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Home My WebLink About1000-4.-6-9 (3) U of VE J CL SEP SEP 2 7 2016 'i 00 iCD E Oro (Lo0 csj C) Southold Town C ��", to a, Planning Board •- U g; �LU � 2 _ v/ L D 0 `U cz o n E r A) W 0 Q _ a U � C) -j 0 a) `- Cu •� 0 °C cn i ° U Rs I LAND CLUB c cv Q N W CO cl) M00 000 LU ce) V c J Ll CURVE DATA TABLE CURVE DATA TABLE UNE TABLE UNE TABLE LINE TABLE UNE TABLE LINE TABLE LINE TABLE LINE TABLE � yy CURVE DELTA RADIUS LENGTH CHORD CURVE DELTA RADIUS LENGTH CHORD LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH C1 0°48'08" 3687.32 51 .63 IN33'41'26"W 51 .63' C12 89°01 '35" 301 .00 467.70 N86°14'19"E 422.05' L1 N01°29'30"W 200.00' L12 N75°36'00"E 103.12' L23 S82'51'10"W 152.83' L38 S43'37'40"E 112.00' L49 N40'06'30"E 141 .16' L60 S87°13'11 "E 83.00' L69 N41°43'32"E 94.38' C2 1'53'15" 3642.32 119.98 533'09'41 "E 119.98' C13 33°32'32" 348.00 203.73 N58'29'48"E 200.83' L2 N34"05'30"W 241 .26' L13 S24'49'00"E 270.52' L24 N34'37'49"W 187.16' L39 S84'24'10"E 155.12' L50 N85'07'48"E 202.50' L61 N 16'20'20"E 130.30' L70 N86'50'42"E 46.30' C3 40'54'57" 248.01 177.11 S65°53'31 "W 173.37' C14 11`34'38"' 973.78 196.76 N81'03'23"E 196.43' L3 N57'03'00"E 154.41 ' L14 S24'49'00"E 188.69' L29 N45'26'03"E 132.82' L40 N56'19'10"'E 144.89' L51 S86'46'42"E 159.53' L62 N45'28'40"W 46.07' L71 N74'54'49"E 75.02' C4 12'02'54" 473.79 99.63 IN87'37'28"W 99.45' C15 11'55'53" 905.00 188.46 N80'52'46"E 188.12' L4 N89'04'30"E 70.38' L15 S44'24'00"E 244.00' L30 N81'35'44"W 80.10' L41 N23'02'15"W 37.90' L52 N73'21 '48"E 115.31 ' L63 S44'31'20"W 77.00' L72 N34'05'30"W 228.56' C5 35'45'49" 232.46 145.10 IN80'31 '23"E 142.75' C 16 104'10'58" 255.00 , 463.68 N86'10'59"W 402.39' L5 N89'04'30"E 47.04' L16 S89'59'00"E 62.40' L31 S62'38'30"W 452.9 1 ' L42 N57'15'51 61 .40' L53 N 17'40'18"E 304.56' L64 S 17'20'1 0"W 91 .96' L73 S41'43'32"W 95.33' C6 67°11 '50" 42.15 49.43 S49°56'15"W 46.65' C17 33°32'32" 388.00 227.14 S58'29'48"W 223.91 ' L6 N33'26'50"E 77.21 ' L17 S15'53'50"E 239.64' L32 N27'21 '30"W 108.50' L43 N58°54'30"E 74.47' L54 S50°25'50"W 129.09' L65 S06°07'40"W 253. 4-' L74 S86°50'42"W 46.30' 1 31°51 '00" 70.09 38.96 S00°24'50"W 38.46' C18 '11'34'38" 1013.78 204.84 S8 1'03'2,3"W 204.50' L7 N20°25'10"E 212.89' L18 S24'47'1 0"W 669.67' L33 S62'38'30"W 175.00' L44 N37°38'50"E 44.20' L55 N50'25'50"E 179.62' L66 S48°04'40"E 91 .07' L75 S74'54'49"W 64.49' C8 29'58'00" 129.93 67.96 S30°29'40"E 67.18' C19 11'55'53" 865.00 180.13 S80'52'46"W 179.80' L8 N19'50'00"E 344.50' L19 S38'04'10"W 253.83' L34 S06'05'00"E 42.52' L45 N21'39'30"E 97.03' L56 N65'34'10"E 218.80' L67 N16'20'20"E 130.30' L76 S45°26'03"W 122.30' C9 104'06'24" 20.00 36.34 IN35'42'52"W 31.54' C20 40'54'57" 288.01 205.67 S65'53'31"W 201 .33' L9 S23'00'00"W 50.89' L20 N 19'57'45"W 548.52' L35 N85'20'00"E 45.64' L46 S26'25'00"E 128.65' L57 N 16'48'10"E 373.23' L68 N45'28'40"W 46.07' L77 N81'35'44"W 80.10' C10 31'51 '00" 100.09 55.64 S00'24'50"W 54.93' C21 12`02'54" 513.79 108.04 N87'37'28"W 107.84' L10 S68'23'00"E 145.80' L21 N78°56'50"W 240.94' L36 S84°06'00"E 160.30' L47 S52'09'36"E 229.16' L58 N18°02'30"E 518.33' L78 S62°38'30"W 100.00' C11 29'58'00" 159.93 83.65 S30°29'40"E 82.70' C22 35°45'49" 192.46 120.13 S80'31 '23"W 118.19' L11 S55'56'00"E 142.90' L22 N60'47'50"W 114.87' L37 N51*09'30"E 81 .80' L48 N19'45'24"E 68.52' L59 N87'46'07"W 313.07' L79 S38-44'1 4"W 126.49' ------------ MAP REFERENCES NOTES 1. "PARKING IMPROVEMENT PLAN PREPARED FOR FISHERS ISLAND 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE CLUB EAST END ROAD FISHERS ISLAND, NEW YORK - SITE LAYOUT" INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THEe�. PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR DATE: 01-31-2002 SCALE: 1"=20 SHEET 1 OF 2 BY CME/CPK f DESIGN GROUP. CME FILE #2001878 EXCEEDS THE SCOPE OF THE ENGAGEMENT. 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY y. 1 2. SITE PLAN PREPARIED FOR FISHERS ISLAND CLUB EAST END UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ROAD FISHERS ISLAND, NEW YORK TENNIS PAVILION" DATE: PERSON, 1_7 LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. / 01-14-2004 SCALE: 1 = 20 SHEET No. 1 OF 1 REVISED THROUGH 7-4 ;'. ; = 09/01/06 BY CME ENGINEERING, LAND SURVEYING & ARCHITECTURE, 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND \ •�, fpm»'�er:.>�.,�,." PLLC. CME FILE #2004800 SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL 7-12 ARE THE PRODUCT OF THE LAND SURVEYOR. 7-6 3-1 � \ 2-2 2-1 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND 1-8 GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" F '^' 5. CLUB HOUSE SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF 7-5 L60 � I SUFFOLK TAX MAP 1000, SECTION 4, BLOCK 06, LOT 09. \ 7-11 O L59 10 SUFFOLK 6. SITE IS LOCATED IN ZONING DISTRICT R-120. \ \ 7-7 co � 1 WRECK N/F VANHENGEL FAMILY ISLAND (NORTH) LLC / 7. BASE FOR LEVELS: NGVD 1929 PROPERTY TRUST U 'VACANT LAND" \ \ \\ O 0! �v 1-12 7-10 7-8A N/F KINDER VH CORP LLC 1-10 / EA57 / H A E5 ® 7-86 8-1 8-2 1-11 / D N/F RICHARD A. MILLER Y MAARTEN R. & CLAUDIA "VACANT LAND' z , (w 7-9 - Oa 0 \ / 4A 6' / z L 8 z z Z 12-3 \\ ' N/F JOHN A. NIELSEN / Ld :2 Q w -- 8-8 "VACANT LAND" / a- w 7- O w' - _ g O L � Q to INDEX w ° U \ / L1 7000 �- \ / 8-7 8-6A X56 1 4'4,�s ' / SHEET No. DESCRIPTION 0 � � � � w � \ \ L11 12 -� / - 8-9 N/F JONATHAN R. do MADORA �h� 1 COVER ' '�I O = 12-2 9-1 KIBBE ` j N #17 2 EXISTING CONDITIONS = � 1,750 t 1000-4-4-16 v PORTION � � ALONG SHORE 8-'11 / / 3 OVERALL SITEPLAN -r^ L1 N MARY DENNY WRAY 4 LAYOUT AND GRADING V / 4-4-4 PORTION -� / 1996 TRUST N/F H. L FERGUSON MUSEUM, INC / 5 UTILITIES, DRAINAGE, & EROSION 12-1 10-1, 10-8 10-2 "VACANT LAND" - � / � AND SEDIMENTATION CONTROL 4-4-5 8-12 8-10 / 6 SEPTIC DESIGN N/F GAINE GWATHMEY 12-7 L8 L14 #16 1000-5-2-3 7 LANDSCAPE AND LIGHTING _ PORTION I SARA E. EVANS < ,L S 8 DETAILS 10-8, 10-7A,B L50 L51 L5 EROSION & SEDIMENT 4-4-6 1000-4-4-8 L1 L16 10 1000-5-2-4 a00-5-2-2 v� �1tj °' / 9 CONTROL PLAN R 11-4 # FISHERS ISLAND DEVELOPMENT CORP. #2 <�� J L35 6 � I HAMILTON 2 ' 18 1 / #1 33.321 ACRES �,1$ � N/F BRANDYWINE TRUST CO., `�� RESIDENCES LLC to 721 C2 AS TRUSTEE p 11000-4-4-9 / p L39 m Y Y < a a a a s � LOT 1 MILLIKEN 0 / 5,250' f SUBDIVISION 11-1 C2 6 BEACH CWB �_ ALONG SHORE Z #3 / � / z 1979 �� °' / -� N W Uj bi LU > 3 L74 19 �- m LOT 2 C C 5 L71 / / \\ �\ O N o 0 0 0 0 0 0 MILLIKEN GN C14 L70 C1 �� / - `' \ �\ LaJ 0 d d j a d d SUBDIVISION L17 / _ -� w 0 0 0LU Li o 0 0 --� (n Q w V) x x o x x x -- - N m J J d LLJ J J J 1979 G1 / 1� 1000-4-6-8 L2 / \ plLi ILLJLd 0 a a a a a �oIV� �/ �OR 'uCpy I > a m � = x � = x = / 0 0 0 0 0 0 0 0 0 VACANT GOLF \ CAMPBELL Q M 00 ED o M LAND C16 ® CLUBHOUSE L1 L24 G�2 FISHERS ISLAND DEVELOPMENT CORP. / ® O1 10-s io-2 � � � � � v (0 o opo rn rn rn -J,, m 11. 92 ±ACRES / a-+-5 0 0 0 0 0 0 0 0 0 FISHERS ISLANDN/F 1000-4-6-9 L22 1000-4-6-9 (V DEVELOPMENT CORP. DEED co n W 0) 5 L A PORTION THE UNDERSIGNED,PUT.SUANT TO SOUTHOLD TOWN CODE SECTION Z - L21 LINE / I r;� to-e. 10-7A,B 10-3 2SN131(I),AMTOVU'LEDGES THAT THE CONDmONS Cr THE STIP PLAN L1APPROVAL SET FORTH IN THE R/2©�ARE ACCEPTFUI(SEE CONDmONS ON?!S0LtMON). Q 8 / RESOLUTION OF APiI rOVAL DATED / ® U 1 \ / F SE PRLN'T NAME / NOTE. ALL DEVELOPED) ABUTTING PROPERTIES +0-6 10-� ®aye lv` Q 0 L20 CONNECTED TO MUNICIPAL WATER AND HAVE �" 11') io-s BEPcr+ UI'HOifiZED NATURE TITLE ADZE 5-19 ( 'll, ON SITE SEPTIC SYSTEMS. ,rN� o� / APPROVED BY 00 00 1 5ARLE TOOVN OF SOITIIOLD PLAtiNINOAP.L1 U C B ' L1 {G ABUTTERS ti 0 Ld COVE GOLF Q'ER,Si47V Y L tct DATE w Z Z Y M-S-B-L OWNER USE ® CLUBHOUSE � � Y �, / 250 125 0 250 NOTE:Thea roved site development plan shall be valid for a sd of tlmy 1 < v o 15-16 & / 1000-4-4-8 PRESTON REED, INC. SINGLE FAMILY RESIDENCE / PP F p� >� t 8) � o w < = o � montms f:om m/ of cod32A, o o 0 0I�GRAPHIC SCALtl±e slate agprovai as per e sectiost Z>d!}1o-E IN FEET 1000-4-4-9 EDMUNID M. CARPENTER SINGLE FAMILY RESIDENCE �� 1000-4-6-8 JOHN N. IRWIN, III & VACANT LAND /i DATE: 01 /25/2016 JE/ANETTE IRWIN 1000-4-4-15 EMILY R. CRISP REVOC. TRUST SINGLE FAMILY RESIDENCE SCALE: AS NOTED 1000-4-4-16 KAINE K. BAKER SINGLE FAMILY RESIDENCE / \ G PROJECT: #2015825 QUALITY CONTROL CERTIFICATION 1000-5-2-1 BRAND'YWINE TRUST CO. SINGLE FAMILY RESIDENCE GROUP REVIEWED DATE 1000-5-2-2 GAINIES GWATHMEY SINGLE FAMILY RESIDENCE \ / PROJECT MANAGER 1000-5-2-3 SAIRA E. EVANS SINGLE FAMILY RESIDENCE SHEET SURVEY ENVIRONMENTAL 1000-5-2-4 HAMILTON RESIDENCES LLC SINGLE FAMILY RESIDENCE LOCATION MAP SCALE 1 "=400' CIVIL STRUCTURAL ARCHITECTURAL t 10- BRUSN V.0 J � APPROX. S �QR C°Alf 0- s co S x 5.48 / A) O 5 TALL \ CAMPBELL W L 0 T T _ (D N O 0 FpRCE -"s 0-1.1D-s 10-2 C_ _z o V d� MAIN IN s ale 10" rrs � Y U 0 E \ SEA\E s - \: PINE 4) SLEE WER MAIN s�- 12" PORTION W = f� o AT Gz p Sc _ PINE < 10-B, 10-7A.B 10-3 ,� c C OSSINFpRCE �i \� P \NG '-•-e � i cn E 2 c 1 \ CR P R _ o " (� U --'- PINE �� W � � LLl ` a 10" Q of > / \ O PINE 10-6 10-+ U J 0 R PAST `, /., PINE 10-5 oe �12" �ue O .� i (D aN N / s CORNS AD / cn � I; -0 oC ou c- 0 I - A5' ch W (n M \ / ® 00 GOLF / .0 ° ° / CLUBHOUSE V a c N / / I \ 0 N MAIM < \ ° O S�l Lu Iti uT1oN 1 / p\STRIB ' 1 z Box ' ao -� / \ r \ \ l z NIS (OUR LOCATION NEAP SCALE 1 400 \ �0 GAL•\ c TEN / � \ T\� XISTING t5'p00 \ 1v / / \ yo .E SEPTIC TANK \ O> / , � EL. r7MAP REFERENCES � POS BOX / �P 1. "PARKING IMPROVEMENT PLAN PREPARED FOR FISHERS ISLAN o � - r / CLUB EAST END ROAD FISHERS ISLAND, NEW YORK - SITE LAYO APPROX. LOCATION / c • a BENCHMARK: ROD \ \�, DATE: 01-31-2002 SCALE: 1"=20' SHEET 1 OF 2 BY CME/CPK o ' T DESIGN GROUP. CME FILE #2001878 n ® \ �,T 4" WATER SERVIC SIL" EL=12.89' (NGVD29) \ ELEC. �'\, / \ BOX � -'fl � � � cn pXIMATEEY _ 2. 'SITE PLAN PREPARED FOR FISHERS ISLAND CLUB EAST END LM APPR NEXT �` �` ROAD FISHERS ISLAND, NEW YORK TENNIS PAVILION" DATE: 000' TD ,- U"- ` ` ,� \_ '2ROA �`1 ` 01-14-2004 SCALE: 1 = 20 SHEET No. 1 OF 1 REVISED THROU RAIL `\� PIB o- R��_- 6�mfj FENCE 09/01/06 BY CME ENGINEERING, LAND SURVEYING & ARCHITECTURE, PROXIMATELY EAST EN E) 1 EDGE OF PAVEMENT w 4 � � � �� PLL(. CME FILE #2004800 AP TO NEXT o 100 ROA SIC SEPTIC � ReC �\ /'\ RAIL O .H• / \ \ �\ \` NOTES ANDICAP } EEP�TIN TAN _/-12- _� 1 \ PARKING \, s m r ' �U,NI� R$, > ` 1 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE \ 13.3 X13.23 y Il INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE BLDG. t =� PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR \ TYP. CpURT �1¢ ,� \ /� EXCEEDS THE SCOPE OF THE ENGAGEMENT. BLUESTONE NN REMAIN \ WALK %gyp r TE IS x H9 _14_- 1 / AREA TO _ / O rn N Ic r v- f i i 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY KING _s US� O ' N �° J /I I PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED \ \ EXISTING PAR (GRASS) r-1�,a� p � 18 PERSON, � -�� oTYP• ��-�' GREASE ts.2 x r ?s=� �TM 12 / i I LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. TRA �1YP c S 1 M ERRr �_ \ --- HT _ �_ STEP ( i ELECTRI� 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND �• P \ T / \ v z, / SURVEYORS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL \ �L H--f , TRANSF. TENNIS TWIN CHERRiry --� BRUS O /_ o ( J }8 ARE THE PRODUCT OF THE LAND SURVEYOR. LI - ` STEP o PA a x 15.62 TEN COURT `�```��C E RY ' / / -- „__ ` 20:1 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND �2p^ IJiT // _ ` - 913PROX. LO ION CHERRY I T ( GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" / - WATER SERVII t' � \ \ ' ()f, L HT �- �Fh / �- .�-r-' �. ' � i - .. \ ,I„ \ �i � BURT PIB STEPS %i' ! / / 26\I I \ Z r<.= �� /\ ) \% \PjN\, S � CABLE 5. CLUB HOUSE SITE IS IN THE TOWN OF SOUTHOLD COUNTY OF W/� \ BOX N. SUFFOLK TAX MAP 1000, SECTION 4, BLOCK 06, LOT 09. s ,. 1 \ \3 x29: P ;;< E\ \ '. / / X34-___ - o P 1 / \cr 6. SITE IS LOCATED IN ZONING DISTRICT R-120. - - \ \ �- / / _ 7. BASE FOR LEVELS: NGVD 1929 LIGHTS STONE LAN DI I \��'...\ x16. -2 _ i- Q`. .7� STEP IG � // (TYP.) ,b6r3 36_-� \ - z � \�� \ �U'NIPER _ / /- � �:� / � � � •\ ,�`�uSl+ ,� � \ PIB � �'' LAWN -28-- LIGHT / j \ IGHT OF / , GXI NG , 1 SOIL CLASSIFICATIONS WAY LIQ / .-� �6 WOOD \`. 1 'X1 ' RAMP ( Tr,HVA \C PAD 7�/ CROSSWALK sa• / a. ^��: / a EXln ` , �+ 1 , Bc - BEACHES / TINo' : LIGHT \ / 1 I Du - DUNE LAND SPEED / CE w ppN gURIE / I \ PIB _ _ BUMP RAIL I /' l 8% SLOPES LAWN DOCK O Y ,DUMPSTER A TANK 1'0p0 04L. o ; I R B - PLYMOUTH IVERHEADLSSAN Y LOAM,OAMY SAND, 33 8% SLOPES /� , \ rn EL.=36.17 zo AREA pRNE N ReB - RIVERHEAD VERY STONY SANDY LOAM, 3-8% SLOPES o o LOADING \ WpOD �\�MWOVS \ \ \ ReC - RIVERHEAD VERY STONY SANDY LOAM, 8-15% SLOPES AREA \\ 8\ 1 \ \ / /�• � �; STEPS r � / TOP STEP ' �C) )BITUMINOU I DRIVEWAY =36.63 \ , o CON(. e<�•I% A PwE\,� I \ 4.8 PpT10 (RAMP / W,._D I P i QP�11 1 N ' VER \ E I \ P r N STEPS CD 2 WO \ R d B F, G rn PRO SHOP I_ r^ O TIE ) / M Q P ` EXISTING PINE`,. { T / W !^ I QQG <v or �Q I � LIGHT ` CLUB 19 I` Wc ti „KS / v , HOUSE 1� �`, �� / / / / Z �r r IRRIGATIO � 1 1 PORCH w RAI FENCE I r r CONT I FF ® DOOR EL.=36.64 PORCH I _ \ s / / Y IOF ' O \�� i' �..•7 13 Rd B EL.=36.85 CHIMNEY EL.=36.34 I / I w \ / Z U Q O O O r LIGHT / S / Q � x36.35 \\% ? EL=36.97 -31 QQ r / / X4.9 / I''�' I / �\ \ Of z L� Z 1 ,,...' PINE H ©rr Cry \ Ld Orr X 33.3 / C. PO APLIIS / \ \ / o z z Z fl \ �A0�� / > } } oSLATE �� Q \"uSH / LEGEND o - Q x 34.7 WALK �S A7 / / / \ C/ / / PROPERTY LINE W � � H z o U RIGHT OF \ \ w0 QO�RIGHT I ��`� G 36.37 36.31 X / j� / LAWN 'CO \J �� / / / / / ABUTTERS LINE -- 1 j Q �� i' / ` % 4 / EDGE OF PAVEMENT > W W U) WAY LINE QJ O� r/ I I 9�`� EL.=3�?3 \4� .� / /- TREE / / / / / W \ / / I TE LOCATION EDGE OF GRAVEL ------------------- D 0) (!) LAWN F��` \- � // J / \ � l I APPROXIMA INE EXISTING CONTOUR --- 24 --- W D' Z X 34.9 t"�\ LLJ ROW OF 9' � 4 i + ' \ ` / / B C pF SHOREL STONE WALL o = i 1 ARBORVITAES Q RETAINING WALL (n W N W v'• ` X 34.7 X 34.5 �� \ I \ l x° . ATIO v\J-y j \ 6 `, X (10 34 /5� ((i ' \ / FENCE PATH \ I C SIGN S �o \ \ �- `` \\ \\ i / BITUMINOUS U' / ReC `/ \ _ \ TREE LINE �YYY'�WY V) X CRUSHED D \ \ \ OVERHEAD WIRES o/w - LLI �� / RIVE] l� NOW OR FORMERLY NIF �t \ \.� � ; •\ / i STONE PARKING � I `. I p ' , I UTILITY POLE �- �\, \ X 34.3 / QPG �i'� �0/ 1 1 l` BOUNDARY POINT 0 \ \ : m.. �' moi' \ DRILL HOLE DH* CHERRY \ FIj � `T �... \ \\ / r °' / 6 l �„ ..; IRON MONUMENT ANG -� \ \ \ / r FO .' / / 2 I 1 ` \T SPLIT RAIL LAWN / RANT 1 ` ` I I(/ / MERESTONE \ BRUSH 1 - r� FENCE Rd B SLOPES 20% OR GREATER' ` \ �' FX R(J _1-- LIGHT_\- \- IIA \ \ NGIyED a - 1---- - 24 / 1ST \ \ N e1T STONE \ 1 C/tij 1 PARKINcp G - 1 / / �2 IIS / a a a n a a l \ z N DRIVEWAY I _� LAWN N �'� // / 0 00 O UG SPLIT RAIL //BRUSH I .. _ ?TREE FENCE / „,.�j /1 ,, / _ 0(� Z to z z z z z Ow w www6,. OLD / ELECTRIC _ _.;,.,. Z tL / 26"x / 111 � N o o z 0 0 0 PIV BRUSH / BOX." �i U o o ,, o o � 0 0 0 APPROXIMATE LOCATION I - III = 11--y �• - III = III - I - Ill _ _ IiI = III - III - - III �U / m a a a a F SHORELINE - // / 6 By\\ w w w w / •��. E > > m cn = = cn = x x MEAN HIGH WATER ��/ TORpG W co co co co co co co <o co BRUSH ♦• W N N N N N N N N N �. I III \ \ 04 \ \ \ `' COASTAL EROSION HAZARD LIMITS // _ / \ AS SHOWN ON COASTAL EROSION �� \\\ ��6• 0 0 \ �� AREA MAP, TOWN OF SOUTHOLD. / / ReB l'6 / III •._ SUFFOLK COUNTY, NEW YORK, _ - 1 SHEET 41-Fl OF 49 8/29/88 \ O Z N N7 �t In (O n W Q1 -r L / BOUNDARY LOCATED �� \\ COASTAL EROSION HAZARD UMITS ` ALONG SHORELINE •'• // y AS SHOWN ON COASTAL EROSION 1 I I I 2,200'f \ __ BC '-t \\ BITUMINOUS TT AREA MAP. TOWN OF SOUTHOLD, - Q BnA `� / HE PAVEMENT `T SUFFOLK COUNTY. NEW YORK. _ � ,4 �� t %\\ 1/ SHEET 41-Fl OF 49 8/29/88 1 111 Q a- C'D` "E \ III o 00 V� Ln Lr) Ln APPROVED BY � � 0 p� c� I I Y � I N \\i HE - -1 l' I I I PLANNING BOARD O v Oz o o LL \\� - 1_ - III LLJ TOWN OF SOUTHOLD � 0 m o o = 0 Ld SHED \\ SHED = DATE (I O /•7 /) LD v v HE DATE: 01 /25/2016 SCALE: 1 " = 30' \\ QUALITY CONTROL CERTIFICATION DEED \ /\\\ III PROJECT: #2015825 Q LINE GROUP REVIEWED DATE PROJECT MANAGER ENVIRONMENTAL T7 SURVEY \\` �1 III 30 15 0 30 SHEET - 2 CIVILGRAPHIC SCALE IN FEET STRUCTURAL ARCHITECTURAL _ U J DRAINAGE CALCULATIONS 0 AREA 1 11 - co PAVED DRIVE AND STONE PARKING: 14,375 SF / fir' c ~ r, �- �pP ,,,. 4 �.t� S 2 7 2016 REQUIRED = 14,375 SFX 1.0 X 2/12 = 2,396 CU. FT -- -- -W -`/ 2,396 CU. FT / 15.8 CU. FT/UNIT = 152 REQUIRED UNITS / J \ / 7 r x :'' 1µ "3 � ` J. ' ? i--.1 i '•'•i>C Southold Town =', f■■, O F 6 PROVIDED:160 UNITS , _1_ r-�• Planning Board � STONE PARKING AND CONCRETE WALK: 8,429 SF f'''\'AREA 2 ~ ` 1, r o ROOF AREA: 7,584 SF / ;;�.= F_, -- _ , \ / (f) n / i c I yLLI tel'\ 16 ';.y'` 1 _ o <n E TOTAL AREA. 16,023 SF - O O REQUIRED = 16,023 SFX 1.0 X 2/12 = 2,670 CU. FT / \ r = CU. FT 15.8 CU. FT UNIT = 169 REQUIRED UNITS / /\ / s^� ?= : >- w 2,670 / / / ��` \14`1`1 PROVIDED:169 UNITS I AREA 3 l`i N N :4J:,�'' 'r i T, 5':,,4. Lam` N PAVED DRIVE: 11,413 SFcf)O •�+ r ROOF AREA:11,472 SF `/ / - ��'\'±°� ;.;c `� / Q� o " � rn TOTAL AREA: 22,885 SF / ` REQUIRED = 22,885 SF X 1.0 X 2/12 = 3,815 CU. FT = \ / N w 00 RAIN GARDEN AREA = 2,750 SF W/ VARIABLE DEPTH _ `' 4,250 CU.FT ® EL. 25.5 / 1 Y / N ce) °0 �\ M M AREA 4 / / 1 L V =' PAVED DRIVE: 9,541 SF _ `' \ (c TOTALOOF AAREA: 110,546 SF / ' REQUIRED = 10,546 SF X 1.0 X 2/12 = 1,758 CU. FT \\\� 1,758 CU. FT / 15.8 CU. FT/UNIT = 112 REQUIRED UNITS / y ~/ `/ PROVIDED:112 UNITS %/\- \/ / `% \'\ •` / • '. ,,.,?,^,�>ik LU 433 TOTAL Jr' 1 _ =.; •.� - \. PROVIDE CONSTRUCTION ENTRANCE ' (SEE DETAIL) J l' �TH-2 j i \ i.. PROVIDE 112 I. \ STORMTANK MODULES \ SIET BOTTOMS SEE DETAIL '� PROVIDE \ - _ ( ) 1 CATCH'}` ./-' (BEE DETAIL) ��\\.;. �\ • \ IN PROVIDE RETAINING 0 (SEE WALL SEE ARCHITECTURAL PLANS (TYP.) INV IN=9 t \ EA BENCHMARK: ROD ', EL-12.89 (NGVD29) PROVIDE 169 (� 86'50'42", i 1 l L5p0' 4 i� STORMTANK MODULES 46.30' R� - , • I SET BOTTOMS AT pOPO \\ 1 STONE WA ' .2R£• ''1' - - - - , I .5 EXISTING S 0 E LL E L. 2 , 0 - f (SEE (DETAIL) (170'±) TO REMAIN UNDISTURBED SIP, PROVIDE 29± 'LF 2' WIDE TRENCH DRAIN rry a SEE DETAIL) MARK / L, > :. (PROVIDE " 0 0 o a o 00 �; �h UTILITIES AND 1 �3• PROVIDE 245± LF CATCH BASIN±' VERIFY INVERTS 2' WIDE GRASS SWALE SEE DETAIL �O\l *` ( ) - ! Q AT START OF :;H' r 16 ''` J �' �� CONSTRUCTION '' i`.. (SEE. DETAIL) TF=19.8 / '. INV IN=16.8 - 18 `` J xY O REMOVE EXISTING G j PAVED DRIVE. PROVIDE / -'�- �- h' ° BENCHMARK. NAIL �/ PROVIDE NEW BITUMINOUS DRIVE 7. PAVED _ , I (SEE DETAIL) ¢• \ / O\/ APRON 18 �N D29) CONSTRUCTION THIN ' EL 20 37 (NGV 029) TYP. ALL PAVED AREAS WI ` 22 H.:.'.`';.• , LIMITS OF G - - - f PROVIDE 65± LF ; 2' WIDE TRENCH DRAIN (SEE DETAIL) A EA 2 PROVIDE HARDSCAPE PATH (NO CURB) / - .-.---- - - REFER TO ARCHITECTURAL DRAWINGS FOR MATERIAL 32 \�`0 ! REMOVE AND DISPOSE OF EXISTING STONE WALL \ _ / Q /.f R rLPROVIDE AND PROVIDE SAWCUT, �I ------ ?'�`' :' C_ r? •:+. CONTINUOUS LINE OF IN x REMOVE & REPLACE 1 I J _ i 3 . - \,,,,' " V „ SILT FENCE EXISTING PAVEMENT AS REQUIRED i ESTABLISH AS LIMITS OF PROVIDE CLEARING, GRADING, & LEGEND PROVIDE 2 2" CONDUITS / Q` i `? + T", VALVE, GROUND DISTURBANCE z AND 1 3" CONDUIT PROVIDE �i_ (,�• 0x ,ca \ ! & 6"DII LINE / PROPERTY LINE PAVED TO HYIDRANT ! ABUTTERS LINE ` APRON r i ; „ cr- __,�-- r l - t� f I `'' � � RELOCATED / EDGE OF PAVEMENT Z U i = h' .( / •' i FOOTING DRAIN !g =; '' t;` ------------------- Q O a' . .7X i - � r_ ._HYDRANT � EDGE OF GRAVEL � O � i - LIMITS OF CONSTRUCTION D- J � 23.5 ,�4" CPP '` I AREA TO BE DISTURBED=3.1± ACRES EXISTING CONTOUR 28 -- u u xis 7.. r ,,„ r{.. Ili ! 2 I ' PROPOSED CONTOUR 26 ~ O Z w LLQ �(y ° O STONE WALL Ld �'' cQ Z I_ PAVE 20'X28' CART 5 i� / �� ;i_ r_. cv F Nctts• '�, rs ,_�' yi i HANDICAP PARKING PARKING_,,,., �� - 1 - ) RETAINING WALL a- W g Z / V Z SPACES WITH SIGNS ! ; ;' ' _ 6.9x _! 36.9 - i - _ i T; j FENCE OJ Q V (! & PAINTED SYMBOLS 0 STOCKADE 8 / TREE LINE v WY 1 w - Q 36 X f J P� 24 36.9 �� 69 RELOCATE AREA 3 II PROVIDE NOW OR FORMERLY N F w bi w J v c' / 24 >f36.7 O 3� ,n - -,. UTILITY POLE Ld Cr (n LIMITS OF CONSTRUCTION W O\A e / JE,:•, �,. A• �,,' RAIN GARDEN _J AREA TO BE DISTURBED=3.1± ACRES G ��, �'" UTILITIES 6Wv U) - b 00 �_ I C, (SEE DETAIL, SHEET 8) ' WATER VALVE DQ w � w �N1</ SAWCUT, REMOVE, AND ! �' / 36' > F��1�P 3 " ! i PROVIDE 5'X5' + I ® LLJ U') bi DISPOSE EXISTING PAVEMENT ,�� 36'9 5 EXISTING BUILDING CV E� �O \ ` `tib STONE SPLASH I PROPOSED BUILDING _ > / O OQO OVS INV. 23.5 / PADS SEE SHEET 6 FOR SANITARY J O O QwgN ROOF ' SEWER SYSTEM DESIGN / �? ,!' 36.7 G�- LEADERc� ; I / O SrQ, ob` r9 O (Typ.� 4. cD r // L \ LL. PROVIDE CRUSHED STONE �, % O O i _ Q fl-- 5. 3s.s / c PARKING % i p p O 4• ` / PROVIDE AND MAINTAIN A (TYP, SEE DETAIL) r?! O \ O i 36.9X~-T ;- 36. �� / j '' �� STRAW WADDLE NE OF UNTIL SLOPES 30 15 0 30 PROTECT EXISTING RECREATIONAL O 5X `� I J ;n / � ' ARE VEGETATED & STABLE >r 1 / %._ GRAPHIC SCALE IN FEET PATH, PLANTINGS, & FENCE Q �;' i O O' O / .5x THROUGHOUT CONSTRUCTION , l 5.2 56X P DE 160 STORMT MODULES O - SET BOTTO AT EL. 15.5 2 " �,�ROVIDE HARD�CAPE O I (SEE DETAIL) =-i' 36 3s. 6 PVC PATH (NO CURB). REFER �<v ti ;/ A'_` U a a a a a a ROOF LEADED TO ARCHITECTURAL \ I oQ4 I r a c', PROVIDE TYP. DRAWINGS FPR ,MATERIA ' m Y Y a a a n a a PROVIDE \ U O CATCH BASIN °' / WATER STORAGE 1,.1 ti RELOCATE �1 ( )`` I , SEE DETAIL `� I PROVIDE 2 PAVED 33.3X� ' /Q 1 - ' 0 4- ..-.;1 w _... ( DETAI 5 ti;, TANKS 2 ` _4' 4, ? HYIDRANT = i cn cn 1 cn HANDICAP PARKING _,�, ;. , z v Z Z Z Z Z INV IN=17.5 �` � / Uj Uj LU W W 1 APPROX. \$PACES SIGNS & z � �- ?� PAINTED 'T +-- o w w w w w INTED SYMBOLS \ LIMITS OF CONSTRUCTION Z m 1 �\ / o00 REMOVE PAVEMENT & PROVIDE �P �� 1 STOCKPILE AREA _ PROVIDE AND MAINTAIN � � Z _ /: 33 0 0 o00 (CONTRACTOR TO ' ` 4 / 'PROVIDE 73t LF _. p o CONSTRUCTION ENTRANCE \ �' ADJUST AS REQUIRED ,' ` -'��` 0 33.3 -,j O v o N SEE DETAIL �� \ ) r A CONTINUOUS LINE OF - o b- zo w w w w w w AFTER CO STRUCTION Nj OF •� ® 2 VIDE;TRENCH DRAT SILT FENCE i l W O 0 O O O \C. " _ \ \ ,\ (SEE,DETAIL). r-- N a I'- REPAVE = x a x = x R !NE \:'-•.,;•: : - - � . ESTABLISH AS LIMITS OF ,_-: 0 CLEARING, GRADING, & - I m a a a a a - ., a ' ; GROUND DISTURBANCE _-. > > m voi = = cn = _ _ PROVIDE __ \CONCRETE S T PIT -'PAVEMENT \ / y I I w �o (o (SEEDETAIL, SHEE -H AT;EXISTING / _ 0 0 0 0 0 0 0 0 0 �. \\ \ PAVE D 1 0 0 0 � O PROVIDE SAWC - N in co n eo rn UT 20� \ rZ6 REMAIN) Q (PROTECT 5 DURING CONSTRUCTION) - ;`` / COASTAL EROSION HAZARD LIMITS ~ a AS SHOWN BY COASTAL EROSION = ( Q �- \ AREAS MAP, TOWN OF SOUTHOLD, ;' o LO Ln SUFFOLK COUNTY, NEW YORK, APPROVED By 00 (14 00 \\ SHEET 41-F1 OF 49, 8/29/88 ` u n �---__ ---- _ PLANNING BOARD m � � � PROVIDE w Il COASTAL EROSION HAZARD LIS,IiTs 314± LF \ TOWN OF SOUTHOID AS SHO`?,!N ON COASTAL EROSION 2' WIDE 0 o w < _ 0 LU U O AP TOW!,I OF SOUTHOLD TRENCH DRAIN r DATE p l•, l (O CL 0 0 0 T o AREA M SEE DETAIL) J ' SUFFOLK COUNTY. NEW YORK, SHEET 41-FI OF 49 8/29/88 18 PROVIDE AND MAINTAIN DATE: 01/25/2016 A CONTINUOUS UNE OF SILT FENCE SCALE: 1 " 30' ESTABLISH AS LIMITS OF ` CLEARING, GRADING, & PROJECT: #2015825 QUALITY CONTROL CERTIFICATION GROUND DISTURBANCE ' I GROUP REVIEWED DATE O / PROJECT MANAGER SURVEY .. . ' SHEET ENVIRONMENTAL 3 -. -..-- CIVIL STRUCTURAL ARCHITECTURAL BARLEY FILID Cu ,'-E v1% SEP 2 7 2015 / • . r r Southold Town i' °o (0 o / t / L \ _._ -._ Planning Board o> c\1 H -`/ N� i _— y L '=► �` � a1 � _ U / . `m o c / '\ i 7:. `t I �. � I W = EE 0 E' !"� V Rf 34O �.., \ , "L3 E o in E 3: Lij Ali 1 fi \`n,l p•.cE r / V0 > U cd c, W ce) 00 M'/� V .X5' PROVIDE ' CONSTRUCTION ENTRANCE I(SEE DETAIL) *TH-2 \ \ - PROVID+E RETAINING - WALL SEE ARCHITECTURAL ' PLANS (TYP\);I „y BENCHMARK: ROD "\ 1 a a' EL=12.89' (NGVD29) �,, ,- "r 5_7 i6 ` "� -: r;,• — �, i �I 86'50 42 E 4- 46.30' �: L p0 t i �p i EXISTING STONE WALL .16, (170'±) TO REMAIN UNDISTURBED02 - - - ----�� © 4-�_.•,''�F\..-t,t.k' .5-L;x,` �fi'` �ay"!= :lq,.:w a`.t?% I. ..J `3 � \ t s.�'. e,: 4 �;.. — _ r .-`_`_ DO Vii• ,1 \``` "'r "L;..J`�4. r,l..". ..,v f r''' J \ :- _ t.r 16 18 \v\ / \ .` ,'SJ••-' '` .-..- � f f rF" gyp° ,;`_`� f' G I REMOVE EXISTING PAVED DRIVE. c PROVIDE / /��_ � �� '`` BENCHMARK:MAG NAIL " \ PROVIDE NEW BITUMINOUS DRIVE \ PAVED £•.: "_''- ,` ` ; \ (SEE DETAIL) V APRON / 18 ,a t=� 4r. \\r` EL= 20..37' (NGWD29) l '\ TYP. ALL PAVED AREAS WITHIN ` { r. LIMITS OF CONSTRUCTION GYb \ PROVIDE HARDSCAPE PATH (NO CURB).. � _ _ - `.\ _ REFER TO ARCHITECTURAL -- '�- - 30 \ _ DRAWINGS FOR MATERIAL r; - 32 t; .7 a 20---,\ `7 / -„ REMOVE AND DISPOSE OF \ -� 3 .\\ _ - ,�1 \ 1 EXISTING STONE WALL \ - _ ,�_ 0 _ `� - , \ \ / 2Q \ a v PROVIDE SAWCUT, REMOVE & REPLACE 36.7 u, \ `r. l EXISTING PAVEMENT AS REQUIRED ;' r / I t 2 \ LEGEND PROVIDEi I ox, { LINE PAVED !; F / PROPERTY —� APRON = Z U � z 'I^ „' ABUTTERS LINE Y i / �`; ;. . EDGE OF PAVEMENT / �, ' rl': \ / �o 7X ",` \ _ EDGE OF GRAVEL Q • ~ :;,,; � , � - _ LIMITS OF CONSTRUCTION ------------------- � O ` -,,/ 23.5 %' �'' t "- -- i AREA TO BE DISTURBED=3.l t ACRES TING CONTOUR ——— 28 ——— Of 0 1 � 1 EXISTING � X36.7` ��^ , l / O\. \ I r� F- L LJ LL _ <, LL Q I - 2 f PROPOSED CONTOUR Z z Z PAVE 20 X28 i CART `�,: _ I r. !! ^^ 5 4.9X /<v V \ � ,X ��_ � ' .:\, xL��a_"ti�.. � y. f STONE WALL W Z V HANDICAP PARKING �. ;' PARKING-�` /�Q-�� „r ws }_ ti,` ._. _ I _ \ 26 �, `� I RETAINING WALL W SPACES WITH SIGNS _ \ 9x -- - t 1 i STOCKADE FENCE �' O IY F- Z48 & PAINTED SYMBOLS \36.9 / - "�` ) ( f .J Q / ��'6.9 36OF _ / I TREE LINE �Y v YW� Yv� QIGNj , 36.9 0 69 j 2 I / I I >W L .(n G i- 0 24 X36.7 / �1`' �,.3 A9 II I / _ �� f� I I NOW OR FORMERLY N�F ,L j � LIMITS OF CONSTRUCTION \NP �N s . _ p I ) r^ AREA TO BE DISTURBED=3.1t ACRES G r R ;'I `" L �-• -� �- '' �� 1 + UTILITY POLE -♦- � 0-- V ! rn (n /.' r ` �.O�t`�.