by Barrett, Bonacci & VanWeele, also shown on the plan is the Town Approved setback line, and the Coastal Erosion Hazard Line . The "top of Bluff" was established by the Town, we have shown the existing contours of the property, the "top of bluff" is too subjective for further identification . The foundations which were placed 100 ' from the Towns designated line are constructed, will be used, and we can stipulate that the foundations will not be closer to the Town' s designated bluff line . The land will be stabilized once the project is started. Hay bales have been recommended to protect the bluff (see erosion control plan) . 3 . Road Profiles and Site Details 4 . Amended Site Plan which includes Planning Board requested revisions of landscape plan for the entrance and relocation of entrance as recommended by State DPW. 5 . Erosion Control Plan It is my understanding that the Planning Board had forwarded a copy of this plan to the Southold Town Trustees for their review. Please let me know if you have received a response . I believe that we have submitted a plan which includes both board' s comments . Therefore we would respectfully request that your proceed with your review and approval . If there is anything else you need please do not hesitate to contact me . Very tr�ly yours, r \_ Patricia C. Moore 0 0 PLANNING BOARD MEMBERS ��gpFF0j/( 0 BENNETT KI,JR. Town Hall, 53095 State Route 25 Chaairmanirman =0 Gyp P.O. Box 1179 WILLIAM J. CREMERS to Z Southold,New York 11971-0959 KENNETH L. EDWARDS �y • �� Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 30, 2001 Patricia Moore, Attorney at Law 51020 Main Road Southold, NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport, NY 11944 Dear Mrs. Moore, This is a follow up to my letter of June 25, 2001, in which we requested the recently observed wet area be shown on the site plan. The new top of bluff line and Costal Erosion Hazard Line must also be shown on the revised site plan, reflecting the erosion that has taken place since the original plan. A determination will be made regarding the question of grand fathering the existing foundations. A letter from a professional engineer will be required concerning the integrity of the existing foundations. If you have any questions, please contact this office. 4Sinc ly o ert G. K/ss Site plan Reviewer aEENPOq CHIEF WAYDE T.MANWARING G l (631)477-9801 -ST�A'1't 1 1sT ASST.CHIEF PETER W.HARRIS (631)477-9803-STATION 2 2N°ASST.CHIEF MICHAEL J.VERITY (631)477-1943-CHIEFS OFFICE (631)477-4012-FAXIMESS CHAPLAIN C.KUMJIAN P.O.BOX 58 TREAS.L.TUTHILL THIRD STREET SECRETARY L.TUTHILLGREENPORT, NY 11944 RECORDING SECRETARY C.CAPRISE A.�qE. DEQ ',. Organized 1845 3"aF' July 15, 2001 JUL 16 210 Southold Town Plan Mr. Robert G. KassnernSJ1g 1308 1 Planning Board Office Town of Southold PO Box 1179 Southold, NY 11971 Dear Mr. Kassner: The Greenport Fire Department Board of Wardens has reviewed the survey, dated August 7, 2000 for the Site Plan for Breezy Sound, Route 48 in Greenport. The Board finds that there is sufficient fire protection in this area. This decision is valid for one year from the date of this letter. Sincerely, Cynthia Caprise Recording Secretary 0 0 PLANNING BOARD MEMBERS '�gOFFO(,f�, BENNETT ORLOWSKI,JR. �� D�j Town Hall, 53095 State Route 25 C y� P.O. Box 1179 Chairman WILLIAM J. CREMERS CI! Z Southold,New York 11971-0959 KENNETH L. EDWARDS �+' T Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. �ij, `� Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 25, 2001 Patricia Moore, Attomey at Law 51020 Main Road Southold, NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport, NY 11944 Dear Mrs. Moore, This is a follow up to my letter of May 30, 2001, in which we requested the recently observed wet area be shown on the site plan. The new top of bluff line must also be shown on the revised site plan, reflecting the erosion that has taken place since the original plan. A determination Will be made regarding the question of grand fathering the existing foundations. If you have any questions, please contact this office. qSincerlyyI 6�(o e . Kassner Site plan Reviewer Cc: Edward Forrester, Director of Code Enforcement PLANNING BOARD MEMBERS ��gUFFO(,t c BENNETT ORLOWSKI,JR. =�0 OGSZ Town Hall, 53095 State Route 25 Chairman -1 P.O. Box 1179 WILLIAM J. CREMERS vii Southold, New York 11971-0959 KENNETH L. EDWARDSDy • Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax (631) 765-3136 RICHARD CAGGIANO 'flpl �aO PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Gregory Yakaboski, Town Attorney FROM: Robert G. Kassner, Site Plan Reviewer RE: Environmental Consultants Report �"\ Breezy Sound Corp. SCTM# 1000-45-1-2.1 DATE: June 25, 2001 The Planning Board has received the attached report. The original project received Planning Board approval on October 13, 1989. Several foundations were poured and the project was abandoned. The original approval has expired, and we are now reviewing a new application for this project, which is essentially the same as the original project. The bluff line has eroded since the original approval and wetlands have been discovered near the old foundations. The applicant maintains that the existing foundations are grandfather and cannot be moved. When we receive the revised plan showing the new bluff line and wetland location, the foundations may not meet the minimum setbacks. 0 0 Please advise the Board if the foundations are grandfathered as stated by the applicant. Cc: Edward Forrester, Director of Code enforcement JUN-22-2001 13!L6 516 425 12'-7 P.01/0i NBLWHj g2fz &WORMS, LLC `5U123F ENMONMUNTAL • p6%MNG • CONSUt,T1Na M WALT VntIT4M1 ROAO,116 VAIE.NY 11767.2 M 15311 477.5666 TAX (63t) 627.5620 npv@neuonpope.mm MEMORANDUM BY FAX ONLY To: Robert Kassner Fax: 765-3136 From: Shama Lacey Dater June 20,2001 Re: Breezy Sound, Greenport NPV No. 98106 Dear Robert, I am in receipt of your letter to Patricia C.Moore dated May 30,2001 requesting that the wetland located in the southern portion of the site be depicted on the site plan and that a permit will be required from the Town Trustees. Additionally, the freshwater wetland, as identified in the letter to Trustee Albert Krupski from the Cornell Cooperative Extension dated May 21, 2001,was also identified in NP&V's review of the subject application in 199. e syop now thiss w p4,,is not re ular�� by he SD and was thought to have been recently created during the 1998 review. As such, it was recommended that preservation of this area did not appear warranted. As the wetland depression has persisted for a period of at least three years, it recommended that the wetland be reinvestigated to determine significance so that the appropriate setbacks may be determined. Further, an accurate bluff line should be depicted on the proposed project plans, as erosion over the last three years may have caused the top of the bluff to change. An accurate depiction of this environmentally sensitive feature should be depicted on the revised plans so that impacts associated with the project may be reassessed and identified. Please refer to your legal department as to whether the existing foundations on site are grand- fathered. It should be determined by the Town Engineer of Building Inspector if the foundations. are structurally sound at this time, Please forward copies of the project plan depicting the wetland boundary and the current location of the bluff for further review, and do not hesitate to call should you have any questions or require any additional information. Sincerely, Shana Pager TOTAL P.01 r * • PLANNING BOARD MEMBERS OSUFFU�,�c Town Hall, 53095 State Route 25 BENNETT ORLOWSKI,JR. G = y� P.O. Box 1179 Chairman c Southold, New York 11971-0959 WILLIAM J.CREMERS N 2 KENNETH L.EDWARDS �y • �� Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax (631) 765-3136 RICHARD CAGGL4NO PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Jamie Richter, Town Engineer FROM: Robert G. Kassner, Site Plan Reviewer RE: Breezy Sound County road 48, Greenport SCTM# 1000-45-1-2.1 DATE: June 25, 2001 The Board has received the enclosed report from its Environmental Consultant. Please inspect the existing foundations to determine if they are structurally sound. UN-22-2001 13:L6 516 425 12E7 P.01i01 1 NELSON, POPE &WORMS, LLC E NVIRONMANTAL • PLANNING • CONiUMINe YJ�S 970 WALT MUTMAN ROAD,U ML[E,M'11747.7186 ./ 19311 43x•5609 FAX 031) 447.5870 np�nala*Pepe-mm MEMORANDUM BY FAX ONLY To: Robert Kassner rax: 765-3136 From: Shane Lacey .9 1 Date: June 20, 2001 Re: Breezy Sound, Greenport NPV No. 98106 Dear Robert, I am in receipt of your letter to Patricia C.Moore dated May 30,2001 requesting that the wetland located in the southern portion of the site be depicted on the site plan and that a permit will be required ¢om the Town Trustees. Additionally, the freshwater wetland, as identified in the later to.Trustee Albert Krupski from the Cornell Cooperative Extension dated May 21, 2001,was also identified in NP&V's review of the subject application in 1998. As you know, this wetland is not regulated by the NYSDEC, and was thought to have been recently created during the 1998 review. As such, it was recommended that preservation of this area did not appear warranted. As the wetland depression has persisted for a period of at least three years, it recommended that the wetland be reinvestigated to determine significance so that the appropriate setbacks may be determined. Further, an accurate bluff line should be depicted on the proposed project plans, as erosion over the last three years may have caused the top of the bluff to change. An accurate depiction of this environmentally sensitive feature should be depicted on the revised plans so that impacts associated with the project may be reassessed and identified. Please refer to your legal department as to whether the existing foundations on site are grand- fathered. It should be determined by the Town Engineer of Building Inspector if the foundations. are structurally sound at this time, Please forward copies of the project plan depicting the wetland boundary and the current location of the bluff for further review, and do not hesitate to call should you have any questions or require any additional information. Sincerely, Shane Page 1 TGTRL P.01 515 425 12L r P.01 rr�r NMWN, POPE &WORMS, LLC ENVIRONMENTAL • PLANNING • CONSULTING II 372 WALT WIiCf ROAD,MELVILLE.W 11747.2186 (ball 4V-5668 FAX (631) 4275510 apKJ4nd,enpopecom M-EMORANDUM By FAX ONLY To: Robert Kassner Fax: 765-3136 From: ShanaLacey,,O Date.: June 20, 2001 Re: Breezy Sound, Greenport NPV No. 98106 Dear Robert, I am in receipt of your letter to Patricia C. Moore dated May 30,2001 requesting that the wetland located in the southern portion of the site be depicted on the site plan and that a permit will be required from the Town Trustees. Additionally,the freshwater wetland, as identified in the letter to Trustee Albert Krupski from the Cornell Cooperative Extension dated May 21, 2001,was also identified in NP&V's review of the subject application in 1998. As you know, this wetland is not regulated by the NYSDEC, and was thought to have been recently created during the 1998 review. As such, it was recommended that preservation of this area did not appear warranted. As the wetland depression has persisted for a period of at least three years, it recommended that the wetland be reinvestigated to determine significance so that the appropriate setbacks may be determined. Further, an accurate bluff line should be depicted on the proposed project plans, as erosion over the last three years may have caused the top of the bluff to change. An accurate depiction of this environmentally sensitive feature should be depicted on the revised plans so that impacts associated with the project may be reassessed and identified. Please refer to your legal department as to whether the existing foundations on site are grand- fathered. It should be determined by the Town Engineer of Building Inspector if the foundations are structurally sound at this time. Please forward copies of the project plan depicting the wetland boundary and the current location of the bluff for further review, and do not hesitate to call should you have any questions or require any additional information. Sincerely, Shana Page 1 TOTRL P.01 r PLANNING BOARD MEMBERS ��gUFFO(,�CO Town Hall, 53095 State Route 25 BENNETT ORLOWSKI,JR. P.O.Gy� P.O. Box 1179 Chairman WILLIAM J. CREMERS C-* Z Southold, New York 11971-0959 KENNETH L.EDWARDSDy • �� Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax (631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 30, 2001 Patricia C. Moore, Attorney at Law 51020 Main Road Southold, NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport, NY 11944 SCTM# 1000-45-1-2.1 Dear Mrs. Moore, The Planning Board has received the enclosed report from the Town Trustees, it is being sent to you for your attention. Please indicate the wetland on a revised site plan. A permit will be required from the Town Trustees. If you have any questions, or require assistance, please contact this office. (V:kass ner Site Plan Reviewer Encl. 05/29/01 TUG i4M FAX 518 765 "..868 Southold Tot,n Accounting 16402 ' May 28 01 1i : 28a �ornell rooperatlue Ext. P 18526662 p. 2 CarnE,ll Cooperative Extension Suffolk County suffift County ararme rd:dal W-5660 Envlraameaud Learning Center Ffc eat$62-0662 a690 Cadar 9"0%Road w..w,cMWrrmltedWearEWk 3oudzid,NY 11971 Albe.•t J. Xrupski?r, Mav 21, 2001 President Southold Town Trustees Town Hall 53045 State Route 25 Southold,NY 11971-0959 Re: Elteezy Sound Motel MAY 2 3 lFr,; CR 48, Greenport SCTIvIi?,' 1000-45-1-2,1 Dear nor, Kraps-ldI As per your request I recently visited the`Breezy Sound Motel"site to look for the presence of wetlands. Based on this visit,I can corroborate Mr.Kassnor's observations as noted in a memo to you dated March 14,2001. I observed wetlands in and around the southern comer of the lot. The wetlands begin just off CR 48 and continue to the northwest extending beyond the western property boundary and onto the adjacent lot, Determining the history and context for this system is complicated by the fact that significatrt earthmoving and/or clearing occurred some time over the last approx. 20years. Given the relatively small size of this area I would think that it is no t regulated by the NYSDEC. However,based on my observations,these wetlands are large and persistent enoagh to support water dependant wildlife. Puddle ducks were observed in one of the pools during my visit. If I can be of any further assistance regarding this matter,please feel free to contact me. Since y� Chas Plckcrell Ecological Restoration and Wetland Specialist CORNELL COOPERAr IVE EXTENSION -_Marine Program Helpir..g You Put Ifnou'ledge to Warlt Cornell CYwpuni,ve g,lmufon�ruafdus egvel pod»rn aM emrlpymL'n,eppveunilKa NYS rallega(AS'IFullun aoJ Uh Ec�arµra,NYS C1111etn or aomau anfloay,and NYS fallate of vnvinury MdL^Ine at[LnNI Viaverirv.Cmaaelive 9.xnu;,in awnaiuux nw.m w..,+�..�+. ...� c n......,......r n,..:.dm...........i.... 08�FHiJ1 TU 14-1j8 FA3 51� i6S _5F6 Southold To, 11 Accountins 2002 May 23 Caoperati+ e Ext. 63528662 f/p- 2 nd V�C-ffCJI- Come'll Cooperative Extension K Suffolk C'ouuty s,.tr.dk County Mnrtoo ret:663 eU-0660 Eavimasntmal Learning Center Pen fist UZ-0662 - 969th U.dar E.enh Road www.ca.cnnmLl.odWeuneL4 Sauttnid,NY 119% Atbe:-t 3, Krupski?r. Mav 21, 2001 President Southold Town Trustees Town Hall 53095 State Route 25 Southold,NY 11971-0959 Re: Breezy Sound Motel MAY 2 3 CR 48, Greenport SCTM9 1000-45-1-2.1 Dear Mr. Krupski: As per your request I TM.enlly visited the"Breezy Sound MOW"site to look for the presence of wetlands. Based on this visit, I can corroborate W.Kacsner's observations as noted in a memo to you dated March 14, 2001. I observed wetlands in and around the southern comer of the tat. The wetlands bogin just off CR 48 and continue to the northwest extending beyond the western property boundary and onto the adjacent lot. Determining the history and context for this system is complicated by the fact that significant earthmoving and/or clearing occurred some time over the last approx. 20years. Given the relatively small size of this area I would think that it is not regulated by the NYSDEC. However,based on my observations, these wetlands are large and persistent enougb to support water dependant wildlife. Puddle ducks were observed in one of the peois during my visit. If I can be of any further assistance regarding this matter,please fael free to contact me. Siace G Chris Prckaell Ecologr::al Restoration and Wetland Specialist CORNELL COOPERATIVE EXTENSION Marine Program Helpind You Put Kttcu ledge to Work CurnctCYvgrelre E>Wvnwr fMntldusuquel Oro�tpn>M emeeynieM eppvluniliW.NYS['allegedAerlvvilum mJ UfeseleM I 5011lt•Cn of Num.e£'oology.+nQ NYS Snllage cf Vmuinuy MwWlnn ar fipigll l'averll¢f'meweiive 6rter>Inn bvnciiinix rcuwry ww...:..w.+:.. ...a r c n_..._.-..,r...:.,.o..........+ .... PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. o�0$UFFO(� c0 Town Hall, 53095 State Route 25 0.2. Gyp Chairman P.O. Box 1179 WILLIAM J. CREMERS di ;x Southold, New York 11971-0959 KENNETH L.EDWARDS �y • �� Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 15, 2001 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: Proposed Site Plan for Breezy Sound Corp. SCTM # 1000-45-1-2.1 Dear Ms. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, May 14, 2001: RESOLVED, that the Southold Town Planning Board adopt the Town Consultant's report, dated January 30, 2001, with the following amendment (number corresponds with number in report): 2. There shall not be any access structure to the beach without any necessary permits from the Southold Town Board of Trustees and the Building Department. Please contact this office if you have any questions regarding the above. V truly yours, tt rl ws i, r. Chairman encl. NELSON, POPE & VOORHIS, LLC 1 E N V I R O N M E N T A L PLANNING C O N S U L T 1 N G �I CHARLES J.VOORHIS,CEP,ACIP•ARTHUR J.KOERBER.PE VINCENT G.DONNELLY,,PE. VICTOR BERT,PE.•JOSEPH R.EPIFANIA.RE-ROBERT G.NELSON,JR.,PE. PAUL M.RACZ,P.L.S. January 30, 2001 Mr. Robert G. Kassner Southold Planning Board Town Hall, 53095 Main Road P.O. Box 1179 D Southold, NY 11971 Re: Review of Long EAF Breezy Sound Corp. JAM 31 2001 6147 County Road Route 48, Mattituck SCTM No. 1000-45-1-2.1 South®ld7own N&PV No. 98106 PhImma Dear Mr. Kassner. As per your request, we have completed a preliminary review of the above referenced action, which is an Unlisted action under the State Environmental Quality Review Act. The project is currently known as Breezy Shores, although the original application was made under the name of Cliffside. The 7.13 acres subject site is located on the north side of North Road (County Road 48) approximately 200 feet east of Chapel Road in the Town of Southold. The proposed action involves the construction of a 68-unit motel complex with kitchenettes in all units. In addition the applicant proposes a pool house,swimming pool, office, and a manager's apartment. The property would be accessed by a single drive, which would loop to serve the proposed units. Seventy-nine (79) parking spaces are provided, including four (4) handicapped stalls based on one per unit and 10 employee spaces as required by code. The use will be connected to public sewers and public water supply. The property is zoned Resort Residential (RR). The site plan meets the requirements for minimum lot area and yard setbacks within the zone. The livable floor area requirement under the Bulk Schedule for Resort Residential District in the Town Code is 850 SF except one- bedroom or studio in multiple dwellings may have 600 SF. There is no indication on the Site Plan or within the EAF of the proposed unit size. We understand that floor plans have been submitted and the applicant's attorney indicates units will not exceed 600 SF. The project site is located on a bluff overlooking Long Island Sound, and steep slopes of over 15 percent are present along the bluff as well as in the interior of the site. Under'existing conditions, the bluff is vegetated with a variety of maritime shrub species. Much of the remainder of the site Pad 1 572 WALT WHITMAN ROAD. MELVILLE, NV 1 47-2166 [631] 427-5665• FAX 16311 427-5620 • w,,.nelsonpope.com Breezy Shores @ Southold LEAF Part 1 Review was cleared when construction was initiated in the late 1980's, and grading and filling has altered the original topography of the site. This gradinghas created a wet area in the southwestern corner of the site which supports a limited number of wetland plant species. NP&V has reviewed the past SEQRA documents prepared for the subject application, which was originally submitted in the early 1980's. A Draft Environmental Impact Statement (EIS) was submitted in July, 1985, with a final revision in October 1987. A Supplemental Draft EIS was then completed to further address specific concerns, and the documents were accepted as a compete Draft EIS on October 18, 1988. Szepatowski Associates Inc., Environmental Consultants & Planners, prepared the Final EIS in February 1989 responding to separate written comments on the Draft EIS and testimony from a November 14, 1988 hearing. No findings statement was adopted by the lead agency, however, the Final EIS contained several recommendations which were referred to as the "findings" of the lead agency. The "findings" included in the Final EIS were as follows: The Lead Agency would find an alternative that: a) increases the amount of natural buffer to a minimum of thirty feet along Middle Road and on the east and west sides of the property; b) that reduces the unit count to 58 or reduces the individual unit size to 450 s f. at a maximum of 74 units c) reduces the buildings facing on Middle Country Road to one story, and d) incorporates the findings on the subjects of traffic, visual impact, water supply and sewage disposal, recharge, and shoreline and erosion control, will minimize environmental impacts to the greatest degree practicable. The latter general statement included the following recommendations from the body of the Final EIS: As sight distance is of concern at a curve immediately west of the site, a reduction in the number and size of the units is suggested to mitigate traffic impacts, Greater set-back of the buildings along C.R. 48 is recommended, and a berm with coniferous trees (other than blackpines) should be provided to minimize visual impacts. As potable water supplies are limited, a separate well for irrigation, pool use and air conditioning is recommended. Use of drought-resistant vegetation and an automatic sprinkler system activated by soil moisture are also suggested. Page 2 Breezy Shores @ Southold LEAF Part 1 Review Due to the presence of soils with low permeability on site, redesign of the drainage system to accommodate a six inch design storm with no increase in runoff was requested to minimize erosion of the bluff. A reduction in the impervious surfaces on site is suggested to aid in accomplishing this. The proposed concrete walkway to the beach should be replaced by an elevated wooden walkway to minimize disturbance of vegetation and erosion of the bluff. Silt fencing must be installed prior to removal of topsoil on site, and runoff must not be allowed to pool on site during construction. Runoff should be recharged near C.R. 48 or near the center of the site rather than along the bluff. Reduction of the proposed unit size from 911 sf. and 1042 sf. to 450 sf is suggested as more reasonable for a motel unit to minimize the likelihood of long-term residency. A final site plan was then approved on December 18, 1989, which incorporated some,but not all, of the recommendations outlined in the Final EIS. Construction was initiated following approval of the site plan, but the work was never completed. The site was cleared and preliminary grading was undertaken, with topsoil stockpiled near the proposed tennis courts. Foundations were poured for the two proposed buildings nearest the bluff, and are still present. A small frame cottage also remains on the property from an earlier use, but the garage has been removed. The applicant now wishes to resume construction of the proposed motel, however, the approval has expired and a new SEQRA determination is necessary. The following text will discuss the existing conditions and potential impacts of the proposed project in more detail. Geologic Resources There is a potential for erosion impacts as a result of the proposed project. The project site is located on a bluff overlooking Long Island Sound, and steep slopes of over 15 percent are present along the bluff as well as in the interior of the site. Alteration of the topography of the property occurred in conjunction with preliminary construction activities, and a tow, wet area with steep slopes was created in the southwestern portion of the property. The bluffs along the north shore of Long Island typically experience ongoing erosion due to wind and wave action, and the Town Code requires a 100 foot setback from the top of a bluff for new construction. The Town delineated the edge of the bluff for the original application, and a 100 foot buffer will be maintained from this line to minimize erosion impacts. The height of the bluff is approximately 30 feet, with lower elevation at a slight swale to the northeast. The proposed setback is expected to provide adequate protection of the bluff, although revised grading and drainage plans should be reviewed by the Town Engineer to insure that runoff is contained on site. In addition, the erosion control plan should also be reviewed by the Town Engineer to minimize loss of soils during construction. Page 3 Breezy Shores @ Southold LEAF Part 1 Review The original topography has been altered by grading in preparation for construction. Fill was deposited to raise the elevation of proposed buildings A and D. As extensive disturbance has already occurred, completion of the project is not expected to result in further impacts, as long as sediment and run-off is contained on the upland portion of the site. If the applicant seeks approval for beach access, a wooden walkway is recommended consistent with the Final EIS. None has been depicted on the site plan. Water Resources The elevation of groundwater beneath the subject site is approximately 0 to 1 foot above mean sea level (msl) according to the 1997 SCDHS map, and the topographic elevation is ranges from 0 to approximately 58 feet above msl in the northeastern portion of the site. Thus, although the depth to groundwater is approximately 0 to 57 feet below the surface, although