�• s N ) / \ 1 ' WATER VALVE W Q fVN o W SAWCUT, REMOVE, AND t' °� l / 36 8 cn ,N� >F' 1 / 'J f j/ I EXISTING BUILDING ® N �.d C DISPOSE EXISTING PAVEMENTAO V OS � ' r QS / � // `\ �',,, � `1'� /' � `" I `\ '\ ,l PROPOSED BUILDING V ! \ QwONO ROOF V) LEADER r ' �"'•�`F/ / `\ / PROVIDE CRUSHED STONE i/ i 9• (Typ.) 36.9 X 4. J' \ / PARKING36.9`> �` (TYP SEE DETAIL) r r I -�' 25 H.P.X / 36.9X f ! ` \\ 30 15 0 PROTECT EXISTING RECREATIONAL t '/ / /' 30 / 13 �' pT,o, s / in 1 1 PATH PLANTINGS & FENCE i O ,:y .;;/ % \�; 6.0 i I GRAPHIC SCALE IN FEET THROUGHOUT CONSTRUCTION Q' 36.5 lox v� I, 3g 34ROVIDE HARDSCAPE PATH (NO CURB). REFER TO ARCHITECTURAL / F a. / m 0 a a a a a a a DRAWINGS F9R,MATERIA Y Y a a a a a a PROVIDE 2 PAVED \\ j :- I I \ z cn cn cn N N 2 HANDICAP PARKING `�_---,7 / NW,33.3X\\ �;1 l F- F- li-- "- Gj \$PACES SIGNS & ,',.Y;i \ , % N o `� w w w w w HINTED SYMBOLS ,' ./, / /—' 22 m 2 2 � � 2 / LIMITS OF CONSTRUCTION Z REMOVE PAVEMENT & PROM E P / I `\ ' i O 33� / �' �" , `� +III �, 0 0 0 0 0 0 CONSTRUCTION ENTRANCE ,'- I \ I u , - .'/ 33.3 / / / / i O (SEE DETAIL) I \ o x ,,., �1/ . 9 / / ; — w z w w > w W w F- F— N H h-- F-- REPAVE AFTER CO STRUCTION 0 I \ \ .\ W O o O O o R1GNS SNE I / 1 / ,' \ / 8 �C ' `L \+ / J / �' I N ¢ w o x x a = x x 0 0- \ - MATCH NEW \ , = > > m x = v, x x \ / --'PAVEMENT \ �; / w ,o 1_PAATrVEXISTING STING 33 ^r. . 1 0 0- 0- o- N- O- o- 0_ 0� Y \N DR \ \ \\- c4 04 04 N c"I 04 C14 PO 00 rq � 't to 00 00 rn rn rn _ O O O O O O o O O -x'01 -'�`'- `\ / PROVIDE !Sl SAWCUT `� r, �.+ ` O N r) � � (0 r- ro rn �.Y N REMAI �� F:'TSF: i �,,:� / F. f '` ( �, ) PROTECT DURING CON 5 \ STRUCTION) �p / r COASTAL EROSION HAZARD LIMITS `1\' PPRC�O�ED Qh � \ \ l , �� / ! �'�` / I t AS SHOWN BY COASTAL EROSION `, Q ~ r ',,, / AREA MAP, TOWN OF SOUTHOLD, I PLANNING BOARQ o Ln SUFFOLK COUNTY, NEW YORK, N coSHEET 41-Fl OF 49, 8/29/88 rOWN QF SOUZH�L® N DATE / m N 1 I Y � 1 0 COASTAL EROSION HAZARD LIMITS /r/ - \ _ _.-_ 0 0 V O AS SHOWN ON COASTAL EROSION // // \ - }11 µ' `\`I` � o w � = o m o O U v L� AREA MAP, TOWN OF SOUTHOLD, --- --- — = 1117- 11' - SUFFOLK COUNTY, NEW YORK, - -_ III = III SHEET 41-Fl OF 49 8/29/88 _ - 18 �," DATE: 01 /25/2016 SCALE: 1 = 3 PROJECT: #2015825 QUALITY CONTROL CERTIFICATION I GROUP REVIEWED DATE PROJECT MANAGER —�� \ SHEET SURVEY ENVIRONMENTAL \ `\ \`' •- ;� ' CIVIL STRUCTURAL ARCHITECTURAL IBARLEY FIELD COVE DRAINAGE CALCULATIONS C) CL AREA 1 PAVED DRIVE AND STONE PARKING: 14,375 SF w- "c REQUIRED = 14 375 SF X 1.0 X 2 12 = 2 396 CU. FT - W J�`'e II = Q / U � ,�. ,� `�----� ,-; pP / �,•9� Q,saE � SEP 2 Z 2016 � .. co 2,396 CU. FT / 15.8 CU. FT/UNIT = 152 REQUIRED UNITS _ - �t ` / a - /• 4 ", r Q� T o PROVIDED:160 UNITS / .i 1 ` I AREA 2t \ .__•—— —— do / Southold Town' "" —_• 4 ( i 2, s P °` Planning Board C q..r c o H STONE PARKING AND CONCRETE WALK: 8,429 SF SANITARY MANHOLES �' \ y�-+.,.1- z' i r 1' CIO I ROOF AREA: 7,584 SF � � / �\ \ � �.- �! i l y �-. / r: � Ear;' ,,� �, i � ■� �•o c TOTAL AREA: 16,023 SF TOP OF FRAME INV'. IN INV. OUT / 6i�� Y i /' � v> REQUIRED = 16,023 SF X 1.0 X 2/12 = 2,670 CU. FT r\ / i `�'=- °`"` ��" r `" t +- 1 30 28"7 24.4 / - 'r;'> 7 -o m 2,670 CU. FT / 15.8 CU. FT/UNIT = 169 REQUIRED UNITS \ ! i 5 o Z5 E PROVIDED:169 UNITS 2 24 20.1 20.0 \ / ', v,�,e w1:. - W AREA 3 3 24.5 18.2 18.1 A,I \ \ A, / �? ;cv�' J % \�•�� z~ `I a 06 c °� 6 PAVED DRIVE: 11,413 SF 1 / / '_ �,`,\� 4.,Nc err = ccU — 4 18.3 15. 15.0 �� 7 V n ROOF AREA:11,472 SF TOTAL AREA: 22,885 SF /_ ,'r' s _ ��+ / % \\\ `SUS?t`G / Ey / E O ■ N \l i l / co REQUIRED = 22,885 SF X 1.0 X 2/12 3,815 CU. FT / \�+ £' �( ate' (n E .- RAIN GARDEN AREA = 2,750 SF W/ VARIABLE DEPTH i `i, �'- \ �� '� ' z ` c°w 00 4,250 CU.FT ® EL. 25.5 I`i /5/J ' .r/�a y Q i' o M W coo i / \ c) o r' \ �R Fes' \- \ W C/) M A PAV D DRIVE: 9,541 SF a' ' ROOF AREA: 1,005 SF TOTAL AREA: 10,546 SF REQUIRED = 10,546 SF X 1.0 X 2/12 = 1,758 CU. FT 1,758 CU. FT / 15.8 CU. FT/UNIT = 112 REQUIRED UNITS PROVIDED:112 UNITS ' ° \ / 433 TOTAL Lu ({ IN IN, l sN3o �� _ ,yam y -''- � ./ ,.r � µ �-/� r/' •v 1. AH-2 r _ PROVIDE 11 STORMTANK MODULES SET BOTTOMS AT EL. 6.5 PROVIDE (SEE DETAIL) CATCH BASIN �\ \ (SEE DETAIL) \\ ,+ t `, - 1 1 ryF/ INV IN=9 \\ \\ ' BENCHMARK: ROD 9' (NGVD29) REA 4 EL=12.8 , PROVIDE 169 STORMTANK MODULES SET BOTTOMS AT EL. 12.5' R�P (SEE DETAIL) PROVIDE 29:f LF 2' WIDE TRENCH DRAIN (SEE DETAIL) PROVIDE ,,: „•,,F.” ,<.,'`' ❑afopp0 MARK ALL UTILITIES AND 5 �tir° V`r PROVIDE 245E LF `U, CATCH BASIN O ` ` ' " O �. VERIFY INVERTS \ , x 4: >✓1 O „ 2 WIDE GRASS SWALE (SEE DETAIL) ; ' _ s ,r �' i `' AT START OF - /% O� , Ta is v r; ��..,; (SEE DETAIL) ...Y„h INV N=16.8 CONSTRUCTION :.A,.•r �,r qP cp BENCHMARK:MAG NAIL �'„grfs �,s•� 9� EL= 20.37' NGWD29 ” •� PROVIDE 65* LF 2' WIDE TRENCH DRAIN (SEE DETAIL) EA 2 C - - ter, 1,�C;_J G,� . PROVIDE AND MAINTAIN F' F'P,^ T ra CONTINUOUS LINE OF Z SILT FENCE O ESTABLISH AS LIMITS OF PROVIDE t CLEARING, GRADING, & LEGEND m Cn PROVIDE 2 2” CONDUITS ir., 1 '` p `- " r-r- T", VALVE, GROUND DISTURBANCE O AND 1 3 CONDUIT J °. �Nz & 6'"DI LINE Y'l? PROPERTY LINE W ,w', FF'>. - TO HYDRANT RELOCATED —— ABUTTERS LINE J `10' �/ z / FOOTING DRAIN P- EDGE OF PAVEMENT O r _ z Lino -- :_ :.' HYDRANT O LLJ c W;,CL• TIC h --------- Q O o .r -'" 4" CPP �� EDGE OF GRAVEL ---------- O U -' U - i �•,°; ;' ,o�< r<< RF`, EXISTING CONTOUR ——— 28 Y %,C),r PROPOSED CONTOUR o z W ,.1:" - / � ,. .wt ,+",-+.l r •N f•; }+L"}.4f:`.K`.s Zv S 4,. ` L.L � Z STONE WALL W Q i y RETAINING WALL 0- O Q Z LLJ STOCKADE FENCE �5� A� O � I- Z LL) O_ F F , _j Q (n U g J IGH O G' / v r / ` r r ,. -:,t„ ! �F"" C PROVIDE TREE LINE v W Q V �-- WAY RELOCATE' AREA 3 RAIN GARDEN NOW OR FORMERLY NIF W W � QBURIED Q r r, UTILITIES : 1" (SEE DETAIL, SHEET 8) ' UTILITY POLE -� p 0- V) p) U) z LLI WATER VALVE 0_ PROVIDE 5'X5' EXISTING — O 2 Q Lj G BUILDING (n LLJ N (n cc STONE SPLASH O L 0 'INV. 23.5 Li SEE SHEET 6 FOR SANITARY PADS PROPOSED BUILDING = 0 SEWER SYSTEM DESIGN ,\' 1 `�Q sS /' / O , 't • _ i `', - - - .V MJF^�F ! V / O PROVIDE AND MAINTAIN A p M CONTINUOUS UNE OF Lv �L STRAW WADDLE UNTIL SLOPES 30 15 0 30 _ ARE VEGETATED & STABLE ;J F_ J o I— t I GRAPHIC SCALE IN FEET P DE 160 /,/ -0 / O STORMT MODULES SET BOTTO AT EL. 15.5' (SEE DETAIL) 3 , 6" PVC i 0 o CATCH BASIN �. / - (TYP: ` m } C) a a o a a \�\ ROOF LEADE / '// / 24 ' Y n a a a � a a PROVIDE J:�, � • , / X ,.�• \ �,' ' %fir \ O Wt.. ` o ' r PROVIDE � ` )� � , �, \ + � �� y �',I 1 WATER STORAGE I \ (SEE DETAIL , r ;.. \ Q� -�� RELOCATE JI TF 20.5 t I .r' r r a„ TANKS ` �`_,r '--jam f �;,N \\ �/ t::r' �� / HYDRANT `l N } ,- INV IN=17.5 /\ Q / STOCKPILE AREA APPROX. l % �� rj �� k'` ``'`'T ert \\ T � O �' w w w w w i / Ft ryr.E !v \AREA 1 v (CONTRACTOR TO qv" ; �� __ T , \ 7 ' I z a- m � \ ADJUST AS REQUIRED) y �,, u ,� �`� `i'�/ ,, PROVIDE 73f LF PROVIDE AND MAINTAIN m __ O 0 Of o ov o 0 0 RtGN t!`✓ \ \ t ��' 2' WIDE TRENCH DRAT A CONTINUOUS LINE OF III _ w o Z a 0- " a a a ,(SEE DETAIL) SILT FENCE 4 O o 0 0 �' 0 0 0 A ESTABLISH AS LIMITS OF _. PROVIDE CLEARING. GRADING, do N J a N F-- H ` GROUND DISTURBANCE __ I o m a a o a a a CONCRETE S T PIT __ - (SEE DETAIL, SHEE / \ / / ,,R I= w o F) 0 0 0 0 0 0 0 ° / \ Y {YrY" / W N N N N N N ----- i" J� O O N N O N N f-i'_ Xicr — -- nA^• 1-k �{.. C\0 W 00 61 m 06 APPROVED BY < COASTAL EROSION HAZARD LIMITS AS SHOWN BY COASTAL EROSION 3 PLANNING BOARD Q AREA MAP, TOWN OF SOUTHOLD, 1, In Y _ ____ ! ! SUFFOLK COUNTY, NEW YORK, ,�\�'� TOWN O SOUTF Ln Ln N � r `, SHEET 41-Fl OF 49 8/29/88 't s ' QLD `�' � I DATE p —7 (f m o I I y Of o --------------- PROVIDE \ p o 0 o w COASTAL EROSION HAZARD LIMITS 3141 LF a v z z w AS SHOWN ON COASTAL EROSION / \I ---_- --- — ! 2 WIDE Y 3t C) 0 AREA MAP, TOWN OF SOUTHOLD, TRENCH DRAIN \ ! -"" O w � = 0 I (SEE DETAIL) '' ` ' SUFFOLK COUNTY, NEW YORK, �;��':, �' ' � },{-� a m o o v v � SHEET 41-Fl OF 49 8/29/88 � - ' '` PROVIDE AND MAINTAIN DATE: 01/25/2016 A CONTINUOUS LINE OF ' SILT FENCE ESTABLISH AS LIMITS OF l �! -� SCALE 1 30 CLEARING, GRADING, & QUALITY CONTROL CERTIFICATION GROUND DISTURBANCE PROJECT: #2015825 GROUP REVIEWED DATE ` ` "'' I I'R'M O PROJECT MANAGER SURVEY �\ ENVIRONMENTAL CIVIL �•., ---- - _ \ 1 �= SHEET 5 STRUCTURAL ----_ - --- \ ARCHITECTURAL BARLEY FIELD CO VE - ,- DRAINAGE CALCULATIONS V 00 OurtZL _____--__--�W \ Pf,, \ / J !�'•�1�� y PAVED DRIVE AND STONE PARKING: 14,375 SF __- \N / t / \ P / 9, }1 i = 2 396 CU. FT /l\ j f Ap �Q / ��\` 4 c �� '� SEP 27 2016 '� � T (D REQUIRED 14,375 SF X 1.0 X 2/12 _ \( 16. 00 2,396 CU. FT / 15.8 CU. FT/UNIT 152 REQUIRED UNITS PROVIDED: UNITS ` r` _ _ __•——-——•——•—_. _ \ ° G Plannin Board C }' c 0 _ / / / c i 57 Southok' Town co //��pp��//�� / .,1 C,• —• .�� /I�4 /• 1 2, o-f. F SO O?* 9 ■ U SANITARY MANHOLES _ � STONE PARKING AND CONCRETE WALK: 8,429 SF \/ \ J �° r ROOF AREA: 7,584 SF / \\\ TOP OF FRAME INV. IN INV. OUT / \ `� _ / TOTAL AREA: 16,023 SF / i / �/' It P^,E `. — 1, O H„E7 vti. L U ro Z °� m \ !\ \ I- _4”/ /�� iC'Y �') SNF- �\�'\.� •yJ'f,',T� ,. 7 � / ; REQUIRED = 16,023 SFX 1.0 X 2/12 = 2,670 CU. FT 1 30 28.7' 24.4 2,670 CU. FT / 15.8 CU. FT/UNIT = 169 REQUIRED UNITS PROVIDED:169 UNITS 2 24 20.11 20.0 / !\ v lEces 3 24.5 18.2 18.1 / i acz AREA 3 i z ;a~r`n F/ ( �y/lam CV 4 18.3 t 5.1 15.0 _ _:< - . �: a'/ ti ;;, sr �c A L > J,. i,N' - J IIiY co PAVED DRIVE: 11,413 SF �i \ c, v r $o„ O c\1 ROOF AREA:11,472 SF / � \ ` / ° _ / Ex j .� / � \ 4 ;, TOTAL AREA: 22,885 SF / �r \ , / ! � ,? + t. filo,. rn REQUIRED = 22,885 SF X 1.0 X 2/12 = 3,815 CU. FT / / '�� y RAIN GARDEN AREA = 2,750 SF W/ VARIABLE DEPTH / \, I ` j Y � \ a i N w ao c' c) 00 4,250 CU.FT ® EL. 25.5 M G PAVED DRIVE: 9,541 SF i/\ `=^ �� / V C ROOF AREA. 1,005 SF \� \ �t'� cc TOTAL AREA: 10,546 SF REQUIRED = 10,546 SF X 1.0 X 2/12 = 1,758 CU. FT / :"+ co, 0 / J / `! \ / 1,758 CU. FT / 15.8 CU. FT/UNIT = 112 REQUIRED UNITS G \ l PROVIDED:112 UNITS 433 TOTAL Lu Ne c 0�` 1 *TH-2 PROVIDE 11 ` STORMTANK MODULES - \ SET BOTTOMS AT EL. 6.5 \\ \\ \ PROVIDE (SEE DETAIL) CATCH BASIN (SEE DETAIL) \\ \ ` INV IN=9 BENCHMARK: ROD \ z REA 4 EL=12.89' (NGVD29) -,�- ,;• tr�:_,.E ;- � �,_ >1��.-�,,� .�:r{ PROVIDE 169 STORMTANK (MODULES /' ;\ i �\c, y-�r ��-` SET BOTTOMS AT IEL. 12.5' � (SEE: DETAIL) S EN i ,t PROVIDE 29± LF 2' WIDE TRENCH DRAIN t y f Y (SEE DETAIL) T _f�. „f. MARK ALL ❑ooppp `> 4" - ;t,r �\ s UTILITIES AND �;' r°f Yr PROVIDE 245± LF o - CATCH BASIN( a- .. , r <' «;; v . � r. I. PROVIDEp0 ` VERIFY INVERTS 2 WIDE GRASS SWALE , w � , < r Op' 1 AT START OF (SEE DETAILS _., r" (SEE DETAIL) CONSTRUCTION INV IN=16.8 \(`'�- r,,`7 :> j �t Vii` '`'-'t ts•=x I'''°�'•^J r;� O ; ! S too j, ., BENCHMARK:MAG NAIL F�' PFs e e� f� %~ EL= 20.37' (NGV1D29) O� F,3,:,xC, a� PROVIDE 65± LF µ` ,,c, �i 2' WIDE TRENCH DRAIN (SEE DETAIL) EA 2 t 01,1111 _-1y/ J'`�- -;..--c,.: ��-:xl-- -�.-r"S /• ,. �\ 1 � ,7 / `.�;r- ,14..1,,,^'C•"^T .1-'� ; \x ., ` ! } c P 1,`1 �'�!Ef ��.;C CSL. � PROVIDE AND MAINTAIN z TANK .c;;`. �� CONTINUOUS UNE OF \ ./ SILT FENCE Q ESTABLISH AS LIMITS OF m Q PROVIDE CLEARING, GRADING, & LEGEND cr— PROVIDE 2 2" CONDUITS _ /� ' ' (� 'i -` " 1\ "T", 'VALVE, GROUND DISTURBANCE AND 1 3 CONDUIT / �. / Cr j G' & 6 IDI UNE PROPERTY LINE J 0 �. TO HYDRANT ABUTTERS LINE z ( z `F'J� OCATEDEDGE OF PAVEME O L1J REL FOOTING GRAIN ------------------- U HYDRANT _ A�:Er. \k,;,,„ T,t f.,��: EDGE OF GRAVEL O }' O �4 CPP 4; —`� EXISTING CONTOUR ——— 28 ——— a 0 ice- r ;btd'.;. TlF ch ILd 0 / / i. ,.,.a4 1 �r, E-! NY PROPOSED CONTOUR 26 Z LL- STONE Z Z STONE WALL w Q RETAINING WALL OLLJ C I � ZSTOCKADE FENCE l O w_ z" �- JQ V) u z1— j s TREE LINE g PROVIDE Ld o �GN� NOW OR FORMERLY N/F �i Q QRELOCATE RN UTILITY POLE � oBURIED oC (SEE ) WATER VALVE w QUTILITES. , z `•y. PROVIDE 5'X5' ®EXISTING BUILDING V L d i``•'_' / _._._ - / �' STONE SPLASH cc �- , . PROPOSED BUILDING = Q G SEE SHEET 6 FOR SANITARY �`J`F S O O _ - s'' iNv. 23.5 PADS O 0 SEWER SYSTEM DESIGN 4 \ c o I ? t PROVIDE AND MAINTAIN A I Ld CONTINUOUS UNE OF 30 15 0 30 O y: i �, STRAW WADDLE UNTIL SLOPES O �� ARE VEGETATED & STABLE J , O p _ �,5 / GRAPHIC SCALE IN FEET J P DE 160 ,� t. +O / O j� \ i / / STORMT K MODULES '/ 1. SET SOTTO AT EL. 15.5' (SEE DETAIL) ;' / / \ " / / r �o 1111 a a a d a n- / / 6 PVC , /� ti = >- m Y Y a� a a� d a a PROVIDE %�/ // PROVIDE \\\` ROOF LEAD ' ;/i!� �� Q�24 �' w i I! ROOF / U CATCH BASIN ",:`/ i ! t- (Typ ► ,' /' ' i i ,� r t;, t,.r . - (SEE DETAIL / ! / Q C I o WATER STORAGE t - ,a RELOCATE z TANKS . i HYDRANT r N N �f i=.. 1� r I I I Z in f TF=20.5 �', u' / / x t'� o�-� � _- owµ cn z z z z z INV IN=17.5 o w w w w w STOCKPILE AREA r ,'/ r lS.r 7 Z L)- 0 mv, Q 4 / �..^ T�I o z 0 0 0 CONTRACTOR TO / ` .' "i 0 (V ,AREA 1 ADJUST AS REQUIRED) s r/ �� `�'/ PROVIDE 73± LF PROVIDE AND MAINTAIN 4 - O oLLI a a a a a .� N� OF ; \ �\ 2' WIDE TRENCH DRAT A CONTINUOUS UNE OF i i I RIG SILT FENCE 1 Y � (SEE DETAIL) ESTABLISH AS LIMITS OF I= o z w w w w w w Y I \ / w O O D D D D `r \ ,'� i ! CLEARING, GRADING, dt I I o m a a a a a ,.. III a _ / \ PROVIDE ,k' f r „ GROUND DISTURBANCE I__ > > m V) z = cn x x = CONCRETE S T PIT ,, •�_.�// I = LLJ (SEE DETAIL SHEE // _ V, Y.) _ Y-'yY"\�"f��'"'`� _ W N N N N N N N N N - y^ ,'G^ ,.'..' _ 'l 1 ,i-..,('l•' ^r r. ,r � a7 OJ (O to i"") 0 ,"l a _ _ O O O O O O O O O ZN M d- iA (O h OJ O, APPROVED BY < cy) • •�" '`r 4:?' c+:F. F,_ t., '�`, Ee �-�R p1,,, pv\,cN ( I ` I r (a 1 �,I,,t COASTAL EROSION HAZARD UMTIS 11`, ~ AS SHOWN BY COASTAL EROSION I PLANNING BOARD AREA MAP, TOWN OF SOUTHOLD, �_ o 0 cLo n - r SUFFOLK COUNTY, NEW YORK, 1_ TOWN OF souTHoLD00 co • _ ---- ' . ! / SHEET 41-Fl OF 49, 6/29/88 (n Ln u-, „ DATE 0 = 0 PROVIDE -� COASTAL EROSION HAZARD LIMITS \ - 314± LF ! YLi o ///\ ,! � O O w Q w 0 w AS SHOWN ON COASTAL EROSION _ 2 WIDE r "' � O W tY 2 O J _ = 1 TRENCH DRAIN a m o o c-) 0 L, AREA MAP, TOWN OF SOUTHOLD, - _- --- (SEE DETAIL)COUNTY NEW YORK ' ' SHEET 41-Fl OF 49 8/29/88 ' PROVIDE AND MAINTAIN DATE: 01 /25/2016 A CONTINUOUS UNE OFt 1ti - ! _ SCALE: 1 SILT FENCE 30 ESTABLISH AS LIMITS OF CLEARING, GRADING, & PROJECT: #2015825 QUALITY CONTROL CERTIFICATION GROUND DISTURBANCE GROUP REVIEWED DATE PROJECT MANAGER -- -- \ t,l SHEET SURVEY ENVIRONMENTAL CIVIL - — - -- ----STRUCTURAL ARCHITECTURAL BARLEY FIELD COVE DESIGN DATA DENSITY LOAD CALCULATION 0MAL SITE) J LEGEND /jam o SYSTEM No. 1 GOLFERS 5 G/D X 120 = 600 G/D >� PROPERTY LINE SEPTIC STEM No. 2 INVERT TABLE i, s EXISTING SEPTIC SYSTEM TO THE NORTH IS APPROVED FOR TENNIS 5 COURTS X 100 = 500 G/D ._ ABUTTERS LINE -- j �� co CURRENT FLOWS UNDER PERMIT C10-05-0006 EDGE OF PAVEMENT NOTE: UNLESS OTHERWISE INDICATED, ALL PIPING TO BE 6" PER APPLICANT {=� \S \ i s/ = i n o MAIN CLUB d i m E EDGE OF GRAVEL ------------ r l }I SYSTEM No. 2 RESTAURANT 200 SEATS (SEE PERMIT) X 10 G/D 2 000 HOUSE TRAP No 1 HT 1 DISTRIBUTION MANHOLE No. 1 (SMH 1) T t, DESIGN FLOWS FOR THE NEW SYSTEM ARE AS FOLLOWS: G *»+ °j cO H �' -- ( ) �� -- NEW SEATING 50 SEATS X 10 G/D = 500 G/D EXISTING CONTOUR --- 28 --- TF=±35.5 TF=±26.0 � p � p � 1 � / / BAR SEATING 50 SEATS X 10 G/D 500 G/D � Q� � U � � t RESTAURANT SEATING 50 SEATS ® 30 G D = 1,500 G D � U PROPOSED CONTOUR 26 INV. HOUSE =22.35 INV.(ST 2)=20.95 �� t BAR SEATING 50 SEATS CSP 15 G/D = 750 G/D _ •�+ ( ) _ _ 12 - - \ �_ -` ' OUTSIDE DINING 50 SEATS X 5 G/D - 250 G/D .� 0 a STOCKADE FENCE - �� INV.(ST 1)=22.25 INV.(ST 3)=20.95 �� ` �/�1 �s O i` OUTSIDE DINING 50 SEATS ® 15 G/D = 750 G/D RETAIL 1,150 SF X 0.03 G/D = 35 G/D W "_ °c' NOW OR FORMERLY N/F INV.(SMH 2)=20.85 �'' _ �� J 1 1 � ' , RETAIL 1,150 SF @ 0.03 G/D = 35 G/D STORAGE 4,375 SFX 0.04 G D = 175 G D V `n- = (D WATER VALVE HOUSE TRAP No 2 (HT 2) INV.(SMH 3)=20.85 co ' `` STORAGE 4,375 SF ® 0.04 G/D = 175 G/D / L. n E TF=±35.5 / }, ! \ ! %''/ t\ ' ! GOLFERS 120 ® 5 G/D = 600 G/D W a 0 w INV.(HOUSE)=22.55 DISTRIBUTION MANHOLE No. 2 (SMH 2) C� + \. ��' t, i / / BEACH CLUB �- a �- OUTSIDE DINING 200 SEATS (SEE PERMIT) X 5 G/D = 1,000 G/D Q 06 civ c > INV.(GT 1)=22.45 TF=±25 �, SEPTIC SYSTEM No. 1 C HOUSING 13 EMPLOYEES (SEE PERMIT) X 75 G/D = 975 G/D -c - INV.(SMH 1)=20.40 `� (EXISTING) _� G j \ t, TOTAL ADDITIONAL DESIGN FLOWS = 3,810 G/D PARKING 15 G/D PER PARKING SPACE X 49 = 735 G/D V = �, � c^v GREASE TRAP (GT 1) INV.(GALLERIES)=20.20 o PERMIT C10-05-0006-s ,' i Q •- ;v > a PROPOSED BUILDING USES TF=VARIES ±34.0 - 1 `-' \ \ SEPTIC TANK REQUIRED - 3,810 X 2 DAYS FLOW = 7,620 GALLONS �+ "' t TOTAL DESIGN LOAD = 7,270 G/D (n Ecz USE* LOWER FLOOR (SF) UPPER FLOOR (SF) TOTAL (SF) INV.(HT 2)=22.30 DISTRIBUTION MANHOLE No. 3 (SMH 3) -- C '� TF=±24.5 �� \ �, \ t< PROVIDE THREE 3,000 GALLON SEPTIC TANKS CONNECTED IN SERIES (PER OWNER) U N INV.(ST 1)=21.80 t a /, ALLOWED- 17.5* X 600G/D/ACRE = 10,500 G/D Q i �, w c 0 750 INV.(SMH 1)=20.40 \�� \ t, ` TOTAL CAPACITY = 9,000 GALLONS c� M co RETAIL (PRO SHOP) 750 SEPTIC TANK (ST 1) INV.(GALLERIES)=20.20 �'� \ �, \ t` 1300 1700 TF-VARIES ±31 Ty_� ;� _�____----- C7 � t SEPTIC SYSTEM DESIGN FISHERS ISLAND IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV ALLOWING A W V� c' OFFICE 400 = \ �- DISCHARGE OF 600 G/D/ACRE. THE AVAILABLE ACREAGE USED FOR THIS CALCULATION KITCHEN 775 4250 5025 INV.(HT 1)=21.70 SEPTIC SYSTEM No. 2 (GALLERIES) mss- '" ` i` t IS 17.5. THIS REPRESENTS THE TOTAL ACREAGE OF THE PARCELS LISTED IN THE V = INV.(GT 1)=21.70 TF=VARIES ±24.5 o APPLICATION RATE, 1.5 G/D/SQ. FT. APPLICATION MINUS WETLANDS, AREAS WITHIN THE COASTAL EROSION HAZARD LINE, cc BOTTOM ELEVATION=17.20 o J �' �, , 3,810 / 1.5 = 2,540 SQ. FT. REQUIRED AREAS BELOW THE 100 YR. BASE FLOOD ELEVATION AND AREAS OCCUPIED BY THE GOLF J BAR 425 400 825 INV.(ST 2)=19.37 �, � 6750 6750 INV.(ST 3)=19.37 INV.(SMH 2)=20.10 �� \ < - DINING 0 INV.(SMH 3)=20.10 �\ � l HOLES. ADDITIONAL GOLF HOLES, ON LAND ALSO OWNED BY FIDCO, ARE LOCATED ON t` 2,540/ 106 (EFFECTIVE SEEPAGE AREA PER GALLERY) = 24 GALLERIES REQUIRED ADJACENT PARCELS BUT ARE NOT INCLUDED IN THIS CALCULATION. AN AREA MAP IS GATHERING 0 5650 5650 SEPTIC TANK (ST 2) EQUALIZATION PIPES=19.20 �- \ t\ S 25 GALLERIES PROVIDED ATTACHED. (SEE SHEET 1) RESTROOMS 1650 750 2400 TF=VARIES-±29 ° i -� / `S�°/� t` GREASE TRAP DESIGNS 1 INV.(ST 2)-19.37 } t` '451 MAINT./MECH 1750 450 2200 INV.(ST 3)=19.37 \�'�� - \ c t GREASE TRAP AT WESTERN DISCHARGE `' INV.(SMH 1)=21.20r:' b STORAGE 1275 200 1475 RECONSTRUCT EXISTING SANITARY SEWER/DOMESTIC WATER CROSSING y '\� ' 1, O t S RESTAURANT SEATING 50 SEATS ® 20 G/D = 1,000 G/D SEP 2 7 2016ga ALT. STORAGE 2900 0 2900 SEPTIC TANK (ST 3) REMOVE & REPLACE EXISTING GRAVITY SEWER UNE WITH DR18 PVC PIPE \ , = BAR SEATING 50 SEATS ® 5 G/D = 250 G/D L TOTAL 29675 TF=VARIES ±29 ENSURE JOINT LAYOUT PROVIDES 10' SPACING FROM JOINT IN SANITARY \ \ t` l [_ --Jl \ OUTSIDE DINING 50 SEATS ® 10 G/D = 500 G/D PROVIDE LOCKING CAST IRON INV.(ST 1)=19.37 SEWER LINE TO LOCATION OF WATER UNE CROSSING \ \ \ 1 GOLFERS 120 ® 2.5 G/D = 300 G/D P13nni g Boar COVERS TO GRADE TYP *UNDOCUMENTED SPACE CONSISTS OF CORRIDORS, MISCELLANEOUS CIRCULATION SPACE, CRAWL SPACES, AND SLAB ON GRADE AREAS INV.(ST 2)=19.37 \ % ` PlanningBoard (TYP) INV.(SMH 1)=21.20 RE-LAY EXISTING WATER UNE, IF REQUIRED, TO PROVIDE A MINIMUM OF 18" OF TOTAL KITCHEN LOAD = 2,050 G/D VERTICAL SEPARATION TO THE RECONSTRUCTED SEWER UNE \� \ %'� PROVIDE 2,500 GALLON GREASE TRAP TEST HOLE DATA WITNESSED BY RICHARD STROUSE P.E L.S. MARCH 1999 PROVIDE CONCRETE CRADLE ENCASEMENT OF ALL LINES AS REQUIRED 1 _ TO ENSURE ADEQUATE SUPPORT OF UTILITIES \� �� - ��`r'• T.H. #1 0"-10" TOPSOIL \ s 1 ' PROVIDE LOCKING CAST IRON PROVIDE 8" SDR 35 PVC CROSSOVER PIPES 10"-30" SANDY SUBSOIL `` :�/ COVERS TO GRADE (TYP) AT 20" O.C., 18" BELOW LIQUID DEPTH (TYP) 24' 30"-96" FINE/MED. SAND SP WATER ® 96" \ BENCHMARK: ROD �\ \\ /_�_\ - ---- ; - - --- - 20" 8' GROUND WATER ELEVATION © 2.5'± EL=12.89' (NGVD29) MI APPROXIMATE SOIL LINE (TYP). REROUTE EXISTING 2.5" COPPER T s 12 MIN TFar HOLE DATA WITNESSED BY RICHARD STROUSE P E L.S. JUNE 2016 WATER SERVICE (TYP) T.H. #2 - _---- ----- -�--------- - --- 0"-15" TOPSOIL 15"-32" SANDY SUBSOIL SM w 32"-144" SAND SP POORLY GRADED WITH LITTLE TO NO FINES 6 ) GROUND WATER ELEVATION ® 3'± JPIB 1 1:1- _ _ ;` - 01 `. EXPECTED AT ELEVATION 3.0 '" RD D -- _ i � \ MIN. 4" HIGH GROUNDWATER EXP �; S E E 42 IN. SOIL CLASSIFICATIONS Be - BEACHES - _ \ 6' (TYP) 10'0 (TYP) Du - DUNE LAND FReC PLYMOUTH LOAMY SAND 3-8% SLOPES PIB PLYM :M // / 3 \ l?> C r 4n RdB - RIVERHEAD SANDY LOAM, 3-8% SLOPES �� ' I \` \� / Re6 - RIVERHEAD VERY STONY SANDY LOAM, 3-8% SLOPES <,_ \. ' `:' ' I L�.- SINGLE UNIT GREASE TRAP DETAIL STORMWATER INFILTRATION AREA , \ I 1' MIN. NOT TO SCALE ReC - RIVERHEAD VERY STONY SANDY LOAM, 8-15% SLOPES (SEE SHEET 5) ° g" NOTE: PROVIDED STRUCTURES SHALL MEET H2O LOAD RATING El --- - Q = \i__._ :` 10'0 (TYP) WAS ��NE - '\ •�r. \ �:�- ��- t��• �___ -- Q \ fi.>,�\ GNB OF \ I PROVIDE 4.000 PSI CONCRETE SLAB WITH 4x4 W4.OxW4.0 WIRE MESH e \\ rf s O� REINFORCING AT MID DEPTH (TYP) MULTI UNIT SEPTIC TANK DETAIL P NOT TO SCALE 1 PROVIDE LOCKING CAST IRON NOTE: PROVIDED STRUCTURES SHALL MEET H2O LOAD RATING COVER TO GRADE (TYP) P - _ _ ---� ----- 6" INLET PIPE __-- -- 1 i - l \ TLt. - } n 9"o KNOCKOUT FOR O , _ -. ,�: M0,-�`> \ I /? --- 4 Y' ;v"t`'.r e�-- ��1 1 „ h 24" 24 J 8 EQUALIZATION PIPE __ N ` UO PROVIDE DISTRIBUTION MANHOLE \ _ 1 \ - r _ '� = , - r (TYP, SEE DETAIL) ii r- -� -- \ „ t' PROVIDE 6 BALL VALVE WITH "' -J FT== 0 E�q 4 TRAFFIC BEARING COVER TO GRADE -- - , - �� r ` ' _ � -' � � � -� ."' ri ;=' - / � ,,' O � :?� �" I r�i `" - .j, Pl `� �'•1\�' � �REROUTE EXISTING EE ( ) }r„r _ - c, c �,�I.iu*w' ELECTRICAL SERVICE (TYP) " ! ' 8" EQUAUZA11ON PIPE - r /--- '` '17 .30 .`�' �I c;:, \• \; � �� ' , I I ll .." JJ /. /\�; -� �i ,J` •Y �� ---�- `.' - - •I t' +�} \'� t'\• ,� �J- �._ "PROVIDE 6 SDR 35 PVC s �' s'x <i DISIRIBU110N PIPING AS ' - ' ' - 1\j :x-.. '�- �;X=>: 'C��r� V s'i`r fin- ��I,i\ �\ �, -�` n� J-" I+ _�j� � �-� �\ Z -'' REQUIRED (TYP) rte' - L-'- ` - \ \ \ i 1()�J} I40��O° FE= � � I ( � ° � PROVIDE 25 4 x4.75x8.5 ----- , PRECAST LEACHING GALLERIES - -- 4 ___ - - - 10" I-I 4' 1" Y (TYP, SEE DETAIL) _ -'.f" r > / �-- \ 4\\ J \\ _ ._6„ z U Q SET BOTTOMS ® ELEV-17.20 APPROXIMATE LOCATION OF BORING 1 / 3 .3 ~ `� - BASEMENT (LOWER LEVEL) �, �-z= \ �t ,� `\1 { -�- O w OBSERVED GROUNDWATER ELEVATION=±O KITCHEN (UPPER LEVEL) I �� \ t� \\� _�\�. 7___/ ; r g >- -1/4 0 ' - (SEE GEOTECHNICAL ENGINEERING REPORT) - 1 OF 1-1/4 CRUSHED STONE c; L N - / ,' i ° \ Ott \ \ ` CONCRETE GALLERY w c K - n O Z L Y `- � \ r N TO SCALE Li Z PROPOSED SEPTIC SYSTEM No. 2 3 12 12 FOR \NV CONS PAO�. -�y NOT wc Q LI..I \ A NOTE: PROVIDED STRUCTURES SHALL MEET H2O LOAD RATING MIN MIN w 30 O A�� L _-__. .- - . r�r °'t� " w Q RESIROOMS (LOWER LEVE ) ! __ a_ 1p CRUSHED STONE PARKING % , r ' l Ek�STiNG 4 0 CAST IRON FRESH AIR w w i �,?.Z. it" KITCHEN/DINING (UPPER LEVEL) ; " PROPgN Gq INTAKE WITH SCREEN °� � 0_ / (SEE SHEET 4) :' �G C• AS IR o a 0 _ /'w`i ', n gs % ' ` r; �' ---_�_ d Q b1(.•c=" i` L,hsr'� - - ----- -.- - - - - _---- -- --- - 1`!� \\ l\ ��N REQUIRED .a I w w PROVIDE FLEXIBLE CONNECTION \\ \\ ` UTILITY PIPE N w N THROUGH TOP SLAB FOR VENT �/\ �. -----I--- \\\ x' PROVIDE 8" SDR 35 PVC -.. EQUALIZATION PIPE (lYP) �' / �, CRAWL SPACE (LOWER LEVEL) :' �\ \ \ \ (n t KITCHEN (UPPER LEVEL) a" < . \//j LLI PROVIDE 24*0 CAST IRON °° \\\\ SMH 3 PRO SHOP (LO LEVEL) ,_ _ /J 0 1 Via. DININ UPP 'LEVEL)'� � \• �� < \��•`" COVER TO GRADE ' ? / SMH 1 '�0 i v \\ /` \t oOsE R ?t*V` \ ° 1 6" MIN I ' `\\/� PROVIDE 6" CAST IRON _. 1v� pPnO ` �RS� ' =°` IPE TO TRAP - -56.9 ``l I \ I ° / 3,000 PSI CONCR E -� P G TRENCH WIDTH -tel PROVIDE 6"0 O - O CH GI G'ROOMS (LOWER LEVEL) t . .,.- .-.. .. _ OU3BER CLEAN ( PP L \ s t �. `r ( NOTE: (UPPER LEVEL). f -' r -- _41 ST ° BOOT CONNECTIONS O O 1 S (LO LEVEL) _ _ - PROVIDE CONCRETE ENCASEMENT IN ALL GATHERING AREA (UPPER LEVEL l - , + LOCATIONS WHERE UTILITIES CROSS WITH O / HT ( ) + /l (/ E \ LESSTHAN12"ROFSEPARARTION OR AS 503 EXPANSION AREA �/ 0 ;' - - - --- - O O GT 1 - _ _ #k O / O \ l j ! \ \ DIRECTED BY THE ENGINEER C) a a 0- 0- a a. O / HT 2 22.45 \\\\, /\ / \ >' a O /, 22.65 -- ti \ O / d _ �� = �' x' � '.�� CONCRETE ENCASEMENT 1 KITCHEN WER LEVEL i z .,% WER LEVEL ;; f� .. .�_._.. . . ., .. -. .. STORAGE (LO ) r , I I� � '�E4 BUILDING SEWER � � N V, �, N O KITCHEN UP R LEVEL) N . i z z z z z �_ •.' DINING P E ) r'� I � NTS z z z z z z - (UPPER LEVEL) , y■ ,<. a ® + /FOOT MIN. cn o w w w w w y,;... FILL WITH CLEAN SAND TO TOP O o v OF CLEAN OUT PLUGS W 0 w w w w w w PROVIDE CAST IRON TRAP LU (n o o 0 0 0 �O 1 �•; PROVIDE 4 0 PRECAST CONCRETE MANHOLE o g 8 w 4J • t � ~ W (n 2 2 11 2 2 = cn D m (n 2 S (!1 2 2 S r I m d. Q Q ��' j" PROVIDE TWO, 8" PVC INTERCONNECTION PIPES ` STORAGE (LOWER LEVEL) j% pP / / �,v�.•- ° ' `I6 �� ' BETWEEN SEPTIC TANKS AT 20" O.C., 18" BELOW \\\ RESTROOMS/OFFICE �. / / o ' / BUILDING FOUNDATION w THE LIQUID LEVEL OF INE TANKS (TYP)- - \�\ (UPPER LEVEL) - G, \ / `O `° CD `° `° `O 1D (° (D ;� C 0 0 0 0 0 0 0 0 0 \ 'r , - -------- 1 ` ; / L\ BUILDING ONNECTION DETAIL 1 <: / - l NOT TO SCALE 0 0 o N N 0 (r (n N N / \ j % PROVIDE 9,000 GALLONS OF I / SEPTIC TANK CAPACITY WITH \ 1 / 0 0 0 0 0 0 0 0 0 THREE 10'11 SEPTIC TANKS ` ?U,4�' c ahs; 1� _,- \ ON COMMON CONCRETE PAD x " \� \ ? : �; \\ / z to - \ / I C, (TYP, SEE DETAIL) y- 4 s \ 'r. \ / ! o , \ J � ` f, ,STANDARD MANHOLE FRAME & COVER UNLESS N 1" GROUT- OTHERWISE DIRECTED BY THE ENGINEER ReC / ADJUST TO GRADE WITH MIN 2 COURSES Q D u'' \ w i11 w' /� + �� 2' 0" / MAX 4 COURSES OF CONC BRICK .{; • 3 ! �� \ - - - OR PRECAST RINGS APPROVED BY � .0 PROVIDE 2,500 GALLON \ _ r' PRECAST REINFORCED CONCRETE- D A \ GREASE TRAP �_ ' ,' . �` / ` MANHOLE CONE SECTION \ Q w (TYP, SEE DETAIL) \' - - - / \ PLANNING BOARD 00 00 TOWN OF SOUTHOLcn L0D _ . I COAT EXTERIOR SURFACES ° o = o ,/ i' PROVIDE CAST IRON TRAP / AT BUILDING CONNECTIONS 1 WITH HEAVY BITUMIN PAINT DATE ( � p I f� N I �1 Of I N (TYP, SEE DETAIL) / , ' / / FOR SANITARY MANHOLES I ` w T \ 9„ 0 t O v �z �w / {„J STORMWATER INFILTRATION AREA / ,' / ` ° 7" -FLEXIBLE, PIPE TO ' Y Q w o0 w (SEE SHEET 5) ,�' / r MANHOLE CONNECTION. � m o o v ov PROVIDE 6" CAST IRON4' PIPE TO TRAP R B -- DATE: 01 /25/2016 _-- - _ _ / 48" DIA % I _--- - -- ------------- `��`, " . , \;, !_ i ! ALL JOINTS SHALL HAVE BUTYL NORMAL PIPE - \� RUBBER JOINT SEALANT BETWEEN % LENGTH PERMITTED SCALE: 1 20 BUILDING SETBACK UNE l l EACH CONCRETE SECTION �� ° (100' FROM TOP OF BANK) \ \ --- - ,-'� ' ' �`� ' / � � PROJECT: #2015825 QUALITY CONTROL CERTIFICATION / r" / PROVIDE PRECAST CONCRETE INVERT- GROUP REVIEWED DATE ° ,. .. ,, 01 MIN PROJECT MANAGER / - tj , � i 12" 3/4" BROKEN STONE 1 SHEET SURVEY 20 10 0 20 c, 6 ENVIRONMENTAL i CIVIL ALE I FEET f - STANDARD SANITARY MANHOLE DETAIL STRUCTURAL \ / / NOT TO SCALE ARCHITECTURAL \/ (VAj \ \ \ // /6 \ 'J / � \ \ 0I` J NOTES: r" P' /• \ /�/ ,�E SEP 2 � 2015 ■_ � / C �� / N 0p P O T T 1. LUMINAIRE # 22 382 - SEE SPECIFICATIONS �/ � �� \ ` /• /LI � Southold Town � d E / �I •.:: —— —— \ I? 10 �0/ / ,z Planning Bnard Q1 cc�l o 0 (D (� HOLLOW WALL CONCRETE - 143 CONSTRUCTION 1CONSTRUCTION _ PINE / S _ LuJo 6//2n �� \'� /\- —. -- ' / O 005HE5 P\Nf ro _ 55/8„ / �� /\ � PINE p1NE e'\- W Q occ q v 0 O \/ � �I/\/ /� \ / pINE - ad a 4 (, _j o U 2 � r ADJUSTABLE MOUNTING r i \ \ �I I c(n P) U co N BRACKETS M W00 V 23/4„ O -- ------r� 2Y2„ � ��/8„ -1 25/8 DRILLED & TAPPED -\' � BEGA WALL LIGHTING XYZ" NPT OPENING 7-m." 1 ; MODEL (2382LED) / J r, / / HITCHEN POST GOOSENECK LIGHT \ ' � *TH-1 �/ MODEL (WHS20—PC-1319) / *TH-2 �� \ I \ 71 ....'< ® BENCHMARK: ROD \ 1 �1 EL=12.89' (NGVD29) NOR - /esH �� ° l aY ) \ r OOO � t `rCHER 11S°`P o K d OSH O r ,WIN 12' ~s',,�.-'; !y � �•. :� f'„ a . `i\ LOW l o \ PA a� �, 2 'C BENCHMARK. NAIL 'j v P — a EL= 20.37' (NGV'D29) t "" ,,.. ✓"/ u _ G -" ••. -. -- "• • �- -• "• -. :;� � �� 3?gam ,� � '�--t�y7 / '� //�{. p,NE L1G �G � ,� ^� PNE AURORA PATH LIGHT 1 FESCUE ,ON1PEk MODEL (LPL6 LA JOLLA) 0 UH o \ ��\ ' ,- •/ # # REQUIR`E LIGH•nNG D G \ } SSE Ff A pO LOCA�D i - REC` Sip •\ TO BE RE !J0 > V18VRNUM LEGEND m Z i N $ 6 PINE l PROPERTY LINE r - p G 1AW ABUTTERS LINE EDGE OF PAVEMENT U p �,BURNUM = --------------- o >- EDGE OF GRAVEL ' EXISTING CONTOUR — 28 ——— Q Of J FESCUE - \ - -- - - - (SRO or HEMLOCKS' �S �- 4 CONTOUR n F-- \ LOW NGS # # i s _ PROPOSED C W W O z z z r STONE WALL Q 1NE�iii �,,_�� V. Ld OF I Lt p01L G �_f-' HEIDGE ^ RETAINING WALL .. .. .. a- Ld Q wPY L11d so• CLUB.HOU ee. TREE LINE �WYY �Y� Y�� LLJ IGH E r pt15�N Mp r "SH i STOCKADE FENCE —�5/ S p Q z w NOW OR FORMERLY NIF > w LLJ cn T ' UTILITY POLE - 0 0-- V) rn U) Q ;P S"OP SPUN°5 WATER VALVE �Q Ld � r pR0 U r , 3 EXISTING BUILDING ® F 0 _ n (.n Ld N (n r _ PROPOSED BUILDING = lL D - - JUNIPEa C j GH fO�URE ' � J � � HEDGE` , . • - � � • P y MAR r 30 15 0 30 !� LOW pAZN ,-_ �______ — GRAPHIC SCALE IN FEET & FESCUE °c V1BUR R°W � I 111 9' PRBORVITPES \ - 1 � 1 / �• LOW r - a _ z J ' • MOUE 1 o i T N \ O WESS �'W ,. \\ ° III m CK Y < a a a S _ o P i POST \\ �I III Z cn ,' MO CE gp'RK \ = N Z � z z �v u X�R gv-' �E1-M AND j III 2 m W Ld . WN _ z LL � HEDGE ' -, w ,, - (0 0 0 z R1G L1NE � may, p v Of 0 WAY nNG \ / r. �, III _ Q o 0 0 0 Ln Ld IT III I to a Li $RUSH - m 4J 4J a Y w - D L w �o �o �o �o �o - UGH G' - � � _ 00 W Ln _ L = o 0 0 � � 0 00 00 f 1 I 0 0 0 0 0 0 ZN M t IA cD \ 6^TREE � BROSN • \ OROSH � //�PPl�01! G 11 \ eo` ED BY ��a = PLANNING BOARD ¢ COASTAL EROSION HAZARD LIMITS 111 : \ EPW" '� Y' AS SHOWN BY COASTAL EROSION I ~ � AREA. MAP, TOWN OF SOUTHOLD, TOWN O� St3UTHOLD ¢ CL _� ^_Y N w v , "w -, �-� SUFFOLK COUNTY, NEW YORK, ,I 111 o Ln Ln_ �_ ` SHEET 41-Fl OF 49. 8/29/88 DATE cw / . 111 Ln Ln ° % 111111 = III - III _�� o _ �] N I I Y � I N COASTAL EROSION HAZARD LIMITS �� 111 \\ ` O o o w AS SHOWN ON COASTAL EROSION �� //i = z w 0 ,j AREA �) 111 Ld Y o SUFFOLK TOWN OF NEW YORK, I ' _ III = 11!= I I! = III = I I 11 I \\/i/\\ r� - 0 o w < = o W NEW YORK, SHEET 41-Fl OF 49 8/29/88 �s a " \ a m o o c� 0 Li � 111 DATE: 01/25/2016 111 SCALE: 1 " = 30' QUALITY CONTROL CERTIFICATION PROJECT: X2015825 GROUP REVIEWED DATE - _ \\\ NEO 111 PROJECT MANAGER ----- •• /// -i a d _ SURVEY ENVIRONMENTAL �-- \_ �—� � \ -�� I - SHEET CIVIL '�—� --- ---- -- --- ----� /// _1-�-1 �) _ STRUCTURAL ARCHITECTURALBARLEY FIELD COVE S1 U J J IL D = CID i o E T T I_ 00 SEP 2 Z 2016 = a o SAW CUT EXISTING PAVEMENT (TYP) TYPE II MICRO-SURFACE OVERLAY SautholdTown U a CD � �_ (Tb BE APPLIED (MIN) OP COURSE PAVEMENT W 2 o aci -Qf1 Planning Board cil �` �� •T- 2.5" MIN BINDER COURSE PAVEMENT V _ a) (MIN) N a �- � o cu q EXISTING UNDISTURBED STORMWATER OPERATION AND MAINTENANCE AGREEMENT Q a w PAVEMENT FISHERS ISLAND CLUB CLUBHOUSE 3' (UNKNOWN THICKNESS) 000000v v000000 ; . � /i,�i. EAST END ROAD, FISHERS ISLAND, SUFFOLK, NEW YORK V � U CO � 0 N p ovov.Dove ®ovov,Dove q ALL VERTICAL EDGES OF / / __ ��+ Os®O 1, 71Z pavp p®e� EXISTING PAVEMENT SHALL OWNER: FISHERS ISLAND DEVELOPMENT COMPANY O M an O O O O a> O O O O ae / T O O BE PAINTED WITH ALIGHT \/\/\/\ \/ U) D O O D D O O O O O D O O D /\\/\\/\ \\j�\j RESPONSIBILITY: �. rn a e O O O O a o O O O O e u COAT OF ASPHALT EMULSION / / / / ///� N CV O a O �% U c� Ovvv ®vvvv® vvvo 00 OWNER OR ITS ASSIGNS SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE OPERATION AND MAINTENANCE PLAN FOR THE c�i M130 o D O O 4 D 0 0 0 O 4 D O O 4 p -6 6" MINIMUM COMPACTED /\ /\/\/ //�//\\ FISHERS ISLAND CLUB CLUBHOUSE AND FOR ANY CORRECTIVE ACTION REQUIRED. W M ee O O O O ec O O O O Oe 0► o pdo��do� o •I GRAVEL SUBBASE I\/\\/\\/\\/ \\/\/\/\ 1- 1/2" CLASS II 6 0 r-1 0 0 0 o®a o 0 000 0�o d (�\\//\\/�\\/�\\/ \ \/ / 4D 4D4D4D4D SUITABLE NATIVE MATERIAL ��\////// \\\/\\//\\ BITUMINOUS CONCRETE CONSTRUCTION PHASE BACKFILL COMPACTED TO , /\/ / 1-1/2" BINDER COURSE V TOP ISOMETRIC VIEW m4 De4D�4D,4Dv4D; 95% MAXIMUM DRY DENSITY \�\�\'\\\/ \\\/\\\\\ GENERAL PROVISIONS: °av°outa v°vo°a v° � / TRENCH WIDTH \\\��\\//// J °4D°4D°4D°4D°4 D° 0 1. CONTRACTOR TO INSTALL AND MAINTAIN DRAINAGE FACILITIES AS SHOWN ON THE PLAN SET TITLED: (FISHERS ISLAND CLUB, BY CME SID �bll ASSOCIATES, INC., DATED 01/25/2016, REVISED 08/15/2016). ,4 D,4 D,4 D,4 D,4 D° o n �� e: 1 � 1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW. SAW CUT TO �� `�' °� � 2. PRIOR TO CONSTRUCTION, ALL EROSION/SILTATION CONTROL DEVICES SHOWN ON ABOVE PLAN SHALL BE INSTALLED. TO PREVENT BE PERPENDICULAR TO THE EXISTING SURFACE. SILT INTRUSION INTO THE DRAINAGE SYSTEM DURING CONSTRUCTION, THE CONTRACTOR IS TO INSTALL INLET PROTECTION AT ALL .• C° N 4D 4 D 4 D 4 D 4 D 12" ROLLED GRAVEL SUBBASE CATCH BASINS AND SET SILT FENCE AT ALL SLOPES WHICH MAY ERODE IN THE DIRECTION OF ANY OPEN DRAINAGE FACILITIES. 2. REMOVE & DISPOSE OF ENTIRE WIDTH OF PAVEMENT OFF.-SITE. PER M.02.02 OF FORM 816 SUCH PREVENTIVE MEASURES ARE TO BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. �x.. m4D11MD�4Do4D� 3. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATED BITUMINOUS CONCRETE PAVEMENT 3. EROSION CONTROLS ARE TO BE INSPECTED ON A DAILY BASIS. UPON DISCOVERY, THE CONTRACTOR SHALL REMOVE ANY SEDIMENT °4D°4D°4D°4D°4 D° CAPACITY OF 90 PSI. FROM AN EROSION CONTROL STRUCTURE. NOT TO SCALE °4D°4D°4D°4D°4D° 4. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH THIS 4. ALL EXPOSED SOILS SHALL BE IMMEDIATELY STABILIZED TO PREVENT EROSION. FRONT SIDE EDGE WITH THE PROPOSED EDGE. (MC-70 PRIME COAT) 0.4 36" SIDE PANEL GAL./S.Y. 5. UPON INSTALLATION OF CATCH BASINS, INLET PROTECTION SHALL BE INSTALLED AND MAINTAINED UNTIL READY FOR PAVING. NOTES: 6. PRIOR TO CONSTRUCTION OF IMPERVIOUS AREAS, ALL DRAINAGE STRUCTURES AND PIPES SHALL BE INSTALLED AND INSPECTED FOR STORMTANKO MODULE 1. SIDE PANELS TO BE INSTALLED TYPICAL CROSS SECTION FOR. MATCHING PROPER FUNCTION. DURING CONSTRUCTION, OF OTHER SITE FEATURES DRAINAGE FACILITIES SHALL BE INSPECTED ON A DAILY , ALONG SYSTEM PERIMETER,'UNLESS BASIS AND CLEANED/REPAIRED IMMEDIATELY UPON DISCOVERY OF SEDIMENT BUILD-UP OR DAMAGE. �� INSTALLED VOID FNOMINAL OTHERWISE SPECIFIED. EXISTING PAVEMENT AT TRENCH NAME HEIGHT CAPACITY CAPACITY f�AT10 WEIGHT NOT TO SCALE 7. AFTER PAVING IS INSTALLED, IT SHALL BE SWEPT CLEAN ON A MONTHLY BASIS. 2. REFERENCE CURRENT INSTALLATION ST-36 36" 13.10 cf 15.80 cf 97.00% 33.10 Ibs. INSTRUCTIONS FOR PROPER INSTALLATION PRACTICES. GRASSED SWALES & DRAINAGE CHANNELS/TRENCH DRAINS: 1. CONTRACTOR TO INSPECT SEVERAL TIMES DURING THE FIRST FEW MONTHS TO ENSURE THAT GRASS COVER IS ESTABLISHED OR STONE SURFACE IS STABLE. AFTER ESTABLISHMENT, INSPECTION TO OCCUR SEMI-ANNUALLY AND AFTER EVERY 0.5 INCH RAIN EVENT. 2. CONTRACTOR RESPONSIBLE FOR ALL ASSOCIATED MOWING DURING FIRST YEAR OF CONSTRUCTION. (MOWING SHOULD BE PERFORMED WHEN GROUND IS DRY TO AVOID RUTS AND COMPACTION) 3. THE GRASS SHALL NOT BE CUT SHORTER THAN FOUR INCHES AND ALL CLIPPINGS SHALL BE REMOVED. 4. CONTRACTOR SHALL CLEAN SWALE AFTER SITE IS COMPLETELY STABILIZED AND PRIOR TO TRANSFER OF OWNERSHIP TO OWNER. 2" OF CRUSHED STONE MEETING CATCH BASIN SUMPS: STEP 2: STEP 3: M.01.01 No. 6 (1" MINUS) STEP 1: 1. CONTRACTOR TO INSPECT WEEKLY OR AFTER EACH 0.5 INCH RAIN EVENT AND CLEAN AS NEEDED. REMOVE THE SIDE PANEL FROM MODULE AND PLACE ON FLAT INSERT THE SHORT SIDE OF THE BRENTWOOD WRAP SPECIFIED GEOTEXTILE FABRIC AROUND THE ENTIRE SURFACE. LAYOUT AND CUT OPENING INTO SIDE PANEL FOR INLET/OIUTLET PORT THROUGH THE OPENING IN INSTALLATION OF STORMTANK MODULES (REFERENCE BRENTWOOD 2. CONTRACTOR SHALL CLEAN SUMPS AFTER SITE IS COMPLETELY STABILIZED AND PRIOR TO TRANSFER TO OWNER. INLET/OUTLET PORT CONNECTION. THE SIDE PANEL, PLACING THE MOUNTING DOCUMENT "SITE PREPARATION AND INSTALLATION REFER TO DIMENSIONS BELOW FOR OPENING PLACEMENT AND PLATE AGAINST THE SIDE PANEL. DRILL HOLES �d INFILTRATION SYSTEMS & BASINS: THROUGH THE SIDE PANEL USING THE INSTRUCTIONS"). CUT "X" INTO GEOTEXTILE FABRIC AT PIPE o SEE TABLE BELOW FOR OPENING SIZE. LOCATION AND PEEL EDGES OUT. CONNECT GEOTEXTILE FABRIC o C900000 PRE-DRILLED HOLES IN THE INLET/OUTLET TO THE PORT WITH SS BANDING, WATER RESISTANT TAP OR OF Q � 1. CONTRACTOR TO INSPECT WEEKLY OR AFTER EACH 0.5 INCH RAIN EVENT. PORT (MOUNTING PLATE. ATTACH THE PLATE NYLON ZIP TIE. TO THE PANEL WITH NYLON ZIP TIES (MIN. 50 8" COMPACTED SUBBASE 2. INSPECTIONS SHOULD FOCUS ON THE DURATION OF STANDING WATER IN A BASIN OR IN THE OBSERVATION WELL OF AN , LB. (222N) TENSILE STRENGTH. PULL TIE UNDERGROUND SYSTEM AFTER A STORM. (PONDING WATER AFTER 48 HOURS INDICATES POSSIBLE CLOGGING OF THE BOTTOM OF 17/„ UNTIL TIGHT. THE INFILTRATION STRUCTURE) -! ` FINISHED CRUSHED STONE DRIVEWAY 813 13 GRADE NOT TO SCALE 3. CONTRACTOR SHALL CLEAN BASIN AFTER SITE IS COMPLETELY STABILIZED AND PRIOR TO TRANSFER TO OWNER. , �? /s" 8 /s" L9 �' -s. - •'�� 3� _ = SEAL FABRIC TO i I INLET/OUTLET PORT �OO OO - � 4D4D4D4D4D _T „6 S t WITH SS BANDING, O � O MIRAFI 140 N • •a D• OPENING ;4D;4MVIDp4D; �"` • •aD WATER RESISTANT iv e _ I) `� FILTER FABRIC POST-DEVELOPMENT PHASE • • 4� • FOR INLET/ • G64D TAPE OR NYLON ZIP �dD•aD•aD'av°0• OUTLET �ao�av�av�cv�av� • f �.•;'•°''Qp�dDM PORT ,.4D�4D 4D�4D•, 'abdD;d�•QD•4D• TIE. (BY OTHERS) O �O O O()-�.�� J GENERAL PROVISIONS: r ` �QC•4D SLEEVE °• O ,• c �v 3/4" STONE TO SNOW STOCKPILING: �•-�! EXTEND TO SNOW ACCUMULATIONS REMOVED FROM STREETS AND PARKING LOTS SHALL BE PLACED IN UPLAND AREAS, WHERE SAND AND DEBRIS "A" ;� ml� �>v� FINISHED GRADE (� O WILL REMAIN AFTER SNOW MELT FOR LATER REMOVAL. CARE SHOULD BE TAKEN NOT TO DEPOSIT SNOW IN THE IMMEDIATE VICINITY OF r w 1 9 w z CATCH BASINS, DRAINAGE SWALES, OR SLOPES LEADING TO BODIES OF WATER, AND DRINKING WATER WELL SUPPLIES. D' •4 D�4 D, �4 De4 D• IN CPP �/.db ,a`aD SIDE a o•ao•ao•aoeao• °' � O OI IN SOCK PAVEMENT SWEEPING: a� •,. ' '4D�4D•4D•4D� PANEL ,4 D�4 D�4 DD�4 D�4 D• a ,.� - dDr • • 'QpdG NON-WOVEN GEOTEXTILE � � STREETS AND PARKING LOTS SHOULD BE SWEPT CLEAN AT LEAST ONCE ANNUALLY, PREFERABLY IMMEDIATELY AFTER WINTER SNOW MELT ' • 'GD4D� • ' ✓l� 4" MINIMUM TOPSOIL & SEED. AND BEFORE SPRING RAINS. SWEEPING DURING THIS PERIOD CAPTURES PEAK SEDIMENT LOADS AND EXTENDS THE SERVICE LIFE OF • • FABRIC (PROPEX GEOTEX _�-�''- � ��-Y- 601 OR APPROVED) PROVIDE DEGRADABLE THE STORM WATER MANAGEMENT SYSTEM. SIDE PANEL `& EROSION CONTROL MATTING ONCE REMOVED O FOR STABILIZATION AS REQ'D GRASSED SWALES & DRAINAGE CHANNELS/TRENCH DRAINS: 24" INLET/OUTLET PORT TYP. GRASSED SWALES AND DRAINAGE CHANNELS SHALL BE INSPECTED AT LEAST ANNUALLY TO ENSURE THAT THEY ARE OPERATING AS INTENDED. POTENTIAL PROBLEMS THAT SHOULD BE CHECKED INCLUDE: TABLE A: INLET/OUTLET TRENCH DRAIN CROSS SECTION 3 MAX. A. SLOPE INTEGRITY m PORT DIMENSION NYLON ZIP TIES IN FOUR � � � � PORT SIZE OPEN SIZE CORNERS NTS PERMEABLE SOIL MIXTURE 18" MIN. OR TO SUITABLE B. EROSION Y (MIN. 50 LB TENSILE 40% SAND, 20-30% TOPSOIL, FREE DRAINING MATERIAL C. VEGETATIVE HEALTH q-- 9 ✓ 4 STRENGTH & 30-40% COMPOST D. SOIL STABILITY ! 1 12" 13.75" � ) z U Q O 14" 15" SEE PLANS E. SEDIMENTATION O DRILL DIAMETER HOLE INTO 0 Of SIDE PANEL THROUGH ANY NECESSARY REPAIRS SHALL BE MADE IMMEDIATELY. TRASH SHALL BE REMOVED AND THE BANKS MOWED AS REQUIRED, BUT AT OPENING IS SHOWN VERTICALLY CENTERED PRE-DRILLED HOLES IN LEAST ONCE PER YEAR. GRASS SHALL BE KEPT BETWEEN FOUR AND SIX INCHES IN LENGTH. (MOWING SHOULD BE PERFORMED WHEN z 0 z z Z V) MOUNTING PLATE RAIN GARDEN w FOR VISUAL CLARITY. PART MUST BE GROUND IS DRY TO AVOID RUTS AND COMPACTION. q Q '� INSTALLED HORIZONTALLY CENTERED NOTE* NOT TO SCALE ) � J Q - CATCH BASIN SUMPS: CD Q V% �Q 7- 1.) CONTRACTOR MAY INCLUDE NATIVE Q MATERIAL FROM EXCAVATION IN THE CATCH BASINS SHALL BE INSPECTED BI-ANNUALLY AND CLEANED AT LEAST ANNUALLY, AFTER THE SNOW AND ICE SEASON, AND AS >w> Ld w PERMEABLE SOIL MIXTURE. MATERIAL MUST BE EXCAVATED, MIXED WITH LOAM & COMPOST L� TO FORM A HOMOGENEOUS BLEND, AND REPLACED TO GRADE. SOON AS POSSIBLE BEFORE SPRING RAINS. IN GENERAL, A CATCH BASIN SHOULD BE CLEANED IF THE DEPTH OF DEPOSITS IS p O � GREATER THAN ONE HALF THE SUMP DEPTH. IF A CATCH BASIN SIGNIFICANTLY EXCEEDS THIS STANDARD THEN MORE FREQUENT 't G' CLEANINGS SHALL BE SCHEDULED. IN AREAS WITH HIGHER POLLUTANT LOADINGS OR DISCHARGES INTO SENSITIVE BODIES OF WATER, w I' L�.I 2.) PERMEABLE SOIL MIXTURE SHALL NOT BE COMPACTED AND THE ENTIRE WATER QUALITY H O = BASIN SHALL BE PROTECTED FROM HEAVY EQUIPMENT TRAFFIC THROUGHOUT CONSTRUCTION. MORE FREQUENT CLEANINGS WILL BE NECESSARY. U W (V V) 3.) THE CONTRACTOR SHALL BE LIABLE FOR THE REPLACEMENT OF THE PERMEABLE SOIL INFILTRATION SYSTEMS & BASINS: MIXTURE IF E&S CONTROLS ARE NOT INSTALLED & MAINTAINED AS INDICATED. 4.) SEED WITH RAIN GARDEN GRASS MIX (ERNMX-180-1) AS SUPPLIED BYERNST INFILTRATION SYSTEMS AND BASINS SHALL BE INSPECTED AT LEAST TWICE ANNUALLY AND AFTER ALL MAJOR STORMS TO ENSURE THAT �-1- DUCTILE IRON CONSERVATION SEEDS INC. (800-873-3321) OR APPROVED EQUAL. THEY ARE OPERATING AS INTENDED. PRETREATMENT BMP'S SHALL BE INSPECTED AND CLEANED DURING THE REGULAR BI-ANNUAL H-20 RATED GRATE INSPECTIONS. POTENTIAL PROBLEMS THAT SHOULD BE CHECKED INCLUDE: TYPICAL PLANTING AND SEEDING FOR RAIN GARDEN AREAS: VEGETATED AREA TO BE DESIGNED A. PONDING FINISHED IMPERVIOUS SURFACE WITH ADEQUATE COMPACTED FILL 1.) SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, NEW ENGLAND B. EROSION (DESIGN BY ENGINEER OF RECORD) FOR DESIGNED LOAD RATING _ WETLAND PLANTS, INC. C. CLOGGING OF INLET PIPES (DESIGN BY ENGINEER OF RECORD) o ADAPTORS CAN BE 2.) MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVANICA MOUNTED ON ANY 3.) MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA ANY NECESSARY REPAIRS SHALL BE MADE IMMEDIATELY. TRASH SHALL BE REMOVED AND THE BANKS, OF BASINS, MOWED AT LEAST o - a ANGLE 0' TO 359' TWICE PER YEAR. MOWING SHOULD BE PERFORMED WHEN GROUND IS DRY TO AVOID RUTS AND COMPACTION SEDIMENT SHALL BE a 0 4.) LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URS( ( ) a 5.) MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA REMOVED FROM THE BASIN AS NECESSARY, AND AT LEAST ONCE EVERY FIVE YEARS. Is y/�/ 24" m a m � � Y Y � a a a a a a MIN. 2'-0" SUITABLE COMPACTABLE FILL �\\\ \/\� PLAN VIEW Z (AS NECESSARY - DESIGN BY /\�//�/ \ \�\\/ DUCTILE IRON o ENGINEER OF RECORD) \may/ \ 24" GRATE 0 o m W Li w Z U 0U U U U ��/ / 3„ 00 0 MAX. 11'-0" O U o L o 0 0 o00 PROPEX GEOTEX 601 / / \\/� MIN. 1'-0" a N x T a � ? F NON-WOVEN GEOTEXTILE (OR v\ EQUAL) SURROUNDING MODULES \/// \ ~ a o a a a a a a AND STONE/SOIL INTERFACE /\y/ /�� w w (0 (D m cn co = _ (0 _ _ _ \\jam 0 0 0 0 \\/ fy uj 04 (N C14 CN CN IN CN z J ��//\// / / / / / / / / / / / / / / / / / / / / // /r I ¢ \ \ \ \ \ \ \\ ) \i\\i /\\i\\i\r\\\\i /\ \/\\�r\/i\\/ \ \\/\\i � i\\ r\v\i / /\�i\\ r\\�\ /\\�/\\/i r\\/\/i\�\ J j w '�/��/�/v/v/ � / / / /�`// / / / / / / / /, 0 0 0 0 0 0 000 \/\%/ / � DEPTH SPECIFIED BY m o z yT\\�\l\�\r�\ r ENGINEER OF RECORD Q w 3/4" ANGULAR STONE STORMTANK MODULE 6" MIN. > MIN. 1'-0" ! N D EXISTING:Is1 1 --- ------�----- -- < GROUND �2 2" 2� pLANINING BOARD GRASS Q ENGINEER OF RECORD RESPONSIBLE j SYNTHETIC MATTING T01�ytK OF SOUTHOLD FOR ENSURING SUBGRADE SOILS MEET BEARING AND SETTLING REQUIREMENTS STORMTANK VARIOUS TYPES OF ERONET P300 V) CROSS SECTION i BY NORTH AMERICAN DATE , I I � � OUTLETS WITH WATERTIGHT 12" l0 ADAPTORS FOR: SDR-35 GREEN OR PERMANENT 00 00 SEWER CORRUGATED EQUAL `n POLYETHYLENE SCHEDULE Of m af 40 DWV CORRUGATED PVC m O I I I o RIBBED PVC O w z GRASS SWALE WITH SYNTHETIC MATTING w o z 0 U z Z Z `L NTS o o En Q w o w O_ O w O_ = O •J O- 07 O 0 u U L- LONGITUDINAL SECTION DATE: 01/25/2016 NYLOPLAST 24" DRAIN BASIN SCALE: 1 " = 30' NOT TO SCALE QUALITY CONTROL CERTIFICATION - PROJECT: 2015825 GROUP REVIEWED DATE PROJECT MANAGER SURVEY SHEET ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL PROJECT NARRATIVE EROSION & SEDIMENT CONTROL OPERATIONS AND MAINTENANCE GENERAL NOTES - 1 U L`__ -_ , A. EROSION AND SEDIMENTATION CONTROL AND RESTORATION MEASURES SHALL 1. ELEVATIONS ARE BASED ON NGVD1929. 1i -'__ '_ � � _ 0- THIS PROJECT CONSISTS OF THE PARTIAL DEMOLITION AND RECONSTRUCTION OF THE CONFORM TO THE "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR i I 1 EXISTING FISHERS ISLAND CLUB CLUBHOUSE ON 11.9 ACRES IN THE TOWN OF FISHERS �� ! /1 /� '� EROSION AND SEDIMENT CONTROL, AUGUST 2005" PUBLISHED BY THE NEW YORK 2. ALL UTILITIES SHALL BE APPROVED BY LOCAL UTILITY COMPANIES PRIOR TO ,�/ - � _--'-' �- � o ISLAND, SUFFOLK COUNTY, NEW YORK. THE LOCATION OF THE SITE IS ON THE SOUTH STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND TO CITY/TOWN CONSTRUCTION; ALL UTILITIES SHALL BE CONSTRUCTED TO UTILITY COMPANY ,'- /i /� 5 - '- T SIDE OF EAST END ROAD/EAST MAIN ROAD APPROXIMATELY 1.5 MILES WEST OF THE REGULATIONS. SPECIFICATIONS. `ti/ \i %\ "A "`"' /\ 5 _, -� °£ W -1 CID o 0 EASTERLY POINT OF THE ISLAND. CONSTRUCTION WILL INCLUDE OF PAVED DRIVEWAYS, _\/ 1 SEa`E" 0.T s 1, - C ++ _°, o I- rn GRAVEL PARKING, DRAINAGE PIPING AND STRUCTURES, INFILTRATION BASINS, EXPANSION B. INSTALLATION OF SEDIMENT AND EROSION CONTROLS SUCH AS HAYBALES AND 3. ALL CONSTRUCTION SHALL BE TO TOWN SPECIFICATIONS & REGULATIONS. ~_ 1 s t.k� > ` -, SEWE "Am ``� `;r� V Y ~ c OF THE EXISTING SEPTIC SYSTEM, AND UNDERGROUND UTILITIES. SILT FENCES SHALL BE ESTABLISHED PRIOR TO COMMENCING ANY LAND i ,t � �2----_Q \! _�- - ' ilii _----f' NO. ISSUED TO: ---�0,0 0.0 0. 1 PLANNING ,;. 2 PLANNING F _0-0- o:o- +� { 0 + .0 .0 0.0 6 o.a. �m+o:a �"©:a ~ + .o +0.0 0.a +0.00.0 0,0 0.. 0.0 0 0 + ,o a ® Ing, E n C 01 0. 0.0 .0 .o . . . _ .4 .a 64 TI East +0.0 O.a 0.a 0.0 +0.0 +0,0 +0.0 +0.0 0.0 +0,0 0.0 0,0 0.0 0. +0. + .0 +O.Q 0, . + . 0.0 0.0 O,a 4.0 0,0 0.0 o Tel: �- Web 0.0 +01.0 0.a + . 0.0 O.d .a O.a 0.0 0.0 O.Q +c.o 0.0 0 + . U + .0 0.0 +0.0 + . 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EN D +O EAST Pr RTI�N r + r + { + + + + + + + + + + + } + + + + + + + + + + + + + + + + + + + t + 14-1, 10-8 t0-2 o.o a.o o,a 4.c , a.o .0 4.0 0.0 0.o d.o 0.0 d.o d.o d .o o.a d.a .0 0.Q 0.0 Q.o o.d a.o 0.d d.o d.a d.o d.o 0.0 d.o d,o 0.a 0 0 .o .0 0.0 0.0 0.o a. d 0.0 0.0 0.0 4.45 d + + +0. +a + o10-�A ,B+ { + + . + . + . + . + . + . + . . +o.o +o.o +b .0 o.o o.o a. o. + o.d o.o a.o o.a a.d c,o + + PORTION. d + 10-8,+ + . + . . . . . a.o d. a o 10-3 ti + + + }0.0 oda do 0 0 o 0 adoa o + + +0.0 + a 0 0.0 o��+ ,a Q. + . + . + . { + . + + + r + + . a. + . + . + . + . .o .Q .o oO0,00. 10-6 10-4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + r + + # + + + + + + + + + + 10-5 o.a o.a a.o 0 0 0,o a.o o,a o.a o. o.o o.a o.c o.a a.o o.o a.d o.a a.o 0.3 o.a o .d o.o o.d o.o ,0 0. C1C Q 0.0 d.o 0.0 .o +Q.o 0.a 0.0 0,0 0.o .a 0.0 .o o.a o.Q d.o 0.0 0. 0. 0.0 0.0 0.0 d.d pe 004 + + + + + { + + + + + + + + + + + + + + + + + + + + { + + O,fl o.Q o.o 0 0.o a.a a,Q o.o o. Q.0 fl.o 0.0 0.0 0.o a.o o.d o.o o d. a. d 0.1 0. d.o 0 .0 d.o d.d d.o c.a o.o 0.0 +c.d dc�O 0.0 .0 0.0 +0.0 0.0 0.0 0.0 + .0 + + . 0.0 +0.0 0.0 0,0 +Q. 0 0 +d.o 0.0 + .0 LOW PATH LIGHTING O + + + + + + + + + + + + + + + + �, a.Q +0.0 ,0 0.0 0.0 0.0 0.0 + .0 +0,0 0.0 0,0 O.a O.a 0.0 0.0 +0.0 +0,0 0. 0. + .1 Q.1 0,0 0.0 +0.0 0..0 +0.0 0.0 +0.0 +0.0 0,0 0.0 0.0 0.0 0.0 00 0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 O.a O.Q 0.0 0.0 0.0 0.0 0. 0.0 .Q +a.o Type B + + { + + + + # + + + t + + + + + + + + + + '0,. + + + + + r + + + + + + *0 + + + + + *0 + + + + { d,a 0.0 .o Q.4 0.0 Q.4 0,0 0.0 0.0 Q.0 0.0 .d .0 0.0 0 .c 0.0 d.l 0.0 0.1 0.2 O.a 0.0 0.0 o.a a,.a 0.0 O.d O.a 0.0 0.0 0 a 0.0 0.0 .a 0.. 0 0 O.d a.a O.a o.0 0,0 0 0 0.0 0.a O.a O.a a.Q Q.a 0.a 0.0 0. +O.D + .Q + + + + # + # + + + + + } t + t } t t 10 # + 10 '0 '0 # + + + + + + + # + + 4 + + + + + + + # + +G + + + + 0..0 0. 0.0 O0� 0.0 ,0 0.0 0.0 .0 0.0 d.a 0, 0, 0. 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Q.0 O.a Q,d 0.0 4. 0.0 .0 4,0 O.a RECESSED + + # # + + # # # # # # # # WALL+ STEP + +0 + + # + # # + # + + + # + + + + + + + + # + # + + + + + # + # + + 0.0 .a O.a 0..0 0,Q 0.0 O.a 4.0 0. 0.0 O,a Q.d 0. 0.4 0.0 0.0 0.0 ©.1 0.0 .a �..1- .0 0.0 0.0 O.Q o.4 0.0 a. 0.0 0.0 0„0 0.a O.a 0.0 0.0 0.0 0.0 O.a 0.0 a.d 0,0 d. d.d 0.0 O.a 0.4 0.0 0.0 0.0 O.d O.a o.4 0.0 O.d a.0 0 LIGHTS O EXISTING, o. .c 0.0 a.a 0.0 0.0 0.0 0.0 0. d.o Q.Q d.a d.a 0. 0. d.o d.o 0.1 .� a.1 0.G 0.o d.o 0.0 0.0 d.o d.o 0„0 0.0 0.0 0.0 0.1 0.1 0.1 d.a 0.0 o.o c.d 0.0 d.a 0.0 d.o d.o d,o d.o 0.0 ).d 0,0 d.d d.o 0. Type C1 0 REQUIRED FLAGPOLE 0. a 0.0 Q.0 O,fl a.0 0.0 0.0 ,0 0.0 0.0 0.4 0. 0, +0.3 +C.2 0.1 0.1 +0.1 0.1 +0,2 .4 + # + ,3 0.3 a 8 +0.2 +0,1 +0.0 0.0 0.0 0,0 0,0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 0 +0.0 0. LIGHTING + + + + + + + + + + # + t + + + + + rt + + + + + + + + + + + + + + Q.4 O.Q 0 O.Q 0.Q a. a. 0_0 d.d O.fl 0.d 0.0 0.0 Q. 0.0 0 0.3 0. 1. .8 1. .4 0.2 0.1 0,1 0.1 .3 4,4 0.0 0.0 0.0 4,5 3 0.2\, 0.1 0.0 0.o 0.0 a. 0.0 a.0 +0,0 + + .0 0,a 0.a 0.0 Type B Type HH LOW PATH Type CC + + 4 + + + + + + + + + + t i + } + # t t + + + t 4`y + + + # + + + 4 + 4�f # + + 0.0 0.0 0. 0,0 G.0 .0 0. 0.0 0..0 0.fl 0.LIGHTING 0.0 0. 0 Q 0.3 0.4 4.8 4,7 4,1 1. 4 0.2 0.2 0.2 0.6 3.z 4.,. 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O.Q O.Q +0.0 +fl.Q 0.0 +O.o 0.0 0.0 0.0 +0. 0.0 0.0 O.d +0 LIGHTS 0 EXISTING, # + + + + +a.o Q.0 +0. +o.o +Q.o +a.0 +a.Q +fl. +fl. }q.o +o.q +a. .1e-----40'o +a.a +o.o +o.a +n + +a.o +o.o +a.o +aJ .o .o +o.a +q.l +0.1 +0.l +c.o +q.d +a.a +o.o +a.fl +o.o +o.o +q.o +o.o +o.d +o.a +o,a +o.o +o.o +G.a +a.d +o . o, 0 0.0 a.o o.o .o Type C 0 REQUIRED FLAGPOLE + + + { + + } { { } { { + { + + + + + + 'D + -o + + + + + + + + + + + + + + + $ 0.2 0.1 0.0 0.d 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0 fl.d fl. 0. .0 0.0 0.0 0.o 0.0 q.0 0,0 fl q,0 Q.0 fl>0 Q. 0. 0.3 0.2 0.1 0.1 0.1 0.1 0.2 .4 .3 0.3 G LIGHTING { + { + + + + 4 + + + + + + + + + + + + + + + + + + } + + + + + + + + + + + + + + + fl.o o.a o 0.0 0.0 0. 0. a.o o.q o.fl 0.0 o.fl Q.o 0, o.0 0 fl.3 0, 1 .8 1.' 4 0.2 0.1 0.1 a.l .3 4,4 0.0 o.o o>a 4,5 3 0.2 .� G.1 q.d Q.a a.o a. 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Q.6 q 4 4.5 1 0.1 0 a,2 0.1 ' a. a q.o o.o a.o a.o 0.0 o.a fl.a o. o.o o.o Ty ypeB Type CC F { { + + + 4 + + + + + i # +4.9 3.9 +3.4 4.6 Type 4.1 .5 q: o.1 q.0 0.0 o.0 0.0 0.0 o.o Q.0 o.0 m o.0 o.o 0,0 o.d o.o a.0 o.0 .0 a,o o.a o.o o. 0.1 o.fl co.o 0.fl a.l a. .s 4.$ Type AA TYpe A Type AA _._ Type HH `~'--=- Type CC + + # + + + + + + { + + { } { + + +a.0 O.fl + q.0 + ,0 0 0.Q O.fl 0.0 0 0. +0.0 i0.0 0.0 +Q> + + 1, 1 Type' AA 4.7 +4.8 4.6 +4 3. .6 0.1 ).1 0 a.G 0.0 0.0 a.0 d.0 q,0 0.Q a.0 O.o fl.0 O.q 0. '�. Type A Type AA Type CC Type AA o.o a.0 0 .0 0� q. fl,o 0,2 q.4 o.d fl.q o.o o.o co.l �.1 .1 0. �.6 0. 1>5 � .o 4 7. Type CC T e . CC 2. .5 0.l 0.1 q.o d.-ts - _W.�- _� 0 a.a o.o a.o fl,o o.o q a o.o o.o o q Type CC TYpe AA Yp -•� Type GG Tye B ° Yp T e CC Type CC _ __ _ + + + + + + + { + 4 + + w + + # # + + + + Type AA . CP �1> fl.2 o.l q.6--,-----o..0-----_. 0.0 0.0 0.0 0.0 0.0 0.0 a.Q q.0 Q. 0.0 0.0 .0 Q.0 0.0 .0 .0 a.0 0. 0.0 0,d .q 0 +0 '0\ O,Q 0.1 0.1 �0. 0.2 Q.1 0.1 0.2 0.3 0.6 2.2 3.4 Type AA POST MOUNTED Type' CC ._.' -•_-�--�------�___ _ LOW PATH :,IGH' FIyTURF Type CC 0.0 + �.0 + .0 + +0.0 +a.0 0.2 0.1 0,0 + .0 + a O.q 0.1 0, A $ 0 0 0.3 Q.1 0.1 0.1 a.2 +0.7 +0.0 .8 + 4 + t 4 + + + + + t + } + .0 0.1 0.Q 0.0 0.0 0.0 0'.fl Q.0 0.q O.Q q.0 0.0 0.0 0.0 .a 0.0 .0 LIGHTING, Type A + + } { + + { { + TPIC + + + + + + FISHERS ISLAND CLUBHOUSE { + { } { + + { + { { { + { + + a.0 a.0 .d o.o o.Q fl.o >0 3 0.0 o.a G.0 0.0 0.1 5 1 .1 0.4 +0.1 0.0 0.1 0.1 o.z fl.5 q. o.o a.a q.d d.o q.4 Q.o o.d a.o a.o 0.0 q.o fl.o a.o fl.o q.Q o.o Type B 0. o.d .a o.o ,10. 0 10. .60.2 0.1 0.0o.a0,1 0>1 0>1 0. ype 00000 q.a .a a.o q.o .a o .o >a q qoayp cS, Type CC + + �j + + + + + + + + # + # + + } 10 + 10 + 10 '0 + + # + + + + { +0. + + + + }o.o .o + +0.0 fl.o o,d { + a.o +0 q.0 O.Q o.o o.a o.a a.o o.0 0.1 0.2 0.3 0.1 0-2 a.2 0.1 0.o >o o,Q ,o Q,o ,o ,0 0. 1.1 0 9 o.i o.o o,o Q.o a.o c q.d o.o o.o fl.o + } } + + + } *0 + # + *0 *0 *0 F + + + + } + + 4 + '0 + *0 # + 4 + + *0 10 + + t t +0.0 +0.0 +0.0 4a.q +0.0 4q.q +a.0 4q.0 +0.0 +a. +0.0 +a.0 Q .0 0.0 0.0 .a Q.fl 0.0 0.0 0.0 0.0 0.1 G. 0.7 0 0.4 0.1 0,1 q.l 0,0 0>0 0.0 0,0 0>0 0,0 0.0 0,0 0.0 fl,0 0.1 q.6 fl> 4.8 3.8 2. 