the minimum depth within the proposed development area is more than 30 feet. This should not present constraints on the proposed project. There are no natural freshwater features on the subject site, although a vernal wet area was created by the grading of the site in conjunction with prior preparation for development (see Ecological Resources Below). Significant impact to Long Island Sound is not expected as a result of the proposed project. The project will be served by the existing water and sewer districts, and no wastewater discharge to groundwater is anticipated. As was recommended, in the FEIS, an irrigation well is proposed on the revised site plan. This will minimize the impact of the project on the local water district. The applicant may wish to consider an alternate source of water supply for the pool. Water quality tests should be conducted and SCDHS consulted. The applicant should advise the Planning Board of the final decision with justification that public health will be protected. Ecological Resources At the time the Draft EIS was prepared, the habitats found on the subject site included successional woodland on the upland portion of the property and maritime shrubland along the bluff. The shrubland along the bluff remains intact, but most of the remainder of the site was cleared and the topsoil stockpiled in preparation for construction. As described in the Draft EIS, this portion of the site originally contained a successional woodland habitat dominated by locusts, cherry and other early successional 'tree species. The cleared areas are now characterized by early successional herbaceous species and scattered shrubs, and there are barren areas where erosion has not permitted recolonization. Page 4 Breezy Shores @ Southold LEAF Part 1 Review The landscaping plan as recommended as part of the final review ensures that buffer areas augmented by native plantings create vegetated buffers of 30 and SO feet along the side and rear yards, respectively. As was discussed above, a small wet area was created in the southern portion of the site by grading activities. This area is too small to beregulated as a wetland by the NYSDEC under Article 24, which only regulates wetlands of less than 12.4 acres if they are deemed of "local significance". As the wet area was recently created, it does not appear to meet the criteria for local significance. In addition, the Southold Town Code regulates only those features included under Article 24. Although this area does have limited value and might develop into a true wetland over time, there are extensive natural wetlands in the area. Revision of the site plan to preserve this area does not appear warranted. However, the Army Corps of Engineers (ACOS) has traditionally regulated small wetlands which possess characteristics of wetlands by the three parameter delineation approach (although this authority has been called into question in another ACOE District). Under ACOE Nationwide Permit 39,fill of such features is allowed up to Y4 acre. Therefore the feature should be delineated, mapped and a jurisdiction request sent to ACOS. If it is within a proposed development area and is regulated, a notice of intent should be sent to ACOE if a fill action is permitted under Nationwide Permit 39. Land Use The proposed use is consistent with Town land use goals as reflected in the zoning map. The land use in the vicinity of the site is a mix of residential uses, motels, vacant land, and a nursing home. The uses immediately abutting the site include a small single family home and an estate with several buildings to the west, and a motel complex to the east. The nursing home is located south of the site across C.R. 48. There are other motel uses along the Sound, as well as a condominium complex further to the west of the site. There are vacant lands in the area, including a large parcel owned by the Village of Greenport which includes a wetland system associated with Moore's Drain. The project site is zoned for Resort Residential development, as is the entire area north of C.R. 48 for approximately V2 and %4 mile west and east of the site, respectively. To the south of C.R. 48, the zoning is Residential-80 to the west of Chapel Lane, and Hamlet Density to the east, with the exception of the parkland with the Village of Greenport. As was discussed above, the proposed project meets the dimensional requirements within the Code, with the exception of maximum unit size of 600 SF. The floor plans should be reviewed to ensure conformance with the code. Page 5 Breezy Shores @ Southold LEAF Part 1 Review Traffic The Board should request an updated traffic study or SCDPW approval of this curb cut with consideration of impacts on the County Road. The traffic study contained with Draft EIS indicated that the proposed project was expected to increase traffic generation on C.R. 48 by approximately 10 percent. Existing traffic levels on C.R. 48 have increased since the Draft EIS was completed, therefore the percent increase to be generated by the proposed project would have decreased. However, seasonal traffic and highway capacity may need to be considered. Traffic generation and the resulting impact remain a concern with regard to the project. The subject site is located just east of a sharp curve, which is the location of frequent accidents and limits sight distance to the west. In order to minimize traffic impacts, the site access has been located away from the curve and acceleration/deceleration lines are provided. Visual Resources Preservation of the rural character of Southold is a high priority within the Town, and thus views along C.R. 48 should be retained as much as possible. The Final EIS suggests construction of a berm along C.R. 48 with evergreen vegetation, as well as reduction in the height of the two buildings located at the highest portion of the property near the road. A vegetated berm would partially screen the proposed development from the road, and a reduction in building height would offer additional mitigation consistent with the Final EIS. The proposed project meets the building setbacks required under Town code. Augmentation of the existing edge of vegetation is proposed to maximize screening of the proposed development as recommended within the Final EIS to minimize visual impacts. No berm is shown on plan, however supplemental plantings are noted on the plan for the east and west property lines. A landscaped berm is recommended at the limit of the disturbance area at the southern portion of the site. Other Resources Landscape techniques should be used to minimize visual impacts on CR 48. Impacts on community services such as police, fire and school districts are expected to be minimal. Although a slight increase in demand for services is expected, tax revenues generated by the project should offset this demand. There will be a beneficial impact on local schools, as tax revenues will increase without a corresponding increase in demand for services. In sununary, the primary concerns related to the proposed project are the potential for erosion, land use impacts, size of individual units, visual impacts, site access, and traffic impacts as a result of the proposed project. A portion of the vegetation on site has already been cleared, although a small vernal wet area was created by filling on site. Page 6 Breezy Shores@ Southold LEAF Part 1 Review This review together with the Long EAF Part I, Part II and the information contained within the Final EIS should be sufficient to allow the board to make a determination of significance. The conditions on site and in the vicinity of the project have not substantially changed, and the Final EIS provides a complete record of environmental review, which takes a hard look at the proposed project. In addition, the project was previously approved and construction commenced. At this time site plan improvements can be made so that the final approval conforms as much as possible to the findings statement contained within the Final EIS. If the applicant wishes to change aspects of the plan from what was reviewed and concluded in the EIS process a Supplemental FIS would be appropriate under Part 617.9 (a)(7). The following is a summarized list of mitigation measures included as findings within the Final EIS and identified in this review. 1. The revised grading, drainage and erosion control plan should be reviewed by the Town Engineer prior to approval to ensure that runoff is contained within the upland portion of the site and is not directed toward the bluff to minimize loss of soils during construction, particularly near the bluff. It is recommended that hay bales be used to prevent sediment transport in the area of the "existing structure to be removed". The limit of clearing should be accurately depicted in the southwest part of the site on the revised grading, drainage and erosion control plan. 2. Beach access, if proposed, should be a wooden walkway on pilings with minimal erosional impact to the bluff. This would require separate approval from the NYS Department of Environmental Conservation. No walkway is shown on plan. 3. The proposed well installed on site for irrigation, air conditioning and pool use, as was recommended in the Final EIS is provided. This would require separate approval from the SCDHS and the NYSDEC depending on the capacity of the new pump. The applicant should justify the use of this well for pool water supply to ensure that public health is protected. 4. The revised landscape plan depicts native plantings to provide the recommended buffers along the yards. However, no proposed construction of a berm along C.R. 48 with evergreen vegetation is shown to minimize visual impacts. Some small berm with landscaping adjacent to the parking area at the edge of existing vegetation is recommended for visual mitigation. Page 7 Breezy Shores @ Southold LEAF Part 1 Review 5. No indication has been made of the proposed unit size in the application as forwarded to our office. However we understand that floor plans have been submitted and the applicant's attorney has indicated a unit size of 600 SF. Prior findings indicated a reduction should occur in which the unit count is 58 or the individual size of the units are 450 SF at a maximum of 74 units. Floor plans should be reviewed to ensure compliance with the Zoning Code and prior findings. If the units size is 600 SF, the Board should determine if a reduction in the number of unit is appropriate as was previously required in the Final EIS "findings." 6. The Board should request that a traffic study be prepared by the applicant or SCDPW approval of the curb cut with consideration of impacts on this County Road provided. 7. Prior findings recommended a reduction in building height adjacent to CR 48. Building heights should be indicated, and height, architecture and landscape techniques used to ensure conformance with prior findings. We understand building elevations have been submitted to facilitate this review. 8. The wet depression on site should be depicted on the site plan and evaluated to ensure that compliance with the Clean Water Act Part 404 as administered by ACOE is achieved. If these measures are incorporated into the site design through an amendment of the site plan,. and if the Board is in agreement with this review, we believe there is an adequate basis on which to issue a Negative Declaration. Please advise this office how these items will be handled, Upon resubmission of information to the Town's satisfaction, we will complete the EAF Part II to support the Boards determination of significance. If you have any questions or wish any further input with regard to this matter, please do not hesitate to call. Very truly yours, NELSON P & VOORHIS, LC arles J. V his, CEP, AICP Page 8 J 0 PLANNING BOARD MEMBERS BENNETT ORLOWSKI,JR. =0 OGy� Town Hall, 53095 State Route 25 Chairman P.O. Box 1179 WILLIAM J. CREMERS N y Southold, New York 11971-0959 KENNETH L.EDWARDS -Pry Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax (631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 8, 2001 Charles J. Voorhis, CEP, AICP Nelson Pope & Voorhis, LLC 572 Walt Whitman Road Melville, NY 11747-2188 RE: Breezy Sound Motel CR 48, Greenport SCTM# 1000-45-1-2.2 Dear Mr. Voorhis, As discussed in your report dated January 30, 2001, the Board is sending you an amended site plan which addresses the eight mitigation issues contained in your report. They are as follows: 1. Revised grading, drainage and erosion control measures have been sent to the Town Engineer for review. 2. The site plan does not show any beach access. 3. The well on the site will be used for irrigation only. 4. The applicant has provided a revised landscape plan that is satisfactory to the Board. 5. The size of the units is shown on the floor plan. (End units = 591.2 square feet & interior units = 593.3 square feet). 6, The SCDPW will review the traffic concerns as part of the curb cut process. 7. The architectural Review Committee has approved the elevation drawings and building height. S. The wet depression has been submitted to the Town Trustees for review. We will let you know of their findings. It should be noted that the kitchenette units might not have been included in the original review of water concerns. The zoning Board on the original application prohibited the use of these kitchenettes, however, the ZBA is reconsidering this element and it now appears that they will be allowed. As discussed in your report, you will complete part II and make a recommendation for a determination of significance. If you have any questions, or require assistance, please contact this office. ince l az':Z�� Kassner Site Plan Reviewer Encl. 0 0 PLANNING BOARD MEMBERS �S11FF0(,4 c BENNETT ORLOWSKI,JR. � D�j Town Hall, 53095 State Route 25 'y P.O. Box 1179 Chairman p Southold,New York 11971-0959 KENNETH L. WILLIAM J. ELATHAMDWAR S w Telephone (631) 765-1938 �� ' GEORGE RITCHIE LATHAM,JR. Fax (631) 766-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Jamie Richter, Town Engineer FROM: Robert G. Kassner, Site Plan Reviewer 6V RE: Breezy Sound Main Road, Greenport SCTM4 1000-45-1-2.1 DATE: May 7, 2001 Please review the attached for drainage and erosion control. I 0 0 PLANNING BOARD MEMBERS �Q-*,Sf (,�C BENNETT ORLOWSKI,JR. hr0 C(�y Town Hall, 53095 State Route 25 Chairman G P.O. Box 1179 WILLIAM J.CREMERS N Z Southold, New York 11971-0959 KENNETH L. EDWARDSDy • �� Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax (631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 7, 2001 Cynthia Caprise, Secretary Greenport Fire District P.O. Box 58 Greenport, New York 11944 Dear Ms. Caprise: Enclosed please find one (1) survey, dated August 7, 2000, for the Site Plan for Breezy Sound, Route 48, Greenport. SCTM#45-1-2.1 6 The enclosed site plan is being referred to you for fire access review and for your recommendations as to whether any fire- wells are needed. Please specify whether firewells are shallow or electric. 0 The enclosed subdivision is being referred to you for your recommendation at to whether any firewells are needed. Please specify whether firewells are shallow or electric. Thank you for your cooperation. Very truly yours, Robert G. Kassner Site Plan Reviewer enc. PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Secretary May 3 , 2001 Bennett Orlowski, Jr. , Chairman Southold Town Planning Board, and D Southold Town Zoning Board of Appeals Gerard P . Goehringer, Chairman MAY 0 5 2001 Town Hall 53095 Main Road Souftw T&n P.O.Box 1179 PW Southold, NY 11971 (BY HAND) Re : Breezy Sound Corp Dear Chairmen and Boards : Enclosed please find six prints of the following : 1 . Dimensional plan 2 . Grading, Drainage & Utility plan which includes A. the location of the "intermittent Standing Water" on the Southwesterly corner of the property. According to the experts at Barrett, Bonacci & VanWeele this Wet depression is not a "wetland" B. Bluff Line verified by Barrett , Bonacci & VanWeele also shown on the plan is the Town Approved setback line, the Coastal Erosion Hazard Line and erosion line . 3 . Road Profiles and Site Details 4 . Amended Site Plan which includes Planning Board requested revisions of landscape plan for the entrance . 5 . Erosion Control Plan 6 . Sanitary Sewer and Water Main* 7 . Water Main, Drainage and Sanitary Details* It is my understanding that the Planning Board may forward a copy of this plan to the Southold Town Trustees for their review. I believe that we have submitted a plan which includes both board' s comments . Therefore we would respectfully request that your proceed with your review and approval . If there is anything else you need please do not hesitate to contact me . Very truly yours, Patricia C . Moore *Plans submitted to Greenport Sewer and SCWA PLANNING BOARD MEMBERS �O%tFF0j/(C ap Gyp Town Hall, 53095 State Route 25 BENNETT ORLOWSKI,JR. Chairman P.O. Box 1179 WILLIAM J.CREMERS ti Z Southold, New York 11971-0959 KENNETH L.EDWARDS �y . �� Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax (631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 27, 2001 Patricia C. Moore, Attorney at Law 51020 Main Road Southold, NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport, NY 11944 SCTM# 1000-45-1-2.1 Dear Mrs. Moore, The Planning Board has received the enclosed report from the Architectural Review Committee. The report is being sent to you for your information and attention. Please feel free to contact Co-Chairman Robert Brown at 477-9752 if you have any questions, or require assistance. ZSince , L o . Kassner Site Plan Reviewer Encl. 201 12:x1 515©573 FAIRkEATHER PAGE 02 Southold Town Architectural Review Camtnitft ' March 20, 2001 UK as 4:00 P.M. - Mambest PreM: Gartett Stress Rphat Brow. Theodore Cagmk,So dbold Samford Hama w. Matt A1ao mama dWS aero Robot rimmer,a well as rapremnarlves for Hmazy Sound Moral and&*Tow. EI RFZZY3Q= two*Ifs C,•"WoortL S1MM Due to mW coadWonb vinyl audits(140Mb rued)was approved im lieu of A0010110h,at S"aa:poatra F.1•"7moR LIOMtNo: Sub""am was reAmod. An altamata,more in dm** er with the Nada Pads was requested. The owner will provide m1tlru "aeleat ws. Moved by Sm 6W Hmemmar amid mcoaded by Theodore Cmrp to approve whh do above aee fi m,the nation wee APPROVED. I J MAR 26 2001 Southold Town Planning Board 5��,:'7:�9?3 FAIPbJEATHER BP.OWN PAGE 02 Southold Town Architectural Review CommhtCe March 20, 2001 Me at 4:00 P.M.- Mambets Paaasr: Gauen Strang Robert Brown 11eodom Carpok Somibold Samford Hammer.Maldtaek Also amending ware Robert Kammer,a well as rol resenudves for Breezy Sound Motel and SeaTow. SIbINo: ane to oke omaditioom,vinyl siding(140mpb reed)wee approved in Hsu of H01444"k at S"aaposvre, Fx7VA OR I.x*nlNo. Submission was reviewed. An sltft=*tunas is dtayow with the Notti Fork was requested. 77tm owner will provide alternative @@]motion& Moved by SwAmd Hammer mad wooded by Tbsodom Crpuk,to approve whh dha above aeadidttn,the sodas was APPROVED. SEA TOW., As the building in gmstk a was already minute to doe site,a vogetanon buffer of the miaimam of 6'bdw wasemocsmlMWM. Moved by ordet Strang and nomded by Robert Brown the mom@ w accept with the above ooadidam was gproad. ORIENT AY=dEA7 The flowing inknesdem is requved for the full review: I. Color of siding mo tg mad doors. 2. Exis ier UpWag Axon askodon 3- bimahaiaal oquk omw k mmdms d:general spedf estiom 4- Rodd: sir "on—type and location. TIDY GR: The fallowing intbtmaion is regvuod for the full review: 1- Coiner of ailing,roofq mend doors 2- Mamials M above 3- Window da The following isA ntreion is required for the hill review: 1- Cour of raiding,mofttg and dawn 3- ModmAnd egn4 mem leotafaam do general spaoillafim 4- Roof panst rrico type mad kmdon I k'E16 t MAR 26 2001 Southold Town' Hanning Board MOOFE LA:'I 3FrICFS; 631 '65 4643; AR-21 -3t 10:47; PATRICU C. MOORE ' Attorney at Law 51020 Hmn Road Sou hold, New Yotk 11971 %„J✓ L L Tel: (631)7654330 Fax: (631) 76511643 EA{'SIMTi - CGVF_ R_9HREM The pages comprising this facsimile transmission contain confidential information from Patricia C. Moore. This information is intended solely for use by the individual entity named as the recipient hereof. If you are not the intended recipient, be aware that any disclosure, copying, distribution, or use of the contents of this transmasion is prohibited. If you have received this transmission in error, please notify us by telept-one immediately so we. may arrange tc retrieve this tranamisaion at no cost to you. TO:-- DATE; O:_DATE: _, 3 I • U TOTAL NUMEER OF PAGES INCLUDING COVER SHEET IE' TRANSMISSION IS FAULT'_' OR INCOMPLETE, PLEASE CALL SACK AS SOON AS POSSIBLE. CLIENT NAME: �z�Ezy SoV tJ �u{c OPERATOR: T o`%; Pr1C�Fl" LA's4 b�'FZO'S, 6:3' 765 4643; 0r-21 -Oi i0:48; PAGE 2/5 PATRICIA C. MOORE Attorney at Law 51020 Main Road Suuthuld,N.Y. 11952 Tel-1516)765-4330 Fax:(516)'165-4643 N4argaret Rutkowski SeereIary March 21; X941 Bennett orlowski, Jr. , Chairman Southold Town Planning_ Dcard Town. Hail 53C55 Main Road P.O.Box 11_79 Southold, NY 11971 att : Bob Kassner Re : Arch_tectu-'al :Review Committee fror B-eezy Sound Corp. CR 46, Greenpo_t, NY near Bob: On March 20, 2001 the ARC met with Mr. Tedaldi of Breezy Sound Corp. , his architect and me . We discussed the following: 1 . The proposed Iightirig fixt•-res on the buildings were reviewed by ARC, the ARC recommended Nautical Style lighting fixtures . The clien` agreed to look for appropriately styled fixtures and submit to the ARC for consideration. The ARC and client agreed that additional qround lighting should be provided around the pool . The pole lights are indicated on the site plan and the opecificatione are attached. Fole lighting will be reviewed by Planning Staff for code complic;nre . 2 . The exterior material of the buildings was iscussed. The applicant insists on Horizontal Vinyl Siding clapboard style) which is maintenance free and will withstand the elements on the Long la -and So'.rnd. The applicant has proposed high \' cv: 631 765 4643, MAP-2" -01 10;45; PAGE 3/5 quality Vinyl 5" 140 m/hr Wind Resistant grade. Four members of the ARC were present, two members voted again$-- Vinyl and two members agree with applicant that Vinyl Siding was appropriate for ti-_is -,rmect . Because the vote ended in a tie- t'ney agreed to leave it to the Planning Board. However if Vinyl is acceptable, then the ARC has recommenaed the color aelec_ion of 'driftwood" with Whits trim =nd quality a5 outlined above. The app'_icant will accept the color selection and qua=lty grade . I believe the above reflects the discussions of ,he ARC meeting and we wi'.:1 proceed accordi-_gly. Very truly yours, pat:ticia C . Moore cc : Breezy Sound _orp. SRIv` C�: LA',:' Or".CE.:i; cS1 765 4643; NIAR-21 -C1 10:49; PA3E 4,,5 FROr e E.CGLAS F HERRLIN ARCHI� FkX NO. : 631 324 6144 �r. 12 2901 01:41PM Pi Arm-Mounted Rectilinear Cutoff Lighting Fi"ure T1po: DROERING SEQUENCE CATAL00 N4MM 0167. YOLTaAE NEW OMNI Al'sotterr harall(a I KAS KA61 176M ✓ r ✓ wmany rAaAa2vRAS IES Type 1 q 3mm R2 = see SAIpp91d InstallediIN Ratan METAL RALIDE IES Type II'Asymm9tnc � RJ = 20e G tF lingo Fun(120,27N)Ma TB IEO Type IV Fgr.Thr0W R4 7 244 O OF Oouale Fun 120e.2410,48OV)Na TO 175W '7 2TT ❑ PER NEMA TwiePLOeh Aeceptacle ❑ as Only(no phot0eennal) 12'10 20'Mourning o To, C3 ONE oaarR RNtdke SystOM (lamp not ncluderll C rS rOuse Jloa enMd IRT A R6 only) Q L5 Lamp Supper 461tectural Coors(palnlea linen) �ffi1 OM$ Medium arorna G OWN Whip NOUNruto C OIL eMck pear tiara ppeq OVA Natural Aluminum Square Pegg 01 IF12 0118 Ewa sto" . Nam Pule 51 RAZ DOC Claim"Grey wood Pose orwail C VW2 = Writ Tennis desso WW 4racwt = W812 L- DIN Bright Rea Mayr',png 81ackot :I a = oil Steel Blue . OPTIONAL POLE septiv ll Shipped Ssparatdy a SPECIFICATIONS °wtifnAdAN POM G wig is PEi NEMA TwaT lock PE 1f20,208.2a0V1 Otgree Arm Woad Pad ar Wwl❑ OAl2W lHOUSING-Rugged,heavy-01u0e,lightwtight ►Es NEMA Twill-Loixt PE(aeov) aluminum housing.Rectilinear shape, PEI NEMA Twist-Lock PE(277v) cOrlUnuously seam welded for wgHgrlight v0 Vandal Guard in[dgriry.EPOM oM piece,fully Basketed, extruded aluminum door frame with Y impact-rowstant tempered glaze IOM. Extruded 12'aluminum arm for pole or wall r-va- mounting.balk bronze TGIC polyester powder finish sundard with Optional arChitectural Colors available. ` OPTICS-Anodized aluminum rd0ector.Three IES circa"distrlbufionp ewilable:Type II 1l''7T�� (Roadway);Type Ilt(Asyminstrk);Type IV VA;'.efl.r;.17mr Ti-'1'� (Forward RtrpW).Lamp life 7.500 hatr8; Wrelat tsibav6kg. inhill lumens 14,400, Now&tSlJifcm ELECTRICAL SYSTEM-Constant wMnge aul0lransformer, 100%Cootie wound and AC(SE60NIN(Flagg MNa11N-erMr NMpMY line Naris) factory tested.Positive locking diatennom Tom Mosellae SIWMIs erdened as meari t line item.Imparting plug• will virt sue"",an RM2 or 014anel W120 rrrouning arm must LISPRO-UL 1577116teo for wet locations. Oe ordered on mhe lbsom Tenon 1 2 2 S J e SOCKET- Porceggin mupel bull socket. NOTES: Slu fiuwal tAUM fWvrse e9ures 'pdures nxlures Position orented for hortzolRai ggmp opera. uunl-Tap]Wtau(1202ue.2e(L2M) at fall• 890' 111/20' 990' 1190' tio11,Capper alloy nidW placed saw 0011 and 'Nsy M ordered as accepory.MUST 2sa3•GO 70.190 .opo Ig.410 center contact,UL listed ISM-M,sNV SN Cutoff Accessories Shea lar 2TIFap ra5190 T21.2110 126@28 +25-320 7,25.790 725490 pulse rated. 1r0erM9 Nrbnrpaan. a' 00 T35-190 T35,2110 116•2913 T2e•720 75290 T35490 Ter urnpMM Da9m0ame A Asollulim Iiro msiMn,s"c""a AtNSN%N 8faal C.Ouk '?Gttt= LA' "FIC "; 631 765 4643; w1AP-21 -0" 10:49; PAGE 5/5 ••F- DON AF; P HERRLIaRCH[. FAX NG. ; 631 324 0148 r. i2 2081 01 37PM P2 T� /YS iNO7'YA4.y / t I 3a� I' ti i airs/ rar I 1 � � S7ZLcE' 7'G/c�'rY>APXQ/G WOU ►� Qazu : •48hZE5 PO / W Yor2fL Nom SITE L�� DjWS 0 1 PLANNING BOARD MEMBERS SpFFO(k BENNETT ORLOWSKI,JR. Town Hall, 53095 State Route 25 Chairman C� Gy� P.O. Box 1179 WILLIAM J.CRF.MERS Southold, New York 11971-0959 KENNETH L.EDWARDS T Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. C • 'F Fax (631) 765-3136 RICHARD CAGGIANO Ab- �aO� PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Albert J. Krupski Jr., President, Town Trustees FROM: Robert G. Kassner, Site Plan Reviewer RE: Breezy Sound Motel CR 48, Greenport SCTM# 1000-45-1-2.1 DATE: March 14, 2001 As discussed, there is a wet area on the southwest part of this property. The approximate area is marked on the attached site plan. This property is across from San Simeon and had two foundations poured before the project was stopped due to economic conditions. As you enter the property walk to the left (west) in about 300' from Cr 48. There is a yellow marker on a low bramble; the wet area is to the west of this point where the property slopes down to a swale. I noticed two separate wet areas. Apparently animals use this area for drinking, as there is evidence of their presence. Please let me know the results of your field visit. S Z PLANNING BOARD MEMBERS OSpFFO(,�c BENNETT ORLOWSKI,JR. �� QG Town Hall, 53095 State Route 25 Chairman = y� P.O. Box 1179 WILLIAM J. CREMERSy - Southold, New York 11971-0959 KENNETH L. EDWARDS %).-- Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. RICHARD CAGGIANO Fax (631) 765-3136 'j.�Ql O! PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 2, 2001 Patricia C. Moore, Attorney at Law 51020 Main Road Southold, NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport, NY 11944 Dear Mrs. Moore, The Planning Board has received the enclosed report from the Architectural Review Committee. The Board has accepted the report, and is sending it to you for your information. If you have any questions, or require assistance, please contact this office. re , Kas r Site plan Reviewer Cc: Garrett Strang, Robert Brown, Co-Chairman, Architectural Review Committee PLANNING BOARD MEMBRO Q%pFF04c Pit BENNETT ORLOWSKI,JR. �� t7G Town Hall, 53095 State Route 25 Chairman P.O. Box 1179 WILLIAM J.CREMERS c �' Southold, New York 11971-0959 KENNETH L. EDWARDS A Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. ♦ `F Fax (631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 14, 2001 Patricia C. Moore, Attorney at Law 51020 Main Road Southold, NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport, NY 11944 SCTM# 1000-45-1-2.1 Dear Mrs. Moore, As you know, the Planning Board reviewed its consultant's environmental report on the above project at its work session on Monday March 12, 2001. The Board has adopted the following items: 1. The Town's Engineer Will review revised grading and erosion plans. 2. The site plan does not show any beach access. 3. The well on site will be used for irrigation only. 4. Applicant will prepare a landscaped plan for the area next to CR 48. A small berm planted with a mix of rhododendrons, mountain laurel and a mix of evergreens will be planted on top of the berm. Consideration should be given to replacing several of the locust trees on the southwest side with red maples. These trees have been severely pruned. The red maples should be planted at least 25' back from the road and overhead wires. The Board would be pleased to review a plan developed by the applicant. 5. Applicant and Planning Staff will meet with the Suffolk County Department of Public Works to determine location of entrance. 6. Building height will remain the same as originally proposed. Roof slope will be increased as indicated by the Architectural Review Committee. 7. Wet depression to be shown on the plan, if found on the property. 8. Bluff line to be verified by applicant. Show the Coastal Erosion Hazard Line. 9. Applicant to review and indicate any recent erosion to the bluff at beach level. 10. Applicant to provide sewer and water contracts. 11. Town Trustees to review wet area, if any, after location is shown on the plan. If you have any questions, or require assistance please contact this office. cet/ly� � d R ert G. Kassner Site Plan Reviewer Encl. Cc: Town Trustees Town Engineer DOUGLAS P. HERRLIN• Architect 62 Newtown Lane, East Hampton,L.I.,New York 11937 631-324-6148 26 February 2001 Architectural Review Board Town of Southold Southold Town Hall 53095 Main Road Southold, New York 11971 Re: Breezy Sound/Cliffside County Road 48 Greenport NY 11944 Dear Board Members: Please be advised of the following revisions to the construction drawings for the subject project: (a) Floor to ceiling heights at first and second floor of all buildings containing living units have been changed from 10 feet to 9 feet, resulting in a two`Reex.reduction in building height. Ifoo (b) In conjunction with the above, all door and window heads have been set at a standard 6'-8" above finish floors. i�', (c) All building trim, soffits, fascias,clapboard siding is to be vinyl of whitt?-eeler with trim to be of a contrasting tone, gable ends of vinyl are to match color of clapboard siding. (d) Exterior entrance doors are to be six panel colonial style painted to match trim. (e) Windows and sliding doors of various sizes are to be vinyl and/or vinyl clad. (f) Roofing is to be asphalt shingle, color to be per sample previously submitted. (g) Roof venting is to be accomplished at soffits and through ridge vents. (h) Venting for plumbing facilities and high efficiency gas burning HVAC units passing through roofs will be on the water side of all buildings wherever possible and such vents will be painted to blend into roofing. It is hoped these actions address all remaining concerns and will make possible approval by the board. Your assistance in this matter is appreciated Very truly y urs, Douglas P. Herrlin Architect SOUTHOLD TOWN ARCHITECTURAL REVIEW COMMITTEE February 27, 2001 The ARC met at Town Hall at 4:00 p.m.. Members present were: Garrett A. Strang, Co-Chairman D Robert I. Brown, Co-Chairman Theodore Carpluk, Southold MAR - 2001 Herbert Ernst, Southold Howard G. Meinke, Cutchogue SOUtholdTOwn Yen Rieger, orient . Planning Board Sanford Hanauer, Matituck 9 Robert Keith, Mattituck, Secretary Also attending were Robert G. Kassner of the Planning Board Staff as well as Patricia C. Moore, Attorney, and Douglas Hardin, Architect, for Breezy Sound Motel. Moved by Garrett A. Strang and seconded by Howard Meinke it was RESOLVED to APPROVE the MINUTES of the meeting of February 1, 2001. Vote of the Committee: Ayes All. BREEZY SOUND MOTEL (North Road - Greenport) Discussion with Mrs. Moore and Mr. Hardin about the open items from the pre-submission meeting of February 1 brought the following conclusions: PARKING - Inasmuch as the location of the parking places cannot be moved, the natural landscaping will be enhanced to fully buffer the visual impact from the road. SIDING - To be Hardy Plank rather than vinyl. COLORS - Fascia, trim, railings and exterior doors(6 panel) to be white. All buildings, including the office, to be driftwood gray with rustic Virginia slate roof color. CASINGS -Those surrounding both doors and windows to be 3 inches wide. ROOF PITCH - To be 6 in 12, If the reduction in ceiling height from 10 to 9 feet isnot sufficient to meet the recommendation of building height by the f , environmental consultant, ceiling heights could be further reduced to 8 feet or semi-cathedral ceilings could be used on the second floors with an 8 foot plate. ROOF VENTS - To be of a color to match the roof and placed on the north side to the extent possible. SCREEN PLANTINGS - To be used to minimize the visual impact of the air conditioning compressors and the gas heat side wall vents. SLIDING TERRACE DOORS - Grills to be used on those facing south but not to the north. UTILITIES - Although not discussed, the Committee assumes that these will be buried and that rooms in the basements will be used to house the meters. LATER - Signage submission as well as catalogue cuts and location of the exterior lighting. Based on the above, it was MOVED by Garrett Strang and seconded by Howard Meinke to RECOMMEND APPROVAL of the project. Vote of the Committee: Ayes All. Robert W. Keith Secretary s • COUNTY OF SUFFOLKj�/1jF g ROBERT J. GAFFNEY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS February 27,2001 CHARLES J. BARTHA, P.E. COMMISSIONER Town of Southold Planning Board Office ill Town Hall,53095 State Rte.25 iY P.O. Box 1179 Southold,NY 11971-0959 Attn: Carol Kalin,Planning Board RE: CR 48,Middle Rd.-Breezy Sound SCTM#1000-45-1-2.1 rtit Gentlemen: This Department has reviewed the above-referenced site plan. Specifically note that: This Department's acceptance of the Town as lead agency,pursuant to Part 617,Article 8(SEQRA), in no way waives the County's rights pursuant to 239F of the General Municipal Law and Section 136 of the Highway Law. A permit from this Department will be required pursuant to Section 136 of the Highway Law for any improvements this Department deems necessary along the County right-of-way. Before a permit is issued by this Department for these improvements,documentation pursuant to Section 239F of the New York State General Municipal Law must be forwarded to us from the Town Building Department for our review and comments. The access to this site should align opposite the existing easterly driveway to the senior citizens complex on the south side of CR 48 opposite this site. If you have any questions,kindly contact this office at 852-4100. Very truly yours, William S. Shannon,P.E. Chief Engineer By'-- M.Paul Campagno a Permits Engineer WSS/MPC/In SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4010 335 VAPHANK AVENUE ■ YAPHANK,N.V. 1 1980 ■ FAX(631)852-4150 SOUTHOLD TOWN ARCHITECTURAL REVIEW COMMITTEE February 27, 2001 The ARC met at Town Hall at 4:00 p.m.. Members present were: Garrett A. Strang, Co-Chairman + Robert I. Brown, Co-Chairman Theodore Carpluk, Southold Herbert Ernst, Southold Howard G. Meinke, Cutchogue Southold Town Yan Rieger, Orient Planning Board Sanford Hanauer, Matituck Robert Keith, Mattituck, Secretary Also attending were Robert G. Kassner of the Planning Board Staff as well as Patricia C. Moore, Attorney, and Douglas Hen-lin, Architect, for Breezy Sound Motel. Moved by Garrett A. Strang and seconded by Howard Meinke it was RESOLVED to APPROVE the MINUTES of the meeting of February 1, 2001. Vote of the Committee: Ayes All. BREEZY SOUND MOTEL (North Road - Greenport) Discussion with Mrs. Moore and Mr. Herrlin about the open items from the pre-submission meeting of February 1 brought the following conclusions: PARKING - Inasmuch as the location of the parking places cannot be moved, the natural landscaping will be enhanced to fully buffer the visual impact from the road. SIDING - To be Hardy Plank rather than vinyl. COLORS - Fascia, trim, railings and exterior doors(6 panel) to be white. All buildings, including the office, to be driftwood gray with rustic Virginia slate roof color. CASINGS - Those surrounding both doors and windows to be 3 inches wide. ROOF PITCH - To be 6 in 12. If the reduction in ceiling height from 10 to 9 feet is not sufficient to meet the recommendation of building height by the 61 01 8 environmental consultant, ceiling heights could be further reduced to 8 feet or semi-cathedral ceilings could be used on the second floors with an 8 foot plate. ROOF VENTS - To be of a color to match the roof and placed on the north side to the extent possible. SCREEN PLANTINGS - To be used to minimize the visual impact of the air conditioning compressors and the gas heat side wall vents. SLIDING TERRACE DOORS - Grills to be used on those facing south but not to the north. UTILITIES - Although not discussed, the Committee assumes that these will be buried and that rooms in the basements will be used to house the meters. LATER - Signage submission as well as catalogue cuts and location of the exterior lighting. Based on the above, it was MOVED by Garrett Strang and seconded by Howard Meinke to RECOMMEND APPROVAL of the project. Vote of the Committee: Ayes All. PECONIC BAY VINEYARDS (Main Road - Cutchogue) The Committee reviewed the conditions stipulated in its meeting of August 29, 2000. The location of roof penetrations, screening of air conditioning compressors, burying of utilities, external lighting fixtures and colors of siding and signage were all satisfactory. Moved by Robert Keith and seconded by Yan Rieger, it was RESOLVED to RECOMMEND APPROVAL of the project. a" 6'(, Robert W. Keith Secretary INTER-DEPARTMENTAL MEMO " d T0: Planning Board, Lead Agency FEB 28 2001 T FROM: Gerard P. Goehringer, ZBA Chairman DATE: February 27, 2001 -aouthold Town SUBJECT: Breezy Sound Shores Planning Boar[ It is recommended that applicant submit the following additional information. The application has been inactive for more than 18 months, and survey and field notations is shown to be more than ten (10) years old. a) Submit a new survey showing improvements to property (foundations, excavations, etc. and distances to all property lines, retaining walls, bluff lines and Coastal Zone boundary lines; b) Coastal Zone Management line must be determined and shown. C) Amount of erosion between 1991 and present. d) Measures which will be offered to control erosion. e) New site plan showing exact number of units. Present site plan received 11/00 shows 69 units, modified after the former DEIS was addressed in 1992. f) Top of bluff line does not appear accurate with the current physical conditions at the site. Il 0 PLANNING)BOARD MEMBER �gpFFOJ,r • BENNETT ORLOWSKI,JR. O� QG Town Hall, 53095 State Route 25 Chairman =� y� P.O. Box 1179 WILLIAM J.CREMERS C Southold, New York 11971-0959 KENNETH L.EDWARDS CA %J, Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. G `F Fax (631) 765-3136 RICHARD CAGGIANO dwow � �v PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 14, 2001 Mr. Ken Dantzig Permits Division Suffolk County Dept, of Public Works 335 Yaphank Avenue Yaphank, NY 11980 Re: Breezy Sound SCTM#1000-45-1-2.1 Dear Mr. Dantzig: Enclosed please find a site plan for the above-referenced project, as requested per our telephone conversation. Please don't hesitate to call if we can be of further assistance. Very truly yours, Carol Kalin Planning Board encls. i PLANNING BOARD MEMBERS S1004 BENNETT 100 ,F- BENNETT ORLOWSKI,JR. Town Hall, 53095 State Route 25 Chairman = G'y� P.O. Box 1179 WILLIAM J.CREMERS Southold, New York 11971-0959 KENNETH L. EDWARDS N Z Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. ♦ Fax (631) 765-3136 RICHARD CAGGIANO y�fol �aO� PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 12, 2000 Patricia C. Moore, Attorney at Law 51020 Main Road Southold, NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport, NY 11944 Dear Mrs. Moore, The Planning Board has received the enclosed report from the Architectural Review Committee. The Board has accepted the report, and is sending it to you for your information. If you have any questions, or require assistance, please contact this office. ncer y,; I� be G. Kassner Site plan Reviewer Cc: Garrett Strang, Robert Brown, Co-Chairman, Architectural Review Committee i SOUTHOLD TOWN ARCHITECTURAL REVIEW COMMITTEE February 1, 2001 The ARC met at Town Hall at 4:oo p.m.. Members present were: Garrett A. Strang, Co-Chairman Robert I. Brown, Co-Chairman Howard G. Meinke, Cutchogue Yan Rieger, Orient Robert Keith, Mattituck, Secretary Also attending were Robert G. Kassner of the Planning Board Staff and Patricia C. Moore, Attorney, for Breezy Sound. Moved by Garrett A. Strang and seconded by Howard Meinke it was RESOLVED to APPROVE the MINUTES of the meeting of December 14, 2000. Vote of the Committee: Ayes All. BREEZY SOUND MOTEL (North Road - Greenport) Pre-Submission Ms. Moore described a 68 unit, five building motel with an exterior of white Hardy Plank with white trim and doors and a black roof. The Committee requested information about the material and color of the railings and entrance doors, the use of grills on the terrace doors, the location of mechanicals, the style and location of exterior lighting, the material, color and location of roof penetrations, the type of heating system and venting, and later, the signage. The Committee asked that consideration be given to a break-up and move of parking to make it less visible from the road, the use of casings around the windows, a reduction of the color contrast between the black roof and white siding, and an increase in the roof pitch to 5 or 6. STEVE PAWLIK STORAGE BUILDING (Sound Avenue - Mattituck) It was noted that the roof pitch had been changed to meet the recommendation of the Committee. Robert W. Keith Th PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (631)765-4330 Fax: (631)765-4643 Margaret Rutkowski Secretary February 6 , 2001 Garrett Strang, Co-Chairman Robert Brown, Co-Chairman (to their office and Town Hall) Southold Town Architectural Review Board FEB 14 2001 Town Hall 53095 Main Road SOWWW Town P .O .Box 1179 Southold, NY 11971 (BY Fax) Re : Breezy Sound Resort Motel project Dear Chairman and Board: In response to the Town of Southold Architectural Review Board recommendations the following comments are submitted for your consideration: -Recommendation: Break up the parking for the front buildings, relocate some parking for the front buildings to the interior area between the buildings Response: The parking consists of 24 spaces which serve 24 units in the adjacent building . The entrances are on the South side of the building, relocating these parking spaces to the opposite sides of the buildings (north side) will make parking very inconvenient . The site plan has been carefully reviewed and prepared with complete and detailed engineering and drainage by Barrett, Bonochi & van Weele, P .C . at a cost of @$70 , 000 . 00 and eight months of work, the relocation of parking would require all new engineering and redesign of the site plan and drainage, as well as the redesign of the building entrances . The Planning Board had recommended that we maintain a non-disturbance buffer in the front as is shown on the planting plan. The owner is willing to construct a low berm along the road with landscape or add vegetation to the natural buffer which will block the view of the parking. A detailed planting plan was submitted with the site plan and if you have suggestions we will make every effort to incorporate your recommendations into the existing plan. 765 4t43; '6-13 ''1 15;06 PAGE 214 PATRICIA C, MOORE Alluraev aL Law 51020 Mow Road Southold,N.Y. 11952 Tel (631)7654330 Fax:(631)765-464:3 Mazgatet Rutkuwski Secretary FebLuary G , 2001 Garrett Strang, Co-Chai,'man Robert Brown, Co-c'nairman (Lo tla=ir office and Town Hall) Southold Town ArchitecLUral Review Boari Town Hall 0;3095 Main Road F .O.Box 1179 Southold, yY 11971 (BY Fax) F.e : 7reezy Sound ^.e:aort N.otel project Dear Chairman and Board:: in response to t:ie Town of Southold Arcaizectural Review Board recommendations the following comments; are submitted for your consideration: .Recommendation: Break up the parking for t.;e front bu .ldings, relocate some parking for the front buildings to the interior area between the buildings Response: The parking consists of 24 spacae wh'_ch errve 24 units in the adjacent building. The entrances are cn the So--th side of the building, relocating these parking spaces to r_he opposite sides of the buildings (north side) will make parking very inconvenient . —he site plan has been carefully rev;.ewed and prepared with complete and detailed engineering and dra..nage. by Barrett, Bonochi & Van Weele, P.C. at a cost of W$70, 000 . 00 and eight months of work, the relocation of parking would require all new engineering and redesign of the site p' an and drainage, as we--I as the redesign of the building entrances. The P1ann:ng Board had recommended that we maintain a nut7-disturbance buffer in the front as is shown on the planting plan. The owner is willing tU construct a low berm a'_ong the road with landscape or add vegetation to the natural buffer which will. block the view of the ❑drking . A detailed planting plan was submitted with the sire plan and if you have suggesulone we will make every effort to incorporate your recommendations into the existing plan. 3": " "a FFTCE3; 631 765 4643, F'8-13-]1 1E:0rl; PAGE 3/4 (_olor ofcuildings and roofs- The applicant ,_grew with your otoervaticne, he does net want black and white color scheme - the softer exterior color contrasted with the roof iti proposed as follows : (see samples at meeting) Building A- -andpebble siding w/ Rustic Slate roof R%,dIding B- Harbor Blue siding- Rustic vircinia Slate roof Building C- Driftwood aiding- Old English Pewter roof Building o- Clay siding- Old English Pewter roof Building E- Pearl siding- Weathered wood roof Office : white siding Rustic Evergreen roofing The bui_:dings could be. a variety of arch-ter_turally compatible colors as liated above or all one color scheme all fascia & trim work and exterior deors and railings white Applicant accepts the ARC' s recommendati,,n that the white Las'-ngs around windows be wider: the window units contain a 3" flange w=ith will appear as a casing (white color) . Siding; 511 wide- "American Dream Dutch Lap 5" or "American Dream 5" ;samples available at meeting the ARC can choose either is acceptable to owner) - change Roof pitch for dormers to 5 or 6 - ,inconsistent with Planning board recommendation) "_'he 2lanning Board had requested that the building height be reduced so this was accomplished by lowering the roof pitch and the interior ceilings were redaced from 10 ' to 9 ' . Additional information which you asked to review: 1 . color and material details/specifications for the handrails - 1 x 2 cedar spindles and 2 x 4 cedar top rai_ings painted wh ite 2 . color and material details entrance doors, details of the glass panels for terrace doors all doors flush fi.her glass painted white ( grille in front mut do not want grills in back) Advise of type of heating system proposed- Natural gas and central air conditioning - no vents required for gas units, any roof vents will have ',cap master" (ace catalogue colors) 4 . Root vent with "Ridge master Plus" :catalogue at meeting) Final--,,,, I have made the owner aware thaL Lite bathroom for the pool l=ouse was Mandl.,:ap acr_essihle but the entrance doors to the ?d C " ,_A;c _-, ?C'n: 631 7'6S 4640; P70-to-31 15:.7, PAGE 4/4 peed house bathrooms must also be handicap accessible width. Because Bob Kasoner will be on vacation I will bring the catalogue and color material samples tc the meeting. I have his penwission to meet with you during his vacat_on in order to avoid delay, .he Planning Board will be meeting with us March 5, 2001, we hope tc have your recommendations by that date. .thank you for your anticipated 400Dera"iaci in this ma-.ter. Very truly yours, Patricia C. Moore cc : Breeze Sc.unc3 Bch Kas3snei • NELSON, POPE & VOORHIS, LLC e N V I N C N M E N T n P L A N N I N G c D N s U L T J G 4,�l� CHARLES J.VOORHIS CLP.AICP•ARTHUR.I KOFRBER.PE•VINCENT G-DONNFI + PE. VICTOR BEHI,PL.•JCSFPH R FPIFANIA,PE•HOBLHI G-NFLSON,JL PL N rPEPAUL M.RACZ.PLS. January 30, 2001 Mr. Robert G. Kassner Southold Planning Board Town Hall, 53095 Main Road P.G. Box 1179 Southold, NY 11971 I Re: Review of Long EAF Breezy Sound Corp. r JAN 31 2001 6147 County Road Route 48, SCTM No. 1000-45-1-2.1 Southold Town N&PV No. 98106 P18MhV BAP d Dear Mr. Kassner: As per your request, we have completed a preliminary review of the above referenced action, which is an Unlisted action under the State Environmental Quality Review Act. The project is currently known as Breezy Shores, although the original application was made under the name of Cliffside. The 7.13 acres subject site is located on the north side of North Road (County Road 48) approximately 200 feet east of Chapel Road in the Town of Southold. The proposed action involves the construction of a 68-unit motel complex with kitchenettes in all units. In addition the applicant proposes a pool house, swimming pool, office, and a manager's apartment. The property would be accessed by a single drive, which would loop to serve the proposed units. Seventy-nine (79) parking spaces are provided, including four (4) handicapped stalls based on one per unit and 10 employee spaces as required by code. The use will be connected to public sewers and public water supply. The property is zoned Resort Residential (RR). The site plan meets the requirements for minimum lot area and yard setbacks within the zone. The livable floor area requirement under the Bulk Schedule for Resort Residential District in the Town Code is 850 SF except one- bedroom or studio in multiple dwellings may have 600 SF. There is no indication on the Site Plan or within the EAF of the proposed unit size. We understand that floor plans have been submitted and the applicant's attorney indicates units will not exceed 600 SF. The project site is located on a bluff overlooking Long Island Sound, and steep slopes of over 15 percent are present along the bluff as well as in the interior of the site. Under existing conditions, the bluff is vegetated with a variety of maritime shrub species. Much of the remainder of the site Pae 1 572 WALT WHITMAN ROAD, MELVIL7-5620 LE, NY 1 4Te.com [6391 427-5665 FAX [631 1 427-5620 www.nelsonpope.cam Breezy Shores @ Southold LEAF Part 1 Review was cleared when construction was initiated in the late 1980's, and grading and filling has altered the original topography of the site. This grading has created a wet area in the southwestern comer of the site which supports a limited number of wetland plant species. NP&V has reviewed the past SEQRA documents prepared for the subject application, which was originally submitted in the early 1980's. A Draft Environmental Impact Statement (EIS) was submitted in July, 1985, with a final revision in October 1987. A Supplemental Draft EIS was then completed to further address specific concerns, and the documents were accepted as a compete Draft EIS on October 18, 1988. Szepatowski Associates Inc., Environmental Consultants & Planners, prepared the Final EIS in February 1989 responding to separate written comments on the Draft EIS and testimony from a November 14, 1988 hearing. No findings statement was adopted by the lead agency, however, the Final EIS contained several recommendations which were referred to as the "findings" of the lead agency. The "findings" included in the Final EIS were as follows: The Lead Agency would find an alternative that: a) increases the amount of natural buffer to a minimum of thirty feet along Middle Road and on the east and west sides of the property; b) that reduces the unit count to 58 or reduces the individual unit size to 450 sf at a maximum of 74 units e) reduces the buildings facing on Middle Country Road to one story, and d) incorporates the findings on the subjects of traff c, visual impact, water supply and sewage disposal, recharge, and shoreline and erosion control, will minimize environmental impacts to the greatest degree practicable. The latter general statement included the following recommendations from the body of the Final EIS: As sight distance is of concern at a curve immediately west of the site, a reduction in the number and size of the units is suggested to mitigate traffic impacts; Greater set-back of the buildings along C.R. 48 is recommended, and a berm with coniferous trees (other than blackpines) should be provided to minimize visual impacts. As potable water supplies are limited, a separate well for irrigation, pool use and air conditioning is recommended. Use of drought-resistant vegetation and an automatic sprinkler system activated by soil moisture are also suggested. Page 2 • Breezy Shores @ Southold LEAF Part 1 Review Due to the presence of soils with low permeability on site, redesign of the drainage system to accommodate a six inch design storm with no increase in runoff was requested to minimize erosion of the bluff. A reduction in the impervious surfaces on site is suggested to aid in accomplishing this. The proposed concrete walkway to the beach should be replaced by an elevated wooden walkway to minimize disturbance of vegetation and erosion of the bluff. Silt fencing must be installed prior to removal of topsoil on site, and runoff must not be allowed to pool on site during construction. Runoff should be recharged near C.R. 48 or near the center of the site rather than along the bluff. Reduction of the proposed unit size from 911 sf. and 1042 sf. to 450 sf is suggested as more reasonable for a motel unit to minimize the likelihood of long-term residency. A final site plan was then approved on December 18, 1989, which incorporated some, but not all, of the recommendations outlined in the Final EIS. Construction was initiated following approval of the site plan, but the work was never completed. The site was cleared and preliminary grading was undertaken, with topsoil stockpiled near the proposed tennis courts. Foundations were poured for the two proposed buildings nearest the bluff, and are still present. A small frame cottage also remains on the property from an earlier use, but the garage has been removed. The applicant now wishes to resume construction of the proposed motel, however, the approval has expired and a new SEQRA determination is necessary. The following text will discuss the existing conditions and potential impacts of the proposed project in more detail. Geologic Resources There is a potential for erosion impacts as a result of the proposed project. The project site is located on a bluff overlooking Long Island Sound, and steep slopes of over 15 percent are present along the bluff as well as in the interior of the site. Alteration of the topography of the property occurred in conjunction with preliminary construction activities, and a low, wet area with steep slopes was created in the southwestern portion of the property. The bluffs along the north shore of Long Island typically experience ongoing erosion due to wind and wave action, and the Town Code requires a 100 foot setback from the top of a bluff for new construction. The Town delineated the edge of the bluff for the original application, and a 100 foot buffer will be maintained from this line to minimize erosion impacts. The height of the bluff is approximately 30 feet, with lower elevation at a slight swale to the northeast. The proposed setback is expected to provide adequate protection of the bluff, although revised grading and drainage plants should be reviewed by the Town Engineer to insure that runoff is contained on site. In addition, the erosion control plan should also be reviewed by the Town Engineer to minimize loss of soils during construction. Page 3 • • Breezy Shores @ Southold LEAF Part 1 Review The original topography has been altered by grading in preparation for construction. Fill was deposited to raise the elevation of proposed buildings A and D. As extensive disturbance has already occurred, completion of the project is not expected to result in further impacts, as long as sediment and run-off is contained on the upland portion of the site. If the applicant seeks approval for beach access, a wooden walkway is recommended consistent with the Final EIS. None has been depicted on the site plan. Water Resources The elevation of groundwater beneath the subject site is approximately 0 to I foot above mean sea level (msl) according to the 1997 SCDHS map, and the topographic elevation is ranges from 0 to approximately 58 feet above msl in the northeastern portion of the site. Thus, although the depth to groundwater is approximately 0 to 57 feet below the surface, although the minimum depth within the proposed development area is more than 30 feet. This should not present constraints on the proposed project. There are no natural freshwater features on the subject site, although a vernal wet area was created by the grading of the site in conjunction with prior preparation for development (see Ecological Resources Below). Significant impact to Long Island Sound is not expected as a result of the proposed project. The project will be served by the existing water and sewer districts, and no wastewater discharge to groundwater is anticipated. As was recommended, in the FEIS, an irrigation well is proposed on the revised site plan. This will minimize the impact. of the project on the local water district. The applicant may wish to consider an alternate source of water supply for the pool. Water quality, tests should be conducted and SCDHS consulted. The applicant should advise the Planning Board of the final decision with justification that public health will be protected. Ecological Resources At the time the Draft EIS was prepared, the habitats found on the subject site included successional woodland on the upland portion of the property and maritime shrubland along the bluff. The shrubland along the bluff remains intact, but most of the remainder of the site was cleared and the topsoil stockpiled in preparation for construction. As described in the Draft EIS, this portion of the site originally contained a successional woodland habitat dominated by locusts, cherry and other early successional tree species. The cleared areas are now characterized by early successional herbaceous species and scattered shrubs, and there are barren areas where erosion has not permitted recolonization. Page 4 • Breezy Shores @ Southold LEAF Part I Review The landscaping plan as recommended as part of the final review ensures that buffer areas augmented by native plantings create vegetated buffers of 30 and 50 feet along the side and rear Yards, respectively. As was discussed above, a small wet area was created in the southern portion of the site by grading activities. This area is too small to be regulated as a wetland by the NYSDEC under Article 24, which only regulates wetlands of less than 12.4 acres if they are deemed of "local significance". As the wet area was recently created, it does not appear to meet the criteria for local significance. In addition, the Southold Town Code regulates only those features included under Article 24. Although this area does have limited value and might develop into a true wetland over time, there are extensive natural wetlands in the area. Revision of the site plan to preserve this area does not appear warranted. However, the Army Corps of Engineers (ACOS) has traditionally regulated small wetlands which possess characteristics of wetlands by the three parameter delineation approach (although this authority has been called into question in another ACOE District). Under ACOE Nationwide Permit 39,fill of such features is allowed up to '/< acre. Therefore the feature should be delineated, mapped and a jurisdiction request sent to ACOE. If it is within a proposed development area and is regulated, a notice of intent should be sent to ACOE if a fill action is permitted under Nationwide Permit 39. Land Use The proposed use is consistent with Town land use goals as reflected in the zoning map. The land use in the vicinity of the site is a mix of residential uses, motels, vacant land, and a nursing home. The uses immediately abutting the site include a small single family home and an estate with several buildings to the west, and a motel complex to the east. The nursing home is located south of the site across C.R. 48. There are other motel uses along the Sound, as well as a condominium complex further to the west of the site. There are vacant lands in the area, including a large parcel owned by the Village of Greenport which includes a wetland system associated with Moore's Drain. The project site is zoned for Resort Residential development, as is the entire area north of C.R. 48 for approximately '/� and '/a mile west and east of the site, respectively. To the south of C.R. 48, the zoning is Residential-80 to the west of Chapel Lane, and Hamlet Density to the east, with the exception of the parkland with the Village of Greenport. As was discussed above, the proposed project meets the dimensional requirements within the Code, with the exception of maximum unit size of 600 SF. The floor plans should be reviewed to ensure conformance with the code. Page 5 ' Breezy Shores @ Southold LEAF Part 1 Review Traffic The Board should request an updated traffic study or SCDPW approval of this curb cut with consideration of impacts on the County Road. The traffic study contained with Draft EIS indicated that the proposed project was expected to increase traffic generation on C.R. 48 by approximately 10 percent. Existing traffic levels on C.R. 48 have increased since the Draft EIS was completed, therefore the percent increase to be generated by the proposed project would have decreased. However, seasonal traffic and highway capacity may need to be considered. Traffic generation and the resulting impact remain a concern with regard to the project. The subject site is located just east of a sharp curve, which is the location of frequent accidents and limits sight distance to the west. In order to minimize traffic impacts, the site access has been located away from the curve and acceleration/deceleration lines are provided. Visual Resources Preservation of the rural character of Southold is a high priority within the Town, and thus views along C.R. 48 should be retained as much as possible. The Final EIS suggests constriction of a berm along C.R. 48 with evergreen vegetation, as well as reduction in the height of the two j' buildings located at the highest portion of the property near the road. A vegetated berm would \\ partially screen the proposed development from the road, and a reduction in building height would offer additional mitigation consistent with the Final EIS. The proposed project meets the building setbacks required under Town code. Augmentation of the existing edge of vegetation is proposed to maximize screening of the proposed development as recommended within the Final EIS to minimize visual impacts. No berm is shown on plan, however supplemental plantings are noted on the plan for the east and west property lines. A landscaped berm is recommended at the limit of the disturbance area at the southern portion of the site. Other Resources Landscape techniques should be used to minimize visual impacts on CR 48. Impacts on community services such as police, fire and school districts are expected to be minimal. Although a slight increase in demand for services is expected, tax revenues generated by the project should offset this demand. There will be a beneficial impact on local schools, as tax revenues will increase without a corresponding increase in demand for services. In summary, the primary concerns related to the proposed project are the potential for erosion, land use impacts, size of individual units, visual impacts, site access, and traffic impacts as a result of the proposed project. A portion of the vegetation on site has already been cleared, although a small vernal wet area was created by filling on site. Page 6 ' • Breezy Shores @ Southold LEAF Part 1 Review * * * * * * * * * * * * This review together with the Long EAF Part I, Part II and the information contained within the Final EIS should be sufficient to allow the board to make a determination of significance. The conditions on site and in the vicinity of the project have not substantially changed, and the Final EIS provides a complete record of environmental review, which takes a hard look at the proposed project. In addition, the project was previously approved and construction commenced. At this time site plan improvements can be made so that the final approval conforms as much as possible to the findings statement contained within the Final EIS. If the applicant wishes to change aspects of the plan from what was reviewed and concluded in the EIS process a Supplemental EIS would be appropriate under Part 617.9 (a)(7). The following is a summarized list of mitigation measures included as findings within the Final EIS and identified in this review. 1. The revised grading, drainage and erosion control plan should be reviewed by the Town Engineer prior to approval to ensure that runoff is contained within the upland portion of the site and is not directed toward the bluff to minimize loss of soils during construction, particularly near the bluff. It is recommended that hay bales be used to prevent sediment transport in the area of the "existing structure to be removed". The limit of clearing should be accurately depicted in the southwest part of the site on the revised grading, drainage and erosion control plan. 2. Beach access, if proposed, should be a wooden walkway on pilings with minimal erosional impact to the bluff. This would require separate approval from the NYS Department of Environmental Conservation. No walkway is shown on plan. 3. The proposed well installed on site for irrigation, air conditioning and pool use, as was recommended in the Final EIS is provided. This would require separate approval from the SCDHS and the NYSDEC depending on the capacity of the new pump. The applicant should justify the use of this well for pool water supply to ensure that public health is protected. 4. The revised landscape plan depicts native plantings to provide the recommended buffers along the yards. However, no proposed construction of a berm along C.R. 48 with evergreen vegetation is shown to minimize visual impacts. Some small berm with landscaping adjacent to the parking area at the edge of existing vegetation is recommended for visual mitigation. Page 7 ' Breezy Shores @ Southold LEAF Part 1 Review 5. No indication has been made of the proposed unit size in the application as forwarded to our office. However we understand that floor plans have been submitted and the applicant's attorney has indicated a unit size of 600 SF. Prior findings indicated a reduction should occur in which the unit count is 58 or the individual size of the units are 450 SF at a maximum of 74 units. Floor plans should be reviewed to ensure compliance with the Zoning Code and prior findings. If the units size is 600 SF, the Board should determine if a reduction in the number of unit is appropriate as was previously required in the Final EIS "findings." 6. The Board should request that a traffic study be prepared by the applicant or SCDPW approval of the curb cut with consideration of impacts on this County Road provided. 7. Prior findings recommended a reduction in building height adjacent to CR 48. Building heights should be indicated, and height, architecture and landscape techniques used to Z,� ensure conformance with prior findings. We understand building elevations have been submitted to facilitate this review. S. The wet depression on site should be depicted on the site plan and evaluated to ensure that compliance with the Clean Water Act Part 404 as administered by ACOE is achieved. If these measures are incorporated into the site design through an amendment of the site plan, and if the Board is in agreement with this review, we believe there is an adequate basis on which to issue a Negative Declaration. Please advise this office how these items will be handled. Upon resubmission of information to the Town's satisfaction, we will complete the EAF Part II to support the Boards determination of significance. If you have any questions or wish any further input with regard to this matter, please do not hesitate to call. Very truly yours, NELSON P & VOORHis, LC ries J. V his, CEP, AICP Page 8 526 425 1254 P.01i4�9 NELSON, POPE 6 VOORHIS. LLC fl` EIWIRCNf,IENTPL • PLANNING • CONSULTING 1 M73 WP T WFII7PMIV PA=, MELVILLE NV 11747 .2189 {631) 477-5666 FAX IE31] 427-5621] npv6nssonpopm. o FAX COVER SHEET To: Bob Kassner Phone: Fax: (631) 765-3136 From: Chic Voorhis Date: January 30, 2001 Re: Breezy Shores No. of Pages: 9 (including Cover) Comments: Dear Bob, Attached, please find our review of the above referenced project. Please call if you have any questions. Sincerely, Chic S1c425 12`57 P,02�09 NELBON, PC & VOORHIB, LLC f ENVIMONWENTAL • PLANNING I CONSULT ' Na CHARLS J.VOORHIS,CFA AICP,ARTN4R J.NOER9EP,°.E,.VINCENT Q,00NNELLY PE. VICTOR BERT,P.E.•JOSEPH R,EPIFAN A,P E.,RC FST G.NELSON,JP RE PAUL Y,PACZ,P.LB. January 30, 2001 Mr. Robert G. Kassner Southold Planning Board Town Hall, 53095 Main Road A.U. Box 1179 Southold,NX 11971 Re: Review of Gong EAF Breezy Sound Corp, 6147 County Rosd Route 48, Mattittlek SCTM No. 1000-45-1-2.1 N&PV No.98106 Dear Mr, Kassner: As per your request, we have completed a preliminary review of the above referenced action, which is an Unlisted action under the State Environmental Quality Review Act. The project is currently known as Breezy Shores, although the original application was made under the name of Cliffside, The 7.13 acres subject site is located on the north side of North Road (County Road 48) approximately 200 feet east of Chapel Road in the Town of Southold. The proposed action involves the construction of a 68-unit motel complex with kitchenettes in all units. In addition the applicant proposes a pool house, swimming pool, office, and a manager's apartment- The property would be accessed by a single drive, which would loop to serve the proposed units. Seventy-nine (79) parking spaces are provided, including four (4) handicapped stalls based on one per unit and 1G employee spaces as required by code. The use will be connected to public sewers and public water supply, The property is zoned Resort Residential (RR). The site plan meets the requirements for minimum lot area and yard setbacks within the zone. The livable floor area requirement under the Bulk Schedule for Resort Residential District in the Town Code is 850 SF except one- bedroom or studio in multiple dwellings may have 600 SF. There is no indication on the Site Plan or within the EAF of the proposed unit size. We understand that floor plans have been submitted and the applicant's attorney indicates units will not exceed 600 SF. The project site is located on a bluff overlooking Long Island.Sound, and steep slopes of over 15 percent are present along the bluff as well as in the interior of the site. Under existing conditions, the bluff is vegetated with a variety of maritime shrub species. Much of the remainder of the site PagQe I S72 WALT WHITMAN RJAO, MLLVIL,6R, NV 1T]47-21 as t631)427-3660•FAX CS31) 4157.36Id0•www-�el�tlnpppe.COm c1ti 125 i2s^ P.07, • • Breezy shores @ Southold LEAF Part I Revie" was cleared when construction was initiated in the late 1980's, and grading and tilling has altered the original topography of the site. This grading has created a wet area in Lhe southwestern corner of the site which supports a limited number of wetland plant species. NP&V has reviewed the past SEQF A documents prepared for the subject application,which was originally submitted in the early 1980's. A Draft Environmental Impact Statement (F.IS) was submitted in July, 1985, with a final revision in October 1987. A Supplemental Draft EIS was then completed to further address specific concerns, and the documents were accepted as a compete Draft EIS on October 18, 1988. Szepatowski Associates Inc„ Environmental Consultants & Planners, prepared the Final EIS in February 1989 responding to separate written comments on the Draft EIS and testimony from a November 14, 1988 hearing. No findings statement was adopted by the lead agency, however, the Final EIS contained several recommendations which were referred to as the "findings" of the lead agency. The "findings" included in the Final EIS were as follows: The Lead Agency would find an alternative that. a) increases the amount of natural buffer to a minimum of thirty feet along Middle Road and on the east and west sides of the property; b) that reduces the unit count to 58 or reduces the individual unit sire to 4S0 sf at a maximum of 74 units c) reduces the buildings facing on Middle Country Road to one story, and d) incorporates the findings on the subjects of traffic, visual impact, water supply and sewage disposal, recharge, and shoreline and erosion control, will minimize environmental impacts to the greatest degree practicable. The latter general statement included the following recommendations from the body of the Final EIS: As sighl dislunce is of concern at a curve immediately west of the site, a reduction in the number and size of the units is suggested to mitigate traffic impacts; Greater set-back of the buildings along G.R. 48 is recommended, and a berm with coniferous trees (other than black pines)should be provided to minimize visual impacts. As potable water supplies are limited, a separate well for irrigation, pool use and air conditioning is recommended. Use of drought-resistant vegetation and an automatic sprinkler system activated by soil moisture are also suggested. Palo 2 JAN-7Fa-2E+0 �15 425 125^ P.04/05 • Brea, Shores @ Southold LEAF Part 1 Review Due to the presence of soils with low permeability on site, redesign of the drainage systetn to accommodate a six inch design storm with no increase in runoff war requested to ,ninirrtize emsion of the bluff. A reduction in the impervious surfaces on site is suggested to aid in accomplishing this. The proposed concrete walkway to the beach shoeld be replaced by an elevated wooden walkway to minimize disturbance of vegetation and erosion of the bluff. Silt fencing must be installed prior to removal of topsoil on site, and runoff must not be allowed to pool on site during construction. Runoff should be recharged near CA 48 or near the center of the site rather than along the bluff. Reduction of the proposed unit size from 91,; s f and 1042 s-f. to 450 s f. is suggested as more reasoncble for a motel unit to minimize the likelihood of long-term residency, A final site plan was then approved on December 18, 1989, which incorporated some,but not all, of the recommendations outlined in the Final EIS. Construction was initiated following approval of the site plan, but the work was never completed. Thu! slit wa,cicacd mid p oliminary grading was undertaken, with topsoil stockpiled near the propc•sed Tennis courts. Foundations were poured for the two proposed buildings nearest the bluff, and are still present. A small £tarn cottage also remains on the property from an earlier use, but the garage has been removed. The applicant now wishes to resume construction of the proposed motel, however, the approval has expired and a new SEQRA determination is necessary. The following text will discuss the existing conditions and potential impacts of the proposed project in more detail. Geologic Resources There is a potential for erosion impacts as a result of the piaposed project, The project site is located on a bluff overlooking Long Island. Sound, and steep slopes of over 15 percent are present along the bluff as well as in the interior of the site. Alteration of the topography of the property occurred in conjunction with preliminary construction activities, and a low, wet area with steep slopes was created in the southwestern portion o 'the property. The bluffs along the north shore of Long Island typically oxperience ongoing eiosion due to wind and wave action, and the Town Code requires a 100 foot setback from the top of a bluff for new construction. The Town delineated the edge of the bluff fur the original application, and a 100 foot buffer will be maintained from this line to minimize erosion impacts. The height of the oluff is approximately 30 feet, with lower elevation at a slight Swale to the northeast. The proposed setback is expected to provide adequate protection of the bluff although revised grading and drainage plans should be reviewed by the T rwn Engineer to insure that runoff is contained on site In addition, the erosion control plana hould also be reviewed by the Town Engineer to minimize loss of soils during construction. Patc 3 alb 5 121` P.