0,0 0.1 0.6 0.6 0.3 a.1 q.fl POST MOUNTED Type LIGHT FIXTURE +0.0 0.0 +0.0 0 +0.0 0.0 +0.0 0.0 +0.1 + + .2 .5 +0.1 '0A O.fl +0.0 0.0 }0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 +0.0 +0.1 a.z +0.3 1.2 0 1 0.1 '0.0 + .Q +0.0 -+0.0 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 '0.0 +0.q 0.0 0.0 +0.0 0.0 + .0 0.0 0.0 +0.0 +fl. Type A + + + + + { + + + + + + + + + + + + + t + + + + + + + + + + + + + + + 4 + + + 4 + + + *0. { + + + + + + 0.0 .0 0.0 0.0 0.0 0.0 0.0 .0 0.1 0. .6 0.3 0.l o.fl o,o o.a o.o o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0,1 0.1 0.2 0.2 .2 o 0.2 fl.0 a.4 c`o.Q o.o a.q a.a o.0 0.0 q.o o.fl o.a o.fl a.o fl.o q.a o a.a o fl.o a.o ' LOW PATH +0 { + + + + + + + { { + + LI+GHTIJ4G, +� +`----, + + + + + { + { + + { + + + 0.0 +q.q + .a 0.0 0.0 0,0 +0.0 I I +0.1 +0.3 +0.2 +0.1 +0.0 0.0 I I 0,0 0.0 1 0.0 0.0 0.0 +0.0 .0 0.0 0.1 5 .2 0.1 0,2 .4 .1 0.0 0.0 0.0 0.0 0.0 O.d fl.0 0.0 0.0 a. 0 0.0 0.0 q,d d.o 0.0 fl.fl O.q 0.0 q,o fl 0.0 a.0 fl.0 T e A Type B TYPICAL Yp Yp + + + { { + + + + + 10 # + + t + + t { + { + + + + ' +0. + # + t + + + } + + + + +� + + + + } 4 + 4 + + + + + + q.o fl.o o.a o.o o.o fl. .o a.o a>o fl.2 0.3 0.3 fl.l a.o O.a o.a a.o a.o o.o o.o a.o a.o Q.o fl.o o.0 0.1 a.3 4 c.3 a.1 a.a o.o o.o .0 fl.a o.Q fl.o o,a o.o o.o o.o o.a o.o q.a d.fl o.o fl.fl o.a o.o o.o .o o,o o.Q o.o POST MOUNTED { { { + } + + + + # + # + { + { + + { { { + + + # { + + + + + { { + + + + { { { + + + { + + { + o.o o.0 0.0 d.o 0.0 0.0 0 .0 0.1 .5 0 .6 0.4 0.2 a.o o.o o.o o.o o.fl o.o o.o o,Q o.0 0.0 0.0 0,1 fl. 0.5 0. 0.1 0.0 0.0 Q.o o.d o.fl o.o o.o o.o o.o a.o fl.a a.a o.o fl.a q.fl Q.o o.o Q. o.o d.o q.o fl.o q.o TLIGHT Type B ype A FIXTURE + + + + + + + + # + + �+ + + + + + + { + + + + + # + + + + + + + + + + + { t + + + 4 + + + + +0 4 0.0 0.0 0.0 q.d 0.0 0,0 .3 0. .1 8 0.4 0.1 q.l 0.1 0.2 0.1 0.1 0,0 O,Q 0,0 0,1 0.1 0,1 0>2 Q. 0.4 0.2 0.1 0.0 0.0 0.0 0.a O.d q.0 fl.0 0.0 0.0 0.a 0.0 0.fl 0.0 0.d 0.0 0.0 d.0 q 0 0. ,0 a.fl 0.0 0:0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 a,0 0.1 0.3 .6 1.1 4 0.6 0.2 0.2 .4 0.6 0.4 0,2 0.0 0.0 0.1 0>3 0.3 0,3 0,1 0.1 0.. Q.1 0.0 0.0 a.0 Q,fl Q.0 q.fl a.0 fl,0 fl.0 a.d fl.Q 0 0.0 O.o fl.0 fl.a O.fl q.0 fl.0 0 0.0 0.0 0.0 O.Q fl Type A 4 + + + + + + + + 10. # + + + + + 10 + *0 + + + + + + + + + + + + + + + + + + + + + + t + + + 0.o Q.o o.Q 0.0 +0.1 0.1 0.1 0.1 q.6 0.7 0.4 0.2 0.2 0.$ 0.2 0.1 a.1 0.2 0.? l.o o. a.2 0.1 c.fl o.o o.d .o o.fl a.fl o.Q o.o o.Q fl.1 0.2 0. q. fl. a.o 0.0 o.a o.o o.fl o.o q.o o.fl o.d o.o q.a Q Type A + + + + + + # + # + E # + + + + # *0 + + + { 10 + + # + + + + + { + + + + + + + + Q.0 0.0 fl.o q.2 4 ,6 4 0.1 fl,1 G.2 Q.2 .1 0.1 q. 0 9 .6 .2 .1 0.1 Q.2 0>? 0 0.2 0.1 a.a O.Q O.q 0.0 Q.0 Q.0 .0 .0 .1 0.3 a.6 0.6 fl.3 0.1 o.0 0.0 0.0 0.0 0.0 a.0 a.Q q.0 0.0 0. .0 Type B r v { + *0 + + + + + + } + + { + + + + + + + + + + { + + + + # { } 4 + { + } Q.a q.Q . 1. 1.o a,$ Q.q .0 G.fl o.l a.o o.o Q.1 0.2 .2 a.l 0.0 q,0 +a.l 0.3 0.3 0. o.q a ,, o.q 0.0 G.a 0.0 0.o a. 0. 0.1 a 4 .2 a 1 0.2 0.o fl.o o.o o.o q.o o.o P,1- T e A Type APPROVED BY Y � + { + + + + } + + } + + # + + + + } + + # + + { + + + + + + + # + + + + { } .0 0.0 0, 1.0 l.d fl.6 .o o.o o.o o.fl o.o Q.o o.o q.1 a.l o.o a.o o.o o.o a,l 0.1 0,1 fl.o 0.0 0.0 0.0 0.0 o,a o.o a.o Q.o .1 0. 3 0.7 a 0.3 0.1 0.0 fl,d PLANNING BOARD TYpe B + 4 + + + { { + } + + t + { + + } } + { + } + + + # + + + LOW PATH + + } a.1 Q.2 a.2 a. o. TOWN OF SOUTHOLD +a>0 0.1 a.3 0.6 0.0 0.0 0.4 fl.q 0.0 a.a 0.0 0. 0.0 q.0 a.0 O.Q a.0 0.0 fl,0 0.0 0,0 0.0 0.0 O.fl a.0 O.d q.fl 0>0 0.0 0.0 q.1 U OCT 062016aFFssr �`' LIGHTING, DATE �,� 75$, + } + + { + + + + } + } } + + + } *0. 4 + { + + } { + { + + TYPICAL } s_ +0.1 0.0 o.a o.o o.o o.o o,fl o.o o.a o.o q.o o.a o.o o.Q Q.0 0.o a.o o.o o.o Q o.Q o.0 0.0 0.o Q.a o.o o.0 0.0 0.o Q.o . Sou!ho!tl ToGvn Planning Board 0.4 Q.0 d,0 a.0 q.fl a.fl 0.0 Q.0 Q.Q Q,d Q.Q 0.0 0.0 0.0 0.0 a.0 0.0 O.q 0.0 a,0 O.Q 0.0 0.0 �1� { + } 0 Luminaire Schedule FIXTURE { + + + {o { { + + + 4 + + NOTE: 0 .0 .0 a.0 0.0 0.0 0.0 0.o Q.d o.a 0 0.0 Qty Symbol Label Tag Description CONTROL LLF HEIGHT -G 19-10 0-�0 0-C G G-1�0-E 2 6-12 0 V PHOTOMETRIC 0 . 800 �4 ' -0" this drawing is the property of the architect and has been prepared specifically for the owner 9 -0 Type A BarnLi.ght Electc G--WHS<�t 0-PC' . G �'' 33 Type B Aurorali ht LPL6-2700-D-TR-C-BLP PHOTOMETRIC 0 . 900 1 ' -j" 'witfor hutthewritproject tnconte to ft heottobcuscdforanyotherpurpose,tocationorovner + + .0 0.0 0.0 + .0 AGE $�Z 13 O Type C Be ga g 2 3 8 2 LE D PHOTOMETRIC 0 . 900 4" without the written consent of the architect. CpgT STD °�+ 22 p Type AA Bevolo FRENCH QUARTER ON YOKE SWITCHED 0. 800 7 ' -10" 19 cr Type CC Bevolo COACH HOUSE FLUSH MOUNT SWITCHED 0 . 800 51 -1110 PROPOSED RENOVATION /ADDITION FOR: ' 1 Type FF Bevolo SIX-SIDED CEILING MOUNT SWITCHED 0 . 900 10 ' --1" FISHERS ISLAND CLUB 4 ❑ Type HH RAB H101 100PAR38HFL25 de GE 179 MOTION 0 . 800 11 ' -0" FISHERS ISLAND, NY � YP g 2 Type GG WAC Lighting WS-W20506-BZ PHOTOMETRIC 1 0 . 900 8 ' -0" DRAWN BY: MARK P. FINLAY JM TL 1 , ARCHITECTSDATE: 10/22/15 , AIA s 96 OLD POST ROAD, SOUTHPORT, CT 06890 203-254-2388 1502 11 N DWG NO.: B PHOTOMETRIC PHOTOMETRIC PLAN PLAN PH- 1 SCALE: I" =20' KEY PLAN E DRAWINGS, REODO NOT TO WRITTEN REFER DIMENSIONS ONLY. 'LEGEND DESIGN DATA DENSITY LOAD CALCULATION (TOTAL SITE U '� �/� � � � . ,.. . • -� . PROPERTY LINE SEPTIC SYSTEM No. 2 INVERT TABLE // O \ < s SYSTEM No. 1 GOLFERS 5 G/D X 120 = 600 G/D » 'J ABUTTERS LINE -- \ +, EXISTING SEPTIC SYSTEM TO THE NORTH IS APPROVED FOR TENNIS 5 COURTS X 100 = 500 G/D C �' EDGE OF PAVEMENT NOTE: UNLESS OTHERWISE INDICATED, ALL PIPING TO BE 6" PER APPLICANT s �2 1 +, / >� CURRENT FLOWS UNDER PERMIT C10-05-0006 •i III) o _ _ ___ + s MAIN CLUB r o E EDGE OF GRAVEL -------- ----- - SYSTEM No. 2CCO4 (00 00 HOUSE TRAP No 1 (HT 1) DISTRIBUTION MANHOLE No. 1 (SMH 1) DO -- L+ DESIGN FLOWS FOR THE NEW SYSTEM ARE AS FOLLOWS: RESTAURANT 200 SEATS (SEE PERMIT) X 10 G/D = 2,000 (D " EXISTING CONTOUR --- 28 --- TF=±35.5 TF=±26.0NEW SEATING 50 SEATS X 10 G/D = 500 G/D C '�' rt oPROPOSED CONTOUR 26 INV.(HOUSE)=22.35 INV.(ST 2)=20.95 L o �-- < RESTAURANT SEATING 50 SEATS 0 30 G/D = 1,500 G/D BAR SEATING 50 SEATS X 10 G/D = 500 G/D .� d Y U -oSTOCKADE FENCE �' �� INV.(ST 1)=22.25 INV.(ST 3)=20.95 - --- 12 o S + BAR SEATING 50 SEATS O 15 G/D = 750 G/D OUTSIDE DINING 50 SEATS X 5 G/D = 250 G/D = *"' Y `o cNOW OR FORMERLY I INV. SMH 2 -20.85 s + OUTSIDE DINING 50 SEATS ® 15 G/D = 750 G/D W Z °' o N F ( ) o �� RETAIL 1,150 SFO 0.03 G/D = 35 G/D RETAIL 1,150 SF X 0.03 G/D = 35 G/D N ca mWATER VALVE HOUSE TRAP No 2 (HT 2) INV.(SMH 3)-20.85 c, STORAGE 4,375 SF X 0.04 G/D = 175 G/D V v 0 TF=135.5 / + STORAGE 4,375 SF ® 0.04 G/D = 175 G/D .4' i CL 0 �, E INV.(HOUSE)=22.55 DISTRIBUTION MANHOLE No. 2 (SMH 2) \ ti � GOLFERS 120 O 5 G/D = 600 G/D BEACH CLUB Q 6 � wUINV.(GT 1)=22.45 TF=±25 o SEPTIC SYSTEM No. 1 +, OUTSIDE DINING 200 SEATS (SEE PERMIT) X 5 G/D = 1,000 G/D Qca r_ ai - INV.(SMH 1)=20.40 (EXISTING) o +, TOTAL ADDITIONAL DESIGN FLOWS = 3,810 G/D 1 HOUSING 13 EMPLOYEES (SEE PERMIT) X 75 G/D = 975 G/D U JGREASE TRAP (GT 1) INV.(GALLERIES)=20.20 O PERMIT C10-05-0006-s-� ' PARKING 15 G/D PER PARKING SPACE X 49 = 735 G/DV PROPOSED 6UILDING USES 81 TF=VARIES ±34.0 \ \ +� SEPTIC TANK REQUIRED - 3,810 X 2 DAYS FLOW = 7,620 GALLONS `a) � �\ + TOTAL DESIGN LOAD = 7 270 G/D 0 �' E CCINV.(HT 2)=22.30 DISTRIBUTION MANHOLE No. 3 (SMH 3) CUSE* LOWER FLOOR (SF) UPPER FLOOR (SF) TOTAL (SF) INV.(ST 1)=21.80 TF=±24.5 + NCDo \ c PROVIDE THREE 3,000 GALLON SEPTIC TANKS CONNECTED IN SERIES (PEROWNER) ° V ascv INV.(SMH 1)=20.40 s \ + ALLOWED- 17.5* X 600G D ACRE = 10,500 G D W coRETAIL (PRO SHOP) 750 0 750 �, < TOTAL CAPACITY = 9,000 GALLONS / / / Q M MSEPTIC TANK ST 1 INV. GALLERIES =20.20coOFFICE 400 1300 1700 TF=VARIES t31 Ty_ O SEPTIC SYSTEM DESIGN FISHERS ISLAND IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV ALLOWING A W � cl) INV.(HT 1)=21.70 SEPTIC SYSTEM No. 2 (GALLERIES) s o +< r DISCHARGE OF 600 G/D/ACRE. THE AVAILABLE ACREAGE USED FOR THIS CALCULAl10N2 m KITCHEN 775 4250 5025 \ / , +` UCINV.(GT 1)=21.70 TF=VARIES 124.5 \ o APPLICATION RATE- 1.5 G/D/SQ. FT. `r IS 17.5. THIS REPRESENTS THE TOTAL ACREAGE OF THE PARCELS LISTED IN THEBAR 425 400 825 INV.(ST 2)=19.37 BOTTOM ELEVATION=17.20 o ` + 3,810 / 1.5 = 2,540 SQ. FT. REQUIRED APPLICATION MINUS WETLANDS, AREAS WITHIN THE COASTAL EROSION HAZARD LINE, cc DINING 0 6750 6750 INV.(ST 3)=19.37 INV.(SMH 2)=20.10 \ ti lAREAS BELOW THE 100 YR. BASE FLOOD ELEVATION AND AREAS OCCUPIED BY THE GOLF J INV.(SMH 3)=20.10 \ +, 2,540/ 106 (EFFECTIVE SEEPAGE AREA PER GALLERY) = 24 GALLERIES REQUIRED HOLES. ADDITIONAL GOLF HOLES, ON LAND ALSO OWNED BY FIDCO, ARE LOCATED ON GATHERING 0 5650 5650 SEPTIC TANK (ST 2) EQUALIZATION PIPES=19.20 \ 25 GALLERIES PROVIDED ADJACENT PARCELS BUT ARE NOT INCLUDED IN THIS CALCULATION. AN AREA MAP IS TF=VARIES ±29 o s o < ATTACHED. (SEE SHEET 1) RESTROOMS 1650 750 2400 INV.(ST 2)=19.37 GREASE TRAP DESIGN MAINT./MECH 1750 450 . 2200 INV.(ST 3)=19.37 \ = GREASE TRAP AT WESTERN DISCHARGE �i(STORAGE 1275 200 1475 INV.(SMH 1)=21.20 RECONSTRUCT EXISTING SANITARY SEWER/DOMESTIC WATER CROSSING O 'v ALT. STORAGE 2900 0 2900 SEPTIC TANK (ST 3) REMOVE do REPLACE EXISTING GRAVITY SEWER UNE WITH DR18 PVC PIPE \ (` +, RESTAURANT SEATING 50 SEATS ® 20 G/D _ 1,000 G/D f J TF=VARIES ±29 \ \ j BAR SEATING 50 SEATS O 5 G/D = 250 G/D SES 2 2016 i TOTAL 29675 INV.(ST 1)=19.37 �� JOINT LAYOUT PROVIDES 10 SPACING FROM JOINT IN SANITARY \ \ < OUTSIDE DINING 50 SEATS ® 10 G D = 500 G D , SEWER UNE TO LOCATION OF WATER UNE CROSSING \ \ +` / / _ ; PROVIDE LOCKING CAST IRON *UNDOCUMENTED SPACE CONSISTS OF CORRIDORS, MISCELLANEOUS CIRCULATION SPACE, CRAWL SPACES, AND SLAB ON GRADE AREAS INV.(ST 2)=19.37 \ 0 I GOLFERS 120 O 2.5 G/D = 300 G/D soutnpldToovn COVERS TO GRADE (TYP) \ < Planning Board tj INV.(SMH 1)=21.20 RE-LAY EXISTING WATER UNE, IF REQUIRED, TO PROVIDE A MINIMUM OF 18 OF v VERTICAL SEPARATION TO THE RECONSTRUCTED SEWER UNE \1 \ ! TOTAL KITCHEN LOAD = 2,050 G/D PROVIDE 2,500 GALLON GREASE TRAP TEST HOLE DATA WITNESSED BY RICHARD STROUSE P.E L.S. MARCH 1999 PROVIDE CONCRETE CRADLE ENCASEMENT OF ALL LINES AS REQUIRED T.H. #1 TO ENSURE ADEQUATE SUPPORT OF UTILITIES \ /� 0"-10" TOPSOIL r \ 10"-30" SANDY SUBSOIL ! \ `� 1 i� PROVIDE LOCKING CAST IRON PROVIDE 8" SDR 35 PVC CROSSOVER PIPES 30"-96" FINE/MED. SAND SP \ ,�� COVERS TO GRADE (TYP) AT 20" O.C., 18" BELOW LIQUID DEPTH (TYP) 24 WATER O 96" BENCHMARK. ROD _ GROUND WATER ELEVATION O 2.5'± " \\ EL=12.$9' (NGVD29) \. _ _. -_T > -T C-'- T T 20" 8" TEST HOLE DATA WITNESSED BY RICHARD STROUSE P.E L.S. JUNE 2016 APPROXIMATE SOIL UNE (TYP) REROUTE EXISTING 2.5 COPPER l - l` -1 s 1, • �, 12" MIN. MIN. T.H. #2 WATER SERVICE (TYP) ` 0"-15" TOPSOIL T ` ` j 6 _�- 15"-32" SANDY SUBSOIL SM -T w�---w�l 24» 32"-144" SAND SP POORLY GRADED WITH LITTLE TO NO FINES T f GROUND WATER ELEVATION 0 3'± 6• (TYP) 20. HIGH GROUNDWATER EXPECTED AT ELEVATION 3.0 END R� p �----\ E-7. . •. MIN. d' 4" EAST 14 ` 12" MIN. { , 6» 1 8 --" -- 1 SOIL CLASSIFICATIONS Bc - BEACHES _ L 6' (TYP) 10'0 (TYP) Du - DUNE LAND Fe C ~ -� �� ~PIB - PLYMOUTH LOAMY SAND, 3-8% SLOPES \ 3 / RdB - RIVERHEAD SANDY LOAM, 3-8% SLOPES \ i \ / \ t / f 4" ReB - RIVERHEAD VERY STONY SANDY LOAM, 3-8� SLOPES STORMWATER INFILTRATION AREA \� �, \� ��/ • �� SINGLE UNIT GREASE TRAP DETAIL ReC - RIVERHEAD VERY STONY SANDY LOAM, 8-159 SLOPES (� SHEET 5) It �' \ 1 MIN. -{ I NOT TO SCALE �4 6 NOTE: PROVIDED STRUCTURES SHALL MEET H2O LOAD RATING / O \ to 111D? . . WE i _` O p \ •¢us+i 10'0 TYP t �r PROVIDE 4,000 PSI CONCRETE SLAB o WITH 4x4 W4.oxW4.0 WIRE MESH ' G O\, REINFORCING AT MID DEPTH (TYP) W �"SP �O MULTI UNIT SEPTIC TANK DETAILy ' NOT TO SCALE PROVIDE LOCKING CAST IRON �y �sE N`o. °°9 •>a``� NOTE: PROVIDED STRUCTURES SHALL MEET H2O LOAD RATING COVER TO GRADE (TYP) fFOP d� P _ __ - � _ r_.�- `�--- !r \ TENNIS • !1 O �� r- 1 �� \ -M�� 24" 6 INLET PIPE 24" 9"9b KNOCKOUT FOR C` y x15.52 " 8" EQUALIZATION PIPE PROVIDE DISTRIBUTION MANHOLE \ t- / __ _ �r`r� 3 �, \2o.14x 1 " o ou (TYP, SEE DETAIL) \ \�` -�' - r ;� `- ��--`- \�\ \ J. 6.5 0 I _ \ Q - ev 6 CPO ` ® ® 0 � F IO 00 t O PROVIDE 6" BALL VALVE WITH \ `_ � '� / - / i, / -` \ \ ` a TRAFFIC BEARING COVER TO GRADE r r ' -�` a.T � i \l� � � \ � SIL � �` I' PN� C REROUTE EXISTING ` � ® ® ® ® �� I I 4" (TYP) ,I 1 \ \ YS 1 \\ 30 r 9.1 PINE � � ` ELECTRICAL SERVICE (TYP) r 8" EQUALIZATION PIPE f \ � ,-- L/ _- - 24 -PROVIDE 6" SDR 35 PVC l\,: / - 34 - --- \ r f �./.:' .1:1.:x. P \ \ \ I � �';' DISTRIBUTION PIPING AS / / .� 7.c INE / REQUIRED (TYP) l / 32 -,': /. .. /.:/.,�.. I x \ I� I Z H PROVIDE 25 4x4.75x8.5' \62 I o ® ® ® ® ® ® ®l; �I ® Fl--= ® (� PRECAST LEACHING GALLERIES 26 __ 16�3 (TYP. SEE DETAIL) i . ..'� l\ / -am \ - = 1 ` \ \ \ JU,. 7'-10* I 4'-1" Y SET BOTTOMS O ELEV=17.20 /- APPROXIMATE LOCATION OF BORING 1 / 36.3 X - ::....BASEMEN'I'._(LOWER:-LEVEj,}= r, ;� I \\, \ `1\ �� 8-6 - " Z U � W _f - OBSERVED GROUNDWATER ELEVATION-±0 " ` / ` \ \ us>+ g 4-9 KITCHEN (UPPER LEVEL) g Q } Q LA. / (SEE GEOTECHNICAL ENGINEERING REPORT) i \ \ / -f • .a \ 1' of 1-1 4• CRUSHED STONE CONCRETE GALLERY o- .4 �. v :. : , o \ cl PROPOSED SEPTIC SYSTEM No. 2 �� °' FpR 13� COtV p �, NOT TO SCALE Z Z Z Z - � / f I VAC � AO v W Q W / 30 S F -1 I \ ti2 12" 12" p m / ?� / _ ,: n I / NOTE: PROVIDED'STRUCTURES SHALL MEET H2O LOAD RATING MIN MIN n- L'-I I'- / _ :>_ Z CRUSHED STONE PARKIN J / / / �,� 9• �` "RESTROOMS-(LOWER=LEVEL) - _ 1 E S ' 1/2 b _j Q vp LO g (n (SEE SHEET 4) / / "::''.KITCHEN DINING_. UPPER_LEVEL= <^wY' x' '=�' I� PR©�� 4"0 CAST IRON FRESH AIR W - �- / - QE' r...z :..,.,_- . ...._-.:.<... . �. GAC. INTAKE WITH SCREEN Q Md-LAWN - - . CA - - t' A REQUIRED _. S � � W d- - - C. > uj PROVIDE FLEXIBLE CONNECTION \ \ W _ j \ = U PROVIDE 8" SDR 35 PVC f i\\ \ UTILITY PIPE .., \ \ THROUGH TOP SLAB FOR VENT I. / EQUAUZAT10N PIPE (TYP) \ CRAWL''SPACE (LOWER"LEVEL)` 3 /;x \//\ PRO SHO 0 _4 _f KITCHEN (UPPER LEVEL). a" \ _ �_ a' SMH 3 O I� / r�6.o3 Pa '- \\ \ P - / ,•c \\/\\ • , SMH t DININ UPP L�. 1 E y a'! I $NE t PROVIDE 24 0f CAST IRo�I �/� W COVER TO GRADE 6" MIN \ v' PROVIDE-6" CAST IRON QpTO :. ry B-1 ' I PIPE TO TRAP : � f„ GOO \ I 3,000 PSI CONCR - +.?�......:.....::,. „,-�w. -,... k•m -• - - - ';_ TRENCH WIDTH • •:::a« rI~ TI. PINE,. 1 • V r C` 0 _ W - a' t' OF MS-= LOWED'yLE1/EL PROVIDE `C ( ) _ -Y.� � �CI�B••�IQiJ,,E •,.:rt -� HEM RO DE 6m0 CLEANOUT _ - a P •s, s UP ER LEVEE :k v' ST 2 �• PROVIDE FLEXIBLE R 86ER - NOTE: :r•. �f OWER:"LEVEL 3 .� �RESTROOMS L BOOT CONNECTIONS •o - 00 CON EC ONS PROVIDE CONCRETE 0 DE CO C ETE IN AL L / O - I �•� P - ERING'AREA •U PER LEVEL 4cATH )'T~ WHERE UTILITIES R WITH LOCATIONSE E U L ES C OSS I H s EXPANSION AREA �' - / .O -•.+�-- / *©R� ' � � LESS THAN 12" OF SEPARARTION OR AS -- t ..1V. DIRECTED BY THE / I HT 2 r� r'- ra r O r- �.Ei:=36 ES:,.,-` ..� t„ , X. 5:35 o: _ �, :1 - 1 / � Y Y � a a 22.65 -\ - i a a a a - J a d - -36,091 t t { ELI - N� R .. KITCH WE EL : - < < y - l - F J'� R=i.EVEL 1 CONCRETE ENCASEMENT -} oRAGE= �.owE � `sT , r0 - f KITCHENT^ UP _LEVEL �^�'�, �:P-Y Z ( = _ / -- - - PN -'v. - I UI IN '�. - E B U) G SEWER O - - - - I UPPER LEVEL - - ~DIN NG= - - I ;k. / ( w - n.' F- I- r 5' LING Y. N • � .. _ � _- _ ..-. x .ter - •.� NTS O 00T MIN. z Y 4 z z \ zzz rn w w www p{_ / r 3•._ z LL FILL WITH CLEAN SAND TO TOP v, o o z 000 OF CLEAN OUT PLUGS v v 0 v O v a a - a a i a w z w w j w w w I - JI F R JU E o a o 0 0 / ' / PROVIDE CAST IRON TRAP f w - o LA w r " ♦ i 35.3 i X ' -� ° ,. Q w cn = 2 l PROVIDE TWO, 8 PVC INTERCONNECTION PIPES / ♦ - ` � � / � / / , . ,.. � c� ,,, - o N - � � a � � � ticoco- 0 ' / ! , STORAGE (LOWER,LEVEL) d 37 (10 / �� _ S-UFFOLK COUNTY DEP' .'+ -- - BETWEEN SEPTIC TANKS AT 20 D.C., 18 BELOW / \ . . ♦ _ a / -----_ - __ / 4. - BUILDING FOUNDATION RECAST CONCRETE MANHOLE �R 1 NILS IT OF HEALTH SERVICES > j m (A x i x i / - THE LIQUID LEVEL OF THE TANKS (TYP) ♦ RESTROOMS' OFFICE .- ° P I / r `♦ (UPPER'LEVEL):,, L.=3a.3 P / / ,� / TREE APPROVED f / P.EFEP.EKCE q W � 2 2 2 2 • / f l \ /_ -'�\, 1�� % / ! \ j� ` // ( I��.Ti1, BLR: Z I of - - �*" PROVIDE 9,000 GALLONS OF \ ``f r N, � � � "I N, N,�� \ .n BUILDING CONNECTION DETAIL , - �- - I w N N N N N N N000 N N SEPTIC TANK CAPACITY WITH ♦ - NOT TO SCALE SEE CtZAWIIvG # 0 0 o N N o "' "' N N iU.VN I i OF0' SFE • C • E THREE, 10'0 SEPTIC TANKS t I CG;\DITICNS M a t0 0o ao rn rn rn ROW OF X 3d' I O O O O O O 0 0 0 t ON COMMON CONCRETE PAD Ak(30RVh s REVIEWER'S I;�IITIALS' 1 N o (TYP. SEE DETAIL) x 3a.7 x 3a.5 \� �. i i \ 3 \ O N n �n cn n m rn r I N CID r' 3 �� ` I \ STANDARD MANHOLE FRAME!& COVER UNLESS z OTHERWISE DIRECTED BY THE ENGINEER DO \ \ 4 �\ + i �� \ 1" GROUT . / / w e C ADJUST TO GRADE -WITH MIN 2 COURSES PROVIDE 2,500 GALLON \ i l� - \ 2� p» MAX 4 COURSES OF CONIC BRICK Q o, \ GREASE TRAP I (TYP, SEE DETAIL) ' � {/ � PRECAST REINFORCED CONCRETE p q OR PRECAST RINGS � � / MANHOLE CONE SECTION Q w / In o PROVIDE CAST IRON TRAP ��'�` x 3a,3 / L� / 00 00 AT BUILDING CONNECTIONS \ ,� ,� / COAT EXTERIOR SURFACEo cn (TYP, SEE DETAIL) \ �'� / ' ' / I \ WITH HEAVY BITUMIN PAINT m cl4o t I Y x I o z FOR SANITARY MANHOLES 04 Li STORMWATER INFILTRATION AREA - 7 FLEXIBLE PIPE TO 3 u o (SEE SHEET 5) ___ \ \` / //\ /��, / / Jy- �� MANHOLE CONNECTION. 0 o w < z o w `ti 1 PROVIDE 6 CAST IRON i PIPE TO TRAP \ R B '��.�� \. / a m o o v 0 � ____ TI tv� 1 \ I DATE: 01/25/2016 2 ALL JOINTS SHALL HAVE BUTYL 48" DIA NORMAL PIPE BUILDING SETBACK UNE �' �` \\ ♦♦♦ �,�' / / / J / RUBBER JOINT SEALANT BETWEEN / LENGTH PERMITTED SCALE: 1 " = 20' (1 DO- FROM TOP OF BANK) �LI� / l / >, EACH CONCRETE SECTION-� QUALITY CONTROL CERTIFICATION 1 ' - PROJECT: #2015825 '� < • rA� r� J i • 21 / PROVIDE PRECAST � GROUP REVIEWED DATE /' �� CONCRETE INVERT 8"! PROJECT MANAGER ! i rf /\'{ '� .1 MIN SURVEY I r. , / 777,z ' 1� i 12" - 3/4" BROKEN STONE20 10 ', 0 20-, �, ''�, � ; , 11�� SHEET ENVIRONMENTAL 19cnnL ALE I FEET ,,F �/ 6 STRUCTURAL STANDARD SANITARY MANHOLE DETAIL ARCHITECTURAL NOT TO SCALE 1 s l � I t OFFICE LOCATION: �� ` MAILING ADDRESS: so Town Hall Annexe P.O. Box 1179 54375 State Route 25 + Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 7, 2018 Ms. Lisa Poyer Inter-Science Research Associates P.O. Box 1201 Southampton, NY 11969 Re: Approved Site Plan for Fishers Island Club Additions 20449 East End Rd. ±820' s/w/o of East Main Rd. & East End Rd., Fishers Island SCTM#1000-4-6-9 Dear Ms. Poyer: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made May 24, 2018 and the submitted as-built Photometric Plan prepared by Peter J. Pycela, P.E., dated October 22, 2015 and last revised June 1, 2018. This as-built plan is provided to the Planning Board to illustrate minor changes to the approved Site Plan and it does not replace the original approved Site Plan. The changes are as follows: • Addition of seven (7) exterior pole light fixtures and the relocation of one (1) exterior pole light fixture. With exception of the item detailed above, the site is now in conformance with the approved Site Plan entitled "Fishers Island Club", prepared by CME Associates, dated January 25, 2016 and last revised September 2 , 2016. Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Town Engineer Southold Town Planning Board Work Session — June 4 2018 -- Page 2 Project Name: Fishers Island Club Additions SCTM#: 1000-4-6-9 ..... Location: Off East End Road, ±820' s/w/o _. of East Main Road & East End Road, Fishers Island _.......... ......... _. .. .......... ......... . . __. .. ..,. Description: This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District. Status Approved _- Action: Final Site Inspection Attachments: Staff Report _ � . Standard Subdivision � 1-bb _ sion Inc. SCTM# 0-1401-6 +� Sons Project name Harold R. Reeve kham Description': This proposal is is foga Standard ck � p � p p ' Subdivision of a 5.1 acre split-zoned parcel into 4 lots where Lots 1-3 equal 1 in the R-40 Zoning District and Lot 4 equals 1.8 acres located in both the R-40 and B Zoning Districts. This proposal includes a Change of Zone Application where the zoning on Lot 4 is proposed to change from the R-40 and B Zoning Districts to the LB Zoning District. Status; Conditional Sketch Approval _ 1 Action Referral Review & Public Comment Review Attachments: Staff Report Project name, Brantuk & Pearson SCTM n, � Resubdivision # � 1000 75-6-7.2 & 86-6 31 R' . A.e r , Location: 44632 Route 25, +/- 950 ft. east of Wells Road, +/- 2,020 ft. south of NYS. Route 25, Peconic Description., This proposed resubdivision transfers 0.27 acres from L �p I p p of 1 t (SCTM#1000-86-06-31) to Lot 2 (SCTM#1000-75-06-7.2). Lot 1 decreased in size from 5.23 acres to 4.96 acres and Lot 2 increased from' 5.30 acres to 5.57 acres. This property is located on the r.o.w. off of Route 25 in Peconic. Status Pendine 1 Action: Review Revised C&R's Attachments, Staff Report _ Southold Planning Department Staff Report Site Plan Application Work Session — Request for Final Site Inspection Date June 4, 2018 Prepared By: Brian Cummings I. Application Information Project Title: Fishers Island Club Additions Applicant: Fishers Island Development Corporations Date of Submission: May 2, 2016 Tax Map Number: 4.-6-9 Project Location: 20449 East End Road Hamlet: Fishers Island Zoning District: R-120 II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ± 12.3 acres Building Size 14,270 sq. ft. III: Analysis This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island. 1. Amended Site Plan Approved on October 4, 2016: a. Existing: i. Approved 2004 site plan for construction of a tennis pavilion; ii. 14,270 sq. ft. club house contains a golf pro shop, changing rooms, indoor/outdoor dining facilities, offices and storage areas in the one story structure with a basement; b. Approved: L Addition on the south and west sides at approximately 5,000 sq. ft. footprint which will increase the usable area to 24,741 sq. ft. (increase of 10,471 sq. ft.); ii. The addition expands the basement area to include habitable gross floor area and create a walk out basement for a section of the i structure. The existing uses within the club house will remain unchanged but the use areas will expand: the club house will contain a larger golf pro shop, additional showers and changing room area, indoor/outdoor dining and bar facilities and additional office and storage areas. iii. Twenty Eight (28) parking stalls including four (4) ADA; Staff: The Planning Board agreed to waive the parking requirement pursuant to Town Code §280-133(C); specifically, because the Club is located on private road / land (no public streets) and the Club owns a large amount of land immediately adjacent to club; L Sanitary: C10-16-0002 "Country Club" approved 9/22/16 @ 3810gpd b. Site Plan Conditions: 1. Provide a photometric plan compliant with Chapter 172; 2. An alternative onsite wastewater treatment system capable of limiting nitrogen in effluent from the Fishers Island Club's septic system to 19 mg/L or less shall be installed within five (5) years of the issuance of a Certificate of Occupancy for the addition approved herein. This system must be approved by the Suffolk County Department of Health Services (SCDHS). In the event that such a system is not available to be permitted by the SCDHS, the timing of this condition may be extended until such time that it is available. 3. Best Management Practices for water conservation and water quality: a. Use of native, drought-tolerant plants in decorative landscaping; b. No application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1st and April 1St c. Apply only the minimum amount of slow-release and organic fertilizer needed to sustain healthy turf on golf courses, and that fertilizer application rates shall be limited to 3 lbs. of nitrogen/1000 sq. ft. per year, over the golf course as a whole. (Consistent with the Organic Maintenance Plan adopted via Suffolk County Resolution No. 608-1998.) 4. Final Site Inspection / Analysis conducted by Brian Cummings on May 24, 2018; L Additions constructed as approved; 7 ii. Gravel parking areas constructed as approved and four (4) ADA stalls paved and striped as approved with appropriate signage; iii. Exterior lighting: Staff: Nine (9) pole light fixtures constructed as approved; "Construction/installation of six (6) additional pole light fixtures; V: Staff Recommendations 1. Require an "as-built" photometric plan to verify Code compliance of the additional six (6) pole light fixtures; 2. Once a Code compliant photometric plan is provided, all elements of the approved amended site plan have been constructed as designed and it is recommended to support the issuance of a Certificate of Occupancy from the Building Department. J NO. 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LOW PATH+ +oo.o o. oo0.oD.o + + t o.o +o.a +o.o +o.o Do + aDoo + + + + + D + 0 LIGHTING, JUN 5 2018 a, o:o o.o +0.0 +o.o o.0 0.0 +D.o 0.0 0.0 0.0 o.o +o.o o.o o.o o.o o.o o.o o.0 0.0 0.0 0.0 o.o 0.0 o.o +o.o +D.o o.o o.o 0.0 0.0 + TYPICAL Southold Town Planning Board I •. , .1 � R�VISIDN - 06.01.18 0.0 O.O 0.0 +0.0 0.0 o.0 0.0 0.0 0.0 0.0 0.0 +0.0o 0.0 +o.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 0.0 0.0 + ,o • Luminaire Schedule + + + + + + + + + + + + + + + + FIXTURE 0 0.0 0.0 0.�0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 Symbol Label Tag Description CONTROL LLF HEIGHT NOTE: 16 -� Type A BarnLight Electc G-WHS20-PC-G19-100-100-CGG-100-E26-120V PHOTOMETRIC 0 . 800 14 ' -0" forthi project satthis the iteanperty is not to beusedforanyoct and has been other rparp specifically ownethe r owner LST Type B Aurorali ht LPL6-2700-D-TR-C-BLP PHOTOMETRIC 0 . 900 1 ' -5" for thisprojecttt this site to ft heottobcusedforanyotherpulpose,locationorowner + . + .o 0.0 0.0 + .o GE $�� YP g without the written consent of the architect. GgA 13 Type C Bega 2382LED PHOTOMETRIC 0 . 900 4" z CAgT S2 22 p Type AA Bevolo FRENCH QUARTER ON YOKE SWITCHED 0 . 800 71 -1011 PROPOSED RENOVATION/ADDITION FOR: 19 Q Type CC Bevolo COACH HOUSE FLUSH MOUNT SWITCHED 0 . 800 5 ' -11" f 1 0 Type FF Bevolo SIX-SIDED CEILING MOUNT SWITCHED 0 . 900 10 ' -1" FISHERS ISLAND CLUB 1� 4 [} Type HH RAB H101 100PAR38HFL25 deg GE 179 MOTION 0 . 800 11 ' -0" FISHERS ISLAND,NY Y 2 Type GG WAC Lighting WS-w20506-BZ PHOTOMETRIC 0 . 