[51139 • • Brem Shores(qu Southold LEAF Part I Review The original topography has been altered by grading in preparation for construction. Fill was deposited to raise the elevation of proposed buildings A and D. As extensive disturbance has already occurred, completion of the project is not expected so result in further impacts, as long as sediment and run-o££is contained on the upland portion of the site. If the applicant seeks approval for beach access, a wooden walkwav is recommended consistent with the Final EIS. None has been depicted on the site plan. Water Resources The elevation of groundwater beneath the subject site is approximately 0 to I foot above mean sea level (tnsl) according to the 1997 SCDHS map, and the topographic elevation is ranges from 0 to approximately 58 feet above msi in the northeastern portion of the site. Thus, although the depth to groundwater is approximately 0 to 57 feet below the surface. although the minimum depth within the proposed development area is more than 30 feet. This should not present constraints on the proposed project, There are no natural freshwater features on the subject site, although a vernal wet area was created by the grading of the site in conjunction with prior preparation for development (see Ecological Resources Below), Significant impact to Long Island Sound is not expected as a result of the proposed project. The project will be served by the existing water and sewer cisu icts, and nu wastewater discharge to groundwater is anticipated. As was recommended, in the FEIS. an irrigation well is proposed on the revised site plan. This will minimize the impact of the project on the local water district. T)ie applicant mc} wish to consider an alternate source l:nater supply for the pool. Water quality tests should be conducted and SCDHS consulted. The applicant should advise the Planning Board of the final decision with justifzcarion chat p,:blic health will be protected. Ecological Resources At the time the Draft EIS was prepared, the habitats sound oi, the subject site included successional woodland on the upland potuon of the property and maritime shrubland along the bluff. The shrubland along the bluff remains intact, but moss of the remainder of the site was :leaned and the topsoil stockpiled in preparation for consrruction. As descnoea in the Draft ETS, this portion of the site originally contained a successional woodland habitat dominated by locusts, cherry and other early successional tree species. The cleared areas are now characterized by early successional herbaceous species and scattered shrubs, and there are barren areas where erosion has not permitted recolvnization. Page 4 515 .1 F. .ct9 • Breezy Shores @;Southold LEAF Part l Review The landscaping plan as recommended as part of the final review enures that buffer areas augmented by native plantings create vegetated buffers of M and 50 feet along the side and rear yards, respectively. As was discussed above, a small wet area was created in the soutnem portion of the site by grading activities. This area is too, small to be regulated as a wetland by the NYSDEC under Article 24, which only regulates wetlands of less than 12.4 acres if they are deemed of"local significance". As the wet area was recently created, it does not appear to meet the criteria for local significance. In addition, the Southold Town Cc& regulates only those features included under Article 24. Although this area does have limited value and might develop into a true wetland over tirtte, there are extensive natural wetlands in the area. Revision of the site plan to preserve this area does not appear warranted. However, the .4rm v Corps of Engineers (ACOS) has traditionally regulated small wetlands which possess characteristics of wetlands by he three parameter delineation approach ialthough this authority has been called into question in another ACOE District). Under ACOE Nationwide permit 39,fill of"such features is allowed up to '4 acre. 277terefore the feazure should be delineated, mapped and a jurisdiction request sent to ACOF. If it is within a proposed development area and is re„ulaced, a notice of intent should be sent to ACOS ifa fill action is permitted udder Nationwide permit 39 Land Use The proposed use is consistent with Towil land use ;owls a, reflected fn the zon.n8 map. The land use in the vicinity of the site is a mix of residential use,,, motels, vacant land, and anursing home. The uses immediately abutting the site include a small single family home and an estate with several buildings to the west, and a motel complex to inn eas- The urtrsing home is located south of the site across C.R. 4&. There are other mote i uses t.long the Sound, as well as a condominium complex further to the west of the site, There are ,acait lands in the area, including a large parcel owned by the Village of Greeuoon which includes a wetland system associated with Moore's Drain. The project site is zoned for Resort Residential devzlopmem, as is the entire a,-,a north of C,R. 48 for approximately Y2 and '/4 mile west and east,,,f the site, respectivay. To the south of C.R. 48, the zoning is Residential-80 to the west of Chapel Lare, and Hamlet Darts:ty to the east,with the exception of the parkland with the Village of Greenport. As was discussed above, the proposed pr ;lect meets the dimensionai requiremerrs within the Codc, with the exception of maximum uric size of 600 SF, The floor plans 4 nould be reviewed to ensure conformance with the code. Page 5 -- • 516 t i.!�-.� P.Cl-"g9 • Breezy Snuras Southold LEAF Part 1 Review 'traffic Ihi Board should request an updated traffic study of SCDPW approval of this curb cut witi, consideration of impacts on the County Roan. The traffic stuuy contained with Draft EIS in+.lieated that the proposed project was expxted to increase craffic generation on C.R. 48 by ap;,roximately 10 percent. Existing traffic levels on C.R. 48 have u.creased since the llraft Els w..s completed, therefore the percent increase to be generates' by the proposed project would it ve decreased. Flowevec, seasonal traffic and highway capacity may need to be considered. Traffic generation and the resulting impact remain a concnn with regard to the project, The subject site is located just east of a sharp curve, which is the .oration of frequent accidents and limits sight distance to the west. In order to minimize traffic impact.; the site access has been located away from the curve and acceleration/deceleration lines are prodded. Visual Resources Preservation of the rural character of Southold is a high priority within the Town, and thus views along C,R. 48 should be retained as much as possible. Thr.Final EIS saggests construction of a berm along C.R 48 with evergreen vegetation, as well as reduction in the height of the two buildings located at the highest portion of the property near the road. A. vegetated berm would partially screen the proposed development from the road, and a reduction in building height would offer additional mitigation consistent with the Final EIS. The proposed project meets the building setbacks required under 'town code. Augmentation of the existing edge of vegetation is proposed to maximize screening of the proposed development as recommended within the Final EIS to minimize visual impacts. No berm is shown on plan. however suppienentai plantings are ,toted on .he Dian for the east and west prope:riy llrau, A turf lsutped IJl f rn u t eLUP111idnded SC rite 1171111 of Jw diaturbanee area ar the southern portion of the site. Other Resources Landscape techniques should be used to minimize visual inipacts tm CR 48. Impacts on community services such as police, fire and school districts are ex.pt,.ted to be minimal. Although a slight increase in demand for services is expected, ax reF�aues generated by the projee. should offset this demand. There will be a beneficial impact oa local schools, as tax revenues will increase without a corresponding increase in demand for services, In surnmary, the primary concerns. related to the proposed prcjt�t are the pLtenda: for erosion, land t,se irnpacts, size of individual units, visual impacts, site access, and traffic impacts as a result of the proposed project. A portion of the vegetation on . te has alresdy baen cleared, altho,tgh a small vernal wet area was created by filling on site. Page 6 • Breezy Shares L Southold^ LEAF Part 1 Review M N k '.M • t k + �• 4 Th;3 reviewtogether with the Long FAF Part I, Par Il and the information contained within the Final EIS should be sufficient to allow the board to make a determination of significance. The ccaditions on site and in the vicinity of the project have not substantially changed, and the Final E-5 provides a complete record of environmental review,which takes a hard look at the proposed prgioct. in addition, the project was previously approved and construction comtrenced. At this time site plan improvements can be made so that the final approval conforms as much as possible to the findings statement contained within the Final LIS. If the applicant wishes to change aspects of the plan front what was reviewed and concluded in the EIS process a Suppiemental EIS would be appropriate under Part 617.9(a)(7). The following is a automatized list of mitigation measures included as findings within the Final TEIS and identified in this review. 1. The revised grading, drainage and erosion control pian should be re,iewed by the Town Engineer prior to approval to ensure that runoff is contained with'.n -i.e upland portion of the site and is not directed toward.the bluff to minimize loss of soils during construction, particularly near the bluff. It is recommended that hay bales be used :o prevent sediment transport in the area of the "existing structure to be removed". The limit of clearing should be accurately depicted in the southwest part of the site ori the revised grading, drainage and erosion control plan. Z. Beach access, if proposed, should be a wooden walkway on uihrgs with minimal erosional impact to the bluff. This would require separate approval from the NYS Department of Environmental Conservation. No walkway is shown on plan. 3. The proposed well installed on site for irrigation, air conditioning and pool use, as was recommended in the Final EIS is provided. This would require separate approval from the SCDHS and the NYSDEC depending on the capacity of the new pump. The applicant should justify the use of this well for pool water supply to atsure that public health is protected. k. Thr: revised landscape plan depicts native plantings to provide the teuummended buffers aloug the yards. However, no proposed construction of a bene along CX 48 with evergreen vegetation is shown to minimize visual impacts. Sorge small berm with laucseaping adjacent to the parking area at the edge of er_stmg vegetation is re•vmmended for visual mitigation. Page 7 1257 P.09,/09 • . Breezy Shores 1,4f,)Southold LEAF Part 1 Review 5. No indication has been made of the proposed unit size in the application as forwarded to our office. However we understand that floor plans have been submitted and the applicant's attorney has indicated a unit size of 600 SF. Prior findings indicated a reduction should occur in whish the unit count is 58 or the individual size of the units are 450 SF at a maximum of 74 units. Floor plans should be reviewed to ensure compliance with the Zoning Code and prior findings. If the units size is 600 5F, the Board should determine if a reduction in the number of unit is appropriate as was previously required in the Final EIS "findings." 6. The Board should request that a traffic study be prepared by the applicant or SCDPW approval of the curb cut with consideration of impacts on this County Road provided. 7. Prior findings recommended a reduction in building height adjacent to CR 48. Building heights should be indicated, and height, architecture and landscape tecluiiques used to ensure conformance with prior findings. We understand building elevations have been submitted to facilitate this review. 8. The wet depression on site should be depicted on the site plan and evaluated to ensure that compliance with the Clean Water Act Part 404 as administered by ACOS is achieved. If these measures are incorporated into the site design through an amendment of the site plan,. and if the Board is in agreement with this review, we believe there is an adequate basis on which to issue a Negative Declaration. Please advise this office how these items will be handled. Upon resubmission of information to the Town's satisfaction, we will complete the EAF Part II to support the Boards determination of significance. If you have any questions or wish any further input with regard to this matter,please do not hesitate to call. Very truly yours, NELSON P 8t`'OORft15, LC es J,V 's, CEP;AICD Page 8 TOTPL P.09 PLANNING BOARD MEMBE• SpFFOC,f 1 6 BENNETT ORLOvVSKI,JR. �0 C Town Hall, 53095 State Route 25 Q OG Chairman G `1` P.O. Box 1179 y< WILLIAM J. CREMERS Southold, New York 1.1971-0959 KENNETH L. EDWARDS W Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. 'F Fax (631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 19, 2000 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Breezy Sound Corp. SCTM#1000-45-1-2.1 Dear Ms. Moore: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, December 18, 2000: BE IT RESOLVED that the Southold Town Planning Board start the lead agency coordination process on this unlisted action. Please contact this office if you have any questions regarding the above. Sincerely, eJennett O owskl,)Jr. Chairman PLANNING BOARD MEMBERS gOfFO(,� • BENNETT ORLOWSKI,JR. ��� coo Town Hall, 53095 State Route 25 Chairman = y� P.O. Box 1179 WILLIAM J. CRP;MERS "2 Southold, New York 11971-0959 KENNETH L. EDWARDS may. Telephone(631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax (631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD 'p&-p;n-4 ✓ 9 , 2000 Re: Lead Agency Coordination Request Dear Reviewer: The purpose of this request is to determine under Article 8 (State Environmental Quality Review Act-SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617 the following: 1. Your jurisdiction in the action described below; 2. Your interest in assuming the responsibilities of lead agency; and 3. Issues of concern which you believe should be evaluated. Enclosed please find a copy of the proposal and a completed Environmental Assessment Form (EAF) to assist you in your 777 se. Project Name: 50 Requested Action: L g � �' e si -7 SEQRA Classification: ( ) Type I Unlisted Contact Person: �. 4", , k S S//E (631) 765-1938 Page 2 Lead Agency Coordination Request The lead agency will determine the need for an environmental impact statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. Planning Board Position: ( This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Please feel free to contact this office for further information. Very truly yours, or-e,-r , J" Bennett Orlowski, Jr. Cy Chairman cc:-*Board of Appeals Board of Trustees Building Department Southold Town Board Suffolk County Department of Health Services 'IMYSDEC - Stony Brook Suffolk County Department of Public Works New York State Department of Transportation Thomas Cybulski, Greenport Public Utilities David Abatelli, Greenport Village Administrator Suffolk County Water Authority *Maps are enclosed for your review rev. 4/94 PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Secretary December 8 , 2000 Bennett Orlowski , Jr. , Chairman Southold Town Planning Board (�� Town Hall 53095 Main Road P. O. Box 1179 Southold, NY 11971 (BY HAND) Re : Breezy Sound Corp Dear Chairman and Board: I am in receipt of your November 21 , 2000 letter, please note in your file that I revised the LEAF dated from March 1998 and submitted same November 21 , 2000 . If there are further revisions you need please advise . Enclosed please find my clients check number 1043 in the amount of $950 . 00 for the Environmental Review Fee . As I advised you previously the fee was paid in 1998 for a review of this project , the revisions to the project were submitted in response to the Environmental Review and we are proceeding with the application. The plans took all this time to complete because a new Engineer was retained. Please be sure that we are not duplicating the work and fees . Thank you for your anticipated cooperation in. this matter. Very truly yours, Patricia C . Moore cc : Breezy Sound Corp . W DEC 0 8 2000 Southold Tbwn Planning Soars i • PLANNING BOARD MEMBEIlT offol,t BENNETT ORLOWSKI,JR. O�� CSG Town Hall, 53095 State Route 25 Chairman P.O. Box 1179 C y` WILLIAM J. CREMERS Southold, New York 1191938 9 KENNETH L. EDWARDS W T Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. • ` 1Q' Fax (631) 765-3136 RICHARD CAGGIANO y1f�1 �aO� PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 8, 2000 Nelson, Pope & Voorhis 572 Walt Whitman Road Melville, NY 11747 RE: Breezy Sound Corp 61475 County Road 48 Greenport SCTM# 1000-,f6 Zone: Resort Residential (RR) Dear Chick, The Southold Town Planning Board hereby refers the Environmental Assessment Form for the above mentioned site plan to your office for review. I believe the applicants agent, Patricia C. Moore sent you the material directly. However, a corrected LEAF is enclosed to show there are no tennis courts on the plan. The applicant has been informed that all material must be sent to the Planning Board and not directly to you. The Planning Board will start the lead agency coordination process on December 18, 2000. The applicant has submitted the $950 review fee. The purchase order will be sent to you under separate cover. ! • If you have any questions, please contact this office. (1;7 / /��� K3SSner Site Plan Reviewer Encl. Cc: Patricia C. Moore Esq. PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (516)765-4330 Fax: (516) 765-4643 Margaret Rutkowski Secretary November 21, 2000 Bennett Orlowski , Jr. , Chairman V Southold Town Planning Board Town Hall 53095 Main Road P.O.Box 1179 ftu t ldTom Southold, NY 11971 p'anift Bard Re : Site plan for Cliffside CR 48 , Greenport, NY Dear Chairman and Board: Enclosed please find revised Long Environmental Assessment Form for the above referenced project . I would like to emphasize that this application should be considered an updated and amended site plan, not a "new" site plan. The full environmental review with findings was completed in 1988 and a site plan was approved and building permits issued. Even though the site plan approval expired the Zoning remained the same and substantially the same project is proposed. The applicant sought to reactivate the original plan and the applicant paid for an environmental review of the original plans . In August 1998 the Planning Board, with Mr . Voorhes ' recommendations , made certain recommendations with regard to the original site plan. The plans before you are the revised site plans which incorporate the accepted recommendations from 1998 . It is my understanding that in response to the Town' s review, the pool and building A were relocated away from the bluff and Building B was turned slightly. The tennis courts were removed from the plan to allow greater flexibility in placement of buildings . We ask for your support with the addition of kitchenettes, this project would be an asset to the community and provide the only new resort motel built in the last thirty years . The Town has numerous tourist attractions but limited rooms, this project would provide a greatly needed facility. Thank you in advance for your consideration. Very truly yours, Patricia C . Moore PLANNING BOARD MEMBEIN of F04 • BENNETT ORLOWSKI,JR. Town Hall, 53095 State Route 25 Chairman 't P.O. Box 1179 p L Southold, New York 11971-0959 WILLIAM J. CREMERS LATHAM,JR. cmZ Telephone (631) 765-1938 GEORGE RITCHIE KENNETH L. EATHAMDWARDS O Fax (631) 765-3136 � RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 4, 2000 Patricia C. Moore, Attorney at Law 51020 Main Road Southold, NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport, NY 11944 Dear Mrs. Moore, The Planning Board has received a Cost estimate of$950 from their Environmental Consultant for review of the Long Environmental Assessment Form, revised plans, and field inspection to determine current site conditions. Additionally, the LEAF needs to be corrected to eliminate the tennis courts and correct item under"C" to show action by the Planning Board. Your client must pay the above sum in full and the Board must receive the corrected LEAF before we can authorize our consultant to proceed with the review. The check should be made to the Town of Southold. When the consultants complete their review, the Planning Board will consider their findings in making a determination of whether the project will have a significant environmental impact. If you have any questions, or require assistance, please contact this office. /�5'rr,c rely, Rob rt G. Kassner Site plan Reviewer Cc: Gerard P. Goehringer, Chairman, Board of Appeals Charles Voorhis, Nelson, Pope& Voorhis, LLC • �a�r NELSON, POPE & VOORHIS, LLC E N V I R ON MEN T A L P L AN N I N G C O N S U L T I N G Vim J VOORHIS,CEP.AICP•ARTHUR J.KOERBER.PE•VINCENT G.DONNELLY,PE. VICTOR BERT,PF.•JOSEPH R.EPTANIA,PE•ROBERT G.NEL.SON,JR.,RE. PAUL M.RACE,PLS. November 29, 2000 Bob Kassner Town of Southold Town Hall, 53095 State Route 25 P.O. Box 1179 Southold, New York 11971-0959 Re: Breezy Sound Southold, New York NP&V No, 98106 Dear Bob: I am in receipt of the revised plans for the above referenced site. I have retrieved our files on this project. The last review letter dates back to October 6, 1998 and consists of 9 pages with findings, recommendations and a review of mitigation measures which were part of the original SEQRA process for this project. Given the depth of prior reviews, and the lapse of time, I would expect a fairly substantial effort to review the current plans for consistency with the EIS process and our prior review letter. At this time I would recommend a fee of$950.00 for review of the revised plans, field inspection to determine current site conditions, and preliminary review letter addressing the new plan and bringing all comments up to date. This review will only address the environmental review i sues ryar�ng the project and does not include detailed engineering or drainage plan review. , ;% Thank you for the opportunity to provide you with this proposal, and please contact me to advise me how you wish us to proceed. Very truly yours, Co" N so e V LLC DEC 0 L zuuu � � arles J. Voorhis, CEP, AICP Prop. No. 00- Southold"town Planning Board 572 WALT WHITMAN ROAD, MELVILLE, NY 11747-21BB (631) 427-5665 • FAX 1631) 427-5620 • www.nelsonpope.com 9-2'00 4-02: 51.L, A-15 121; P.0'' /92lillik Orin AW � 1 NELSON, POPE &I VOQHHIS, LLC `I III FWMONNM TAL • PLANNING • CONSULTING 1111 672 WALT W-117MAN PCA0 MELVILLE,NY 1 747.2188 (6311 427-660.3 PAX 1631) 4-' -S 2z npv G n0{i1Cn pD'�O,CQ1� FAX COVER SHEET To: Bob Kassner Phone: Fax: (631) 765-3136 From: Chic Voorhis Date: November 29, 2000 Re: Breezey Sound No, of Fages: 2 (including Cover) Comments: 4 Bob, Attached, please find proposal for services in connection with the above referenced project. Please advise how you wish us to proceed, or call if you have any questions. Thanks, Chic. I NELSON, POPE 6 VOOAMI®, LLC ENV PMNVENTAL • P L A N N 1 N p • O O N 3 U L T I N G CHARLES J.v0OPH,i.CEP AICP-APTHUP J.a0EPMR.AS•wNOVW a.DONNELL�P.E. VIOTOP ECRT,RC.•JO:CPM R. ,A,P.C.•PGCGPT G.NELSON,JP,PE. W"i PAULL MAl..RACr.P.L6. November 29, 2000 Bob Kassner Town of Southold Town Hail, 53095 State Route 25 P.O. Box 1179 Southold,New York 11971-0959 Re: Breezy Sound Southold,New York NP&V No. 98106 Dear Bob: I am in receipt of the revised plans for the above referenced site, 1 have retrieved our files on this project. The last review letter dates back to October 6, 1998 and consists of 9 pages with findings, recommendations and a review of mitigation measures which were pari of the original SEQRA process for this project. Given the depth of prior reviews, and the lapse of time, I would expect a fairly substantial effort to review the current plans for consistency with the EIS process and our prior review letter. At this time I would recommend a fee of$950.00 for review of the revised plans, field inspection to determine current site conditions, and preliminary review letter addressing the new plan and banging all comments up to date. This review will only address the environmental review issues regarding the project and does not include detailed engineering or drainage plan review. Thank you for the opportunity to provide you with this proposal, and please contact me to advise me how VOL wish us to proceed. Verytruly yours, LLC les J. Voorhis, CEP,AICP Prop.No. 00- E72 WAIT WHITMAN MOAC, MELVILLE, NV 15747.2188 fe3T: 427-5885• FAX iE3114F7.E52O•WWVJ.NeleCnpOpG.Cpm TOTAL P.92 PLANNING BOARD MEMBERS ��gOFFOt:,��, BENNETT ORLOWSKI,JR. OG Town Hall, 53095 State Route 25 Chairman = y` P.O. Box 1179 WILLIAM J. CREMERSCD Southold, New York 11971-0959 KENNETH L. EDWARDS W Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. O • 'F Fax (631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 21, 2000 Patricia C. Moore, Attorney at Law 51020 Main Road Southold, NY 11971 RE: Breezy Sound Corp. County Route 48 Greenport, NY 11944 Dear Mrs. Moore, The Planning Board has received your letter of application for the above project. The following changes/additions must be made before the Board can proceed with its review: 1. LEAF dated March 16, 1995, indicates two tennis courts on the site plan. The plan does not show these courts. The LEAF under"C" indicates that the Planning Board requires no action, yet this is a site plan application to the Planning Board. An updated LEAF signed by the applicant or his agent must accompany the application. 2. Copies of sewer and water contracts. 3. Other environmental permits, as required. 4. Colors and materials must accompany elevation drawings. Enclosed is a listing of the material required for artchitectural review. In addition to the above, permits are required from The NYS Department of Transportation and the Suffolk County Department of Health Services. Review is required by the Zoning Board of Appeals to determine the status of the original prohibition on kitchens. A review of the SEQRA process will be made to determine the procedure for review by the Town's consultant. Your cover letter indicated prior approval for a 76-unit motel, this is incorrect, the application is for a 68-unit motel. If you have any questions, or require assistance, please contact this office. me re Ro ert Kassner � Site Plan Reviewer Encl. Cc: Edward Forrester, Director of Code Enforcement Gerard P. Goehringer, Chairman, Board of Appeals r Information to be submitted or included with submission to Architectural Review Committee. * Site Plan. * Type of Building Construction, Occupancy, Use and Fire Separation. * Floor Plans Drawn to Scale - 1/4"=1' preferred. * Elevation Drawings to Scale of all sides of each Building, 1/4"=11preferred including the following information: Type and color of roofing - include sample. Type and color of siding - include sample. Type of windows and doors to be used, material and color of all windows and door frames - include sample. Type and color of trim material - include sample. * Type of heating/cooling equipment to be used. Show exterior locations of all equipment i .e. , heatpumps, air conditioning compressors, etc. on plane and/or elevations . * Type and locations of all roof-mounted mechanical equipment. * Type and locations of all mechanical equipment and/or plumbing venting through roof or building sidewall . * Type, color and style of proposed masonry material for chimneys or accent walls - include samples or photos . * Details, color, type and style of any proposed ornamentation, awnings, canopies or tents. * Photos of existing buildings and/or neighboring properties from four directions of project site. * Type, Color and Design of all exterior signage, both building-mounted and free standing. PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (516)765-4330 Fax: (516) 765-4643 Margaret Rutkowski Secretary November 20 , 2000 Bennett Orlowski , Jr. , Chairman Southold Town Planning Board Town Hall 53095 Main Road P .O.Box 1179 Southold, NY 11971 Re : Site plan for Cliffside CR 48 , Greenport, NY Dear Chairman and Board: Enclosed please find my client' s check in the amount of $1, 601 . 