900 1 8 ' -0" DRAWN BY: i 17 MARK P. FINLAY r1vl TL ARCHITECTS, AIA 10/22/15 o •. N . JOB No.: U) 96 OLD POST ROAD, SOUTHPORT, CT 06890 203-254-2388 1502 0 A N DWG NO.: 17) C PHOTOMETRIC BPH- 1 2J PLAN n PHOTOMETRIC PLAN SCALE: 1" =20' KEY PLAN REFER TOTE:DO NSCALEOT WRYITENDIMENSIONS_ ONLY, D ,177�rz � r .. MAILING ADDRESS: L I � , "� �IP�° P.O. Box 1179 DONALD J.WILCENSKI ��w " `� Southold, NY 11971 Chair . OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFETY " 1' 54375 State Route 25 JAMES H.RICH III �" � (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR � ` Southold, NY Telephone: 631 765-1938 www.s outholdt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 4, 2016 Ms. Lisa Poyer Inter-Science Research Associates, Inc. P.O. Box 1201 Southampton, NY 11969 Re: Approval - Amended Site Plan for Fishers Island Club Additions Located at 20449 East Main Road, ±820' s/w/o of East Main Rd. & East End Rd., F.I. SCTM#1000-4-6-9 Zoning District: R-120 Dear Ms. Poyer: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, October 3, 2016: WHEREAS, this Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island; and WHEREAS, on May 2, 2016, Lisa Poyer, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on May 16, 2016, the Planning Board formally accepted the application as complete for review; and WHEREAS, on June 6, 2016, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on June 9, 2016, the Planning Board, pursuant to Southold Town Code §280- 131 C., distributed the application to the required agencies for their comments; and WHEREAS, on June 20, 2016, the Suffolk County Planning Commission (SCPC) reviewed the proposed project and considered it to be an act for local determination as there appears to be no significant county-wide or inter-community impact(s); and Fishers Island Club Page 2 October 2016 WHEREAS, on June 23, 2016, the Fishers Island Fire District determined there was adequate fire protection for the site; and WHEREAS, on July 11, 2016, the Architectural Review Committee reviewed the proposed project and approved it as submitted; and WHEREAS, on July 11, 2016, a public hearing was held and closed; and WHEREAS, on July 19, 2016, the Southold Town Engineer reviewed the proposed application and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on August 4, 2016, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on August 4, 2016, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on August 9, 2016, the New York State Department of Environmental Conservation (NYSDEC) reviewed the proposed project and provided a Letter of Non- jurisdiction; and WHEREAS, on August 9, 2016, the Southold Town Trustees reviewed the proposed project and determined that the construction is out of the Coastal Erosion Hazard Area (CEHA/Chapter 111) and no permit is required but will require an Administrative Wetland Permit for minor activities proposed within 100' of the bluff; and WHEREAS, on August 11, 2016, Lisa Poyer, authorized agent, submitted an Engineering Report and revised Septic Plan for the subject site; and WHEREAS, on August 18, 2016, Lisa Poyer, authorized agent, submitted revised information for review; and WHEREAS, on August 31, 2016, Lisa Poyer, authorized agent, submitted revised Site Plans and additional information for review; and WHEREAS, on September 12, 2016, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on September 19, 2016, the NYSDEC received a complete Notice of Intent (NOI) for proposed construction activities on the subject site for Reference #NYR11 B248; and WHEREAS, on September 21, 2016, the Southold Town Trustees issued an Administrative Work Permit (#8870A) for the subject site; and Fishers Island Club Page 3 October 4, 2016 WHEREAS, on September 22, 2016, the Suffolk County Department of Health Services (SCDHS) granted approval to Reference #C10-16-0002 for a country club @ 3,810 gallons per day; and WHEREAS, on September 29, 2016, the Southold Town Chief Building Inspector reviewed and certified the proposed golf club as a permitted use in the R-120 Zoning District; and WHEREAS, on October 3, 2016, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the Site Plan with three (3) conditions entitled "Fishers Island Club", prepared by CME Associates, dated January 25, 2016 and last revised September 23, 2016, and authorizes the Chairman to endorse the Site Plan. Condition: 1. Provide a Photometric Plan compliant with Chapter 172. 2. An alternative onsite wastewater treatment system capable of limiting nitrogen in effluent from the Fishers Island Club's septic system to 19 mg/L or less shall be installed within five (5) years of the issuance of a Certificate of Occupancy for the addition approved herein. This system must be approved by the Suffolk County Department of Health Services (SCDHS). In the event that such a system is not available to be permitted by the SCDHS, the timing of this condition may be extended until such time that it is available. The condition as set forth herein shall also be detailed in a covenant, a draft of which must be provided to this office within 60 days of the date of this letter, and filed with the Suffolk County Clerk within 30 days of the Planning Board's approval of the draft covenant. 3. Best Management Practices for water conservation and water quality: a. Use of native, drought-tolerant plants in decorative landscaping; b. No application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1st and April 1St; c. Apply only the minimum amount of slow-release and organic fertilizer needed to sustain healthy turf on golf courses and that fertilizer application rates shall be limited to 3 lbs. of nitrogen/1000 sq. ft. per year, over the golf course as a whole. (Consistent with the Organic Maintenance Plan adopted via Suffolk County Resolution No. 608- 1998.) Fishers Island Club Page 4 October 4, 2016 Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. V truly yours, x ,. ,* Donald J. ' ilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. k _ pp ( Print name: �tIT � A lican A ent Date: /OSignature: IT M `Subs, SBC SoulhO IOWn P1ac1oiog Board June 1, 2018 Mr. Brian Cummings, Planner Town of Southold, NY Town Hall Annex Building 54375 Route 25 Southold, NY 11971 RE: Amended Site Lighting Plan Fishers Island Club 20449 East Main Road Fishers Island, NY Dear Mr. Cummings, Enclosed please find an amended site lighting plan for Fishers Island Club that shows footcandle calculations for all exterior and site lighting. There were a total of 7 exterior pole mounted fixtures that were added to the site plan for safety reasons as well a 1 exterior pole mounted fixture that was relocated for a similar reason. These are shown on the drawing within the revision bubbles. All of the new light fixtures match the previously approved light fixture for fixture type, lamp type, light output and mounting height above grade. The footcandle calculations have been updated to reflect the new and relocated fixtures. Based on the attached drawing and the calculations as shown we remain in compliance with Chapter 172 of the Town Code of Southold. yartner BRED ARC w Fdrve Mull g ok ea,* r•u^ t Cc: David Cugini Bruce Kinlin James Bradley "O Stephen Clark 96 OLD POST ROAD, SUITE 200 SOUTHPORT, CT oo8go 1(203)254-23881 (203) 254-1704 1 www,marklinl:ry.crun Sub-C ;zTi )J, t - J r NTE - CENCE ��h � �Z, RESEARCH ASSOCIATES, INC _ ENVIRONMENTAL PLANNING & DEVELOPMENT CONSULTANTSIPpC dt;'J d�,l,gprs RICHARD ERIK WARREN,AICP Presld— April 9, 2018 -via Facsimile- 631-765-1938 -via E-mail- brian.cummings@town.southold.ny.us Donald Wilcenski, Chairman 54375 Main Road PO Box 1179 Southold,NY 11971 RE: Fishers Island Club—Amended Site flanr rlication Situate: 20449 East Main Ror ad, Fishers Island SCTM No. 1000-04-06-09 Dear Chairman Wilcenski: This office was engaged by the Fishers Island Club to assist with securing the necessary permits and approvals to complete the site improvements at the property. Our office assisted with securing the Amended Site Plan for Fishers Island Club Additions which was approved on October 4, 2016 by the Planning Board. The Club has completed the improvements to the clubhouse structure and the site improvements and they are looking to close out the permits/approvals for the project. As such, please view this letter as a formal request for the Planning Department staff to conduct a site inspection at the above referenced property. We understand that the Board must authorize the staff to conduct the inspection. If it is possible, we would like to request for the Board to authorize this inspection at the next work session on April 23, 2018. We would like to request the site inspection to be conducted during the week of April 30, 2018. The Building Department inspector has scheduled his final inspection for the property the week of April 30, 2018. If possible with the staff schedule, it may be prudent for the staff to coordinate the inspection with the Building Department inspectors. Please provide an estimated date and time for the inspection to my office so that I may ensure that someone from the Club is available for access to the site and all areas. If possible, we would like to request that the project be placed on the Planning Board hearing agenda for May 7, 2018 for discussion and potential issuance of completion letter by the Board. POST OFFICE BOX 1201 • 36 NUGENT STREET • SOUTHAMPTON, NEW YORK 11969-1201 • 631-283-5958 • FAX:631-283-5974 If you have additional questions regarding the project in general, do not hesitate to contact this office. 4i11cl- ely, 1.119a floyer Environmental Planner LP:lp LAFishers Island ClublpbTRANinspectionrequest04O92018.docx INTER-50ENCE RESEARCH ASSOCIATES, INC. .......................................................... ENVIRONMENTAL PLANNING & DEVELOPMENT CONSULTANTS RICHARD ERIK WARREN,AICP ) It President 1.1Y "/ December 22, 2016 -o'u"_0�'oud'—To Ruin�nq hwd -via Hand Delivery- Donald Wilcenski, Chairman 54375 Main Road PO Box 1179 Southold,NY 11971 RE: Fishers Island Club—Amended Site Plan Application Situate: 20449 East Main Road, Fishers Island SCTM No. 1000-04-06-09 Dear Chairman Wilcenski: Pursuant to the conditional resolution approved on October 3, 2016, please find one certified copy of the recorded covenant document. I believe this should satisfy the outstanding conditions of the site plan approval. If you have additional questions regarding the project in general, do not hesitate to contact this office. Sine re , �isa Poyer Environmental Planner LP:lp enclosures L:\Fishers Island Club\pbTRANresubmissionl2122016.docx POST OFFICE BOX 1201 36 NUGENT STREET - SOUTHAMPTON, NEW YORK 11969-1201 631-283-5958 • FAX:631-283-5974 .............................................. --- 1111 ...................................................................... CC : C16-52600 u 5, . p W AIF COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 12/22/2016 under Liber D00012893 and Page 730 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 12/22/2016 SUFFOLK COUNTY CLERK JUDITH A.PASCALE SEAL SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 12/22/2016 Number of Pages: 5 At: 09:29:26 AM Receipt Number : 16-0203437 LIBER: D00012893 PAGE : 730 District: Section: Block: Lot: 1000 004 . 00 06.00 009. 000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $25 .00 NO Handling $20 . 00 NO COE $5. 00 NO NYS SRCHG $15 .00 NO TP-584 $0 .00 NO Notation $0 .00 NO Cert.Copies $5 .20 NO RPT $200 . 00 NO Fees Paid $270 .20 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County Number of pages record. �Please rernove Al Deed/Mortgage Instrument Deed Mortgage Tax Stamp Recording Filing Stamps 31- FEES Page/Filing Fee Mortgage Amt. 1.Basic Tax Handling .- 20. 00 2. Additional Tax TP-584 Sub Total EA-52 17(County) Sub Total Spec./Add. Dual Town Dual County R.P.T.S.A. Held for Appointment TransferTax Affidavit Mansion Tax The property covered by this mortgage is CeIZopy or will be improved by a one or two family dwelling only. NYS Surcharge 15. 00 Sub Total YES or NO of this instrument. page# 4 1 Dist. 10C 3295396 1000 00400 0600 00g000 5 Community Preservation Fund Real Property T Tax Service R ABA A) 111111111111111111111111111111111111111111111 Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address ]RECORD&RETURN TO: Vacant Land STEPHEN L. HAM, III,ESQ. TD MATTHEWS &HAM TD 38 NUGENT STREET SOUTHAMPTON,NY 11968 TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name 8 Suffolk Coun Recording & Endorsement Page This page forms part ofthe attached DECLARATION made by: (SP[C|FYTYPEOFINSTRUMENT) - FISHERS ISLAND The premises herein issituated in CORPORATIONDEVELOPMENT SUFFOLK COUNTY,NEW YORK. TO |ntheTDVVNof SOUTHOLD |nthe VILLAGE orHAMLET of FISHERS ISLAND BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATIONmade as of the day of Nye ff.b r, 2016 by FISHERS ISLAND DEVELOPMENT , a New York corporation with offices at Oriental Avenue,P.O.Drawer E,Fishers Island,New York 06390, hereinafter referred to as the "DECLARANT". G ECLA NT". WITNESSETH: WHEREAS,the DECLARANT is the owner of certain real property situate at 20449 East Main Road, Fishers Island, Town of Southold, County of Suffolk, State of New York, more particularly bounded and described in Schedule " " annexed hereto (hereinafter referred to as the"Property"); and WHEREAS , the DECLARANT has leased the Property to Fishers Island Club, Inc. (the "Club")and the Club is currently using and operating its country club on the Property; and WHEREAS, the Club,with the consent of the DECLARANT, has made an application to the Planning Board of the Town of Southold for approval of an Amended Site Plan for the proposed addition of 10,471 square feet to expand the existing use areas within the club house and increase the existing 14,270 square-foot Fishers Island Country Club to 24,741 square feet, including the addition of 28 parking stalls and a new sanitary system on the 12.3 acre Property; and WHEREAS by resolution adopted on October 3, 2016, the Planning Board of the Town of Southold approved the aforesaid Amended Site Plan; and WHEREAS, for and in consideration of the granting of said approval of the aforesaid Amended Site Plan and as a condition of granting said approval, the Town of Southold Planning Board has required that this Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS,the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of the Property; THEREFORE, THIS DECLARATION WITNESSETH: That the DECLARANT for the purpose of carrying out the intentions above expressed, does hereby make known, admit, publish, covenant and agree that the Property described shall hereafter be subject to the covenants and restrictions as herein cited, which shall run with the land and shall be binding upon all purchasers and holders of title to the Property and their personal representatives, distributes, successors and assigns,to wit: 1. An alternative onsite wastewater treatment system capable of limiting nitrogen in effluent from the Club's septic system to 19 or less shall be installed within five (5)years of the issuance of the Certificate of Occupancy for the additions approved in the aforesaid Amended Site Plan. 2. Such alternative wastewater treatment system must be approved by the Suffolk County Department of Health Services (SCD S). In the event that such a system is not available to be permitted by the SCDHS within said five-year period, the time frame for installation of the system shall be extended to allow for installation within a reasonable time after such a system shall become available. 3. The DECLARANT, its successors and assigns, shall utilize the Best Management Practices for water conservation and water quality: a. Use of native, drought-tolerant plants in decorative landscaping; b. No application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1St and April I"; c. Apply only the minimum amount of slow-release and organic fertilizer needed to sustain healthy turf on golf courses and that fertilizer application rates shall be limited to 3 lbs. of nitrogen/1000 sq. ft. per year, over the golf course as a whole. (Consistent with the Organic Maintenance Plan adopted via Suffolk County Resolution No. 608-1998.) 4. The within Covenants and Restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, terminated, revoked, or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor, following a public hearing. 5. If any section, subsection,paragraph, clause,phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal,unlawful, invalid, or unconstitutional. 6. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the To of Southold, State of New York, by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and restrictions has occurred, the Declarant shall pay, either directly or by reimbursement to the To all reasonable attorney's fees, court costs and other expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein. The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer oremployee thereof. 7. The within Declaration is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and made a part hereof, as though fully set forth herein. IN WITNESS WHEREOF, the DECLARANT above named has duly executed this Declaration the day and year first above written. FISHERS ISLAND DEVELOPMENT CORPORATION r P. B. Weymouth, III. President DECLARATION I FISHERS ISLAND CLUB,INC. J. Geddes Parsons,President ....�. STATE OF NEW YO1 ss.: COUNTY OF � On the 51kday ofNoye er in the year 2016 before me,the undersigned,personally appeared P. B. Weymouth,III personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrurnent and acknowledged to me that e executed the same in his capacity and that by his signature on the instrument,the individual, or the person upon behalf of which the individual acted, executed the instrument. �® aV6-1f't4 v E s.V„?ti'�xa:da K~�.» C..�r Notary Pulb '�t ��:” N�avr"cry No.ofe`IcR63 516 Qualified in M b Yo k COUrft'y Notary Public, State of New York Certificate Red in New`m-11'c c°'r4 C:'rrratwikw ; STATE OF NEW YOP -s.; COUNTY OF On the S day of 14vttftber in the year 2016 before me, the undersigned, personally appeared J. Geddes Parsons personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacities and that by his signatures on the instrument,the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Public, S', te of New York tMARY of New Ydrq No,31.4 976- Quavied pi,;�� SCHEDULE"A" FISHERS ISLAND DEVELOPMENT CORP. FISHERS ISLAND CLUB SCTM 1000-004-06-09 12-21-2016 A certain tract or parcel of land with the buildings and improvements thereon located on the Southerly side of East Main Road on Fishers Island, in the Town of Southold, County of Suffolk, State of New York, being bounded and described as follows: BEGINNING at a merestone set in the southeasterly line of East Main Road,said merestone being located at the Northeasterly corner of the herein described tract and also located 1612.08 feet South of a point which is 3350.12 feet West of a monument marking the United States Coast and Geodetic Survey Triangulation Station "East End 2" and thence running South 15°53' 50" East 239.64 feet to a point at the high water mark on the shore of Block Island Sound;thence with the meanders of said Sound the following seven courses and distances; (1) South 24°47' 10" West 669.67 feet; (2)South 38°04' 10" West 253.83 feet; (3) North 19°57' 45" West 548.52 feet; (4) North 78'56'50"West 240.94 feet; (5) North 60°47' 50"West 114.87 feet; (6) South 82° 51' 10" West 152.83 feet; (7)South 89'26'49"West 142.13 feet to a point; thence North 01' 29'30" West 200.00 feet to a point in said Southerly line of East Main Road;thence South 42°35' 53" East 60.53 feet to a point;thence Eastwardly,following the arc of a curve to the left having a radius of 301.00 feet and the direction of whose radius at that point is North 40°45' 11" East for a distance of 467.70 feet to a point;thence North 41°43' 32" East 94.38 feet to a point;thence Northeastwardly,following the arc of a curve to the right having a radius of 348.00 feet and the direction of whose radius at that point is South 48° 16' 28" East for a distance of 203.73 feet to a point;thence continuing Northeastwardly,following the arc of another curve to the right having a radius of 973.78 feet and the direction of whose radius at that point is South 14°43' 56" East for a distance of 196.76 feet to a point;thence North 86°50'42" East 46.30 feet to a point;thence Northeastwardly, following the arc of a curve to the left having a radius of 905.00 feet and the direction of whose radius at that point is North 03°09' 18" West for a distance of 188.46 feet to a point;thence North 74°54'49" East 75.02 feet to the merestone at the point of beginning,the last eight lines running along said Southeasterly line of East Main Road. Containing 12.3 acres, more or less. MAILING ADDRESS: PLANNING BOARD MEMBERS so P.O. Box 1179 DONALD J.WILCENSHI ��a Southold, NY 11971 Chair ilk OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY P` 54375 State Route 25 JAMES H.RICH III ��V ) (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR �. OUIY l r Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 6, 2016 Ms. Lisa Poyer Inter-Science Research Associates, Inc. P.O. Box 1201 Southampton, NY 11969 Re: Amend Approval with Conditions-Amended Site Plan for Fishers Island Club Additions Located at 20449 East Main Road, ±820' s/w/o of East Main Rd. & East End Rd., F.I. SCTM#1000-4-6-9 Zoning District: R-120 Dear Ms. Poyer: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, December 5, 2016: WHEREAS, this Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island; and WHEREAS, on May 2, 2016, Lisa Poyer, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on May 16, 2016, the Planning Board formally accepted the application as complete for review; and WHEREAS, on October 3, 2016, the Planning Board approved the Site Plan with three (3) conditions entitled "Fishers Island Club", prepared by CME Associates, dated January 25, 2016 and last revised September 23, 2016, and authorizes the Chairman to endorse the Site Plan. The second condition required the applicant to provide proof of filing a Covenant & Restriction within 30 days of the Planning Board accepting the draft Covenant; the 30 day limit is set to expire January 3, 2017 WHEREAS, on November 16, 2016, Lisa Poyer, authorized agent, submitted a request to extend time sensitive condition requirement; and Fishers Island Club Page 2 December 6, 2016 WHEREAS, at work session on November 21, 2016 the PB granted a 60 day extension to provide proof of filing of the C&R; therefore be it RESOLVED, that the Southold Town Planning Board grants a 60 day extension, from January 3, 2017 to March 3, 2017 regarding the second condition listed in the approval resolution dated October 4, 2016. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. If you have any questions regarding the above, please contact this office. Very truly yours, kb � Donald J. Wilcenski Chairman PLANNING MEMBERS �d MAILING P O. Box 1179 DONALD J.WILCENSKI q ,,G Southold, 11971 a Chair OFFICE WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH IIIl �.P (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR " �r� i�° Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 15, 2016 Ms. Lisa Poyer Inter-Science Research Associates P.O. Box 1201 Southampton, NY 11969 Re: Approved Site Plan for Fishers Island Club Additions 20449 East End Rd. ±820' s/w/o of East Main Rd. & East End Rd., Fishers Island SCTM#1000-4-6-9 Dear Ms. Poyer: I am writing as a follow-up to the Work Session held on November 7, 2016, where the Planning Board reviewed the draft Covenants and Restrictions (C&R's) submitted on October 28, 2016, regarding the above-referenced approved Site Plan. The Board approved the draft as submitted and you may now file the C&R's with the Office of the Suffolk County Clerk. Please provide proof of filing from the Office of the Suffolk County Clerk to this Department. Please, if you have any questions regarding the Site Plan or its process don't hesitate to call this office at (631) 765-1938. Very truly yours, Brian Cummings Planner Southold Town Planning_mBoard Work Session November 7, 2016 - Page 2 Project Name: James Creek Landing SCTM# ( 1000-122-3-1.4 Location: 11950 NYS Route 25, on the west side of NYS Route 25, approximately 280' south of New Suffolk Avenue in Mattituck Description: This is a Standard Subdivision of a split zoned parcel into five lots. Status: Conditional Final Approval Action: ( Review Bond j Attachments: Staff Report Project Name; Fis hers Island Club Add'iti'ons SCT M# 1000-4-6-9 Location: Off East End Road, ±820' s/w/o of East Main Road & East End Road, Fishers Island _ Description: This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District Status: ; Approved Action: Status Update { Attachments. ; Draft C&R's Discussion: ❖ Draft comments to ZBA re: Zachariadis SCTM#s1000-103-5-1 & 4 & 103-5-5, 1775 Little Neck Road, Cutchogue ❖ DEC Boat Ramp Hashamomuck Pond Site Plans (formerly the Old Barge restaurant) • Review draft comments to DEC ❖ Draft 2017 Planning Board Meeting Schedule ❖ Draft Monthly Report for October FISHERS ISLAND DEVELOPMENT CORP. FISHERS ISLAND CLUB SCTM 1000-004-06-09 A certain tract or parcel of land with the buildings and improvements thereon located on the Southerly side of East Main Road on Fishers Island, in the Town of Southold, County of Suffolk, State of New York, being bounded and described as follows: BEGINNING at a merestone set in the southeasterly line of East Main Road,said merestone being located at the Northeasterly corner of the herein described tract and also located 1612.08 feet South of a point which is 3350.12 feet West of a monument marking the United States Coast and Geodetic Survey Triangulation Station "East End 2" and thence running South 15°53' 50" East 239.64 feet to a point at the high water mark on the shore of Block Island Sound; thence with the meanders of said Sound the following six courses and distances; (1) South 24°47' 10" West 669.67 feet; (2)South 38°04' 10"West 253.83 feet; (3) North 19° 57'45" West 548.52 feet; (4) North 78°56' 50" West 240.94 feet; (5) North 60°47' 50" West 114.87 feet; (6)South 82°51' 10" West 152.83 feet;thence North 34°37'49" West 187.16 feet to a point in said Southerly line of East Main Road;thence Eastwardly,following the arc of a curve to the left having a radius of 301.00 feet and the direction of whose radius at that point is North 40°45' 11" East for a distance of 467.70 feet to a point;thence North 41°43' 32" East 94.38 feet to a point;thence Northeastwardly,following the arc of a curve to the right having a radius of 348.00 feet and the direction of whose radius at that point is South 48° 16' 28" East for a distance of 203.73 feet to a point;thence continuing Northeastwardly, following the arc of another curve to the right having a radius of 973.78 feet and the direction of whose radius at that point is South 14°43' 56" East for a distance of 196.76 feet to a point;thence North 86° 50'42" East 46.30 feet to a point;thence Northeastwardly, following the arc of a curve to the left having a radius of 905.00 feet and the direction of whose radius at that point is North 03°09' 18" West for a distance of 188.46 feet to a point;thence North 74° 54'49" East 75.02 feet to the merestone at the point of beginning,the last seven lines running along said Southeasterly line of East Main Road. Containing 11.92 acres, more or less. DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION made as of the day of November, 2016 by FISHERS ISLAND DEVELOPMENT CORPORATION, a New York corporation with offices at Oriental Avenue, P.O. Drawer E, Fishers Island, New York 06390, hereinafter referred to as the "DECLARANT". WITNESSETH: WHEREAS, the DECLARANT is the owner of certain real property situate at 20449 East Main Road, Fishers Island, Town of Southold, County of Suffolk, State of New York, more particularly bounded and described in Schedule "A" annexed hereto (hereinafter referred to as the "Property"); and WHEREAS , the DECLARANT has leased the Property to Fishers Island Club, Inc. (the "Club") and the Club is currently using and operating its country club on the Property; and WHEREAS, the Club, with the consent of the DECLARANT, has made an application to the Planning Board of the Town of Southold for approval of an Amended Site Plan for the proposed addition of 10,471 square feet to expand the existing use areas within the club house and increase the existing 14,270 square-foot Fishers Island Country Club to 24,741 square feet, including the addition of 28 parking stalls and a new sanitary system on the 12.3 acre Property; and WHEREAS by resolution adopted on October 3, 2016, the Planning Board of the Town of Southold approved the aforesaid Amended Site Plan; and WHEREAS, for and in consideration of the granting of said approval of the aforesaid Amended Site Plan and as a condition of granting said approval, the Town of Southold Planning Board has required that this Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS, the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of the Property; NOW, THEREFORE, THIS DECLARATION WITNESSETH: That the DECLARANT for the purpose of carrying out the intentions above expressed, does hereby make known, admit, publish, covenant and agree that the Property described shall hereafter be subject to the covenants and restrictions as herein cited, which shall run with the land and shall be binding upon all purchasers and holders of title to the Property and their personal representatives, distributes, successors and assigns, to wit: 1. An alternative onsite wastewater treatment system capable of limiting nitrogen in effluent from the Club's septic system to 19 mg/L or less shall be installed within five (5) years of the issuance of the Certificate of Occupancy for the additions approved in the aforesaid Amended Site Plan. 2. Such alternative wastewater treatment system must be approved by the Suffolk County Department of Health Services (SCDHS). In the event that such a system is not available to be permitted by the SCDHS within said five-year period, the time frame for installation of the system shall be extended to allow for installation within a reasonable time after such a system shall become available. 3. The DECLARANT, its successors and assigns, shall utilize the Best Management Practices for water conservation and water quality: a. Use of native, drought-tolerant plants in decorative landscaping; b. No application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1St and April 1St; c. Apply only the minimum amount of slow-release and organic fertilizer needed to sustain healthy turf on golf courses and that fertilizer application rates shall be limited to 3 lbs. of nitrogen/1000 sq. ft. per year, over the golf course as a whole. (Consistent with the Organic Maintenance Plan adopted via Suffolk County Resolution No. 608-1998.) 4. The within Covenants and Restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, terminated, revoked, or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor, following a public hearing. 5. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. 6. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and restrictions has occurred, the Declarant shall pay, either directly or by reimbursement to the Town all reasonable attorney's fees, court costs and other expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein. The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. 7. The within Declaration is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and made a part hereof, as though fully set forth herein. IN WITNESS WHEREOF, the DECLARANT above named has duly executed this Declaration the day and year first above written. FISHERS ISLAND DEVELOPMENT CORPORATION fl y........ 1 ............. ....._. P. B. Weymouth, III. President DECLARATION AFFIRMED FISHERS ISLAND CLUB, INC. By J. Geddes Parsons, President STATE OF NEW YORK ) ss.. COUNTY OF On the day of November in the year 2016 before me, the undersigned, personally appeared P. B. Weymouth, III personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Public, State of New York STATE OF NEW YORK ) ss.: COUNTY OF ) On the day of November in the year 2016 before me, the undersigned, personally appeared J. Geddes Parsons personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacities and that by his signatures on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Public, State of New York Southold Town Planninq Board Work Session – October 3 2016 - Page 2 .......�......................._� Project name: Cutchogue Business Center S11 CT11 M#: 1000-83-3-4.6 Subdivision Location: 12820 Oregon Road, Cutchogue Description: This proposal is a Standard Subdivision of a 6.10 acre parcel into five lots where Lot 1 equals 1.29 acres, Lot 2 equals 0.92 acres, Lot 3 equals 1.47 acres, Lot 4 equals 0.92 acres, and Lot 5 equals 1.06 acres, located J.nlt,he LI Zoning District. Status: Approved Action: Review Bond Reduction, Attachments: Staff Report Projectect Name, Fish-ers I Is 11 la 11 nb Additions SCTM # 1 000 4-6-9 Location—, Off Eat EndRoad, + s/w/o of East Main Road & East End Road, Fishers Island Description: This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District. Status: Pending ....... Action. Status Update Attachments: Staff Report z Project Name: I McCall Wine Production Facility SCTM#: ; 1000-109-1-38 Location: 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS R11 oute 25, j Cutchogue Description This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acres of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public. f nding Status: P.e, .... _ Action. Status Update Attachments: Staff Report Project Name: Hazard, David & Barbara SCTM#: 1000-103-2-1 Location: 1465 Harbor Lane, Cutchogue Description: This proposal is for a Standard Subdivision of a 5.14 acre parcel into two lots where Lot 1 = 2.47 acres inclusive of 0.03 acres of wetlands and Lot 2 = 2.67 acres inclusive of 0.08 acres of wetlands located in the R-80 Zoning District. Status; Pending Action: Review comments to ZBA and submitted documents. Attachments: Staff Report; draft comments to ZBA Southold Planning Department Staff Report Site Plan Application Work Session — Status Update Date October 3, 2016 Prepared By: Brian Cummings I. Application Information Project Title: Fishers Island Club Additions Applicant: Fishers Island Development Corporations Date of Submission: May 2, 2016 Tax Map Number: 4.-6-9 Project Location: 20449 East End Road Hamlet: Fishers Island Zoning District: R-120 II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ± 12.3 acres Building Size 14,270sf This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island. III: Analysis 1. Existing: a. Approved 2004 site plan for construction of a tennis pavilion; b. 14,270sf club house contains a golf pro shop, changing rooms, indoor/outdoor dining facilities, offices and storage areas in the one story structure with a basement; 2. Proposed: a. Addition on the south and west sides at approximately 5,OOOsf footprint which will increase the usable area to 24,741 sf (increase of 10,471 sf); b. The proposed addition will expand the basement area to include habitable gross floor area and create a walk out basement for a section of the structure. The existing uses within the club house will remain unchanged but the use areas will expand: the club house will contain a larger golf pro 1 shop, additional showers and changing room area, indoor/outdoor dining and bar facilities and additional office and storage areas. 3. With reference to the Planning Board letter dated August 10, 2016: a. Provide proof of submission and review from the NYS Department of Environmental Conservation (DEC) for the natural heritage of the project site. For your convenience, "Request Natural Heritage Data" information has been attached to this letter. All comments from the DEC must be submitted to the Planning Board for review and approval: Submitted: yes, dated September 21, 2016 b. Provide a Photometric Plan pursuant to §172 of the Town Code for the project site that includes the items listed below: Submitted: yes but not complete, the photometric plan has been provided showing foot candle values greater than the Code maximum of 5.Ofc; however, the overall amount of proposed fixtures have been decreased as recommended. As a condition to site plan approval, require that the photometric plan be made compliant with §172; c. Obtain approval from the SCDHS for the proposed site and provide a print of the approved plan to this department, including the seal stamp and signature of the SCDHS. Submitted: yes, reference #C10-16-0002 for a Country Club @ 3810gpd V: Staff Recommendations It is recommended that all site plan requirements listed in §280-133 of the Town Code have been met and that the above referenced site plan application be scheduled for determination by the Planning Board at tonight's public meeting with the following conditions: 1. Provide a photometric plan compliant with Chapter 172; 2. An alternative onsite wastewater treatment system capable of limiting nitrogen in effluent from the Fishers Island Club's septic system to 19 mg/L or less shall be installed within five (5) years of the issuance of a Certificate of Occupancy for the addition approved herein. This system must be approved by the Suffolk County Department of Health Services (SCDHS). In the event that such a system is not available to be permitted by the SCDHS, the timing of this condition may be extended until such time that it is available. 2 3. Best Management Practices for water conservation and water quality: a. Use of native, drought-tolerant plants in decorative landscaping; b. No application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1st and April 1St c. Apply only the minimum amount of slow-release and organic fertilizer needed to sustain healthy turf on golf courses, and that fertilizer application rates shall be limited to 3 lbs. of nitrogen/1000 sq. ft. per year, over the golf course as a whole. (Consistent with the Organic Maintenance Plan adopted via Suffolk County Resolution No. 608-1998.) 3 INTER5- CIENCE RESEARCH ASSOCIATES, INC,-via Hand . Delivery- DonaldENVIRONMENTAL PLANNING & DEVELOPMENT CONSULTANTS IV' U RICHARD ERIK WARREN.AICP PresidenE September 27, 2016 Southbld Town Plar�njnq Board The applicant appreciates the Town Planning Board and Planning Staff's assistance with the prompt review of the application during this amended site plan application. If you have additional questions regarding the enclosed materials or the overall project in general, do not hesitate to contact this office. Thank you. Sim, I-cl Usa Poyer Environmental Planner LP:lp enclosures LARshers Island Club\pbTRANresubmission09272016,doex INTEIR50ENCE m. Will the proposed action produce noise that will exceed existing ambient noise levels awing construction, ElIYesONo operation,or both? If yes: i. Provide details including sources,time of day and duration: ............. ...................................... ........... ........................................ ......... ii, Will proposed action remove existing natural barriers that could act as a noise barrier or screen? OYcsONo ..... .... -------- ................ ....................................... ---------------------------............. ...... -----,-----------------------------........................... ... ... ....... n.. Will the proposed action have outdoor lighting? JZ]Yes No I I.,yes: i Describe source(s), location(s), height of fixture(s),direction/aim,and proximity to nearest occupied Structures: Prqpqse(,i,pp°rking and_pqjh.lighting nie'll g_q�jrksWes regulations.for,the liqN.fixtures and Ji ht p out Lit ------ ............ ..... ----- .............. ii. Will proposed action remove existing natural barriers that Could act as a light barrier or screen? Yes No Describe: ------------------------------------------- —------------ . ... ...... o. Does the proposed action have the potential to produce odors for more than one hour per day? Yes No I IF Yes, describe possible sources, potential frequency and duration of odor emissions,and proximity to nearest Occupied structures: ........- -------------------- ----- ----------------------- .............................................. ............. ............................ ---------..... --------...................... .............................. p. Will the proposed action include any bulk storage of petroleum (combined capacity of over 1,100 gallons) E1YesONo or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i Product(S)to be stored Existing above ground 1000 gallon oil tank to heat the buidling. ii Volume(s) per unit t time (e.g., month,year) iii Generally describe proposed storage facilities: ........ .. . .................. ... q. Will the proposed action(commercial, industrial and recreational projects only) use pesticides(i.e.,herbicides, 0 Yes No insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): ,5ta,,,ndardlappjic,align,on a.golf-course. None as,�,ociated,with,,t.h-.e.--e.XpAgsion of the club h,o-u..s..e--,--.. .................... ............. —-- --------- ................................ ......................... ............. ..........—------- h. Will the pro 0 Yes ONO r. Will the proposed action (commercial or industrial projects only) involve or require the management or disposal 0 Yes E1No of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: tons per . .......... 12 (unit of time) • Operation tons per (unit of time) ii. Describe any proposals for on-site minimization, recycling or reuse of materials to avoid disposal as solid waste: • Construction:The construction debhs will be sorted for recycling and removal to CTat a previously apprqyqqyp!p�nd rercycfinqJaqi1_i.ty:____ .......... ...... .. ........—------------- .................................... ................................. ... -------- ................................ • Operation The construction debris will be sorted for recycling and removal to CT at a,prpyious[y approved uptqqd�,!p ,qycflng facility,, --- .............. -- - ------ - iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction: Removal to CT and thepreviously_,ppproved upland,disposal racjMy forFishers Island, .............. ................... ----------- ............ ................. ............... • Operation! the o Remval to CT and previouslyapp�ovecl upland for ishers Island, ................ ---------- F ........ ... .......... ..... ............... .. ................... --------- ............ ....... ........ ..................... ...... .... .—-----------...... Page 8 of 13 „John M. Bredemeyer III, President � � � � Town Hall Annex Michael J.Domino,Vice-President w ” 64375 Route 25 Glenn GoldsmithP.O.Box 1179 Southold,New York 11971 A.Nicholas Krupaki Telephone(631) 765-1892 Charles J. Sanders � m Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8870A Date of Receipt of Application: August 22, 2016 Applicant: Fishers Island Development Corp., c/o Fishers Island Club SCTM#: 1000-4-6-9 Project Location: 20449 East Main Road, Fishers Island Date of Resolution/Issuance: September 21, 2016 Date of Expiration: September 21, 2018 Reviewed by: Board of Trustees Project Description: Demolish a portion of the existing clubhouse, construct additions to the remaining portion of the club house, and make renovations to the remaining portion of the club house; install a new sanitary system; re-grade and install a new parking area. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by CME Associates Engineering, Land Surveying & Architecture, PLLC, dated January 25, 2016, and stamped approved on September 21, 2016, Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. John M. Bredemeyer, III President..Board of Trustees NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water, Bureau of Permits 625 Broadway,Albany,New York 12233.3505 R(518)402-81111 F:(510)402-9029 V www.dec,ny gov 9/13/2016 Fishers Island Develpment Company Patricia Schiestl PO Box 605 Fishers Island, NY 06390 Re ACKNOWLEDGMENT of NOTICE of INTENT for Coverage Under SPDES General Permit for Storm Water Discharges from CONSTRUCTION ACTIVITY General Permit No. GP-0-15-002 Dear Prospective Permittee: This is to acknowledge that the New York State Department of Environmental Conservation (Department) has received a complete Notice of Intent(NOI) for coverage under General Permit No. GP-0-15-002 for the construction activities located at: Fishers Island Club East End Road Fishers Island, NY 06390 County: SUFFOLK Pursuant to Environmental Conservation Law (ECL) Article 17, Titles 7 and 8, ECL Article 70, discharges In accordance with GP-0-15-002 from the above construction site will be authorized 5 business days from 0911312016, which is the date we received your final NOI, unless notified differently by the Department. The permit identification number for this site is: NYR1113248. Be sure to include this permit identification number on any forms or correspondence you send us. When coverage under the permit is no longer needed, you must submit a Notice of Termination to the Department. This authorization is conditioned upon the following: 1. The information submitted in the NOI received by the Department on 09/1312016 is accurate and complete. 2. You have developed a Storm Water Pollution Prevention Plan (SWPPP) that complies with GP-0-15-002 which must be Implemented as the first element of construction at the above-noted construction site. 3. Activities related tote above construction site comply with all other requirements of GP-0-1 5- 002, �:_�NMV YORA Departmental -2- 4. Payment of the annual regulatory a which is billedseparately Department in the late fall. The regulatory fee covers a periodn r. In addition, ipermittees Initialassessed an r idisturbed $675 per acre of future Impervious ® The initial duration of the authorized disturbance. 5. When applicable, project review r to the StateEnvironmental Quality Reviewc (SEQRA) has been satisifed. 6. You have obtainedc isubject to the Uniformc c ( ). You should check with your Regional Permit Administratorfor further information. Construction iiies cannot commence until project review Lsatisfied,has been i required, all necessary Department i obtained. Please vise request copy of your SWPPP for review. Should v questions regarding any aspec it tspecified i GP-0-1 - 002, please contact v s t - 1 r the undersignedt ) 402-8109. Sincerely, Toni Cioffi Environmental Program Specialist 1 RULE;PLEASE NOTE: EPA HAS FINALIZED THE eREPORTING 7 IN THE NEAR FUTURE, ALL NOls WILL HAVE TO BE SUBMITTED ELECTRONICALLY. BY FILING AN NOI ELECTRONICALLY, A PROJECT CAN TYPICALLY GAIN COVERAGE IN 5 BUSINESS DAYS COMPARED TO 10 BUSINESS DAYS FOR THE PAPER NOL INFORMATION ON THE eNOI CAN BE FOUND ON OUR WEBSITE AT: http://www.dec.ny.gov/chamical/43133.htmi UN "FORMS." SWPPP rr CME Associates i , Land Surveying,& Arch Richard 32 Crabtree Woodstock, CT 06281 Fishers Island Club — Fishers Island, New York Proposed Reconstruction and Renovation of Existing Main Clubhouse Facility Construction Project Transportation and Logistics Information Prepared September 22, 2016 Pages 1-2 Project Location: Fishers Island Club, East End Road, Fishers Island, NY 06390. Project Description: Selective demolition of the existing main clubhouse building, renovation and reconstruction of a new clubhouse at the same location. Main kitchen wing and small dining room to remain. Existing building area: 14,270 sqft New building area: 23,070 sqft. Project Schedule: Scheduled start date: October 2016. Scheduled completion date: March 2018. Project Logistics: The project will be supported almost entirely from the Connecticut mainland. All demolition and construction debris will be transported by container truck from the project site to the ferry terminal at Fishers Island and then to New London by ferry. Masonry and concrete from demolition will be recycled on site. Demolition debris will be segregated when shipped to allow for recycling. New construction materials will be transported by truck from various locations on the mainland to the ferry terminal at New London and by ferry to Fishers Island and then to the project work site. Project logistics assume planning and coordination to efficiently transport and stockpile materials on site and off-site staging area to minimize number of truck trips supporting the project. Project labor will be transported from Noank Connecticut to the project site by chartered crew boat. Construction personnel vehicles will remain on Connecticut mainland. There will be a very limited number of labor related small trucks on site. Certain portions of the work may be completed by Fishers Island contractors. Projected Construction Related Traffic: Demolition Phase: Scheduled for November 2016: 18 Container trucks utilizing the ferry. It is anticipated that there will be 18 truck round trips over a period of six weeks resulting in 3 truck round trips per week. There will be 10-14 construction personnel on site daily. Daily round trip transport for construction personnel will be by crew boat. Foundation, rough framing and initial site work phase: Scheduled for December 2016 — March 2017. Estimated materials transport: Approximately 15 loads of timber framing, approximately 20 loads of concrete and masonry, 1 approximately 10 loads of precast sanitary components and piping and approximately 10 loads of steel products. It is estimated that approximately 50% of the truck loads will be via ferry and 50% of the truck loads on-island from the construction materials staging area on the west end of the island to the job site. The resulting truck traffic impact over the estimated 17 week period is an average of 1 to 2 truck round trips per week on-island and an average of 1 to 2 truck round trips per week on the ferry. There will be 10-14 construction personnel on site daily. Daily round trip transport for construction personnel will be by crew boat. Roofing, building enclosure, ongoing site work, interior framing, electrical and mechanical phase: Scheduled for April 2017 — mid September 2017: Approximately 85 loads of construction related materials. It is estimated that approximately 50% of the truck loads will be via ferry and 50% on-island from the construction materials staging area at the west end of the island to the job site. The resulting truck traffic impact over the estimated 25 week period is an average of 2-3 truck round trips per week on-island and 2-3 round trips per week on the ferry. There will be10-22 construction personnel on site daily. Daily round trip transport for construction personnel will be by crew boat. Building interior completion and site completion phase: Scheduled for Mid September 2017 — March 2018: Approximately 20 loads of construction related materials and equipment and an estimated 5 container loads of construction debris. It is currently estimated that approximately 100% of the truck loads will be via ferry and will travel on-island to and from the construction job site. The resulting truck traffic over the 25-week period is an average of 1 round trip truck load per week. There will be 12-14 construction personnel on site daily. Daily round trip transport for construction personnel will be by crew boat. Heavy Equipment: In addition to the construction related traffic as described above the project will require 3-5 pieces of heavy construction equipment. This equipment will be transported by ferry from the mainland and will then be transported directly to the project job site where it will remain until no longer required. The heavy construction equipment return trip will be by ferry from Fishers Island to New London. Any required transport permits will be obtained. Coordination of construction project related transportation will be closely planned and coordinated with Fishers Island Development Corporation (FIDCO) and the Fishers Island Ferry District. 