75 . Please proceed with your review of the site plan. Very truly yours, Patricia C. Moore rO ,KOW -1J1 29 4096kUTOWn PWrWfiM : PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,N.Y. 11952 Tel: (631) 765-4330 Fax: (631)765-4643 Margaret Rutkowski Secretary November 15 , 2000 Bennett Orlowski , Jr. , Chairman Southold Town Planning Board Town Hall k� 53095 Main Road P .O.Box 1179 Southold, NY 11971 NOV 1 (BY HAND) s aw Re : Breezy Sound Corp. Site Plan Southold Town Planning Board Dear Chairman and Board: Enclosed please find an application for site plan approval . �� As_ you know a site plan was granted to Cliff side (Tide Mark) , now Breezy Sound Corp . , to construct 76 Motel Units in the Resort/Residential district (._,. A building permit was granted and two foundations were started. The application has modified the original site plan and addressed all the concerns raised by the board in their previous communications . Simultaneously with this application, I have filed an application to amend the Special Permit to permit "kitchenettes" in the units . The motels/hotels of Southold and Greenport have added kitchenettes as a customary and accessory amenity without obtaining approval from any board, nevertheless, the Board issued an interpretation on August 18, L993 which directed the applicant to amend the Special Permit to specifically address the issue and extend the permit . This project has not been completed, in part, because of the Special Permit condition prohibiting the addition of kitchenettes . Therefore, we are submitting an application to modify and extend the Special Permit to permit the addition of a prefabricated kitchenette in the units . No other amendment to the Special Permit is requested. The following documents are provided: 1 . Application for site plan approval with site plan drawings 2 . Questionnaire 3 . Long Environmental Assessment Form- also submitted to Zoning Board 4 . Authorization 5 . Transactional Disclosure A complete site plan with grading, drainage and landscaping was forwarded to Chick Voohrhis, a copy of the letter from Barrett,Bonachi & Van Weele, P. C. to Chick Voohrhis is enclosed. He is awaiting your direction to begin his review. Thank you for your anticipated cooperation. Very truly yours, 4 t Patricia C. Moore cc : Zoning Board Breezy Sound Corp. PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631)765-4330 Fax: (631)765-4643 Margaret Rutkowski Secretary November 15 , 2000 Southold Town Zoning Board of Appeals Gerard P . Goehringer, Chairman 11 Southold Town Hall NOV 15 1000 53095 Main Road Southold, NY 11971 Southold Town Planning Board Re : Breezy Sound Corp. Amend Special Exception No 3542 Dear Chairman and Board: Enclosed please find an applicat ' to amend the Special Exception granted to Cliffsid !jUTide Mark) , now ., Breezy Sound Corp . , to construct 7tel Units in the Resort/Residential district . The application is to amend the Special Permit to permit "kitchenettes" in the units . The motels/hotels of Southold and Greenport have added kitchenettes as a customary and accessory amenity without obtaining approval from any board, nevertheless, the Board issued an interpretation on August 18 , 1993 which directed the applicant to amend the Special Permit to specifically address the issue and extend the permit . This project has not been constructed, in part, because of the Special Permit condition prohibiting the addition of kitchenettes . Therefore, we are submitting an application to modify and extend the Special Permit to permit the addition of a prefabricated kitchenette in the units . No other amendment to the Special Permit is requested. 6 6 The following documents are provided: 1 . Application for Special Exception 2 . Questionnaire 3 . Long Environmental Assessment Form- also submitted to Planning Board 4 . Authorization 5 . Transactional Disclosure 6 . Copy of Board' s two previous decisions (Appeal No . 3542 and No.4039) On this date we have also submitted an application for site plan approval to the Planning Board. If you have any questions, or request any additional documents please do not hesitate to contact me . Very truly yours, Patricia C. Moore cc : Planning Board Breezy Sound Corp. * OF SOUIHOLD, NEW YORK . APPLICATION FOR SPECIAL EXCEPTION Application No. Date Filed: TO THE ZONING BOARD OF APPEALS, SOUTHOLD, NEW YORK: I (We) Breezy Sound Corp. aim Cliffside of 38 Oak Street —TResi encT� ce, House No. and Street Patchogue, NY 1.1772 date, 7—ip Cod,TeTepfione Number) --_— hereby apply to THE ZONING BOARD OF APPEALS for a SPECIAL EXCEPTION in accordance with the ZONING ORDINANCE, ARTICI_E,;jS[- SECTION 100-263AxT loo -•G-C (g)(4) Nrio for the below-described property for the following uses and purposes (and as shown on the attached plan drawn to scale ) : Special Exception Permit approved November 2, 1989 No. 3542 which permitted construction of 76 Motel Units in the Resort/Residential (RR) Zone District. Applicant request to modify and extend Special Exception permit to remove condition that no kitchenettes in units and allow kitchenettes in the motel units as shown on design drawings. Kitchenettes are customary andaccessory amenities to Resort motel., Motels in Southold presently contain kitchenettes and applicant wishes to similarly be permitted to provide this amenity in their units. PLease see attached. A. Statement of Ownership and Interest. Breezy Sound Corp is (are) the owners) of property known and referred to as _ n G;ae ry Rna c,, ,rti,.�,, ___ House No. , Strref, Hamlet SCTM#1000-04.5-01-2. 1 identified on the Suffolk County Tax Maps as District 1000, Secti01145 —, Block�i Lot(S) 2. 1 , which is not (is) on a subdivision Map (Filed "Flap of Filed Map No. and has been approved by the Southold Town Planning Board on as a [Minor] [Major] Subdivision) . The above-described property was acquired by the owner on B. The applicant alleges that the approval of this exception would be in harmony with the intent and purpose of said zoning ordinance and that the proposed use conforms to the standards prescribed therefor in said ordinance and would not be detrimental to property or persons in the neighborhood for the following reasons: see attached. C. The property which is the subject of this application is zoned RR _^ _ and [ ] is consistent with th - use (s ) described in the Certificate of Occupancy beino furnished herewith. [ ] is not consistent with the Certificate of Occupancy being furnished h=:rewith for the following reason(s) : [X ] is vacant land, with foundations COUNTY OF SUFFOLK) • ss. • -- STATE OF NEW YORK) Swor_n'tu befoe�� iy✓this clay offiorv".,. 2_4o�: —ici ( �21ry Publ �� PATRX1AC N100RE 7_G2 irov . 2/o/ilc) NetaryPublic,State GfNetyYork Suffolk County-Na.4861663 Comnricsion i.•cyif,�8.`une 0 i PROPERTY CLIFFSIDE (TIDE MARK) Appeal No. 3542, and Appeal 4039 BREEZY SOUND CORP. SPECIAL EXCEPTION CRITERIA: PRESUMPTIVELY VALID...ALLOWS HIM TO PUT HIS PROPERTY TO A USE WHICH THE ORDINANCE EXPRESSLY PERMITS....THE USE IS CONTEMPLATED BY THE ORDINANCE SUBJECT TO REASONABLE CONDITIONS TO MINIMIZE THE IMPACT ON THE SURROUNDING AREA 100-263 A. THAT THE USE WILL NOT PREVENT THE ORDERLY AND REASONABLE USE OF ADJACENT PROPERTIES OR OF PROPERTIES IN ADJACENT USE DISTRICTS: The premises is located along the north side of County Road 48, Town of Southold, County Tax Map #1000-045-01-2.1; the approval was obtained for 76 Motel Units in the Resort/Residential (RR) Zone District; a condition of the special exception was that only the manager's unit would have kitchen facilities. An interpretation was requested in 1993 with regard to the addition of kitchenettes, as of right, and the Board in their decision rendered on August 18, 1993 determined that "the proposed kitchenettes or cooking facilities would be an extension of the permitted motel use granted under Special Exception permit conditionally granted under appeal No. 3542 on November 2, 1989" Consequently this appeal is to amend the November 2, 1989 Special Exception permit and modify and extend the Special Exception Permit to permit construction of kitchenettes in the units. The prohibition of kitchenettes has created a problem in that all other Resort Motels in Southold have Kitchenettes, the use of kitchenettes has become customary in the trade and the banks will not finance this project, as approved . In 1989 when the project was first approved the applicant's record was not made clear to include kitchenettes. The applicant assumed the use would be permitted. Since 1989 throughout the country and in Southold Town small "kitchenettes"have become customary and the public demands this amenity: the following Southold Motels have kitchenettes. Sunset Motel (adjacent property), Soundview Motel, Silver Sands Motel and Townsend Manor Inn. These Kitchenettes are prefabricated units. They are classified under the N.Y.S. Fire Prevention and Building Code differently than "kitchens"in that kitchenettes are "nonhabitable space" equivalent to the fire rating of bathrooms and closets (NYCRR 606.3); a kitchenette is very limited in its function and use, it is functional to a resort motel because the occupants have limited need for cooking facilities. 9 i B. THAT THE USE WILL, NOT PREVENT THE ORDERLY AND REASONABLE USE OF PERMITTED OR LEGALLY ESTABLISHED USES IN THE DISTRICT WHEREIN THE PROPOSED USE IS TO BE LOCATED OR ADJACENT USE DISTRICTS: The Special Exception will remain as approved in all other respects. The kitchenettes will not change the original size or design of the units. Simultaneously with this application, the applicant has filed for an amended site plan. The site plan has been enhanced to place the buildings away from the bluff. The foundations for Building "B" and "C" were constructed under the previous building permit and can not be moved. This resort motel is intended to be elegant and desirable. The amenities expected in a elegant resort motel include a kitchenette. C. THAT THE SAFETY, THE HEALTH, THE WELFARE, THE COMFORT, THE CONVENIENCE OR THE ORDER OF THE TOWN WILL NOT BE ADVERSELY AFFECTED BY THE PROPOSED USE AND ITS LOCATION The proposed amendment to the Special Exception approval of 1989 is in conformity with the changing customary and incidental use of the property. The expectations of resort motel users is to be able to prepare a hot breakfast or lunch. Most vacationers stay in a resort motel for an extended vacation with their family and require minimal kitchen facilities. The expectations of vacationers in the Town of Southold are to stay in clean, convenient, and well cared for accommodations. D. THAT THE USE WILL BE IN HARMONY WITH AND PROMOTE THE GENERAL PURPOSES AND INTENT OF THIS CHAPTER The existing motels provide this service- a kitchenette- new motels can not be constructed without meeting the minimal customary expectations of their guests. This project has been frustrated by that condition and has not been able to obtain financing with that restriction. The Community needs additional resort motel space, however, until this Special Exception is amended, this project can not be constructed. E. THAT THE USE WILL BE COMPATIBLE WITH ITS SURROUNDINGS AND WITH THE CHARACTER OF THE NEIGHBORHOOD AND OF THE COMMUNITY IN GENERAL, PARTICULARLY WITH REGARD TO VISIBILITY, SCALE AND OVERALL APPEARANCE The exterior of the buildings will not change, the interior space is modified to place a prefabricated kitchenette in the living area. All other resort motels in the Town of Southold have this amenity and the use has become customary and accessory to resort motels. F. THAT ALL PROPOSED STRUCTURES, EQUIPMENT AND MATERIAL SHALL BE READILY ACCESSIBLE FOR FIRE & POLICE PROTECTION The kitchenette will meet New York State Fire Prevention and Building Code standards. No other change to the unit is required. LSM DEVELOPMENT CORP 5 BEAVER LANE WEST WESTNAMPTON, NY 11977 (631)369-8058 IF LSM (631) 369-7746 fax W W W.LSMDEVELOPMEM.COM • August 22, 2005 Planning Department,Town of Southold a Southold Town Hall PO Box 1179 Southold,New York 11971 AUG 2 2 2005 i I i RE: Cliffside Resort SCDHS approval Dear Board Members, Attached please find one original copy of the Suffolk County Department of Health Services permit to construct for Cliffside Resort. Additional copies are being sent under separate cover. hankThank you,, `J\ David S. Lantz,Pres. LSM Development Corp. Cc: Patricia Moore,Atty. LASER FICHE FORM Planning Board Site Plans and Amended Site Plans SPRe Type: Approved Proiect Type: Site Plans Status: Final - Pending Inspection SCTM # : 1000 - 45.-l-2.1 Proiect Name: Breezy Sound a/k/a Cliffside Resort Address: 61475 CR 48, Greenport Hamlet: Greenport Applicant Name: Breezy Sound Corp. Owner Name: Breezy Sound Zone 1 : RR Approval Date: 9/26/05 OPTIONAL ADDITIONAL INFORMATION A date indicates that we have received the related information End SP Date: Zone 2: Zone 3: Location: The property is located on CR 48 in Greenport. SC Filing Date: Cand R's : Home Assoc: R and M Agreement: SCAN Date: 7 - b of / yVP , �G 0 V SITE PLAN MIOU� R0A0� kB) (c�N� R� m OLD �pIN k0p0 CLIFFSIDE RESORT MAiN ROAD (Ri 25) SITUATE �I°P° �P GREENPORT ° 000 TOWN OF SOUTHOLD SUFFOLK COUNTY , NEW YORK V LOCATION MAP SCALE 1" = 500' LONG ISLAND SOUND 191 oir LIST OF DRAWINGS / xc 1 DIMENSIONAL PLAN I 2 CONSTRUCTION PLAN / 1000-045-1-3 / I I I 3 ROAD PROFILES & SITE DETAILS 4 LANDSCAPE PLAN / SUBJECT PROPERTY I I I 5 EROSION CONTROL PLAN \✓ 1DDo-040-1-1 I 1 I 6 SANITARY SEWER & WATER MAIN PLAN 7 WATER MAIN, DRAINAGE AND SANITARY DETAILS fooD-040-1-s \ ' I 040 aoo-ass-1-s A< I SITE DATA SITE AREA 310,647 SF OR 7.13 ACRES TAX LOT No. DISTRICT 1000, SECTION 45, BLOCK 01 , LOT 2.1 ROAD I ZONING RR—RESORT/RESIDENTIAL (COUNTY ROUTE 48) USE CONDOMINIUMS P�� / - - 1 -- - - 1 OF LLAGE y GREE/yppRT — � \ REQUIRED PROPOSED FRONT YARD 35' MIN. 50' SIDE YARD 15' MIN. 30' i �' (G" / 000 045-2-10.4 oOD-045-2-2 I I ��pG��� REAR YARD 35' MIN. 185'± I I I 'En Of�GµE � � 0PLOT COVERAGE 25% MAX 8.14% o Q, I pGE - 0 LANDSCAPE COVERAGE 25.9% / ZONE HDI101, V / HAMLET DENSITY S 100 PAVED AREAS (INCL. SIDEWALKS & PARKING ) 16.08% ' RESIDENTIAL I I 1000-045-2-1 PARKING CALCULATIONS / I LL__I — — — — — — J I PARKING REQUIRED CONDOMINIUMS 1 SPACE PER UNIT 69 UNITS—TOTAL REQUIRED 69 SPACES / OLDOREENPORr / PARKING PROVIDED 80 SPACES (INCL. 5 HANDICAP SPACES) I OF 50I).��pGE OF roj I / 70� J1 WATEFi�.INE(5) MUST BE INSPECTED BY THE 43 ' /770 SUFFO(K� COUNTY DEPT. OF HEALTH SERVICES. O�d LY partment of Health Services CALL 852.2097, 48 HOURS IN ADVANCE, Suffolk Com Dc ADJACENT OWNERS AND ADDRESS TO SCHEDULE INSPECTION(S), Approval for Constraction•Other ��•/ �0` 1000-040-01-001 1000-045-02-001 dfereNFoa.�C.D/u0-�Oag- 0 0/S_" ✓ERAD MOTEL CORP ✓ N Wr .Dest°gnn SFlow S1D P .S(.(TPhI /�uMP STFl PON A1ROfMF4N ANJ/ CLY'3F rt 21695 SOUND NEW AVENUE CA THOME 750UN/5 ❑ne/e1 ��'-�A� n+�'c zxw SOUTHOLD NY 11971 190 CENTRAL OR/VE l hcs� pl°ns have hese reviewed t6r gen¢ral conformance with Sbg'o]]t MAT717UCK NY 11952 CARBON M=REQUIRED Cont:r ijep;.,-t^:eat of Featt!+ Services staaderda, aaceVelatn to water / Q4 1000-045-01-005 J' "+ ROSE M MCCANN 1000-045-02-002. 010.04 CERTIFIC ` ' P ` and ;:ewn , Disposal Reardtes, of nny omiesloas. W SAN SIMEON BY THE SOUND ` I" R" S t0 1B WILSON STREET P O BOX 2122 lack ct detail, wo,tractioa is inquihi� HARTSDALENY 10530 red to e"`=ordaece with the attached permit conditions and applicablebin NORTH ROAD p CREENPORT NY 11944 standards,muss,specifically waived bythe Department.This a rov d 1000-045-01-003 NO FINALAPPROVAL WITHOUT expires 3 years from the approve]dnt¢, xtended or renewed. 1001-001-01-001.01 E o e XD44s�B APPROVAL BY HAZARDOUS MATERIALS �k AUG 18 2005 o ' Q 236 JR OF CREENPORT GREENPORT NY 71944 236 3RD STREET ' S sGtlYAAM//vim PDOL. GREENPORT NY 11944 Approval Date AA n� Reviewer X MAJVMUM 3t0 PE D/— 7'�Y62 F-0O7• /S H �//VA-L /�pSRO y/}L FSl TFFE t//LCAGF OF A-Lcows7 POR H9U56 COKn/6e no NS. /F� CL112E11P'1 7' /0,C 771E PU/-1P ST4 rlON AVD r-OR[g /L4A/n! l,f Qc-qulzc-6 7D lsS u,n�vCE' 01 F//�rAC APPAIiavpL FRnM S, 7D F{3 KEY PLAN SCALE r-100' DRAWINGS Barrett, Bonacci & VanWeele, P.C. y T 4.r• W OWNER / APPLICANT q CIVIL ENGINEERS/SURVEYORS/PLANNERS '„j QUOGUE WOODS BUILDING LC 175ACommerce 31/4351111 ve, Haupp FAX 631Y 11788 AUG 22 2005 8 CO.,' TEL 631/435-I wwwbbvpc.co 631/435-1022 Jessup Avenue RE SED 4/23/04 - S17FOC & PARK/ DATA - RENSED 10/31/03 - LOCA770N MAP Quogue, NY 11959 PROJECT No AOOo446 MATRIX:M4 4 NEW: m m Q4 l *CkZ N� ban d. as oa�TNT b � NY•f.4� tl•F "! $•aiao� + `iy g +tl3ni3 &2 y, ;hni3 1 X22 h` I + 2 n g &2 b n N ~ % EMnNGGRA 0E� - - o§ _N� Lo 222^2 w w b 2 +b 50 50 b n � bti II cJ N& Je ` 3my g� 50 n ti t NIK N h5ys S 5 . L ,lLhy J cry D y, 2222 EX/S77NG HA TER MAIN n nm +m wen ` N a b NES `N `S yy N �+ +m n N EATS NC LRADE I I uNj. II3 hIp„�N u~i���� ben mtl + x��2 m �2 nb own aaa w NPROca.ED EWSRNG GRADE w �0- GRADE X222 + .��. EXISTIN LORA -\ I +rA GRAOEG I +tld m�2 $$ w PROPOSED LigADE 77 O 1.31x' �p V U V v Q GRADE DffSZWG �2 8' 18 PVC b 40 50 5 5 40 40 'w 81 IF a y a ~ $ 6 p ry0'F FRO O PROo GRADE O9 7 � OPALIE 6 sOR 20 IF o a 6611 O� t�GRADiS' DR 18 P O ILW WA DER /N ti I. LF EZEIS 82 � O BO WATER MA/N 116' O R60 x B yp ELE . 37.61 air PVC STA 2+86 LTi g h b O 0.60 B OR iB PVC 11 O 0.60 ,S8 S OG UNIT 202 c 44 O L50X 56 LF o a40 4 W BLDG E UNIT 206 ' x g Q 8' 35 PVC 8'SDR 35 P STA 2 S 2+07 ti STA 2+49 STA 2 64 E(/N/T Ol STA 2+09 8[OG E UNIT 106 k % t t N ti mer _ BLDG uhgr 102 SrA 2+B2 b b &OG E UN/T 1 STA 2+79 •`m m m m N+ b TOP 1B'DRAIN SLOG 0 UN/T 104 BLDG UNIT 203 N DATUM ELEV ELEV.' 31.91 DATUM J.RV DATUM ELEV DATUM ELEV DATUM ELEV BLDG E UNIT 205 DAT30.00 V 2 n F 90.00 R m 1 F h b erg 90.00 M.Nt y g P'1 �4.bNj, �g h h h h M 40.00 M m 40.00 b 0) 40.00 u1 R I%RRq b� V� `h n w b o 2 b w b F N b2 q NJnYf NO hn 0+41 1+00 2+00 2+61 0+00 1+00 1+72 2+00 3+00 3+f0 0+00 0+56 1+72 2+00 2+93 1+72 2+00 2+88 0+41 1+00 2+00 J+00 3+41 SMH-2 TO SMH-2C SMH-2 TO SMH-2E PUMP STATION TO SMH-5 SMH5 TO SMH6 (EXIST.) SMH-4 TO SMH-4A SMH-4 TO SMH-4B REFER TO SHEET 7 FOR PROFILE OF FORCE MAIN. SANITARY SEWER PROFILES SCALE: 1"=4Q' HORZ. TEST BORING DATA NOTES 1'=4 VERT. y 1. Contractor shall be reapans/hle for the secursg of al/ necessary + 3900 353 -� / \ m Y 9 underground appurtenances before / r.1• I ) _ / + ' ( l SURVEY DANE �&' -11#,�200f \ >7 ALa W&a^P170AU O R Permlta prior commencing wok. \ I + / \ \ tAAU AR WAWA aNTehTah Vk s•� I/C 2 The archgor shall vests e// and nal \ \ / / / / 3z a \ \ \ \ \ (en)es+-snz eanmendng work to ensvro proper placement of proposed facA/Nos. 43850 I Son/tory sewer pOa shall be P.V,0. SDR-J5 unless otherwise noted, \ \} 356 / \ / / / \•32\ \ \ \ TEST BOANO NO. B-•1 TEST BgOKs NO. B-s / l ---� \ �- A Al/ mos /s0. sewer oho// be eight (B) Inch diameter P.KG A// +39,750 .. \ \ a1EY sa7f E:Ev +sof house connectlms shall be six (6) Inch diameter. All pipe s a, anow sANO L0.WY, RNE (5^J z0' Pvrod areas with less than 4 feet of rows shall be DR-18, 8-10 :Z' ` 1'•WA.YER 3eu W \ / .3 B- RA•.YBRONIE WA•RAY SYLry 2p 3.9 \ \ y z°' 5. Wotan Mas Pootand era The in Is 10 filet, The minimum between o 8-105 _ - \ \ i t 3+ 9 SAND FINE BeEx RA .rR sanitary aeww and water mos h !0 feet. The ms/mum wrUca/ / a (IVP) _ RAY SAND S N E WLZS MARSE ro 8--205 \ :�. \ \ zO' daarance between o sanitary sower and water main Is !8 sMex B-1D2 . . / \ 33+ \ \ BROMN ML TY SAND, RNE 5I RAIEL 120' MmIUN ro FINE 15I RAYED, NET, (sal) B-2O2 ON EL. \ \ / --� / / \ (•SP1 6: House connections shall be Instal/ed as shown. A SuHdk County \ txr/sRoxN SAND, coARSE m Nmiuu 0.0. Mondwd dean-out shall be Matd/ed as discoed when length of HOUSE CON BUIL r 38.15 "� �' \ E�Y/ST/NG STRUC>7YRE M RNE 1Ol RA wT, NET house cannecilm exceeds 100 feat and of bends aweedMg 23 / 1' WATER SER 14 �V / /NV. S . 15 DING '•Bn B- 38 LF- 0.O7 } \ \ 3.5 as.T 0 BE REMOVED \ degrees / (T ) \ so UNITS 2 1 7. Owner veil/ enter Mto an agreement with SCWA for mostenonce of hydrants Xl��ONNECT / FF 44.43 30.9 a W SAND, MEDRFN 7°RNE IAT 10, REY7BRONN 54VA MEDIUM M FINE10.' 1.• + RAICL, MOST RAVEL, *ET 8 Hevtsg wA/ be supplied by electric Lr gas rysfams with no proHalms for / 86 POOL/ 1 .9 M 47 LF 0 55OX 30.2 RED7aRONN S 17RALE RLN M& REDDISN BROW SAND SONE MLN make-up water 1>lE � B / SDG." EXISTING fe.CIWNYbATJ,ONS FOR BUILDINGS B & C lB" PUC I TOSH LI LL / 03 / O loo WA]ER 2636 so' zo' 33 T 20x RAYL, NmlaM ro nME .TO.a RAw1, I / B-1 -- T 3 E REMOVED + I SBOwrS D, MEDIUM ro RNE sl 10' BBONN SAND, MEDIUM 70 RNE 15X 1o• / `) 1 06 . - - \ / \ I / RIM I \ 1 RA wz -1 RAM. NET GENERAL NOTES SANITARY/BEWER8 -'5 ") 42.43 + 8-206 `� \ / 3275 A7.d BRONN SAND, FINE MX RAYL ZD• DARK STOW SLIYSWD GRACE 0' zO. APPROXIMATE RUSHED BOGY, 5 LY.I YRYR Ser RA w \CLEARING LI T-sem ) \ + - - \ \ W \ BRONN SAMA MEDIUM M FvF *Fr 1. No constructlan she// commence until the hs/IowIncandR/ms are met- \T1 1D' AT.O' DARX MAY SAND, RNE MET 10' 9 SRONN S 4 COARSE W MEDIUM W DARK RAY MTY SAND. MALE OF A. The owner, mgseer and contractor attend a pre-construct/on mmtsg \ / ` B- 1 U \ W _ \ BI BOX RA 4EL, MOIST, (ONJ CLAY, VERY RNE IDI RAYL. (SN) with 1 / / RIM B- xG 70• Q'I � \ zD' zo' reorasentolMx 47.00 ) 201 = V M/ \ \ � '�� � - RlM I � Deportment of Public N{xka /1� E_4 4+38 4243 \ Z CIV °1°}� A! -T - Q \ \ -' _ 32.E BRONN MN4 m w m RNE ss Approve) tom sfruet by SUfFIXK COUNTY DEPARTMENT OF 10' DAFK BROMN SAMA nNE NET 10' / \ - ,. , p _ K-1 -31.55 \ B. An __ I /\ ( + b+' 10 __ - - - Z 1 3e.e •i 1' WATB� HEAL IN SERlACE3 (SLnVfS) hos been reteirod. \ + \a' O `1 \ \ + \ \ 6� _ NLS \ No aErvw'Rv zO' 9RDNN 70 MALE 521; LYIARSE ro 20' B- RIM Mmxnu m RNE ,vex RAYII, ser G fie Owner a hla w aantatlro hos not/Aad the SCOHS M x7A'ts 10, to repro g O^f0 l \ of his sten!/on to eanmance construction and he/xhe shall submit m LMONN SANG, NED/UM ro RNE 5I 10' E-3 2•FI f 43 �,_, RAYL accurate schedule of mt/elpoted work progress at /soot 14 colendm TEST BOR/NG ,. , C� C\ q h , 7p i ( days par to actual suspended, a written dote. /f for my ll be construatim ed + ys. /� f < y 1 A ^�' + \ NO. B-3 i j� C^2p? ?01 •1` A 3z6 acnxu sANOr cur$ RNE (s't) zD' /s temparorAy suspended, a wv/lten not/ro of some shall be bmam/tted en dan \ 3).9 I ® 'l^ - �]J• `�+� O ` p, \ 2 T y, i� - - \ S=hS athe �least three! (3) !los work odors prior to actual orxanmancemane data \ 3 �� ^ C 00 \ +41.43 J O \ \ \ _ _ \ �� OP TOUN ` O !" BRONN SwD, RNE of So' ND REL'OIERY 1D' together with a revised progress schedule shall be frvnam/tted to the ' B 42 i c3 \ IX/SE OWN. a ? S iQ RAY CUY ScVF 82TY S4V0, PENT zD' TW 4 06 4473 _ ".� C � 1 2 J-2 _ V77 \ N✓. 3593 Q O •F '� i W U O RlM Q J � O 3 FINE (sc) D. The owner and/m contractor hos Ned a// neeexsary �Ap//rnt/ons wRh .�a ,p S W G G G \ RIZ \ \ ';` BLDG C' �L (Y NYS= the Suffolk County Department of Health Service; SCOH.S I 1 Y Z U U Z Z Z \ 1 \ /p. T �//Y��I DARK B w VW,, I \ I 44.38 IO Y 2 Z 2 41 16 450 ` 6 ' 312 the loco/ town and has obtased all necessary approvals PROPOSED - \ \ \ - - +F 4/V/j� �n �( DARK aPoMN ML TY SANDS )RACE a ZO' PUMP STAT (P STA \ \ C^10 36 T•93 y cu Y), RNE Dox RAttz, (su) 2. AS worhmansh0 and moter/ds for sewer ronstructim Mduded M Mls preAbct shall tanfarn to Me latest requbernents of the SCDHS Spec/Bc°t/ona for + % NO WARR ENLY W/ m, PERKED N° WA) ENDW W Sewer Cpnabl/C!/m sdus/wr of d/ rovidma and addenda Nleraf0. /n d/ / 1 44.50 { 1 / \ WA 1ER AT 10' 1 \ _ �!(JV 3 .12}74 42\ \ 39.93 4 ,2Q• C^ > cases where canonk ex/at bat wean the emhoet documents and the latest _ �X ( roWahna of the a SCOH5 Sha for Sewer CmaWetlon, the Mterprotatlm 1 X \ \} dand ralsgs of the SCOHS shall be bsdsg. 1 �\R ,5, �z44.2B Rl L .x Uzi 3��3} � res 4s'4o - !, BW 41.40 �' 843 � 52- \ 43.30 \ 39.93 \ +�TOT. �,G C^f0 I (y � ,1 Prim to the scapwvt/m of my mateNd 0.r equ4oment Mto the work !➢wr U G G G TC 40.45 \ _ x \ 2 C^ 6 5 les of shop drawn catalog cut; cheroctonet/c curro; test I 1 ; I O - 44 38 •',�/ CIG ?Z Z Z I! 40 \ _ OT 2 TEST 170RN0 tea 11NiB () s p 0.p eta 9 2� 2Z BC 3995 \ \ O ;.g \ 6 (1 rew/ta pe�hrmanee data, eta as requHed by So7f/S Md/ be submitted to the SCLNfS No mater/°/ or Ment she// rOvac& vtad 7q, the work until a// o „ - °I + TO 40.95 \ m �'� \ 397p'+ G`Z' �0 G `r4 -�('' ELEV last regtF/rod aubmRlda aro re�'i�teOwed and Lq+proAed M w.ftMy, by the SGOHS AM/N. `Z• 3 ® 5539, + -T� 'y. A 1+B fAC1 LF O \ ^�. \ - P✓C 36 a BBOW.SAND, UMUN ro nNE 15w 40' N1 N (BACK 1 9� TC 4336 / A/ 42 2BBX B' m - .33 3 a / RAttL (ser) 4. SmRary gravity lses shall be laid ° minimum distance of JRO' hadzmtd/y D 1 5 5 9 m. t \ eC 42 B6 /NK SE SWR J5 P _ + �I and 1.5 wartlmll below m exists 0.r proposed water main. (p \ 7 G IL' '= y_ H-3 o- 39 8 Y Y 9 O\7 9 r 6' a/. 7O /N NE 3,7.91 ^Y 1 >' ��Ap ± DOLLHOUSE OQ TC 43. AV I 1' WATER �i B,C 36. _ _ \ +G 'Y Y BRONN s D Mmlum ro RNE BOX S The contractor she// fum/sh and sold/ m underground maksg lope ;along SC O 0 \ 1 BC 4 4 \ / k il_4 Y Y �- Y RAYL 0.0 all sewer IMe; force mains and house connect/ma M °ccadonce with SCOHS 1 43.2 A \'• `�` • QP 4 SA7?WCE ` BOT SAA�T4.96 G G Oa ro y 36 5 36'. •>). apeciBtatlms for same \ + kOI \ 'O > TC 430 I (T)P.) SMH TOa (TRAIN J1:B4 f 4 Z yV Z CI y0, Y^YG Gl -/ ,q V� LF4 \}a '�•TC 4.2 BC 42.52/ tt STA O+ w R G Miry• �' \ C^7 o BROW swD, MEDIUM ro ME 5x 6. The contractor ape// dWermthe the exact /ocat/m and clew!/m of exlstsg Q v 3 4 9 - \ oar G + o z0• SETT /p ,n7? O 0\• BOT. SAN. JB32 4 1� Rill 39.07 utAlt/ea (Indudsg ex/atsg aewaaJ by 9e✓d sroat/got/m. The emhoetcr Prl*4 .40 20 ? T �/I. �p WATER 36••82 4e., p • /NV SW 34.08 TC 37 B 2pD/f•0 C 39.36- • • 39.9 B �J aRONN SIN°, MmIUN nl RNE fOx la regomaANe to deteTnse Me Lrdequxy of d/ ex/stsg sewers to accept Bw 39 40 ? (r I �0 44 32 �` m /NV NE 3239 Sts BC 37 3 O. D,t 8-DR f / 9,SOK, 0 \ aqA 10' connection of the proposed work. The EngMeer shall be not/Red of my / / Xj7rj• /NV 3 ✓369 \ \ B PVC tC\A,G \ L conflicts between exfstsg utAftka and of my Inadequacy of the ex/stsg '_Ss 9 7 G r 2 4.se y, p \ .22 \ / + _ \ seww /Mer to properfy accept proposed commotions and flown WA TER k '1` •>lr \ \ •`-- 4 7. /t Is the ra+pmaAiAlty of the Omw to mat" d/ meas disturbed by his \ O rr MA/ AS RED RED G 3 +' \ SO' -'3141 wok to the a1fft1/m as behxe The wok commenced, �l G-2 +6z + R� DRAIN JL91 7 \ g 470' NO✓ N I 146 \ SEE O`TLE \ TEST BORING O LP 4 \ / / eRoxr✓SAMA MmiuM 1°RNE 5x IZO' ri \ d Durs construct/m, o r;4, and mate of S being moat r0. sent to observe and NO. B-2 x 0+85 O O O eC 36.80 � \ /+ / / � � RAYL. (sNq nA•anIne the workmanah/p and materials being Incorpant�sto the p%bct. �a / / C 44.rd51 0� TO } � a, _ � R!M G- B G-5 \ / / O SIM` 2E The District shall be the salepage as to whether the construction I' WATER SC 44.39 \ T 20 �?yr,;? /NV E 34.5 1' WATER 2+.s1 3 pr°Hded h M romp//mce with Departmental requMements At my time duMg 9 SERyOE r �4g 34.35 C 50; 40 O H-6 T '19.75 / (� MM , yy� the course of conetrutt/m that the wank /s deemed unacceptab/q ° stop wok \ CX NIX/ CCNN. (TVP.) BC 36 90 O 39 2 y_5 /NV SW 33 sale veil/ be issued and my wok per/amsd °Rer the /swmce of such m STA 2+61 r O\ ® / y 2B Typ LtQ�' /Y ( \ order shall not be accepted or opproved by the SCOHS Unapproved wok and/or / O 4515 RIM 44.40 r 7 �•2 • \ / SUMMARY OF SANITARY.SEWAGE FLOWS mater/D/s shall be removed and rWA7ced to the sot/sftc!