2 MAILING ADDRESS: 1179 PLANDONALD NING BOARD MEMBERS SouRth ld,oNY 11971 J. KI Chair OFFICE LOCATION: WILLIAM J. CREMERS C Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H. RICH III " (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR 00UV ti Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 4, 2016 OCT 2016 Ms. Lisa Poyer Inter-Science Research Associates, Inc. Blin'DrIG 1)p P.O. Box 1201 TovvN OF Vit"" 1 Southampton, NY 11969 , Re: Approval - Amended Site Plan for Fishers Island Club Additions Located at 20449 East Main Road, ±820' s/w/o of East Main Rd. & East End Rd., F.I. SCTM#1000-4-6-9 Zoning District: R-120 Dear Ms. Poyer: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, October 3, 2016: WHEREAS, this Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island; and WHEREAS, on May 2, 2016, Lisa Poyer, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on May 16,•2016, the Planning Board formally accepted the application as complete for review; and WHEREAS, on June 6, 2016, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on June 9, 2016, the Planning Board, pursuant to Southold Town Code §280- 131 C., distributed the application to the required agencies for their comments; and WHEREAS, on June 20, 2016, the Suffolk County Planning Commission (SCPC) reviewed the proposed project and considered it to be an act for local determination as there appears to be no significant county-wide or inter-community impact(s); and A� K � Town Hall Annex ITelephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 `, i Southold,NY 11971-0959p�, NA I BUILDING DEPARTMENT TOWN OF SOUTHOLD ' { j. � 11) 2016 141mijfig Il oaird MEMORANDUM TO: Donald J. Wilcenski, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: September 29, 2016 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Fishers [sia I'lid Club Location: 20449 East End J�oad Fishers Island SCTM# 1000—Section 047 Block 06—Lot 09 Date: January 25, 2016 Revised Date: August 15, 2016 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 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 Golf Club IS A PERMITTED USE BY SPECIAL EXCEPTION IN THIS R-120 DISTRICT AND IS SO CERTIFIED. e2-1 hael J. Vctlt Chief Building Inspector a S: I s � SO � .. P.O. Box 1178 DONALD J.WILCENSKI Southold, NY 11971 Chair OFFICE LOCATION: ILLI J.CREME Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III ':" (Cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR " " Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 13, 2016 Ms. Lisa Poyer Inter-Science Research Associates, Inc. P.O. Box 1201 Southampton, NY 11969 Re: SEAR Determination: Site Plan for Fishers Island Club Additions Located at 20449 East Main Rd., ±820' s/w/o of East Main Rd. & East End Rd., F.I. SCTM#1000-4-6-9 Zoning District: R-120 Dear Ms. Poyer: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, September 12, 2016: WHEREAS, this Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore RESOLVED, that the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration. Enclosed is a copy of the Negative Declaration for your records. Fishers Islana Club Additions — September 13, 20 o - Page Two If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, H. games H. Lich III Vice-Chairman Encls.. rMAILING ADDRESS: O& P.O. Box 1179 PLANNING BOARD MEMBERSDONALD J.WILCENSxr;a Southold, 11971 KI ChairOFFICE LOCATION: ; WILLIAM J.CREMERSTown Hall Annex PIERCE RAFFERTY ell, ijZF 54375 State Route 25 JAMES H.RICH III a ,✓ (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR " �.f Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance September 12, 2016 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: Fishers Island Club Additions SCTM#: 1000-4-6-9 Location: ±820' s/w/o East Main Road & East End Road, Fishers Island SEAR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of the Action: This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island. The Full Environmental Assessment Form has been submitted and reviewed and the following concerns and issues relating to the proposed subdivision are as follows: 1 Impact Assessment: The following supplements have been submitted: 1. Full Environmental Assessment Form 2. Local Waterfront Revitalization Program Consistency Assessment Form 3. August 16, 2016 letter from Fishers Island Club, Inc. 4. August 17, 2016 letter from CME Associates Engineering, Land Surveying & Architecture, PLLC 5. August 17, 2016 letter from Inter-Science Research Associates Impacts on Land: The proposed action is located within the Residential 120 Zoning District. The purpose of the zoning district is as follows: The purpose of the Agricultural-Conservation (A-C) District and the Low-Density Residential R-80, R-120, R-200 and R-400 Districts is to reasonably control and, to the extent possible, prevent the unnecessary loss of those currently open lands within the Town containing large and contiguous areas of Prime Agricultural Soils which are the basis for a significant portion of the Town's economy and those areas with sensitive environmental features, including aquifer recharge areas and bluffs. In addition, these areas provide the open rural environment so highly valued by year-round residents and those persons who support the Town of Southold's recreation, resort and second-home economy. The economic, social and aesthetic benefits which can be obtained for all citizens by limiting loss of such areas are well documented and have inspired a host of governmental programs designed, with varying degrees of success, to achieve this result. For its part, the Town is expending large sums of money to protect existing farm acreage. At the same time, the Town has an obligation to exercise its authority to reasonably regulate the subdivision and development of this land to further the same purposes while honoring the legitimate interests of farmers and other farmland owners. A private club house is a Special Exception use in the R-120 Zoning District subject to the following: M Beach clubs, tennis clubs, country clubs, golf clubs, and annual membership clubs and accessory playgrounds, beaches, swimming pools, tennis courts, recreational buildings and maintenance buildings catering exclusively to members and their guests, subject to the following requirements: (a) No building or part thereof or any parking or loading area shall be located within 100 feet of any street line or within 50 feet of any lot line. (b) The total area covered by principal and accessory buildings shall not exceed 20% of the area of the lot. (c) No such use shall occupy a lot with an area of less than three acres. 2 In this zone, one use is permitted per 120,000 square feet. A total of three acres is required for a proposed private membership club. The proposed building will occupy 3.1 acres of 12.30 acres of the total parcel. The Gross Floor Area of the expansion equals 10,471 square feet. Due to pre-existing development of the site, the impacts on land will be low. Impact on Geologic Features: None Impact on Community Services: The proposed action is located in the Fishers Island Fire District and the New York State Police jurisdictional area. Adequate fire department coverage has been indicated via a letter from the Fishers Island Fire Department, dated June 16, 2016. State Police coverage is expected to be sufficient. The proposed action will not impact the Fishers Island School District; therefore, no adverse impacts to the school district would result from the action. Impact on Ground Water and Surface Waters: Fishers Island water supply is dependent upon a sole source aquifer and 22 miles of water mains, an equalization reservoir, a surface water treatment plant, a ground water treatment facility, a well field and three surface water reservoirs: Barlow Pond, Middle Farm Pond and Treasure Pond. The numerous ponds on Fishers Island serve as the primary catchment and recharge areas for the islands aquifer. The hydrology of Fishers Island differs substantially from other portions of the Town of Southold. Due to its hilly topography, most of the precipitation that falls on Fishers Island flows to one of the numerous fresh water ponds or directly to the coastal shoreline. According to the Hydrogeologic Report Conducted on Fishers Island, New York (Groundwater, Inc., April 1990), ground water recharge on Fishers Island is estimated to be approximately 709 million gallons per year. The water supply, treatment, distribution and storage facilities for Fishers Island are owned and operated by the Fishers Island Water Works, a subsidiary of the Fishers Island Development Corporation (FIDCO). The FIDCO Water Supply System, originally constructed in the early 1900's, services approximately 624+ customers. The area of the project proposed is not a primary water conservation area and not included in the water source supply area (currently). Note that the area where the project is proposed is a secondary water conservation area as established by the SCDOH. The water supply to single family residences is still under investigation. There are several homes on the east end of the island still using private wells and FIDCO is seeking information on the wells. Recently, the island has been experiencing ground water capacity issues. The wellheads on the island are diminishing in capacity and now approximately 60% of the potable water is 3 sourced from surface waters (2016 summer supply only). A new water source will need to be found in the future. The east end of the island has not been ruled out as a potential future potable ground water source. Amended sanitary flow calculations have been submitted by the applicant's agent (August 11, 2016). A total of 7,170 gpd of liquid sanitary waste will be generated from this proposal. SCDHS standards require treatment of nitrogen to 10mg/L or less from on-site waste water systems, however, cumulative impacts from on-site waste water systems have been identified as adversely affecting ground and ultimately, surface waters. No residential density is proposed on site. The applicant has proposed to dispose of sanitary waste using a conventional, existing system and installing an additional 13 leaching pools, to total 32. In 1978, the Long Island Regional Planning Board published the Long Island Comprehensive Waste Treatment Management Plan (208 Study). The 208 Study identified eight (8) hydrogeologic zones in Nassau and Suffolk Counties. These zones were distinguished based upon differences in underlying ground water flow patterns and water quality. The subject site is located within SCDHS Ground Water Management Zone IV, which according to Article 6 of the Suffolk County Sanitary Code, has an allowable flow of 600 gallons per day (gpd) per acre in areas served by public water. The sanitary design flow is computed as follows for the action: Total area size 17.5 acres x 600_qpd= 10,500_qpd Proposed gpd for the use a uals = 7,170 qpd AMENDED letter dated 8.17.16 7,170 ppd less than the allowable flow of 10,500_qpd meets Article VI regulations Water supply is currently provided to the site from an 8" service line connected to the Fishers Island Utility Company Public Water System. A Letter of Water Availability, dated 2/3/2016, approved the supply of the additional 3,000 gpd. The letter was provided to the Planning Board on September 12, 2016. The proposed action for gpd sanitary waste generated will conform to allocated gpd as established in Article VI of the Suffolk County Sanitary Code. The Suffolk County Department of Health Services will review, permit and regulate these systems. Grease traps are also proposed. Even though the action conforms to Article VI of the Suffolk County Sanitary Code, nitrogen loading to ground water will increase as a result of the action. The limited potable water supply on Fishers Island requires the implementation of long term management strategies to conserve and protect ground water quality. To address potential impacts to ground and surface water quality, the SCDHS is developing and testing Innovative and Alternative Onsite Waste Water Treatment System(s) to reduce total nitrogen loading proposed over existing Article VI conventional systems. Innovative and Alternative Onsite Waste Water Treatment System(s) are onsite waste water treatment technologies that are accepted by the SCDHS as capable of achieving the total nitrogen concentrations less than conventional onsite waste water treatment systems. The ability to approve these types of systems for use has not been finalized. 4 There are potential moderate, long term and cumulative impacts to ground and surface water quality due to increased nitrogen loading from the expected sanitary waste. Due to the lack of SCDHS approved technologies at this time, it is recommended that the following is included within a covenant and restriction to protect ground water quality: 1. Within five (5) years of the issuance of a Certificate of Occupancy for the new construction, the construction/installation of a Suffolk County Department of Health Services approved Innovative and Alternative Onsite Waste Water Treatment System capable of reducing total nitrogen effluent levels equal to or less than 19 mg/L will be required. A test hole indicates that ground water was encountered at 8' below grade (March, 1999). The permeability of soils is good to very good and no substantial leaching or drainage problems are expected to occur as a result of this action, however, adverse impacts to down gradient surface waters and ground water could result as discussed above. The level of contamination (if any) of ground water quality on-site is currently unknown. The above recommendations would partially mitigate potential future, long-term impacts. Recognizing the problem of nitrogen (nitrates) loading in ground and surface waters, the Suffolk County Legislature established a goal of reducing fertilization in residential areas by 10 to 25 percent, and passed Local Law 41-2007 to reduce nitrogen pollution countywide. The following BMP's are recommended: a. Require the use of native, drought-tolerant plants in landscaping. b. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1St and April 1St c. Apply only the minimum amount of slow-release and organic fertilizer needed to sustain healthy turf on golf courses, and that fertilizer application rates shall be limited to 3 lbs. of nitrogen/1000 sq. ft. per year, over the golf course as a whole. (This is consistent with the Organic Maintenance Plan adopted via Suffolk County Resolution No. 608-1998.) The above water conservation methods are proposed by the applicant in the form of Best Management Practices outlined in Fishers Island Club, Inc. letter dated August 16, 2016. The parcel is located within the Coastal Erosion Hazard Area, however, all proposed work is located outside of the area and no adverse impact would occur. Block Island Sound occurs to the south and east of the parcel. A Chapter 275 Wetlands Permit issued by the Southold Town Board of Trustees would be required for the action. Impact on Flooding and Storm Water: All proposed building additions are located outside of FEMA mapped flood zones. The threat from flooding is low. 5 To control storm water, the action involves the grading of greater than one (1) acre in area coverage and a Part 750 SPEDS Permit as well as a NYSDEC General Permit for Storm Water Discharge from Construction Activity (GP-0-15-002) will be required. Storm water resulting from construction is expected to be controlled on-site pursuant to an approved Storm Water Management Plan pursuant to Chapter 236 of the Southold Town Code. Consequently, the impacts from flooding and storm water are expected to be low. Impact on Air: The impact on air quality is expected to be low. Impact on Agricultural Resources: The parcel is not located within a designated agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304. Impact on Soils: The preservation of Prime Agricultural Soils in Southold has been largely attributed to the continued practice of farming, however, the conversion of Prime Agricultural Soils to residential and, in rare occasions, commercial development results in the perpetual loss of Prime Agricultural Soils. The proposed use will not significantly impact Prime Agricultural Soils on site. Proposed construction (except for the sanitary system) will occur in the ReC and ReB soils groups. The sanitary system occurs in the PIB soils, an area that poses a possible pollution hazard to adjacent water bodies due to rapid permeability (SSSC). PIB soils are identified as a soil of Statewide Importance for agricultural purposes. Dominant soil groups include PIB (location of the sanitary systems) and RdB, ReB, ReC, Du and Bc. Soil limitations include: Soil PFS SSI Soil Sanita L Romesite Limitation PIB Plymouth Loamy Sand - 3-8% Y Slight Slight RdB Riverhead Sandy Loam - 3-8% Y Slight Slight ReB Riverhead Very Stoney Sandy Loam - 3-8% N Slight Slight ReC Riverhead Very Stoney Sandy Loam - 8-15% N Moderate Moderate Du Dune Land Bc Beaches Soils Group RdB is classified as Soil Group 1 through 4 of the NYS Land Classification System, Prime Farmland Soils. PIB is a soil of statewide importance. The RdB soils are improved with structures and the new action will not result in significant removal of the soils. The current sanitary system is located where PIB occurs, therefore, the impact to agriculture soils is expected to be low. Limitations for the area where the building additions are proposed to be located are slight. 6 Consistency with Community Plans: The proposed action is not in significant material conflict with a community's current plans or goals, or the Residential 120 Zoning District, does not impact the future use of the open space as a farm nor significantly impacts Prime Agricultural Soils. The proposed action is located within a community with an adopted Local Waterfront Revitalization Program (LWRP). The Town of Southold adopted a LWRP in 2005. The action was recommended as consistent with the program with recommendations. Impacts on Transportation: The impacts to transportation are expected to be low. Parking will be contained on-site. A total of 28 additional parking spaces are proposed bringing the total to 117. 261 parking spaces are required by Town Code. Large vehicles (excluding delivery vehicles) are not expected to park on-site. Bus service is not avalable to the site. Impacts from Noise and Solid Waste: The impacts from noise are expected to be low. Due to the location of the buildings/recreational facilities, receptors to noise are not located within a distance that would result in moderate to large impacts. Residents would be subject to construction traffic noise temporarily occurring along local roadways as they access the site. The number of construction vehicles and trips per day have not been provided. The Construction Schedule, if proposed, is from 7:00 a.m. to 7:00 p.m., Monday through Saturday, excluding Sundays and holidays. The information regarding the management and disposal of solid waste on Pages 8 of 13 on the FEAF has not been fully completed. An assessment of impacts cannot be conducted until the questions are answered. Impacts on Plants and Animals: Low impacts on plants and animals and associated habitats are expected to occur due to the current development levels and use of the site. The site is currently improved with a main building, out buildings, recreational facilities and parking areas. The proposed development would occur in the already developed area. No development is proposed in the dune and beach areas. The remaining area of the parcel is a maintained golf course. The animal species expected to occupy the site include large mammals (deer), small mammals, reptile and avian species that readily utilize open space, golf course/grassland settings. 7 Impacts on Significant Fish and Wildlife Habitats and Critical Environmental Areas: Fishers Island is a listed Coastal Fish and Wildlife Habitat. The Town of Southold contains twenty-one (21) Significant Coastal Fish and Wildlife Habitats (SCFWH). These habitats are indicative of high ecological value. To designate a SCFWH, the New York State Department of Environmental Conservation (DEC) evaluates the significance of Coastal Fish and Wildlife Habitat Areas, and following a recommendation from the DEC, the Department of State designates and maps the specific areas. A list of the Significant Fish and Wildlife Habitats and their narratives can be found at the New York Department of State website at the following web address: http://www.dos.ny.gov/communitieswaterfronts/consistency/scfwhabitats.html The site is located within a NYSDEC Critical Environmental Area: Fishers Island. The Town of Southold contains twenty-three (23) NYSDEC Critical Environmental Areas (CEA). To be designated as a CEA, an area must have an exceptional or unique character with respect to one or more of the following: • A benefit or threat to human health; • A natural setting (e.g., fish and wildlife habitat, forest and vegetation, open space and areas of important aesthetic or scenic quality); • Agricultural, social, cultural, historic, archaeological, recreational, or educational values; or • An inherent ecological, geological or hydrological sensitivity to change that may be adversely affected by any change. Detailed maps of each of the Critical Environmental Areas and narratives can be accessed at the NYSDEC website at the following web address: http://www.dec.ny.gov/permits/25153.html Due to the current development on site and the extent of the proposed action, impacts to SCFWH and NYSDEC CEA are expected to be low. Impacts to Protected Species: The NYSDEC Environmental Mapper was consulted to determine if threatened or endangered species, animal or plant or the habitat of such a species is expected to occur. The mapper does identify the area as where protected species may occur. The FEAF indicates that no species have been identified to date in the construction area. Due to the existing development on the parcel, the impacts to protected species as a result of the action is expected to be low. As mentioned above, due to the existing development conditions at the site, the use of the area by protected species is expected to be none to low. 8 A Marine Rocky Intertidal Significant Natural Community occurs on site, however, work is not proposed in this area. Impacts on Historic and Archeological Resources: Page 13 of 13 of the FEAF indicates that the area may contain designated or sensitive sites on the New York State Historic Preservation Office (SHPO) Archeological Site Survey. The parcel is not a listed Society for the Preservation of Long Island Antiquities (SPLIA) property. Impacts to known cultural resources are expected to be low. Impacts on Energy: A low impact would result from the consumption of energy. The proposed action will involve the lighting, heating and cooling of a 24,471 square foot building. No alternative energy generation is proposed. Impacts to Human Health: No substantial hazard to human health will occur as a result of this proposed action. The impacts to human health are expected to be low. Impact on Aesthetics: The project is located in one of the most scenic areas on Fishers Island. Based on the position and design of the proposed addition, no to low impacts to aesthetics are expected to occur as a result of this action. The additions are not discordant with surrounding architectural character. The action does not interrupt or disturb a scenic viewshed important to the public. Consistency With Community Character: The impacts to community character are expected to be low. Community character is recognized by the Town as one of the primary resources desired to be protected. However, the Town recognizes that future growth and development will likely bring about changes to the aesthetic character. The character of the community is a mix of commercial, recreational and low density residential uses. The proposed action will cause a change in square footage of a pre-existing use. The proposed project is not at a signifcantly larger scale than currently exists in the area based on aerial photograph observations. The project would introduce, lights, noise (from operation and construction), and traffic to an area, however, the impacts are expected to be low. The proposed lighting for the parking and path will meet Dark Sky Standards. Note that construction is proposed to occur Monday through Saturday, 7:00 a.m. to 7:00 p.m. No construction is proposed for Sunday (Page 7 of 13 of the FEAF). The impacts from construction activites are expected to be low and short-term. 9 Impact on Open Space and Recreation: Impact to Open Space is expected to be low. The property is under private owership and there is no public access to Open Space or recreation. The impact to recreation is also expected to be low. Based on the above, the following mitigation is recommended for consideration: 1. Due to the sensitivity of the aquifer on Fishers Island, there is concern that potential moderate, cumulative impacts to ground water and surface water quality could occur from nitrogen loading. A covenant and restriction requiring a reduction in nitrogen equal to or less than 19 mg/L is recommended. 2. Best Management Practices: a. Require the use of native, drought-tolerant plants in landscaping. b. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1 st and April 1 st. c. Apply only the minimum amount of slow-release and organic fertilizer needed to sustain healthy turf on golf courses, and that fertilizer application rates shall be limited to 3 lbs. of nitrogen/1000 sq. ft. per year over the golf course as a whole. (This is consistent with the Organic Maintenance Plan adopted via Suffolk County Resolution No. 608-1998.) cc: Southold Town Clerk for Town Board Suffolk County Department of Health Services Southold Town Building Department 10 Southold Town Planning Board Work Session — September 12, 2016 - Page 2 Project -11 Name: Hudson City Savings Bank SCTM#: F 1000-122-3-17.1 - ft e/o Bay Avenue, Mattituck Location 11520-11750 Main Road, 508 Description: This Site Plan is for the construction of 2 buildings totaling 13,227 sq. ft. where one proposed two story building is 9,500 sq. ft. of office space and f the other proposed one story building is 3,241 sq. ft. for a bank use with 65 proposed parking spaces on a 1.931 acre split-zoned parcel in the General Business and Residential-40 Zoning Districts. Status Approved Site Plan Action: ... Review comments from Final Site Inspection . I Attachment,, . Staff Report Prosect N 11 a 11 m 11 eFishers Island Club Additions SCTM# 1000-4 6 9 _. Location: Off Island End Road, ±820' s/w/o of East Main Road & East End Road, Fisher Description: This Amended Site Plan is for the proposed addition o p f 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on .. 