/m of the So7HS / 1 6 I lNV SW 39.12 48 76 D^ 07 OG b' V� 7 g� TC 38.46 _ BROW SAND, IME, 10%RA VEL, NET S0 before ww t0 recommence work will be ted. 13 r \ 2pI BOT. WA]ER 37.61 BC 3Z 90 � l approval 9/0/1 •O 4 71M@ER RETAINING WALL INV NE M95 r\ T� Main ?p g � tai rap SAN. 36;It � \ (> � \ ++' 6B UN/TS X 150 6PO = 10,200 GPD O• W/TH FENCE (SEE DETAIL) I O FF V m \ � TC 1 97 / I7 B OXN SIND/wAYL nNE m 2D' (<600 SF WIkITCHOVEITIE) 9 The owner and h19 em tracts(!✓ shot/ d s condiMe fall In accordance the TC 45.6H\ T NlT OAr V \\n 1 MmIUK sea RAYII, YaST, (CW) construction aRe s ° safe, nm-hazardous cwndit/m d/ s occadmce w/N 9 C 4514 r °� O? S2 3 a. \ (�' (/ 47.47 / Q• I MANAGERS APARTMENT(650 SFJ: 225 GPD / .� the ulroments of the New Yak State Department of Lobes, OSHA and e// ?O2 68 4529 • 0 \ eRONN SAND, nNE 1Dx RAwZ 10' OeF/OLS' 354 SF x RR6 0pD/SF = 21 QaD OBIe' a Clea how nsd/ct/m. Unless oMerw1ore wed M Wr/tM b BW 4540 45 O 4}• r \ 4 \ K' 0- FOOL EMIR.. ROOM 200 SF x 0.04 0PD/SF = 81�Q � 9 ,U oPPro 9 Y •yam s x 40..6 + �Q /fS the contmcta shall erect and maintain adequate fsocsg around all / •71• `O r ()x •9 9 E_ BRONN RAVEL SAND, CQAB E m @ MmluM M RNE 73x RAIL NET, (OW) 10' °pen eKeawt/ons DOTAL FZOI{` 10.454 GPD + '5.57 4556 PRO? THRUST r i 563 amt \ -104 y 452 �/ I I I } BBONN S4VA MMUM M RNE Sar 10' J0, Fsal approval shall not be granted until al/ of the fc/Iowag / SEI BLOCK (TVP.) c3x 0^7 } e I^,6� \ B -204 } / / / 495 / °PAS requkaments we R/fA/ed to the sot/sfactlm of the SCOHS 45.77 \ 0 0� O R UI sr ,w 4Ts TC 44 30 r \ O 2 5 BUIL "E" ore a / / �� eve 0.4° Fro Recrowry zo' A. The s tan shall be sub ted to tests t° eatablfsh the adequacy of BC 44 67 S A 2 3 j= 4 OS HW N. E yy4� _ p /d 9 deo Y / BC 43 e0 y D-2 AI 4 +, 4 ® a /NV. 5b�7J'P. /NN f2tO55 FZOLW AREAS mquiIrual components the and of the Fact system's ability a to meet the / I O l V N ' 0� A'U LDG T' 12 UNITS �- / / RONN SAND. RNE sI RAYII. 1P' BU/LD/NGS ADE (!2 UN/75J 4,736 SF requ(rernenls of the approval contract d0eumaats. All aeteptmee testing \ FF 53.' ' / / BUILDINGS 8,,C (16 UNITS) 9,400 SF shall be pwfamed at no cast to the SCDHS and no accaptmce E_701 \ / / BROXN RAYII SAN°, RNE SDI z0, MANAGERS APARTMENT 702 SF testsg shall be pmfmmvd unless witnessed by a duly authorized TC 45.45 'W TC 46 28 0 0, B w 09 3 RALEL, x£r, (R) TC 4 .40 I 6 , E-2p1 £-10 \ l 4 (� \ rg0roaenfot/ro of the SCONS fie SGYIfS ah0// be the ode AfFdge as TC 45.06 O BC 44 95 @C 4 .90 C 45.78 G E- 2 r \ / / "J to the adequacy of the /tams tested and dsfects shall be corrected to py' 8C 44.50 BC_2 TC 4763 / ,q_T `) 450.68 202 Aro WATER ENCN)lIf m the a°tlsfact/m of the SGOHS / O I BC 4663 512 • • E-1p my C1' gC_3 AV E-2 5 E- \ LEGEI,D Ensnno wwoPosm B. ReprodavVe ur-bu6t'record e/nwinge of the completed sewage TC 45.50 I 7C 4822 rC 4770 OS 106 16 _A A CONOCUan ayatem she// be aubm/tted M the SCOHS As DUNDs must be BC 45.00 I 7 4682 TO 665 C 4772 BC 4720A,p, U . A \ CURB 9n Y Y 1a' / TO 4546 U A-2 G G U 4 C' U E-206 A A� s/ ed and sea/sub ° du/ licensed New Yak Stove Land tim a and C 46.32 BC 4615 ,q-,j - G A meat on a euilab/e T sn Tex A pp/y permanent record of Me exact /oroHm and / Be 44 9s I 3 O O rc SD.SB 0 G G\AG 5129+ ('�. \ e/ewtlan of aeww /Ins; sWcture; club;�broa�earned/ms, wywi B'D. P. FAA Y\ Q' / SIDEWALK and oppurverlancex Arbu6vs' shv ?g s ocrordmro with s) BC 50.08 T s. y be Ink Otm_War her us-bu6t'g mad s for eaww vanatruetfon And / 26 LF ® 377X �) YALV£ � 9 R 78"" PVC / ( ) HYDR'INT s) 5O SUH 4 TC SO BB - _�j0 46 be Mk m mytw or egad dr°Nsg Med/a m/troA/m and/w dlg/to% as (Typ oc 3) C�.38-116 LF O 0.Sox 8'SDR .15 VC T 8b (� so z - n quked by SCOHS n TO 4516 / I TC 4 7 I -F7 RMSTA 0.30 _ C 4730 DRYWELL W/ INLET BC 44.66 BC 6 77 TC 4777 K� RIM 5RJ0 \ rC 50 70 (y O Sultab/e os-bugt'record dmw/ngs of the completed sewage woks shall B 7 / B 4727 INV SW 42.69 } ,Q K) TC 50 8 BC 4960 \ be submitted vi SCONE ahtenanc must sdude, but not be /Ml/ted to APPR /RR/GA AON WELL LOCATION /NV NW 42.52 '� '/- I 0.63 /NV NE 4.197 BG 50 58 /- (}, \ alta p/m, f eratim and mosvmmce mroud; schematics ea ands mus tory (TO BE INCLUDED /N IRRIGATIONMDESIGN) l-2 TC 4939 H 4+ /Jy / O be sMgs of d sMcO% y a New and State rptd Pr OraW/nal meal DRYWELL W MANHOLE COVER / I SYSTEM DESIGN) O BC 4B.89 M a /�L be signed and sealed h ° New Yak State l dru n Proles,mal / I .SEPARA IF PLANS BY TO 49 84 RIM 5R \ Engsaar, and must be Ink m myfor or egad dreft/ng Medio, mlcrolAm TC 47 B6 f� and or df itd, as rvWftd b SCVH.T �L��j \ `) 50 NA j1o4 ENgNEER/N(n PC � I � BC 4934 V 7p BC 47. , \ \ / 9 Y / ) I } / DRYWELL W/ CURB INLET 11. A// material and methods of cmatruct/m must comply with the Standards A�l Y I 53.T � / \ \ and Spedflcutionr of the SUFFOLK DO-ARTMENT OF HEALTH 5ERIlaES TC 57.05 /� \ y BC 50.55 ,w 49.3 BC 4641 �-}1,- r � r'�r � /�T � MANHOLE • \ TO 49.68 - v 521 TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 1J6) 427 / }453 +a5o �"' s6T r �r�r� BC 4938 Y �^ 'Y Y \ \ CATCH BASIN ® n l + PROPOSED NEW EDGE OF PAVEMENT I r�Y'� 51 s '/r Y -�^Y Y Y Y Y Y-Y yr Y'Y'Y^5p�.` Y REFER 70 COUNTY OF SUFFOLK DPW 1 \ r�r � (� / TC 51.23 sz.3 s3,� GJZ I \ STORM DRAIN D- REVISIONS Barrett Bonacci r 7/9/01 REV ENTRANCE 1 GRAD/NG & ALIGNMENT PLAN PROJECT RRZ( TEST BOR/NG ( BC 50.73 S 507 ROOF DRAIN RD - _o" \ No 5518 R) HOT \ NO. ora -#-) (�/ BC 5073 TO 51.88 APPNOX/MATE / \ 7 02 FORCE & VanWeele P.C. ET✓CLb•SURE f BC 57.38 CL,7G LIMITS / SANITARY SEWER 5 s 8/2/02 REAR DRYNELLS O 1 OR 48 CROSSING TO BE ACCO&FLASNED 1 56.3 6 4 HC PARKING \ a 1 µl ( TO 5275 s9a FORCE MAIN - FM / RIM - A A PROPOSED METER VAULT INROUgf JACKING RP 0/SEC77LWAL BC 5725 403 a 99 \ Rlv o" (REFERENCE SrrVA CRD \ DRILLING AS AUINOWED BY SCOPW f) /I 58 1 2Z / / / 6125/ay "Aar TRMNT PWT I 8/7/03 SC.H.O. COilMEN75 _�aaz9 6 �y SCWA DETA/GS) J \ (SEE SEPARATE PLANS BY s2 1^1 WATER MAIN SERVICE _W_ WS- _ NAKo4 L7DONL2F/Na P.R) $ 19.3'3239• / A A A A A A A A A A A A -) v unuTY POLE 10, 1,1-7A53SGN.D. MMOV75 rc s255 Tc 5z / CIVIL ENGINEERS/SURVEYORS/PLANNERS 41 efi _ _ o e : -- • r -- _ _ .� _ _ _A��r A`A A TO 5 35 TC 53 6 X52 . BC 5205 BC 51. \ 3/29/04 WATER R SEWER PROP. TAP` __�RLIP -o" T'� " � f9% �4 `- _ r A_A_x`A_ `A_A`A A�A_A_ 7 / s,T STREET/TRAFFIC SIGN T 175ACommerceDrive, Hauppauge, NY 11788 43,3 - \ VALVE °f' °N on-� o BC 51 g5 _ , LAYWT A. °" °n oN " /` A, h �_ .C1 / WATER VALVE ® TEL 631/435-1111 FAX 631/435-1022 i e6 9.3°- so.ss 15 s s2 1z s s° °" o"- 4/23/04 WATER SEA?WCE - THRUST BLOCK A www.bbvpc.com 50.90. / 53 \ 51 61 50 4e 7/2/b4 SEWAGE TRMNT PWT www.bbv C,C°m 9 / o +69e soup w"rrE LINE ++9 pro- + 519s \ HYDRANT Amended Site Plan for + Sp. CLEANOUT O 3121105 FaTCE MAIN 43.36 W W w W gy 4, 5233 S,pb SOLI° WHI,E LINE 50.9° � / w W BC 5200 /6105 NE COa40. v '5z / �� -}s3 / ea°NEN w"I,E uNE _ a%+a h0 s°Ta �ry sz°e sz re s2 r HYDRANT WIRES OH 4114105 SMYS CORMAEN75 / r / 7 -7 �/ , TTS \ °0 61.E LL. NE ° °66 = 6,2�T5 SeoFIS GavMEMTS CLIFFSIDE RESORT TTS 6ousLE rELLow INE +952 s 3 / sl 9z FENCE X X- 7/12/05 S-(:OI/MENIS +41 REfER TO ROAD IMPROVEMENT FLAN sz s6 AS PREPARED BY BARRETT, BONACC/ CONTOUR 65 65- 8 NRS GREENPORT / NOR ROAD (C.R. 8) c VAN HEEL$ PC FOR WORK / / B P SA u " - 31 / / �L� � T�Y� �sz.°z sz s9 HITHIN SUFFOLK COUNTY R.a W. 5241 31.fi0 3oLm w"I1 UNC 5°T9 s°z +eToo � � / 4479 603 soup w"I,E UNE 0.9 ss (MI001 E 4 ©,AD) �szbs / - SPOT GRADE } O I �� "-120 TOWN OF SOU THOLD SUFFOLK COUNTY NY / I / 56 IF o R4ax 8' SDR 35 PVC 5 n /B � £ B L . U5 SHEET ON 46,'9 PLAN s 5 s,e3 so 63 TOP OT CURB GRADE Gw.3 r D SANITARY SEWER �e.c>-_ +9.9. sz.3z o" on oN o" FLOW ARROW IPI �L`` �' AND 8 3 °H a o" o" on moo" °" °" °N �� () ' 4r 0.9 TIMBER RETAINING WALL + GRAPI�YC SCALE SMH SMH 6 E195r. 266 ° NO' 7zae of m p to m w Le STA 0+00 STA 0+56 .�o + §s:ra SITE LIGHTING ,.� M ARO IONP\. UX BY WATER MAIN MM 52.25 EDM 5235 .1 GLEN Da,AL LNCINLER IN PLAN 7 g /NV 4595 /NV E 4556 (EXIST.✓ PAVEMENT RESTOSATToV PER UNIT NUMBER A-102 Acc020�N ATI�MLAEILnCN�9L°FNIS INV W 45.73 (PROP.) PA /MPROVEt/LNT PLANS ® _°° •`"'2G IN FAWT ) DOOM BY MAW BYDATE SCALE PRDECT NO, I inch = 20 a• ✓E .1ECHE°(ED BY E 11121/00 AS SHOWN A000446 3 LM SAN DESIGN NEW. TECHNICAL SPECIFICATIONS - WATER MAINS AND APPURTENANCES .SLS IN EYCES w9'BQOWPA4EMLNTSY/B- GRADE COMPACTED TO SOX MSH70 r-99 1.0. GENERAL CONDITIONS SOLS W EXCESS d'9'BEZOWPAmviNr SUB- SANCUr EX/SRNG GRADE CCWPACTED RT 9OX AASHTO r-99 PAVEMENT 2'BEYOND SOILS w7HIN 9' O'-PA IEMENT 1.7 k. work h h to prkvmed b arormits ce Me far the on of M Feaw•d, Statq County and aH other man/e¢a ogene/ea hos*rg,lutadkt/an ower the OAMEIER O _ 7RENLW NHERE'REOV SUBOPADE COWPACTED 70 959 work The Cmbaetr rd/ chtah d/pamita necessary for Me canplete prhxmann of wake BEND 6 8' f0' 12' sANOUT masiwC RESTOP FOR PA770V (rYP)MENr AASI70MT--99 E"Mry PER 1.2 The Canhmtor wM gurmltev d/ work for a pa*d of me year ban Me date of Me Owmre sial wrRtanAVEMENT 2'BEYOND SOLS WIHW 9' L1r PA VEI/ENT Cmboctr aha/r4eak r raldco'4 at hh own coat and oWea a aff eW$,mwt Perfumed Dorbg Me ane yrka Me OIAMEIER A B f0 f2 TRENCH WIERE RfOb OF MAXIM LYAM INTY 70 954 eupof the anal d/ antroet mak pakrrned and hafah/ed under jrMe Contract that BEND @' B" !O' 12' /6' 1/32 C 8' 9' 10' CF MA" C WACIY PER CURB INLET, FRAME AND GRA 7E PA YEMENI SYU@GRALE EAP PAl•EVfNT (JIMERE APPLICABLE) h kund h be de/ecHw A6 ramed/d work NaS be pa-famed to Me aot/ahxHm of Me comer and aH agencies hawhg jandkt/m. - ' Ani r M9YTD T-89 CAMPBELL T AME N EQUAL A 1-B - 2- J-D -6 A 12 1-6 LJ Prior k eamsetfay ou erectContsh # bid/Protected with to theoe valent c#)g Or of er Wood of any un / 1/16 B 7 8' 9' 10' PAVEMENT sUBARAGE TC. EZEI! MY exlathg uMttles antounfrvd aha/be protected w/fh NeMh , broeing r other drpound ut6tths h M, area of Me prtpoaed wake 132 B 1=3 f'-9' - ' 2=0" =0 g gspmwd means Any u!//ty relocations requbvd shag be coadkofed by Me C 2 -O 2-6 - 3-0 -0 - C 777 77 Canbercfr wlM the uMtty ower. !0 1 ' OD i 2'MAX (WETE APPLICABLE) A 2-0'3-4 3-8' 4-O -4 B 1D A 1-3 1'- '2-1 .. (SEE707E BFL0IV� L4 the Engher ono Me SLfldk Cbunty Ogorbnanl of HealM SrMcw aha/be nat/Red at loot 24 hmro b adwnn of conmancb9 mak admlttbg water to 1/!6 B /-9 2'-3'2'-6 2-6 -6 H B' 9' f0' 12' 1/8 B B' 9' 11' C 2-6 2-B - 4-O -6 / IZ' - C 8• - f0' 6 8 10 a new aeetkn, buNhg r b/owhg off maks r chfahaUan of newly batafted maks, - _ .'. A 2-6 J-O4'-0•4 2-6 J-0 3-6 E 3-B B' .'.'GRANTY SEN£R :.'.'.':' '.........:'.:.'.. ....:.:.'.. 1.5 SL/lose barhe and emt/on a drd/be G' :::...... ......... ..... 2 . ... ... afPr placed and mektahed wound m winamtkiN and perked equ*mmt Pedmhlm and outana6Ae boh7c aha/be 1/B B 2-6 2'-9'J=0 3-6' -O J 7 B' 12' 1-2' 1 4 B ' - mahtahad and prohcted b acordmn w1M Me gWkase proNdma of Me N.YS Mmud of UnMam Truft ChrUoJ DeHcaa C 4-0 4-6 4-9 8-6 8 B / 7 9' 12' 1=3 F l2' J= ' !-B' 2-70' gAg1R� ,�0W C _g r-8 -7' !-5' _ -,0' CEMENT LINED WC7/l.E • S'R/ - E6 Any damage by Me Canbacfr k odAbeant mrbx afdewdks /am sea Nrubx ate, most M eked r aced b Me Cmhaefr of his am anes k IRON WATER MAW ° - NpJNE TO PIPE ZONE .'.''12' :':".:O.D.:....:.::3': ' '':QD.:':''::.':..:.12:'.. BE PLACED /N np Cbn y eAp ....... .... ... Me gop/kade Town, Camty and/r Skfe epedf OMW7A as er/ v .......... ..........::::......: - _ 12 UfTS ................................... 3, B, m y prcoHed, to My esth/actkn of Me Owner. • :`: ,. ......... ......... ........ SgR/NOJNE 7Tl£ h ... ... .. ... . .... ..... ....... ....... ... ... .. .•... •. _ ... . .. ....... ........... .......... . ...... .... ... . ......... ... 2.0 SPECIAL CASTINGS 6 FN°E zavE DA:::':: '?:.:}.'::': ry A x- o w A . ......... 12'LIM MA MRJALS '. ':. :•:; ; :.:` ,': ,a h O S'MNGL/NE w ': 7a Y AV Zf Gay Am r DucMe Am mechmkd Abht mthgv WB be uM/zed unless oMrw/ae hdkated on Me drowkga DuciWa4an MMegs aha/ haw Me left" bh'r �d � .. . , �.s •.. � :•'� "• � ..:; :: D 9WW,XlNE 5' a a _ _ _- ... ... .... .._ __ 8'LM��.�4rErE LP J 2 - STONE _ __ DUCTILE'coat an Mem. a SA DIM AIA WQf K/ERNA7QYW E ____ ITy SaRINGL/NE ELEVA nay ° '� 6"LM By SON za arpff o amw(aASS 46 MR) MARE 2.2 f7tthlggaa wlth machanka Abhf Ganges Nd/ cmfam h Me dknanNare, Wdghta klranroa ate. !cr groylim and/r dreGe/ron ,Ver A.N.S/./A.W.W.A a• a' a ir" r� ••' •' ____ ____ TO SPR/NGY/NE ECEVADON M. FrMCE MA/N -VwlBcatfwv C7,f0-77 r khat roMdm. '{ M Ae a*^' 'ter 6� 25' 18' 25' J ``; b 1NS6bNf'W/WK/S BN Iy)pWD 23 Aojfws 8lthpa aha/haw o provsne rothg of 250 p.aL up k ono hdudhg 12 bch dkmatr ono 150 aC for er Man ,? hch dkmetan Duet6abm sura Aa"'eii'b tNSIrA4EYA/ERIC 6BICpMIOffD LifA01W"E1jr 11 OR AI) WERE OIBIIL FACIYAIIYAY LF/FE!/d9N0'ES Mal aha/how v pressure mfhg of 350 p.&I up to and hdbMg 24 hch alemetr. H Servo �� � PAWSaffiff2va"NEPIDAM SECTION A-A � fOUNDA FOUNW7HW OR Ind ELMELMPR 2.4 Anthga Nd/how dkwdy cast goon Man the mmukefwer'a Mrit/Keot/ay prwsuro rathg, nambal dkrmetr of epanhgx and the number of degreat Or ozASAAu FLIT FIX/NDA IWNWNLW O4 SAWREL TAMPED IN70 PIPE f=fibn of Me Okde an a9 bmake FUN REMP era aAls : "' W1/4 Ptwo HAUNCYIE-S ATCYW7RAc7OPs BAMM TAMPED 1770 PIPE DISMERON.G E HAUNCHM ATCON/RAC7OR5CATCH BASIN - TYPE25 Mechm/ro/Abhl 1lFthggaa Nay be used w/M 'push-on')iT.6rt pie with Me,bkrt cmhxmh9 k A.MS/. �xJlkvt/m Alt 11-1979 r /oleo! roWalon r A.W WA ' dSLRE7rAN. NOTES 5radAbotkn CJ7I-79 r Iatest rodakn. N.T.S.2.6 Ag Rtthgo ahoy be camant-/eked k ae.admce with A.W.W.A. ,9,vanny n 0104-74 r latest Mwerm, r A.N.SI -1mcf1caf/an Alto-1974 r latest roNNm. I 1. C1ASS/, //, /// Ol /V CLN/PAC7E0 BAL7CF/LL MA1ER/AL REO//RED /N ALL PIPE /NSTACLAnON . __L ° ° N07E527 The Abkrf de6rchm lar mechanical Aehh shall not mond 5 dearms (dMr /9 Inch ofhet for an 18 foot length of ppe r 21 hch afloat fr a 20 foot d . D/4 - ° ZONE$ PER USCS t CLASS/, //, Al OP/V COI/PAC7ED BALI07/L MA7ERUL REOU/RED /N ALL PYRE ZONES PER USCS (UNIFIED SOL aA--VRCA nal SYSTEM). T . (UN/Rm SOY p ASSJF/CAndv Srs7EM). 2. /F DEPTH 7RENai EXCEEDS 5' THE CDV7RACmOR MUST PROVIDE 9fEERNG length of A") for Mea 6 hch Mrough f2 hch dk mots. Aammblod Abhh Nodd not be deflected 2. E DEPT" O' MI NDY EXCEEDS 5', VE CYW7RAC70R MUST PROVIDE SHEEMIG AND BRA ONG OR A SHEEANG BOX IN ACCORDANCE• WTH OSHA REWLAnONS AND BRACING OR A SYWUNG BOY W AC!CDPDANCE WW GSHA REGTULAUCLS AS AN AL7EWNANV£ fF PEWnED BY INE ENGYNEER 7HE TRENCH WALLS MAY 28 Concrete sachbg aha/be opplhd an d/ploe Thea 4 hch h dameh- r/agr at a1 teas plugs aapa and of bands de8eetbg 22 1/2 degrees r mac. AS AN ALTEWNARV$ b=PfRWnED BY Wer ENGNEE2 WE 7RFNCH WA MA MAY BE CUT BAOK 70 A 1:1 SLOPE O4 7HE NATURAL ANGLE OF REPOSE'FOP 7HE LIE CUT BACK 7D A f:f SLOE OR 7HE NA7URAL ANGI E a,REPOSE FOR 7HE SOZ, WHICHEVER /S QPEA TER g rot be of canreh of o mh hamhg a campresehe abwngfh of not has Man 2,000 p.a1. ®'oddrg .rid/be placed betwem adM ground and 7� F'IORZONiAL �M @p CAP SO'L. NH/p/EYEW /S G1REATER Me 8tthg to be anchmag as shown an Me plan %nBWWAL BEEM S WERE PIPE/S INSTALLED WIH LESS MAN 3' OF COVER, ALL BALYCh7LL .L WATER MAW 70 W f7STAUM W7H 4'-6'MEN COMM. MA IER/AL 7HRWGMOUT !HE PIPE ZONE 1S TO BE CLASS o MA7E7NAL 3.o GATE VALVES THRUST BLOCK DETAILS PIPE TRENCH DETAIL - WATER MAIN DUAL PIPE TRENCH DETAIL N.T.S 31 K/ wrtkof gah Palma up to and hdudh9 12 hch d7ametr rag cmAmn to AW.W.A. $esMmNons 0709 r /oteaf roslskAa. Got, whoa shall be bon body, N.T.S bronze-mmnha 200 peal. mhhrum wm*hg prmsrre, nm-noir stem. .I2 Gate saws aha/hdude mechmkd Abht anch complete with ail Abbt commoner hdudhg gaskets, GRAVITY SEWER 6 FORCE MLS ) N.T.S 33 Mrkhgs shoo be roof an Me bonnet r body of arch wise and Me6 Now Me mmuloafurra name r mark Me year Me whw avtbg was mode, Me 2-6'MAX. Mrs of Me Saha and Me dedgratka of wa*hg water pressure. 1-6'MN. GA IF VAL VB 10 BE EQUAL 70 AMA CONDRE77E RLL 34 Vow boor Nr be Mrue-poen coat ban, 5-1/4'NoR dklhg 4Pa with mat km comm w/M 'WA 7ER'coat m Me row•a SeSpRCA nLW ANlSym GRADE ALL HYDRANTS 70 BE C-50D 4.0 HYDRANTS wow, EDDY--IOWA aRCA LoY LVED _ A A EDGE 4! N/ h)dmh Na/ conf6rrrr k A.W.W.A. S�padllrotlas L502-73 r/oleo! roHw6n for Dry Bard Ake Hydmta � ~ O I , PA OF (7YP) s• 7}p/CIL FROV B(p& U,yLE55 1TI 42 AN hydrmh Nall ham prmalent mmVhga k/nflQHg Me mawfacturr, and deafgnothg Me Mn of Me moi wow opens and Me SAFETY FLANGE OIHEWWSE DIREC7ID. M_ _q_ Ma//be 8/gced so as tv be lea-_may dh� m&o G7d jIgh(9 8RO'{,Jg/Bl,h �iGIB SOY{ $13[ONgd. g ywo' of mmu/aeturc FINAL GRADE _ L3 A poaitM oparathg orate w1w Nab be Included to "In Me hyWmt propeny by opmkg v som as Me maker sive /s dosed Were drub saw rd/ don **an Me mob w✓w h wpm. VAC,£AND VAL VE BOX g h 70 BE LOC,A7ED AS a11 1 4.•. VALVE BOX CYIYDf Awl= Nab be prodded WPM o 6'b/et With mechanled Abht and comeleh with dI Abht aeeessadw hdudbg gaskets and two 2 1/2" ou6eh with N.Y. � DIRECTED. Pi ' ' . Crp. Mreada. 2 LAYERS OF TARPAPER 46 RODOW0 BETREE7 7EE 1 '. /-1/4"X //4'STEEL STRAP 4.5 A r and scomd coat of abt Nag be TYPE X"'AOA/STABLE MANHO£ prAm P app//ed h each hydrant 1qo axt/m. the bond Nd/be ya/aw with dumbum tape and cope. OVER !-1/2 STONE. I AND VALVE AND BWgfAM SET KA a7�RYG No. 490 �N SHAPm 70 vAL,£ INFER ✓ALV£AND m NG7E S BUFFALO TYPE COME7F OR FRAME G LOLYC/NC COVER HPO!YEIF/YLENE YDRANT-SEF APPROVED EQUAL Nj' W017ER SERVICE FILM 2000 P5 CONCRETE -r v 6'LATERAL (CgogR PM. 5.0 WATER MAIN OR 57 NE ANWO RAGE N n+Rusr BLapl AGAINST UNDIS7URBE0 :-><r.�, RN/SHEO GRACE • d a df '' �, CURB STOP MUUEZLE7R H-15204 Oe' ." MAI IDUALS FAR1H. y, :. ,. APPROVED EWAL • !/4'dA. BAR 70P T 51 NbMorMob plobg raJ/be B Inch roman! Iib a4ef6e ban p{oe, M/dnees par 52 ma,tb9 Me reprbamanh of apeaiBeaNarr A.W.WA. DED Z V'L C-f50/A2,.50-96 ;INS Standad few 7hklxsn Deign of Ducf9e-Iran P{ae'and 0-1041A21.4-95 1ANS Standard kr Cement Mortar Lhbg fr ,`� . . ,a v -"�AD°D WASHED GRAVEL �•- --•r+- T a 'a .. a c Ouefge-/ran P(oe and RtMrga for War'r /cleat reNalana The p4,hg Nall be katal/ed h accordance HM A.W.W.A. C607-99 7natd/atkn of (APPR. 1/T CY) L AD,A/ST ID GRADE W7H Duef6e-/nn ,Wfr Make and Mab Appurhnaneea' Or ktmt roHMm. e. CONG MYC K7 W7H 57CWE CONCRETE QP CCWCRE/F%GOC CORPOPAnav SIA, Ml/Q1EA H-,5000 5' MORTAR (4 MM-12-MAX) f'-0" CCWLWEIF MN/Mh/M 6' 7N/dl AND f2'SO/ARE OP APPROVED EO/AC W)H APAC FUCC rIYP) 1 24' ( ) ANp/OP BLOpC 3_O• 52 Plae ono caup/Ings Nal/bear klrrllBmt/m mrkbgs Mat wM rmm Ieglse dwhg mm�af hanalhg storage and Inatmat/an, which hob been goplhd BODY St/PPLRT/M4rJ SERVICE /NGfE MANUF. /OENnRCARON 2' O.G AN o manner Mat wW not reduce Me abangM of Me pie a coup/hg r oMrw/es drnoge Man, t) PUMPEW WTLET SPALL FACE S7REFT, HOSE O/RE7S SHALL BE SADDLE/107. ALL WA 7EF ONES BULL BE CAST IN WALL (7YP) GSD STD. MM STEPS SJ t mvf n. Ab*rt rd/ a used un/ees oMrw/ae bdkcred h Mem epedhcatlona .rash Nal/ emkrm to AW.W,A. �eNBcot/on G,7,/A2L1,-00 r PARALLEL TO STREET. 4-6-BELOW GRADE (SEE DETA/LJ • VALVE ANCHORAGE DETAIL khat uM-m 2.) PLRALLEE 7 S RYdUNT 70 BE LYIECYCEO /N 7IW dRECnLWS, 90 DEGREES APART. 7/@'Sb OR 3/4'OIA.S2F /NSTALLARON J) ROVING SHALL CQNSST OF 71,0 3/4' IHREALLrD RATS CAREFULLY SEAUNG SWIM RUBBER N.T.S COI TED W7H 97EIMAS77C PAINT. RLOOW0 MAY BE OM/rTEO arum v S4 Watermase Nd/be IoM k Me /hes and 9radv estab//shed by Ma plana and eped9eatkna unless othernAw by Me Owner or hfa WE MAW AND LA 7ERAL VAL ONE WERE A TAPPING VALVE OR _ rga mnkt/w Trenches Nal/be asoawted to Me r&Wkwd al4vmmt depM and wMM and In eonhamance w1M aB Federal, State and Iced regulaffma HYDRANT VAL V£AhWaWNG 7EE/S USED. 3-J'MAX. 4-0• 4) 1-//2'S70NE'BULL BE PLACED AROUND THE HYDRANT FRO! THE WA 70? M"" WATER SERVICE DETAIL be emo Me aubgrvde h found h be unstableOrto r h bc•/odr ares chars rofusaL organic motNa; or aMr unauRN/e mafMd, each matrhd Nal BOTRW O• zur 7AMay,, BUT AT LEAST 6'BELOW WE BASE ae, be removed !o o mhknum of(B) bchea r fa Me depM ordered by M, ongher, and rgdoced undr Me a*wtlm of Me mgbrvr with dean, stab/, RTE HYDRANT 7O 6'A90W THE W,IS7E GAMING ANO TO A DISTANCE N.T.S grarar backf f materia: Trench beddrg Tall com burn to Me UnhBM stmdads O• f2'ARO/ND WE ELBOW. KAP-N-SE'AL fZEMBLE SLEEVE 5) HYDRANTS WR/PLUGGED DRAWS SHACC HAW A 3'BUCYC FOR APPROVED &QUAL ( ONLY. 56 fie CMbcoter shoo be requ*ed to use gap,•owd moor to kmo water out of Me hanches able p¢e h bmg IoM and away f m Me Abhfe unt6 H)DRA TY W7 dLUG ED DRAWUAVEINE PUMPER A 3'S ORaEo t5 OR APPROVED EQUAL (TVP) they how mt. 6.) IF ORO/NDWA MR IS ENCOUN7EWED WDAN 7 FEET Ge'SURFACE; NEEP In�IV., ALL LPEN/NGS 07HERWSE ch mgBkmask, No/ be aecorle Orm w1M matrkh rpprowd rocks Me antons I /2 hoh ro with Me plana AN om 80 mofeOth rd/be free hon HOLES SHALL BE PLUGGED AND HYDRANT fN/MPED AFTER USE '•5 '+ 2• (lyp) 3/4b `• MUST BE PRECAST. a*rehm rah, mgh wgetabl� r spank dffl erhatand sou/ora rocks r atmv 1 she he In r/ager h IN a alp ft r thether motMal Mat In Me B:Y6' "Y TYPICAL SZE ayw A7 Me FLUSUN h u BAC7 i mope and aanpaeHan efPloe benches NaY ore h aeeordarn wIM Ma d tai m Me plana HYDRANT DETAIL CAMOML FRAME d COVER MODEL Na 1735 pILL14/F/An[W, fLUSHWG AND BAC7ER/CILOOCAL 7ESIWG N.T.S OR APPROVED EQUAL '. ..' _. .•.4Z. FLEMBLE JCNNT(IVP) FWNDAnON WALL SB Lh1Q`*O hos rd/be In acerdonee w/M AW.W.A .^1ied6eotfm C651-99 r faint nNMm. the requked ddorhe onage /s 100 mg/7 of ddahe h S7CPPER OR END PLUG MAVCK/7N/C BASF X FDORNG Me mah4 wIM a chlahe redabd of not Iva Man 50 mgt at d/ tknv SECTION A-A Mar make Nd/be sown o7 of a BuNhg Or no of not lees Man cN Ent pr sal go unt6 ay mud and atony re rbmowd ban Ma mob 59 3X13 kV" CAVO% F PAD and Me ddorkre reddrd h either reduced to zero or not hlphr Mon Me ch/ahe raakird 9anroly prow6hg In Me ayatr». 510 Che bwterldogkaf Sampo wNN be requkwd for each 4000 /hear fat of wafer mak and for each dead nd If M smepoes on, obkhed h my f0' 10' I `•'�:^.`• .r :^'-.:<' XOIE$ 5' paMt MIN. sea, mm dehAad asmplhg all be roquked. ARer each aeelkn of moIn by boon sown off, amrP/es of malar Nd/ be taken Pian Me rPpvowd i =hg pobts by Me lob Personnel bam a New Yarn State Approved Lobarotarys The costa tar Me bactrldogka' testa Nag be Pali far by Me ` 1 ALL MANFHO E SWIMS SHALL CONFORM W7HAS TMC-478-7A STANDARD Cmfroetm & S>EORCARONS FOR PRECAST REINFORCED CAN07E7E M.H. S077ONS 511 No matka s of new mob Nd/be opened to Me dhh9nikn system mM nagat/se bmtrklogkol testa an, obkbed by a New York State Approwd SENER MAIN OR 2 MANHOLE R/ScA SEC77aV 70 BE FUR7/5HED /N 1,2,3 OR 4'HE7O/7S AS REQUIRED. Lobaokry(*fin a eathleah Mot Me sample was !dean by ochavtory persomd) and gWrow/ Is granted by the angher and the -%ffbk County SERVICE LA 7ERAL i�i.�WA WA 7ER MAI NO 3 MANUF. 70 CERnFY FIAT MANHOLES DELIVERED MEET ALL REOJ/REMEN7S OF _ ENT SYAB Q PVC PIPE GSD S'EG£ DepgrtURE of LEAK GE ZEST PAI. VARIABLE _� INHERE APPLICABLE) PRE557/RE AND LEAKAGE TESTS m� 30'ELBOW - -I I -SII FOOnNG 512 A Presses tut Nd/be amdreted an all make h aceadann W N, A.W.W.A. S ewd e:af/ma 0600-99, r Iateaf renis n. Under Me pressure W& �YOND Me hMM Of Ne p evuro Na/be est of /mat 50 pram! oboes Me nand op toothg efewelra but a no eon lees Mm ,Oahe(/b based m Me u'�°"S SANITARY SEWER MANHOLE "Y" BRANCH GRADE alewtkn of Me lowest Pohl an Me /b, r aeetkn mar teaE and ccrrxlad k Me d�w!/an of Me tot ganga. Presavro Nd/be •P/hd by mems JO' !0' of a pump connected to Me p4e h o mamr"Nerachry h Me Oman. ASSEMBLY N.T.S. It 77( MIN' F0077NG STEPPED DONN 513 A leakage hat raj be condreted an aH maha In salad sechms h accordance w/M A.WW.A. -9,mW hon 0-6010-99 r latest MVWW, abler NOTE T'/P >a ACCOIHODA 7E.SEVER ant evffly60 po or Ina bow nay ,iter Ma Pressure hat but boon ousef/m, M eamp/eled Under Ma /aoFoge test Me hydrvtofk affm of Nat test est of WHEN NSMU LINES CROSS ABOVE WA TER LINES THE SEEQ ONES SHALL _ /east SD percent ascan manna opaotIng preeaure, but In no nes /ev Mm 100 peal, hr Me par!/aAr/orot/rr, and Me drra!/m of Me teat rah be at lent two howl No plea hafal/athn W6f be accepted untg leakage /s /ass Man Me number of gdlms Per hour, as defambad b the lrmu/a: WA MAIN SrA OF MATERIALS AND JLYNTS THAT ARE EDU/VALENT 70 _, _ y00 � 8UNE AS REQUIRED O/A. Y WATER MANN STANDARDS pr CAVS7RUCnW FOR INE ENnRE LENGTH, ANO L SD p SHALL BE PRESSURE TION. 7 ASSURE WA S ShA L BE r LF T 300 FiErSAOFROM E7 AINT ae, WATER UNE SOVNIS SHALL BE AT LEAST TEN FEET FROM 1HE PONT CP LROSSNA L• al/owffile /eaand �raappee In galena pr hour, 80' WYF S /mgM of ppabre h fes4p D: nomhal eeo/ ie h bchex' WATER/SEWER CROSSING DETAIL CLEANOUT DETAIL CAST/RAN Ewa. sENER UNE P• aseroge feel Pressure &rrbg Me leakage lost h pounds pr aquaro hch ganga MRO/GH FOUNDA RAN N.T.S (ADAPTER AS REQUIRED). 81/ RPZ DEVICE EQUAL MODEL BBO OR SeF 'r BRANCH ASSEMBLY O4 W SENER TRUNK UNE N07E A: ' N CURB INCEr- ym RIMARDS FWAADRY TYPE K1022 PROPOSED -HOT BOX'/HYDROCONL CAMPBELL FOUNDRY TYPES 2501 O4 2511 8' 8' gOLMHART FOUNDRY TYPE B24-63455 ENCLOSURREMDOEL HB6E--D (OP EQUAL) SEWER SERVICE CONNECTION ryQA�y' I W� 6 1052 x 711W x 641H (/NSDE DIMENSIONS) N T.S men �2 pROULAR INLET WERE INDICATED AN PLAN � GOLD/N EXCESS OF 9'BELOW PAVEMENT Sf/B-GRADE COMPACTED 70 90x AASH7O T-99 w EX/ nNG APADE� - - CURB UNE PAVEMENT SANOUT Enswo TEST COO! T TEST cowSOLS w7xw 9' DF PAVEMENT / 50 T.0 ELEY. EEC ELEY. pA IIWMVr 2' BEMD7RENCH WHERE REDD SUBGRADE COMPACTED TO 957 SCREENED UNDOWEAn/ 18' M/N UNDERNEATH EXISRNG FUR p,1 Vf7MENr OF MAIA7MUM DENSrY PER DRAIN PORr B' 30' WIN. AIR GAP 117 L x B7'W x 4' LYWLRETE SLAB AT C.ONCAETE MM%X`r ee unrs:n. WA 7ER MAI SEE NOTE il' ALLOW 4'FOR RNAL RESTONA770/✓ AASH7O r-99 AD•.VS7MENT OF CASRNG (7W) B' 1. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR �"f�� - I PAV£NENT•S(/BGRADE TEMPERATURE AND SHRINKAGE, TRANSPORT, AND TO ALLOW THE STRUCTURE TO � 'S''IB 00. + 2'MAX. (IMINE APPLICABLE) `' WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS -- - ay (SEE 707E BELOW) 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST CONCRETE STRUCTURES SHALL INCLUDE MANUFACTURER'S CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO B" WATER MA/N WITHSTAND THE LOADS NOTED ABOVE. NA�ER?MAIN L44 RTF 3. ALL PRECAST STUCTURES SHALL BE MANUFACTURED WITH 4000 PSI / 28 DAY MADE j/ � - � - - - hxASs lV � SECTION A-A 70 E�� RCP PIPE EPZ ELENAMON (TbP FOR Ir B' i 4' ) STRENGTH CONCRETE. /% CE MAN e e e e e e e I W HAOf1LL ABOVE 4'RPZ DEVICE'FEWO N.I.S. NOTES PROPOSED %/ F . e e e 4• ee��� NOTE . ;.:. .' ... ..'.:, O NF BE PLACED 1N MODEL 860 O4 EQUAL 1. RPZ TO BE MIN/MUM 8'FROM BACK WALL W7H WATER MAIN / PRECASr Slow DRAIN RINGS Oi GLASS 4/46/ OR /V ....:OP.'.. . .'.''.'". .. . (ROTA7E TEST COOKS 32 x 56'ACCESS PANELS fEST COCKS ON EX7ERICR SLOE. 40 40 2 C3IM ® 2M ® ® en EM MI �I COMPACTED BAOC-- 12'LIFTS AS NECESSARY 70 3'MIN. F RLL MA76VAL AV C FACE EXTERIOR) 2. DEVICES MUST BE PROTECTED AGA/NST FREEDNO TA)( MAP No. p18Tp�T 1000, RECTION 46, BLOCK p1 LOT 21 \ lxoo� // m® [� C� ® ® ® ®® Q ALL PIPE ZONES WSTALLA NON REQUIRES (2) 150OW HEATERS THECOLL 2 PER USCS JO'MIN. LYEARANCE 10 .q:IHFA@ AND SHALL NOT BE EXPOSED 7O RELIEF REVISIONS ®® ® ® ® ® ® ®® (UN/RED SOIL D SPMNOJNEfiES - Barrett, BOnaCCI \\ Ea® ® Cm om ® ® ®m - - - SAar/LL PLACED ALTERNATELY IN WHEN OPEN 57RUCnOV CLASSYR)AnLW B'UF75 OY BO1NS SDfS LF 4. 4 OS d• Y VALVE dSCfURGE: & VanWeele P.C. h / SYSTEMS VAL VF (7YP.) 6/25/03 SEWAGE 7RA(Nr PWT " A / 70 SoRINGLINE ELEVA MN 3/21/05 PIPE MENCH OEM& GRWNDWA � � � BEAO'NG CYASS 1,IJ Q4 111 NHOlE 4 J AOEOH/A7E ELECTRIC PoNt32 SHALL BE PRONGED. 4 / ° DVRW6 EXCAYAMY O'Poer 7RENpk3 DRMAIMALISENCUNIERED RAAIN PORT ( ) ® 4 TEST COCKS MUST HA VE 30' MN/MUM /14/O5 SGVHS COWMEN75 • I BACKRLL MATERIAL TO BE' - EENEO tR IN Pa E WHEN BOX/S LPEN. 5/6/05 RPZ DETAIL REVISED (LEAN SAND AND GRA VEZ FLATAW-FHOUNO FOUNLnW W7HCU OR-/ �:\\T,\G\�/�\� WATER MA/N M/N AND MUST BE SCREENED. 7/1 @ REDUCER 6/2/05 RPZ DETA/L REVISED ♦ • S DRAIN PAP75 CANNOT BE SUB,.ECT ID gOGD/NG \ PROPOSED B' 2/OS RPZ DETAIL REVISED REMOVE ALL CLAY ALONG BU/LONG BAaOLL TAMPED IWO PIPE 70 SIE 6. PROPER MAINTENANCE MUST BE PERFORMED. AS REOU CIVIL ENGINEERS/SURVEYORS/PLANNERS ! /RED. HAUNCHES, AT CON7RAcTQRS -- DISLREAAV. 7. DEVICES MUST BE FROM NEW YORK STA 7E 175A Commerce Drive, Hauppauge, NY 11788 DATUM ELEV APPROVED user. SD oD a' os c r TEL 631/435-1111 FAX 631/435-1022 � 5 DEVICES MUST BE SUPPORTED 70 THE FLOOR www.bbvpc.com F DE'. A 8-1/2' VALVE (TVP.) A W7H PIPE STANCH/ANS UNDERLYING SAND AND GRAVEL 57RA TA 1F DEPTH A 7REM2! T PROVIDE OR EXCEEDS AND B'RPZ DEVICE F6 I CLEAR :�,NF �n .�„a+j °, VN'• a off' ^y ^y h y y INE CON7RAC7CR MUST PRONOf S/EE'1/NG AND MODE. B60 A4 EO/AL - MIN. 9. /NSTALLAnAV 7U CONFORM WIN ST/FFO'K COUNTY yS Amended Site Plan for ONG AS AN AL 7ERNA 27K INE 7RENCYH WATER AUIN TO CSTANDARDS WALLS MUST BE OUT BACK TO 1:1 R 7H OR J0• RESHUENr WEDGE OR BALL VALVES TO BE USED. CLIFFSIDE RESORT N07E1` THE NATURAL ANGLE LF REPOSE FOR THE SO4 1. MINIMUM OI' 12'BETWEEN POO_'& WBCHEVER IS AREA TER. 105• 0+00 J+00 1+72 ?+00 3+Oy J+10 RE !1. ENCYOSYURE TO BE -HOT BOX/HYDROCONE' OR ` 2. CTANWLAR OPENING 70 MATO" SZE CF CASRNG 32'x 58'ACCESS PANELS Az 30'MIN. CLEARANCE TO EQUAL GREE4pORT NEAREST OBSTRUCRON d W1EN OPEN 12. ENCLOSURE 7O BE NEW YORK DESGNA 7701Vi�0 t7 TOWN OF SOUTHOLD SUFFOLK COUNTY NY 0 RCE MAIN FROM PUMP STATION TO SMH-5 LEACHING BASIN PIPE TRENCH DETAIL - RCP N.T. sH�r S N.T.S. NO7E PRIOR 70 ORDERING HOT BOX ENCLOSURE, CON7RACTAR r< �I 70 VERIFY/N7ER/OR OMENSOYS W7H RESPECT TO RT77NG5 fir' n WATER MAIN DRAINAGE NECESSARY 70 L'OMPLE7E THE /NSTALLAnAV AS SHOW. "F°q90 06' AND SANITARY DETAILS of RPZ IN INSULATED ENCLOSURE °°` AL Err. EXCEPT BY 9 7 LICENSED 0NM ENCMEER IN N.T.$ A ALCOF i:N MIH.=0)Tp9 pr NYS EWCAHM LAW. IS IPECAC LM: oar mEW:DETAIL 7 et 7 DEAGNM BY GRAN BY WE00 BY DAIS SCALE PROJECT NO. ✓E/O✓ ✓E ,/-/py B/7/00 AS SHOWIV A000446 • • MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 JERILYN B.WOODHOUSE o��OF SOUj�,o Southold, NY 11971 Chair �Q OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L. EDWARDS G 54375 State Route 25 MARTIN H.SIDOR (cor. Main Rd. &Youngs Ave.) GEORGE D.SOLOMON �i`COU'M' Southold, NY 111' Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 20, 2005 Patricia Moore, Esq. Main Road Southold, NY 11971 Dear Ms. Moore: RE: Breezy Sound/Cliffside Resort SCTM #1000-45-1-2.1 We are returning herewith the following extra items from our files: Item Date # co ies amended Site Plan 3/17/04 3 Site Plan set of last revised drawings 4/23/04 3 Very truly yo s, Bruno Semon Senior Site Plan Reviewer Encs. _ LVIVV IJL/11V✓ JVVIVV ALL U]ATER AND 5EUER LOCATICNS BASED UPON SIUTAG RES FRY DESAC VATED SU/LD/Aka COANE ,AS /ND{CATECZ N 51✓/Mi TIES AND AS-BU/LT WATER AND SHYER L/NE LOCAT/CWS TAKEN Br NAYL OR EAs/NEER/AG P.C. INEFCJ PE/e50NN'EL 357,32 6 5'" E BAGCGRq/ND DATA, SVGH AS FWI ZDIAC+I O AT/CW.4, CURBS DRAMAGE,ETC. BASED UFGW DATA PROP/DED BJ"BARFETr �- BCVA l ! VAN 04JEELE AND NEK HA5 RELIED CN THE ACCURACY OF 5AV /NF0)e fAT/AV AS A BAS16 FOR TN/5 wmc 'N 3q 07.23• LOCAT/OV5 OF SUCH STRUCTURES COQ/,0"ED CV4-r& ,'EREIWICATED By D/MWVSICN5 /N GREEN TEXT. �-� N 34.34.32" E 5`344' E N 23'76"20"' E N 28'02'70" E N 22'38'26" E N 2235'49" E N 24-25'20" E N 29'15.52- 7 ENG/NEER WAS P/ZFSENT RJLL TIME DUR/AG /N5TALLATICN CF FOFL"E 19,4/N. INVERTS&ERE NOT RECORDED. HOUEVER � 11.65' 52.90' 54.04' 53.26' 57.85" E ENG/NEER USING A NAND LEVEL, . /V CCWFIS-J CON5/STENT UPH/LL PITCH MCff VALVE CHAMBER TO P/PE SLEEVE ENTRr 50 22 20 6$ AT✓ACKE,l PIPE CAST G Z 3 MANHOLE INVERTS AND 51-OPE-4 FRONDED BY/NSTALLlAG CCWTRACTOR �� +�wo.*♦+>E w+rrn -- —_ -- _ ~ z 4 PIPE FCOTAGES ARE MEASURED F 701 Q OF MH TO 6 OF ffFf. -- --- _ 5. 451ERI-KED DATA TAKEN RR M CGNST% NCN MANACERS ",PED L/NE"DRAtU/N r5 -- —; 70 J O u f — / -n F u -22 ry CEPARTIdENTOEHEALTHSERVICESO� 3Ul VAL CP CO4 4v TEDVJC2KS7f1t1H h.S. t f i G o2 - \` � 20e dl pns ! ��2 \ ° wytis thl LeF. 2rEr r r , ,�d found Fo be b Ialler J.HfloenV , �of Wastewater&N.Inagement - 111 fQ -------------- w Q •egrrsderen axraLac em � ty � \ 30 \ vAmw®err �L.,F-�J ` ) Ilk wenn rE m m• nusar�. - rg.¢.s ,1� / / \ 9-�. ia• L 0 `l r�a�• I L b'Y/'f L1LPfD f l ) fJ I / '` i ll 5•- 4-J,P_py.� FF U � nano 8_2a] .. \ e' •rq-y"`rr 43 � �•X-ee� h �� „� <cs �, / BnGlICl9/ I � ��gU rp /` mml�r,.�. b. I ✓ e 2°3 B los �` C�� �, �rauursa \���� .�_�' I ) _.. -_ evw s 1 ♦ / R5.84®nYa L j 1 / It � / S B Q �f_ e-2os � / O ••. � i FO .3 _-fD____ _ ` \ K� } Cir 1 ( NoRevision/Issue Date F„yin-, wnnK and ,wares I 'fi+�=' fib } 52 ' ■ i O 2 c _� �o,� i4 ! �\�t Y9IOy 91GEy�r wT'L % 'D k , 'v Q C—r »eP 1Artw NAYLOR ENGINEERING, / \ sbsl AEIAATO•vc I 11� � s S �. - -- - X i � � ev ° � 3 Long Pond Road 2 Tdi EL I¢3 _ 20a/ d' fL 3191 �fe P X - [ :: Sya1T d Lake Panamoka, New York 11961-1525 �� ' 9 �� ��1 � r a• a d - E� � � I so m o o- P �a '.. - J,f� f tm' .e'es • ♦ 15"SPa,N09 20r ® 929 4 ' ¢ 1� e- )g'Hri '�'TH /48 _ IP _ _ E \ (63V 929-2860 (Teti (630329-255S (Fax) �, � Q t`�. 44 �0 ne.s �r-ms",�oktRm 3 I T.u•m_ rseun ar,sb•e � cro d • �r �irn� r J •.wctro,va T _ n s'�, \ 1-b -- — - kece-+�o•>z.urr-i a I 9aew.s a o-am•u r-W- / nayloreneoptonlinenet - �°a2 � G/ •, o _ PW , -xvroh.5x a-r ,` , 6 T•- o>•a�uyr @* �.. _ _ F Q + - �,.! a- rvxrcw�'` Pi -eemmo z•-ma-5va.se L F� o nd�Q / !// S @ fi5.ul scot/,/ �SC :F° 1 m Q \ � e> �r >b H 0 � r ,�.� i a zr - n�< o.ner Nome aMd. Fi / � `� } � � ew C P- D � nr o-xe/urlo— 949• f/` CLIFFSIDE ASWCIATES / BREEZY SOUND zr las \ 45 East Main Street, 2nd Flo 'sg 1°'rfc Riverhead, New York 11901 QQQ• �/ y- ua 4 =` -20" ' (A ' 42 tt--F 40 e ` Ken Tedaldi, Managing Partner AS'Hb1 5](AY£FEle+w9f.-Iv"Vi t �� pkp h• IL o2 o vNa a 3 0 � $ Fo ZN •O A E-zoo + ff r �. 4'/ (631) 653-6413 (Fax) o -ioa n_, 'as BUILDI wE -zos a � `s"@so rm r _ �� aN s +< Rk m \��-mege/e P.r nnm -::i --. •�• E r-zm >;-la3`e-Tr :r- . rr" fFse p U``+r ill A5fl9� n r. 1. cote dawnava a M ML prRured ncmrm 72 wan 7x / <SJrF•�y T' r+Rr 5'�.�k�. A 2 •-- J E-202 rr \ pmmmne ur Tale VII. ub 1Lo. Secbons ]20U ]a of the New Ya k sloe Edumban Law, i w a . ad U std mw fcwmi am f . ft uwd ne a sn1 ha stung unser Uw ,nett p6 �r a >-2ae L EIND \, pope. of . are ,, in an, sawnal a gihwer. ro a ter am n°senna, gids..'3 a g neerwal%ion �a t°eme�al anua'w f ny r 9s IF a 9P]i / r in seal nna the notallon -4rieretl e - famuea nre r br Line Mtavb e, e ante of aan and a specific daacnptwn a run P �nlxa< con_ .�,e 0 LL nrcermm ""�• `� "• _ AS BUILT SEDER LINE ` z cots orad ns has an I ph nneut fw tM1e apcupyr pmlvc[ M / \ T"/6 vMicaletl. and he an inelrunlanf a service mpyhgM1f� by. and -O f 1 - ' f ®•-a"�� � p -BUILT WATER IaINE uw ame Mp" a. .wbn W. Naylor. Jr. rE. mie amwin, t 1 may not he copied ar —W. m wXle or in port. by na pn1 AS'BU, ILT FORCE M\AIN —FM— RE l ma enwnia a any m hrt a Jnnn W. Nan . Jr.. ) P£ Infringements w any use of W. amwing far an^aMtt _ 4i8 l0 N cuhpoze colt ba pmsaoaea b Me full eAmt of an al ana '@ DRAT E POOL • iw I.- poeamewn a any aa,, of us drn'. not aaanmag T" l 50 ' SO P_11 1 1 Nia mUce or i Ergirwew scot and signuture, in BLUE Ink. DRAIN LNE % \ll ZT. r-6G- yR• p p dill be g. fa, Pranertdinn. f, 1 AS-BUILT SEl1ER HOUSE CONNECTION 50 1 r AS-BUILT UJf�TER SERVICE n �� \ Tw— wart�ercroe<ur '�'ivae9°-�i`o 52°.,;nre A >F xra+nu c'tc coot uwrs - >F AL�£.4�6 sa f� 7 � 2 - - _ anIS I 29794' 1 p Lp i rI /gyp O110 a a a 3 AG — �" eeagrrea ey:JWN 304-Oro Job Na. w a Dasa W: wale: m ! 1 m w a w m _. m a a _ a a a JCN 1' = 30'-/ /TII w Cteckad El, Om.ing Fb. NORTH ROAD (C.R. 48) JWN 01 of 05 00 (MIDDLE ROAD) `\ \ � \•GONTRAGTOR RE. TS / rc u6i LACY 00 TNERE /TIE CL TO 4l4 D L)15T (lk�l//12 ATE 70 Bb'G AR D/STANCETEE No-3 %% ! � 'envfi ,� 'WA rHN aLq7L,RY/CcE\\ 26 a, o. T "G. � 5 BEAi G \,\ L✓///`///�f` iI l i v/ ! 14F / \\ ' /-11 NOPE WA TE R✓/CF _` r y 8-20 8 �� (� ` 2' HDPE F!� RCN � C-ENTEOLDE T/ON AREA 6 �. B_205 - 4 GENTEREO 16' "FiEYN1 'C" .-` `y B-202 Z , ± T� F �)8'Uri OVER t�- - ,1 L% rER ND(F ;E D1 vul // 1 s'_ cEs 4•_mp,� U ITS E r/ 3-2C)7p p A 43 uJa R6�/^m,�PE e.4 / 1L1LJl O z '� a_ ru/O cEs 4--m " g- CEN E/'ENETR4 �1�R CONNECT POCK I ,03 '�D 4'_m4„ G3y,q,a f' BACKTWA� L/ k f Jl 8-203 �\ ✓ 9_'06 1 C-4 \ Pow! ftl4TER SER �\ cN0 po/Nr5S `(�1 '`O /r= Lu O " / E SH j \ : - LL 40 —FD E/ L _ IY� 3 / ` 8A _.......- as 9@'BEND NO \ --FD------ \ LL a 1 --TD - �9E3-20a z � � H F \ I \� LU BB 3 .. I I r O. - G 1I 1 ) - `� V N `tY. 1l1V� 1:900- ,y � D Il JUL � IJ t I _ JUL L 1 R "x O \ 45" NO, 4 R/ L RPZ X 1 i� 1 1 ± / • �IF L A� � � J2 130 o I � D POMP S 1•H/GH STONE R£TAl/IVT.O. 40.7NG WALL www - 9 5 2 T p C 1 \ X £Z 3181 . I O 5•N/(»Y E RETAINING WALL �' /- .-- 45'Bc'-NO NO. 3� m 9 200/ Z�O �0 .. 9�r0 "m OSB -.. ® B. 1 TEE Ab. S R/H MI. 2 Z 1 ` \ D \ ., .. 4.@'GLEARANGE coa.+ER ayFr a T $ o GV No. 9 m °� /� % / @4",v OVER a-i ? I za/ No. Revision/Issue Date .. .. ..1 45'BEND NO-2 Q 9`�/ TA9y�, \ 'V' \ `' fr�, � .. H>D � E No. S / f,O 2 � I 2'-@4"4Rf �VER�/ Lp now. . / i�3'-IDB"FD OYER(tN Y 2002 DW \ 4 '-1JlLM OVER SM I 2'- "FD OYER all 2 Cc. �`� m \ fj 3'-06"SM OYER [n Name aM ntldvs v T n S. VTRAGTORI O "BEND Na 12 gircc / S , 5.5'H/GH STONE RETA/N/ WALL -- _ c �tir�C '�pro � v sHT NAYLOR ENG NEERING, P_G_ ;2axv 3 Long Pond Road 7 jet O yc 14 LNY gq `�}� D-H 0 9• D_ Lake Panamoka, New York 119 61-182 8 / \, �' (63U 929-2860 (Tex) LT OF AERANO �`9" ! per` act` 1 \ /e O SIO 1'3414 / \. vK\ (631) 929-2859 (Fax) 27'H/GH STONE R N C WALL 2-fy'BETJD 4 � \ �p• \r _,•e No O�a qv 04 qa4 /iIv 4L/ \ _�--- a.nu Nome ono .mfoH \ ± 0.5' HIGH STONE RETA/N/N LL EE No. � ��" . G _3 202 ,�,y A QIFFSIDE ASSOCIATES / BREEZY SOUJD 4 E-103 45 East Main Street, 2nd Floor E-20s Riverhead, New York 11901 -2t Ken Tedaldi, Managing Partner gUj 1 a BENpN� O zos o LDj c 2, K 1 C(631) 653-5588 (TeU CTE l7J "� 2 U / �a a�TO6, !•" SE " FF 53-29TS mA R (617 653-6413 (Fax) ±L/CAST Ix, aWPYC F/5 END AL3 B -35� E E-207 �' IDI72 [��5'YT ' E_ mm"covE A-2 202 E" 1. Dow cheek, We been p,eparee In ecord. eoM the +� GV jJ \ - Me New YOA %ab, FUuwctioo L.ow.�K is o viola onTof w4 %Y R\ O A _ _ 1. fm nnyo nnn. unl®s he / she in a ' uMer Me aired i// / GV 1- ' TEE No. NYORAIJT NO. I �T 4y1.g 2 p1dMn of qo dru �ry w%ni if ny port f qa drum - 6 pm ena news. amier ny \` atteretl, qe oHarng egg nee, wM1oll nifix to Me tem o.Mnwj ` D /N!I!43 7 hi. seal end Me nagban 'aver v Ny' talbwen ey he sign apo a demenpann of Me adefaaon. etas:, Me date f aneatian m a NOT R O WA HA> ER 4 ','A T D LLNEJ D A 3 �v N° 4 / l!a I F a 0 SGR 35 e p g 2 ma drvwfre bsw been prwsmtl tse qs .ps=d",s preiesf wnigH , on, �' D�WTS 'QB `//E m�cotea. am Is be Ineeenent f ser"lee fed b mg me be .pie o, used. i hale ec in paM e, on, pnrty CO,�S prop a, John W. "W. Jr., P.E Thre drawing Rigout nn ononL setl no, in f John W. Nsybr. Jr.. RE InfnrgemeMn w aM me of Mi. Ervwing for any agar peryoeea 11 be praxcutal to the full awtent f criminal antl 1 civil low. Passes&ion of any wpy aF thle dawing rat caetnining Com\ W. notice or Me Engineers seal and m ruMwe, in BWE ink, 46 ' will be 9rm sale for ®eM m p T 50 TB@X l I VAL YE Na_ B NO. B-T i ' Zara lU4TER METER VAULT7EST BOR/NG NO. B-T ATE VAL VE At, 14 TF AL VE No. 45 /� Jan uNwJier,r" Na mvwo No. aay Yr. / ` \ O C / amgmU By: Job Na. JUN 304-06 T_p _ _ \ / 29Z.94' o __ = _ - ---- ----- 1 �� i�ng 2. D. � I u f /F JUN 02 of 05 1 mfy� ,+,sv C 1� 1 n;i�i - itlUo n ift, :EE?Jo3 ` 1,. it f! // \ "i / \\ \ " \ t'•, I t / SDR IBP r ,�pIUAL[ � -GY hb 6 _ Il ii�� �;G„ VER I 27h•BFNOh 3 � � �� ti4 S-205 LDIG „ e— 1 >m' u O �R ✓ \,` ` ` 11-1 4 1 TsE/ 3-zo7 43 j oXo 4 43 ma R sJ 1 1 1 CEN ,gip gr'ENETRq YER a // FO t POST CAVB B rERh4/N 04" AREA T/G\fV\E T/NEE TH/S 4 i ' 7 4411A 1 -"J,cb GV ES �nC 8-706 J G_-4 ` IDud47ER SE lE• /NTB-4N0 qE DE/ 6-206 �I • ; �. ` `� c0'�S 223"0ENDAo- 14 /J�J(yJJ(' f - .3 RD Co ti9, 40 'I O 1 L 40 _ ' `� 11-1 --Fa --- i ---- - ---- 9m'BEND NO. / � x� __ --- \-FO--------FD`= --. i K4 1- - "6 H = I BORING - 4 � II `,3nF`,yF2p2 \ TFR J f«0 "� 45� BEND f /4 // C�c,100v/u`sE � J,(`' H_ cn 1 z 76 NO � WZ \ ' .5'X BS'PAD OWN) I \ — -- /V/pS C', 1 1L_ O . .. c �yo•P1yc''!O O RPI ^ \-:.- PUMP stn noN—�'X I ¢ 0 T.O-S. EL 40.75 /44 LFB„0B �� h z a t -- _ ✓ tE ® s53x-_ .. _ r7 / `,.. PW O-4O .. . . ... .. .....--- _ \ rEE No. s � --------- - - _. ..- 'nb Rm Et 36 E \ I'-@4"FD ?p/LF O C� 4"0 8 PVG FJF EERY/ -04"R7 VER VI- B"0 5D ]O `� 1!L'V77 8112 TNI"l AICIM TCA Ik3'-ID8"FD OYER ll � ' i 45' Nall ID63 � 8 `....1 CENTS D 11'_ID9"FRQ•1 ".4" 0s 1-11-al OVER 4S- Qr ! "FD OVER \���qs. R CGWTRAGTORl Q — 5'BEND No. 3'-mb"SM OVER /N,4GE 17 SM OVER ORA NAGE• r' D Na 4 No. Revision Issue Date /w34 �v B7' D-B D 0 D r nM aE Q� f 00-703 34�4 Q / �. O —9 \D NO JL� , E,Igineor Name and Addfeas zo NAYLOR ENGINEERING, f.C. ,�,� rr •%� \ / f� -6 7B'PI/C `- yy �x 3 Long Pond Road /04 ., i o Gv�. 11 Lake Panamoka, New York II561-1828 ps 'SD G` 2p N)DR4N o.3 0� �c70 s tiP `c" a� ¢G \\ E 40 T (63U 929-2860 (Tell 0,zo°2y 4,�,p q r W - o Yr✓o- a j (631) 929-2859 (Fax) 2 D \ A E-103 F u� NoB /I1 h naylor�eoK,tonlinenet 7 N _ L _ 0� F 2�l 'O '' 0� E gUILDI E-20,3 zoo B T TE ,,b. B 4� O ., No. aM Fold— ?s 2/Os ps 6 �' "E» / j m S 1 2 GYN J3 ^ , !/ `gt'caa o�70 &�` 'QYOEs « FF 53 g 6, � ) 45 Ea IDE ASSOCIATES / Floor SOUND s �2p66 I E-707 c rE %`ejr< <R r_ R✓/cEs D-10 45 East Main Street, 2nd Floor s ETE` rRar,. �"ER Y-IDv"DR VER Riverhead, New York 11901 - o E-201 E-,025) 4TVA .--- - fj p E-202 ti'✓=« /// �. ?.. ` k:alri Tedaldi, Managing Pe artnr - E-las 44 / L� f'` --\� C63U 653-5588 (Tel.) E-2 os E-10 -- 1 E-206 (631) 653-6413 (Fax) 64 LF ® 809X WY- 43, 7 TB-PYC 1. mis dsomng nos neon mopoaa in aa�mn� aau, fne Wm m000l a rdb W. ".Io 195. Secfiune 72M — 72M of the Nov York State U.b. Lmr- It n a vlolot— of suid C W. for any Peron. ante® be / she is acting under the aired of . ID'-®1"S"1 OVER FM �' I �4`� ` w Iterea. lne alma�wnyn,sa®snml atr;. to me item Ite2a 1 111 Q nu som nranme wmaon 'aterm rc am Part of ui: maw:ny a a sgn ol fapacir ae.bcrd ti.o of i 1 anrre, me en,e of atermion acrd a me ax.raban. • 11 ind ara.irre nos been Pre"ont foratho enirce m� Praied dImIM, d abumani of pyngfded by. and >�O t �fE` SO D—/t not wllbaut ma seer d written —.—L of Joloo W. N Mr. Jr.. Properly of, .on W. Naylor, Jr.. P.E Thr. droning y Pay ` P.E. hdrlg nm or any use of this dmwrng for any otber MT .. wnlmb. paseacutea Lc�the full of thatnt of Eromn, nolmcanlalning M6 �Iaawwnotitc.. ar lbe Engineem seal ona signotum, in 8WE ink. will be graunda for pr¢xutian. a 7EST BOR/NG 1J0. B-7 APPROXMA'E "� (� CLEAR/NG LIMITS l15812' 1 u me 52 — JU 3'39" W S 19'3 1 i zaoe AUG - 1 2008 297. 94' bhnumTz� :.k.PE f_t No. OK�li Ma. Bay Yr: H Z� Sa�':c'�T:wn QN�&a OX LH OHI OH OH DH � OX OH�6Y QH F, se.igrKa Nr All, Mo. JUN 304-00 Scale: / JGN I' = 20' -00" cneakne By: sra.ire xa. JWN 03 of 05 �— 2J OX ON di OH OH d1�u - i_3 NZ W z z z 111 LL oY W w mA) � Z W w _ Q N Z q oma � Q 1L � @ � 0 „� 3 0 � d) () 3 Z '� S1: ,6OV Q — ly W W -A ---a z w -mi F_ o f :3 14 a o 0 F— > !Ll Q 0 } W 4 QW @ Q W W Q W @ Q z Z a j W j W j w W Z U' U Z c0 U Z cD U z c0 l`S tp n ELEV_ ELEV. LU _ (D Q U 54.00 5400 Z LL o J I Q 52.00 52 00 50.00 5000 i12" ID STEEL SLEEVE 48.00 48.00 46.00 _ 46-00 No. Revision/Issue Date 8" m SDR 35 SEL/ER Engineer Name and neereas INV ELEv a3s6 I I NAYLOR ENGINEERING, P.C. 4400 1 4400 ' 3 Long Pond Road Lake Panamoka, New York 11961-1828 i I (631) 929-2860 (Tel.) 42,00 42,00 (631) 929-2859 (Fax) na y lorenwopton I inenet Owner Nam—rd Mdres 40.00 I 4000 C-LIFFSIDE ASSOCIATES / BREEZY SOUND 45 East Main Street, 2nd Floor Riverhead, New York 11901 38.00 I 38.00 Ken Tedaldi, Managing Partner LEGEND= (631) 653-5588 (Tel.) GRADE 631) 653-6413 (Fax) 36.00 WATER MAIN 36.00 NoBcw: GRAVITY SEWER MAIN 1. Two doowlr boa be n prolrered m acaorcianco wim the pmrisions of Till. ME. A i lw 1+5, SSYiorvs 72M — M90 New r ewe maims e %.ifo n.downy.,ue ed" bu mr a _ WASTEWATER FORCE MAIN xedamn aT a gae—ee gyr' nal 1agmasr. m f W. any 34.00 I Ir' 34.00 Hared, fM erced� er near mao ofr m me itwm ;tared W n tM1ls tlmtl�g in any ,wig. If aM part of Mis emw;.ng 1 'bio sol owl ibe notation 'Nfemd By followed by N. o Iflod re. fbe nate of aremeon dna a apaciBc a iption or wori 2. This drawing M1os bxnbu preporod for tlw specific Pmjn 8" © 50R ;8 S =_''c I I I diealm, ane onsnent of ad.ice copyrighted by. a.-.d oo, oo loo '.N'% _�=v J � r . ibe aWreewtl written aonem< of Jan W. Naylor. J, 32.00 I I I 32.00 KE Wo copra;or geed. a whole a<a part. M am pn-y rayl loo or arty us of Mil drawing for any oMer puryosm will be oi. offon io me Tull edent of cn final antl STATION 0+00 0+50 1+00 1+50 2+00 2+50 3+00 WcmAa leo. B.1 t1fo E mwers"'pig of mid draw; i nL n ;ring will aFg i f Fpri uW tignotore, BLI)E irk. will !e gmwm (a proeawFlan. (June 2WB 3 Jcln W Wyb,Jr-PE LIc W. E633 Mo. DOY Yr. Deeigned By: Job No. JUIN 304-Oro AW (ln Drawn By:JC Score: //� JC_N 1 = 20D -IC/rall { Checked By: Dmwinq No. „ � JLN 04 Of 05 Q - - A5-BUIL T LOCATION DATA - SEIUER MA/N5 AS-BU/LT LOCATION DATA - NC CLEANOUT LOCAT/ONS AS-BUv r/ocArioNCATA - lU4rERMAINS A5-Bu/Lr LOCATION OATA - UZ41ERMAINS ® fl/ LH SLUAG T/ES FROM 17EM TO BU/LO/AK:COWER5 -WlAr? TIES FRU'"1 ITEM TO BUILOIMi CORVE% FRYA`1 S/!//Al+ TIES FRgY/TEFL FO BU/LOAr CO,0YER5 FRL'1N Sl!/!AC T,'ES FRO"7{TEM TO BU/LD/! CO,@VERS IOL - ITEM BUILOAG OES/IdIAr10V C0,0JER OES/CdIATIOV o/5rANCE F,�"1 - TO BUILD/A!G /D 1N/T NO. D167ANGE FROM GORIER J DISTANCE C F UALL ITEM BUILO/AG DESKsVAT/QV GOTdJER DESKvVAT/GN O/STs.WCE FRO`7 - TO /7E/'/ BUILDING OES/GNAT/O,Y CO,®JER OES/GYArfIXJ DISTANCE FRC"- TO LU CLEANOUT No / WlLOAG E" COWER O" /093' /IDB• ".4° - 360' 63" 14YORAAIT No 1 OIALOIAG A" CORi4ER "A" 735' 45'BEND Na. e W/LDMLi 'A" GOA R 'a" 7485' WlLDAG "O" CORNER "F" 1037' W/-PAG "A' 106• "A° - 37.1' 65" BUILD/AG "D" CORDER "A" 600' CLUsmm 4.. -OWER "C"- 5851 z GLEANIXIT NO 1 W/LDAG W. COevER O" 220' lID5• A" - 38J' 68" GATE VALVE No. / WILO AG A" CORNER ",A" - 6881 TEE No. 6 BU/LOAG "O" GORIER 'B" 213' © W 71 BU/LO/w, O° GORIER 'F" 358' 2ID5• "A" - 395' 67' W/LDBXz O" CORNER "A"�_--� 625' WILOAG D" CORNER 'C" 292' CLEANOUT NO 3 WILDIAr, IF. GORIER "A" 365' 104• A" - 409' 68" TEE No. 1 311/LO/AG "A" CORDER "A" f 605' WATER-5ERVICES 03J BVILOAe "O" CORNER '6" 2081 BU/LOIAr "D" GORIER D" 36-]' 204 A" - 420' 69" BUILD/MS "D" COKWR 'A -� 685' BUILOIAG O"(LEST BU/LOIAK- "D" CORNER 'C" 255' FYd'1P STAT/qV Bf1/LDIhG "H" COdJER F" ]4.T 7ID3• "A"- 759' 65" TEE No.2 BUILOPG "A" GORIER "A` 5/3' 45'BEND No- 9 HU/LD/AG O" -- CORNER 'F'-' BU1L0/AYr "E" GORIER "A" 1,070' -_ 103• "A" - 769' 66' BU/LD/hKr 'O" GORIER "A" 607' BUILOAG 'D" ---__GORIER 'G'-_- MANHOLE NO 1 BUILOIAG "O" GORIER "D" 75.9' -� 20Z• "A" - 77.9' 67" GA rE VALVE No. 2 W/LOlArr "A" GORIER "A" 533' 45'BEND Na. /0 VAL 1�/S LOCA TED 19'Sq'ITH OF GORIER G ON Bi//LD/NG "IJ" "(% 44L WlLOAG 'E" GORIER "A" 777' 102• 'A^ - 791' 67" WILDBSi 'D" CORDER A" 6281 r L/'CPF LFOt"1211 G W4LL _„_-- _--- 1 1 1 O MANHOLE NO. 2A GLLIBNIXL9E GORIER "c" 543' 201• "A" - 800' 68 GATE VALVE Ab-3 W11 DAIS "A" GORIER "A" 509' GATE VALVE No. /QJ VAL YE /5 LOCATED L9'�^b.'/IT!0�CORDER G ON BUILDING fJ" �-F y BU/LDMY: "D" COWER 0" 502' /oil "A" - BOB' 6B" 411/LD/Atr "D" CORNER "A" 6!15' APP�X/MA TEL Y I,0'001F CF 13LM VIA*W4LL _-�--� \ MANHOLE AlO. 715 BU/LD/ ".4" GORIER A" 36.7' 10�• - 'P"- /95' 59" GATE VALVE No. 4 MIZ O IM A" GORIER A" 495' 45'BEND Na- fl BUILOINS 'E" CORDER A" 2117' O W/LO/AG "O" CORDER "A" 2%?' WILOAG B' 1ID0• '➢_" - 213' 6ID" BU/LO/ "O" GORIER ",4" 567' EU/LOIAG "O" CORER O" 3211' MANHOLE NO. 2C BU/LD/W "A" CORDER 'A" 160' 107• LH CD 'F" - 216' 60" 45'BEND Ab 1 BUILDINr, "A" GORIER A" 497' LVA TER SERVICES (L @U/LD/AG 'E" GORIER "A^ /915' BU/LD/Na O" GORIER "A" %e-<' 107• UL 'F" - 2381 60" BL1/LD/AY "A" C-DRIER "B" !6?' BI//LD/Mr "E"![EST Bl1/LO/nC^r "D" CORDER `D" 3781 l\ O OLU MANHOLE AO 2D BUILDING "A" GORIER "E" %73' 106• ! "/" - 14?' -- 60" WATER SERVICES(L TH/5 AREA aAs BAC 1ZJ-ED BEFORE 45'BEND No. 11 BU/LD// E" GORIER A" 2/T' IA-\4 d) GLUBI- Y E GORIER "A" 433' r "H" - 137' K. - 5581 BI111OIM A (EASTJ I�ASUR2 M- TS COULD BE MADE BU/LDIAG "D" GORIER `YJ" 5/.9' ;/ MANHOLE NO 2E BU/LONG "A^ CORDER 'Ys" 220' 206• "/° - T)' 60' 45'BEND No.2 92'CFF AND PER BWICULAR TO F4XNOAT/OV 1/64LL G4 TO VALVE No. /0 BU/LOINSS "E" G�R "A" 321' 1-1- WlLOlAKr A" GORIER K" l3T N` - 152' K" - 54' ATA AO/NT 6?'EAST OF BUILD1Alr "A "GORIER C" BUILDING F. CORNER "E" IZ4' MANHOLE NO 3 WILDAG O' GORIER O° 330' --_ 105• "/' - 268' bID" 45'BEND All- 3 73'OFF AND PEREND/CULAR TO FOLBJOArlON WALL 45'BEND Ak, 8 WILDAG ".4" GORIER :4" 310' � O I @UILD/hG E. GORIER "A" 45 H7' " " -258' 'K' - 437' AT A POINT LS'NORTH OF MXOAG "A", "GORIER C" W/LOAG 'A" CORDER B" 272' _ VVV MANHOLE No 4 WlLOMKn O" CORNER E' 3L4' 105• "/" - 18.4 CID" WATER SERVICES(6J J3'OFF AVO FERFEND/CULAR TO FdNDAT/GW lU4L1 2715'BEND No.3 BU/LO/Al�.r, "B" !-PRIER V. 41.4' BU/LDAG E" COIdVER "O" 410' "H" - 26.9' 'K" - 425' BU/LO/AG A CUESV AT A POINT 15'NORTH OF BUILOAG "A `CORDER C" BU/LD/Ali `B" GORIER "E" 32G" MANHOLE NO 4A BUIL01AG "D" CORDER "A" 304' 204• -P - 44.4' 61' 45'BEND Na- 4 BUILD/AKs "A" GORIER -v 290' WATER SERVICES(9J BUILDING, "G` CORIER 18" 13.9' W1L0016 "rl> CORNER IE 9ID 9' %1" - 418' K" - 277' OUIIL0/NG "A" I CORNER "E" 187' WILDlAK, "C"!LEST BU/LD/AU "G` GORIER 'A" 375' MANHOLE NO. 43 WILOAG E" CORDER ".4` /15.J' /04• l" - 455' 61" 45'KENO Aa. 5 WlLDAG A" _ GORIER "D" 400' 22 r'BFNO No 4 WILDAG "G cORVER "8" 233' WILOI "E" CORNER OH " !16' " " - 428' K" - 26-6' WILD/Ads "A" GORIER `E" 383' BUILDALr "c" ov2 8' _-_ _ 180 103• %"- 558' 61" GATE VALVE No5 CLUBNCII SE (--ORDER A" 199' 45'BEND No. 14 W/L NAG 'C" CORNER 'C" 176' 'H" - 546' W. - 155 • ' CkU4%LA U.SF GORIER "B" 263' WILO/Ar. 'C" GORIER O" 234' NC UIYE STATIONING IN FRONT RF BUILLNAAV s B 103" P - 574' 61" WATER SERVICES(9J Sul/Z IIrl B" CORDER "A" -1w, 45'BEND Ab 15 BUILO/Mr "A" CORNER "A" 30' FROM MH No. 2 TO 2A H" - 558 • K" - 14?' BUILD/AGB,' 55TJ Bull1D/Ns B" CARDER B" 38.2 BUILOA& "A" CORDER E. 1341 202• K" - 40' S9" 45'BEND Na. 6 W/LOA,G 18" GORTER 'B" 233' GATE VALVE NoB VALVE IS LOCATED 12'SO'17H OF CORNER ".4"OV WfLOPr "G" IUrE /hlC WrE/PC A92• X. - .1-51 60" aU1LO1AKs "B" CORNER "G` las' APFROXIMATEL Y 6,2'C" CF WlLOIAIi WALL 101• K" - 72' b1" WATER SERVICES (8J WILD/AG "B" CORDER V. 297' WATER SERVICES(0J SERVC/ES ARE LOCATED 95'SOUrH LF CORDER 'G"ON BU/LD/Ale "C` 8/.6 /875 !?5-(/ 1793 101• K" - 84' 61" W/LOING B(E45rJ MILOAG B" GORIER E" 267 WILDIAG "G"EAST APFROX/MATELY 108'OFF OFW/LO/AKs WALL 941103-3 126.7 11304 AM, G" - 11/' 60" TEE No. 3 W/COAG B" c50•/ER 'O" 373' 22e5'OPUP No_5 W/LD/AK> "C" COBJER '>'i" 3-7, 857 1,04-6 1292 / 1329 - - 2] Sb.4 /873 /29.7/ 133.4 W/LD/nG "G" ?06• 'G" - 215' bID" WILO/Mi °H" GORIER r.' " 3 W/LD/Ms "G" CORDER 'E" 1e 9' /07• 'G" -235' 60" GATE PAL VE Ake. 6 WILOAG "3" CORDER "O" 305' 45'BEND No. 17 WILDAG 'E^ GO.)RJER IF. 107' No. Revision/Issue Date 103.6 / 1045 1330 1134.0 207• Ys` - 247' �-60- WILOIMi B" GORIER E" 22.6' _ _ WILOAG "E" CORDER B" 257' J,054 / 1,063 134-6 / 1356 /06• %" - 415' 6ID" GATE VALVE No. 7 WIW#el W CORDER 'D" 363' 45'KENO Na. IS WILOAG E` CORDER "F° 310' 116.9 ! 1178 136.1 / 137,V 206• 7" - W. 60" WILOAC B' GORIER E" 209' WILO/AG E" CORDER B" 140' Eg1. Nmw, ane Aeerm /1,97 / /096 1376 / 1383 i /05• "l" - 267' 75' TEE No. 4 W/COAG A" GORIER "A" 30?' GATE VALVE No 11 W/L4NNs E" CORDER 9`" 359' 205• "1- - 279' 75" W/LOAG B" CORDER A" 485' WILOAG "E` GORIER B" 238' NAYLOR ENGINEERING, P-G. 204• 17' - 495' Al. GATE VALVE No. 8 WILOINs "A" GORIER A" 36.9' TEE Ab. 7 W/LOINS `E" CORNER 'F" 24.4' 3 Long Pond Road A141 %" - 505' IIID" W/LDAIs "B" CORDER "A- 5IDB 'FIRE L/NEJ WILDAG F. COWER -El- 14.91 Lake Panamoka, New York 119 6 1-182 8 NC WYE STATIONING IN FRONT OF BUILObVG C 103• "/" - 645' S6" 22P 'BEND No- I W11OAG "A" CORDER "A" 250' TEE No. 8 WILOBIG 'F" CORDER 'F" 416' FROM MH 2 70 2E !03• - "i" - 668' sb" 1131 G B" GORIER A" 36.7' OU/LOAD 'E" GORIER B" 2aui' (631) 929-2860 (Tel.) 201• 'K' - 40' 59" 2215'BEND Ab. 2 100'NORT1-//GEST ALLNC W,1 TER LINE PROM 45'BEND Na- 7 GATE VALVE No12 W1LDArr E" coRVER "F" 410' (631) 929-2859 (Fax) IID2• K" - 5-5' 6ID" RLMVNG DOlLN5TREAM AWAY FR'YM STREET SERV/GE WILDING "E" CORDER B' 295' nayloraleoptonlirl 134-0 / 134.8 /819 / 183.7 20/• 'K"- 71' 61" AS'BEND No. 3 280"NORTFNLEST ALCM:WA7FR L/NE FRO^f 45"BEND Na. 1 HYDRANT Mm 3 W/COAG "E" CORNER 'P' 429' 136-711373 10451196-1 101• K" - 64' 62" RLTNAG LIOUN57REAM AWA,FROM STREET SERV/CE W/LDAG E" CORDER B" 313' 13921140-5 ?03.0' !NR, 106• E" - 615' 6Y 45'BEND No. 14 355'NORTHU.EST Al 0W,WATER LINE PROM 46'BEND Ab. 7 WATER SERVICES O6J WILDAG E" CORDER IF- 277' _ owner Noma one Aeereaa 1417/ 143.1 2055• /NR' WILOAG 'O" - 206• 'E" - 0/1 62° taly"Al: OOGNS TWAM AWAY FRN' 'I 5TREE r SERVICE WILO/Mi "E"E4,57' W/LOAG E" c4WER B" 173' 105+ F. - 272' 63" TEE N .. 5 WILDAG A" GORIER B" 65-9' 45'BEND No. K? WILD/Ws E" CORNER 'P" 433' - GLIFF SIDE ASSOCIATES / BREEZY 04 LtM 14421145-7 1,00-0, /NR 205, - 'E" - ?90' 64" GLUBIJ F GORIER "C" 554 W/LOAGE " ' CORDER B" 30-51 45 East Main Street, 2nd Floor 146.8 / 1482 2110' /IVR, A141 E" - 4851 64' IIrORANT Na.2 WI OI/ A' GORIER B' 643' METER PIT WILDING A' GORIER B" 1210' Riverhead, New York 11901 14941150.7 213.5` /NR' 204, E. - 503' 64" GL UBHOJSE GORIER O" 554 GORIER ".4" W/COAG r, CORDER "A` 1496' 151.,0 / 153.4 2/55' /N5 2ID3• E° - 658` 62" GATE VAL VE No. 9 OIX-Vl.G A' cORNER 'B' 651' GATE VAI VE No. 0 METER PIT CORDER A" 63• Ken Tedaldl, Managing Partner 103• E" - 673' 64' GL UBf;O'/SE CORNER "C" GORIER "B" 715' - - - f631J 653-5588 (Te1.3 201• °E"- 753 63' 45'BEND Ab. 7 W/LDAG ';4" COR8ER ' " i 685' 6A TF VALVE No. 14 =