12.3 acres in the R-120 Zoninq DDistrict. Status Pending ��. m . Action State Environmental Quality Review Staff Report. .m ... Attachments St. Project Name I Hazard, David & Barbara I SCTM# 1000-103-2-1 �. �,. Location: y1465 Harbor Lane, Cutchogue y Description: This proposal is for a Standard Subdivision of a 5.14 acre parcel into two lots where Lot 1 = 2.47 acres inclusive of 0.03 acres of wetlands and Lot 2 = 2.67 acres inclusive of 0.08 acres of wetlands located in the R-80 Zoning District. I Status: New Application ... Action: Review comments to ZBA and for Sketch Plat Application completeness, Attachments: Staff Report, draft comments to ZBA Project Name: j Surrey Lane Vineyard I SCTM# 1000- 69-5-18.1 Location: 46975 Route 25, ±47' e/o South Harbor Road and NYS Rt. 25, Southold ._. Description: This proposed Site Plan is for a 3,610 sq. ft. winery (including a tasting room, retail area, wine production area, case storage and farm stand) with 39 parking stalls (21 landbanked) on a 1.8 acre parcel (SCTM1000- 69-5-18.1) adjacent to ±43.7 acres of farmland (SCTM1000-69-5-18.6; to be merged) with Development Rights held by Suffolk County in the AC Zoning District, Southold. 1 Status; New Application Action: Review for completeness. Attachments: Staff Report Michaelis, Jessica From: Cummings, Brian A. Sent: Friday, September 09, 2016 8:48 AMTo: Michaelis, Jessica Subject: FW: Fishers Island Island Country Club Expansion �G��t:r�k �graR . Rail'b:u*Board -----Original Message----- From: Bredemeyer,John Sent: Friday, September 09, 2016 8:30 AM To: Cummings, Brian A.; Sabatino,Alyxandra K. Cc: Cantrell, Elizabeth Subject: Fishers Island Island Country Club Expansion Hi Aly and Brian, The permit expeditor for the Fishers Island Country Club, Glenn,Just of JMO Consulting, has requested I communicate with you with respect to this projects permit requirements from the Town Trustees. Accordingly, I have reviewed the plans for the project and find that it does not require a Coastal Erosion Hazard Area permit but will require an Administrative Wetland Permit for minor activities that will occur within 100' of the bluff. Thank you for your assistance in this matter. John ADDRESS:MAILING L I S � � � P.O. Box 1179 c Southold, NY 11971 DONALD J.WILCENSKI 5 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY ,� 54375 State Route 25 JAMES H.RICH III " (cor. Main Rd. &Youngs Ave.) RTIN H.SIDOR �`" couw l� Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planner Date: September 1, 2016 Re: Amended Site Plan for Fishers Island Club Additions 20449 East End Road, ±820' s/w/o East Main Rd. & East End Rd., Fishers Island SCTM#1000-4-6-9 The Planning Board has found this Site Plan Application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island. Thank you for your cooperation. Encls: Site Plan Application Site Plan INTERSCIENCE RESEARCH ASSOCIATES, INC. ENVIRONMENTAL PLANNING & DEVELOPMENT CONSULTANTS RICHARD ERIK WARREN,AICP F� President ry E c iL�. EAUG32016 August 31, 2016 Saar NW Towel Planning Board -via Hand Delivery- Donald Wilcenski, Chairman 54375 Main Road PO Box 1179 Southold,NY 11971 RE: Fishers Island Club—Amended Site Plan Application Situate: 20449 East Main Road, Fishers Island SCTM No. 1000-04-06-09 Dear Chairman Wilcenski: In response to the work session discussion held on August 8, 2016 regarding the Fishers Island Club, the following materials have been prepared and submitted for your continued review: 1. Five (5) copies of the complete set of revised plans for the project as prepared by CME Associates Engineering, Land Surveying, & Architecture, PLLC sheets 1 through 9 last dated 08/15/2016 including revisions requested by the SCDHS and revisions reflecting the SWPPP; 2. Two (2) copies of the photometric plan prepared by Mark P. Finlay Architects AIA sheet PH-1 last dated 08/24/2016; and 3. Two (2) copies of the lighting cut sheets and details for the landscaping and building light fixtures as collated by Mark Finlay Architects dated 08/29/2016. The above listed plans and letters have been prepared to address the items listed in the Planning Board letter dated August 10, 2016, regarding number 5. I believe, the previously submitted documents completed the pending SEQRA review process and may allow the Town to issue a SEQRA determination during the September 12, 2016 meeting. As stated previously, the SCDHS will not complete their review and issue a Health Department permit without the Town SEQRA review determination. As such, the applicant is requesting the Town to move forward and complete the SEQRA review for the Planning Board to issue a resolution regarding the SEQRA review. POST OFFICE BOX 1201 - 36 NUGENT STREET • SOUTHAMPTON, NEW YORK 1 1969-1201 • 631-283-5958 • FAX:631-283-5974 The applicant appreciates the Town Planning Board and Planning Staff s assistance with the prompt review of the application during this amended site plan application. If you have additional questions regarding the enclosed materials or the overall project in general, do not hesitate to contact this office. Thank you. Sin re isa Payer Environmental Planner LP:lp enclosures LAFishers Island Club\pbTRANresubmission08312016.docx INTEI-CIENCE FISHERS ISLAND 0 ff°°, ° " CLUBHOUSE FISHERS ISLAND , NEWYORK EXTERIOR LIGHTING CUT SHEETS MARK FIN LAY ARCHITECTS 08. 29 . 16 > co Z H Q OC Ln ; *;i,.1- TYPE: auroraht. CAT.#:LPL6 LPL6 LA JOLLA ' z The LPL6 is compact and versatile. Its small size tucks neatly into planters and allows it to fit proportionately to small pathways and intimate garden areas. Adding a frosted lens will diffuse the light for a softer glow with no shadowing. s" Features include: 152mm • 2.5 Watt LED I • 2700K, 3000K or 4500K Poweretl by • Recommended spacing 10'-18'0.C. CREEL LEDs • Dimmable to<10%typ. • Solid Copper and Brass 17" 431 mm NAT FIXTURE : B 15/6„ FISHERS ISLAND CLUB 41mm PATH LIGHTING MARK FIN LAY ARCHITECTS ORDERING GUIDE LPL6: L(LED) PL(PATH LIGHT)6(INCHES) rte6 INDICATES REQUIRED FIELD 0 •L/��•1 R v.16 i -0- ___0_0 LED PL MOUNT LENS FINISH 92712700K [1/211/2"Male Thread [F]Frosted [NAT]Natural [30]3000K [G/S]Ground Stake [Cl clear [BLP]Bronze Living Patina [45]4500K [D/Sl Deluxe Stake 9" [NI]Nickel PVD [27D]2700K rT/R]Trident Spike(Specify 8"or 12") [30D]3000K IP/8-3]Power Box w/Stake(Inc.60W 120-12V trans.) [45D]4500K [PM4]4"Pedestal Mount [D)=Dimmable [SM3]3 1/4"Surface Mount [SM2]2 1/4"Surface Mount NOTE:See Mount Guide for more options Also available in Halogen.SeePL6 SSL SPECIFICATIONS: Light Source: Cree XP-G2,R3 typ. LED Driver: Integral,Adaptive IC Dimming: TRIAC dimming to<10%Typical•[D] Over-current Protection: Surge Suppression w/Auto Reset Ambient Temperature range: -13 to 140F(-25 to 60C) Over-Temp Protection: Temperature monitoring w/Auto Dim. --- �" i Source Compatibility: Electronic or Magnetic LV. Current Rating: 700me(.7 Amps) LED Life(11-70): 50,000 hours average I Input Voltage: 12V:l:10%AC, Power Factor: >0.90 typ. CRI: 80 typ. + to GIs ns PjR PIH•s PMA Was SW 4�7MG CARLSBAD,CA I PHONE 877 942 1179 1 FAX 760 931 2916 1 E-MAIL SALES@AURORALIGHT.COM I AURORALIGHTCOM Ina continuing product Improvement program,Aurorallghl reserves the right to modify product specifications without notification.®2015 Auroralight,Inc. 2-7-REV-7.0 O / I I f > g o \ cli /( k - `# q $ ¢ 7 7 8 2 x m a m m k § \ \ cc j k \ C k = / -_ ` _ �e ± f § MD E E « _ • §� a c � \\ dƒ § � § u 2: -OD a g m £ ) ° ±0 § k t 8 $Cf) _ ) g o E_ £ 2 f ) O _ E G ® § § ' j ® } § A2 e 2 @ $ \ k $k \ 2 k ƒ - 7 ) §\ ` k 0§/ \= ■ :a @/ t{ 8 o a o S o / o G ■ c ■LL a � S W ^ E j § ƒ ® — / I � O � 0" Q 0 g C . Cl) to k OUJ cc � q w < \ Cl) $ ƒ 0 V , LU k& LU LU k . . C13 { ui -1 2 \ CO N / V Q. V r (D Q _Z $ Q 0 # \ ■ (D Z § d 0 ryo LU —JCb � \ \\ � Q Q � f / m U O ƒ % f or I ucv to r i w a:u%turn tin u i canes u amnai-ri n imar ruin my 1 ,vp�m uyuaw 1 uovuiu%aao a Lamm w uy im y ITR w AA FISHERS ISLAND �ale6lrsht rl 1915 FrenchQuarter@ on Yoke CLUB ELECTRIC NOT GAS SUPPLIED Standard Lantern Sizes Height Width Depth 14.0" 9.25" 9.25" 18.0" 10.5" 10.5" 21.0" 11.5" 11.5" 24.0" 13.25" 13.25" 27.0" 14.5" 14.5" *30.0" 17.25" 17.25" *36.0" 21.25" 21.25" httpl/www.bevolo.com/french-quarter-lights/0n-yoke-6/print 1/2 umiucvw v+vav iuvuaoi tumimvuia-romm rvionmy Ivv +a taw naIwavvev%ama"1W.uwUwION 4/ Coach House® Flush Mount J V 1 1 I I.. I f r Standard Lantern Sizes Height Width Depth 14" 10.25" 7.25" 16" 10.25" 7.25" 1 8.51f 22" 10.25" 7.25" FISHERS ISLAND CLUB CC httplANww.bovdo.com/coach-houselights/flush-mount-11/print 1/1 bf1OLU'lo oix-aiaea s enmy uyrn-ranter rnerury 1%,up n uymb I cmvwu%aeft a am ko uyi iwpy � 1 102 -EVOLO- d/?-/S-- —estrrbli shr Six-Sided Ceiling Light - s `` w r Standard Lantern Sizes Height Width Depth 411 15" 1.3" FISHERS ISLAND CLUB F F httplAvww.bavdo.com/signature-series-lights/six-sided-ceiling-light 374/print 1/1 SCOOP - model: WS-W20506 WAC LIGHTING LED Wall Mount Responsible Lighting® Fixture Type: Catalog Number: Project: Location: FIXTURE : GG FISHERS ISLAND CLUB PRODUCT DESCRIPTION WALL UTILITY LIGHTING With a die cast aluminum housing and etched glass,Scoop provides lasting performance for years to come.It features a patent pending design for a water and dust proof IP66 rated luminaire.Mounts in both upward and downward orientations. MARK FINLAY ARCHITECTS FEATURES SPECIFICATIONS 0g.12.16 • Energy Star'rated Construction:Aluminum with etched glass. • CEC Title 24 Compliant Power:Integral driver In Iuminalre.120V-277V Input. • Mounts Up or Down Light Source:High output LED IP65 Rated,ETL&cETL Wet Location Listed Mounting:Mounts directly tojunction box Die-Cast Aluminum Construction Dimming:0-1 OV Dimming:100%-10% • Universal Voltage Input(120V-277V) ELV Dimming:100%-15%(120V only) • Dimming:ELV(120V)or 0-10V Finish:Brushed Aluminum(AL),Black(BK),Bronze(62),Graphite(GH),White(WT) ADA Compliant Color Temp:3000K CRI:90 Rated Life:70,000 hours Standards: Energy Star"rated,IP65 Rated,ETL&cETL Wet Location Listed, CEC Title 24 Compliant,Dark Sky Friendly. Beam Photometry Voltage Watt Lumens Finish 10" 3%" AL Brushed Aluminum ^T WS-W20506 8ti s BK Black - , 6ieryy5tar. BZ Bronze 5/z" GH Graphite WT White W a Example:WS-W20506-BZ waclighting.com Headquarters/Eastern Distribution Center Central Distribution Center Western Distribution Center Phone(800)526.2588 44 Harbor Park Drive 1600 Distribution Ct 1750 Archibald Avenue Fax (800)526.2585 Port Washington,NY 11050 Lithia Springs,GA 30122 Ontario,CA 91760 WAC Lighting retains the right to modify the design of our products at anytime as part of the company's continuous improvement program. FEB 2015 STL200H FU%B Project: Type: Prepared By: Date: FIXTURE : HH FISHERS ISLAND CLUB SHIELDED FLOOD LIGHTING STEALTH Sensor with twin precision die cast H101 Deluxe Shielded floods pre- MARK F I N LAY ARCHITECTS wired and assembled on universal CU4 cover plate. Color:Bronze Weight:5.0 lbs O8,12.16 Technical Specifications Listings Sensor Characteristics Lens Mask: UL Listing: Time Adjustment: Customized press apply lens mask included to reduce Suitable for wet locations. 5 seconds to 12 minutes. coverage easily Electrical Wide Sensitivity Control: LED Characteristics Power Consumption: Adjustable from 100%to 30%. LED Detection Indicator: 1W Advanced Detection Logic: Shows when sensor is detecting in daytime and glows Surge Protection: Minimizes false triggers. red at night for"on-guard"deterrence. Withstands up to 6000 volts. Detection: Color Matched Lens: Wall Switch Manual Override: 200°view. Dark lens with bronze units,white lens with white units. Two flip logic prevents activation by momentary power Construction Other outages.Override resets to auto at dawn.No extra Temperature Compensation: Photoelectric Control: wiring needed. Deactivates lights during daylight.Fully adjustable for RF Immunity: Sensitivity adjusts automatically for consistent 24 hour operation or custom applications. detection in hot and cold ambient temperatures. Circuits fully shielded for maximum radio frequency Horizontal Lock,No-tool Joints: Warranty: immunity. 10 year sensor warranty. Keeps sensing pattern level for fast,error-free Voltage: installation. Optical 120 volts AC 60 Hertz. Floodlights: Lamp: Switching Capacity: Precision die cast aluminum.1/2"NPS threaded arm Accepts PAR38 lamps,150 watt max.Lamps are not 1000 watts incandescent @ 120 volts,8 amps. with serrated locking swivel fits all standard mounting supplied. boxes and covers. Need help?Tech help line:(888)RAB-1000 Email:sales@rabweb.com Website:www.rabweb.com Page 1 of 2 Copyright©2014 RAB Lighting Inc All Rights Reserved Note:Specifications are subject to change at any time without notice STL200H Dimensions Features 4 5/8„ 77" Temperature compensation 11� 7 cm 17.8 Cm Radio frequency Immunity 6000 volt surge protection O� LED detection&"on guard"Indicator Q �! 551811 I.�i i � Color matched vandal resistant lens and grill 14.3 Cm ' I Protected manual override with auto reset Can be wired In parallel 171/2 44.8 cm Need help?Tech help line:(888)RAB-1000 Email:sales@rabweb.com Website:www.rabweb.com Page 2 of 2 Copyright©2014 RAB Lighting Inc.All Rights Reserved Note:Specifications are subject to change at any time without notice Simple Solutions for Making Your Home Lighting Dark Sky and Neighbor Friendly Floodlights CI)L Fixture type: floodlights using R or PAR lamps, usually mounted on walls or roof eaves, sometimes with motion sensors* Solution 1 aim fixture straight R or PAR 25 —75 W incandescent, 15W downs or less CFL Solution 2 add shield and aim so PAR 25 —75 W incandescent shield opening is horizontal Solution 3: replace with fully A, R, PAR 25 —75 W incandescent shielded fixture 15 W or less CFL Solution 4: replace bulb with R20 25 —75 W incandescent small (R20) reflector 15 W or less CFL bulb. * Always adjust motion sensors so they "see" only areas near your house and don't turn on for branches blowing or pedestrians walking by in the street. This usually means aim them downward as much as possible. t Some fixtures cannot be aimed downward enough to prevent light trespass—these must be replaced. Re-aim, shield or replace fixture Add shield, Replace with fully Replace with fully Aim down aim down shielded fixture shielded fixture Cost $0 Cost: $25 for 2 Cost $40 Cost: $70 Replace with Smaller Bulb that "Hides" in Fixture G40 G25, A, R20 A PAR R20 Cost: <$5 Cost: <$5 Where to buy: www.greenearthlighting.com G1areBuster ($70 fixture above right) is also available at Ace Homco (1763 E Butler Avenue, Flagstaff) To Celebrate,Promote and Protect the Glorious Starry Skies of Northern Arizona Flagstaffdarkskies.org INTER-5CIENCE RESEARCH ASSOCIATES, INC. ENVIRONMENTAL PLANNING & DEVELOPMENT CONSULTANTS RICHARD ERIK WARREN,AICP A U I S 2016 President August 18, 2016 � u�l�tii(N ld Town � Plannh Board -via Hand Delivery- Donald Wilcenski, Chairman 54375 Main Road PO Box 1179 Southold, NY 11971 RE: Fishers Island Club — Amended Site Plan.A Theation Situate: 20449 East Main Road, Fishers Island SCTM No. 1000-04-06-09 Dear Chairman Wilcenski: i In response to the work session discussion held on August 8, 2016 regarding the Fishers Island Club, the following materials have been prepared and submitted for your continued review: i 1. Revised sanitary plans sheets 3, 5 and 6 which reflect the septic design density flow and engineering design revisions in response to the SCDHS pending review, prepared by CME Associates Engineering, Land Surveying, & Architecture, PLLC sheets 3, 5 and 6 last dated 08/01/2016; 2. Report prepared by CME Associates Engineer, Land Surveying & Architecture, PLLC regarding the actual estimated sanitary flow calculations for the property and proposed additions dated August 17, 2016; 3. Letter prepared by Inter-Science Research Associates, Inc. addressing the potential Natural Heritage impacts dated August 17, 2016; and 4. Letter prepared by the Fishers Island Club, Inc. dated August 16, 2016 regarding the Best Management Practice's (BMP) for the golf course property. The above listed plans and letters have been prepared to address the items listed in the Planning Board letter dated August 10, 2016, numbers 1, 2, 3 and 4. The applicant is current working with a lighting engineer to complete the photometric plan and additional requested lighting details. The final plan and materials will be submitted to the Board upon completion. This submission will address item number 5 as stated in the August 10, 2016 Planning Board letter. The submitted documents will also complete the pending SEQRA review process and allow the Town to issue a SEQRA determination. The SCDHS will not complete their review and issue a Health Department permit without the Town SEQRA review determination. As such, the POST OFFICE BOX 1201 - 36 NUGENT STREET • SOUTHAMPTON, NEW YORK 1 1969-1201 • 631-283-5958 • FAX: 631-283-5974 i applicant is requesting the Town to move forward and complete the SEQRA review for the Planning Board to issue a resolution regarding the SEQRA review. The issuance of the SCDHS permit will address item number 6 as stated in the August 10, 2016 Planning Board letter. The applicant appreciates the Town Planning Board and Planning Staffs assistance with the prompt review of the application during this amended site plan application. If you have additional questions regarding the enclosed materials or the overall project in general, do not hesitate to contact this office. Thank you. iI , rely 1 isa Poyer Environmental Planner LP:lp enclosures LAFishers Island Club\pbTRANresubmission08102016.docx INTElk-5CIENCE RESEARCH ASSOCIATES, INC, ENVIRONMENTAL PLANNING & DEVELOPMENT CONSULTANTS RICHARD ERIK WARREN,AICP President August 17, 2016 Mark Terry, Assistant Planning Director Southold Town Hall Annex, Planning Department 54375 Main Road PO Box 1179 Southold,NY 11971 RE: Fishers Island Club—Amended Site Plan Application Situate: 20449 East Main Road, Fishers Island SCTM No. 1000-04-06-09 Dear Mr. Terry: The proposed project includes an approximate 5,000 square foot addition to the existing golf club house. The property was developed approximately 90 years ago as a golf course and club house. Subsequent development of the property has occurred over the years and the site now contains a beach club structure, tennis court and other maintenance buildings supporting the golf club use. The existing club house at 14,270 sq. ft. contains the golf pro shop, changing rooms, indoor/outdoor dining facilities, offices and storage areas in the one story structure (with a basement). The proposed project includes an addition on the south and west sides at approximately 5,000 sq. ft. footprint. The addition will increase the usable area to 24,471 sq. ft. an increase of 10,471 sq. ft. of GFA. The proposed addition will expand the basement area to include habitable GFA and create a walk out basement for a section of the structure. Given the extensive development and historical use on the property, the potential identification of a rare or endangered plant, reptile, bird or mammal on the property within the vicinity of the proposed development activity, is very likely small to none. The proposed addition will occur over top of previously disturbed land that is currently lawn with landscaping and next to the existing club house. The proposed driveway and parking area expansion will occur over top of exiting disturbed land. The proposed sanitary system expansion will occur in an area which currently contains the club house sanitary system. All proposed construction activities will occur significantly landward of an erosion control silt fence and be conducted in areas where were previously disturbed and are currently developed. The overall site development will occur landward of an existing paved driveway which will remain unchanged. POST OFFICE BOX 1201 - 36 NUGENT STREET • SOUTHAMPTON, NEW YORK 11969-1201 • 631-283-5958 • FAX: 631-283-5974 i The proposed construction activities will occur on the landward side of the top of bank or top of bluff. No construction activities will occur along the shoreline or on the seaward side of the top of bank (bluff). Given the prior development and use of the site, the likelihood of finding a rare, endangered or threatened species is reduced. Therefore the applicant feels that a request for natural heritage data from the NYSDEC is not warranted for the current project. As such they are requesting a waiver of the requirement given the above stated site information. Siti crcl , Js��,i foyer Environmental Planner INTER-5CIENCE F1 Club - Amended Site Plan Allp. 1plication August 17,2016 CME Architecture Mark Terry,Assistant Planning Director Engineering Southold Town Hall Annex, Planning Department Planning 54375 Main Road Land Surveying PO Box 1179 Environmental Southold, NY 11971 Services RE: Fishers Island Club....-.uAmended Site Plan Application Situate 20449 Fast.M.ain P,nad Ei9'hers Island SCTM No. 1000-04-06-09 Dear Mr.Terry: This report has been prepared in response to your comments raised during the Planning Board work session on August 8, 2016. During the course of the application review with the Suffolk County Department of Health Services the sanitary flow for the property including the existing and proposed structures and uses on the property has been modified to a lesser total flow than previously calculated. The original total calculated density flow was 8,210 gpd. After initial review and meetings with the SCDHS the revised calculated total density flow for the property is 7,170 gpd,a reduction of 1,040 gpd or 12%reduction. The change in the calculated density flow was reduced due to how the SCDHS categorized areas within the building and on the property. Each use within the building is assigned a specific flow rate. After reviewing the floor plans the SCDHS re-categorized some areas to a less intense flow rate,thereby creatingthe reduction in the overall calculated total density flow rate forthe project. The sanitary system will contain the flow from the club house and the tennis pavilion (previously approved by the Board). The calculated total density flow rate for the property includes the golf course use,tennis court use,main club and beach club uses which combined generate the flow calculation of 7,170 gpd, as depicted on the enclosed plan prepared by CME Associates Engineering, Land Surveying & CME Associates Engineering, Land Surveying,&Architecture, PLLC. 860.928.7848 www.cmeengineering.com 32 Crabtree Lane,PO Box 849,Woodstock,CT 06281 ---- ... Commitment, Meaning& Excellence. In Aub We I11)o„ Architecture, PLLC last dated August 1, 2016. The total flow may be divided into each specific uses as listed in the following table: Table 1. Density Load Calculation Breakdown Use SCDHS Flow Rate m _______________ .. ......�. �� Calculation Total Flow (gpd) .,Golf-120 player 5 gpd/Player 12 ......_ __.._ ..... 0 x 5 600 ........ Tennis-80 players 5 gpd/player 80 x 5 400 Main Club Resta urant-200seats 10 �� gpd/seat 200 x 10 2000 .... ......... __._ m.... . ..... New Seats-50 seats 10 gpd/seat 50 x 10 500 __....... ........ ... .......... Bar Seats 50 seats 10 gpd/seat 50 x 10 500 Outside Dining 50 seats 5 gpd/seat 50 x 5 250 _. ---Retail(Pro Shop)-1,150 sq..ft.. 0.03 gpd/sq.ft. 1,150 x 0.03 35 Storae 4,375 s ft. 0.04 d.�s ..�� g q gpd q,ft. 4,375 x 0.04 175 1, r, �� NMI" Beach Club Outside Dining 200 seats 5 gpd/seat 200 x 5 1000 .w,n.....................__ ______ __________.n_. ........................................ ......... Housing-13 employees 75 gpd/employee 13 x 75 975 _................. ___________ Parking-49 spaces 15 gpd/space J 15 x 49 735 ................... ..... �.m..._n_ ........ Total density load calculation for the property 7,170 The total density load for the sanitary system for the main club use is at 3.460 gpd is 48%of the total flow for the property and all of the uses. The SCDHS total allowable density flow is 10,500 gpd which is based upon the adjusted site area and the ground water management zone with an allowable flow rate of 600 gpd/acre. The adjusted site area is the area of the lots occupied by the Club buildings and tennis courts excluding wetlands,areas seaward of the CEHA line,area below the 100 year base flood elevation, and areas occupied by the maintained portions of the golf holes. 17.5 acres X 600 gpd/acre-10,500 gpd The golf course is open from May 1 to October 31. The food service use within the club house, which will generate the most intense use on the property and sanitary system, is open from Memorial Day to Columbus Day (97 days) with the highest demand time being July and August (62 days). Even during the high demand months,the club limits the daily use of the facility to approximately 120 golfers per day and 80 tennis rnernbers per day. The current total number of members is approximately 450 members. The club self imposes an event attendance to a maximum of 250 members during any event. Therefore the anticipated maximum use on the site is 250 members. z Commitment, Meaning& Excellence. Ilia AIIII We IDo. The SCDHS requires sanitary flow to be categorized based upon maximum use and gross floor area in the building. They do not take into account how the site is actually used but require the maximum potential use of the facilities as such we believethe SCDHS calculation to be an inflated gpd flow. However,in this situation we will utilize the SCDHS calculation for demonstrating that the anticipated yearly flow for the site (given the seasonality of the club use)will meet the Town recommendations for a 60% nitrogen reduction in septic designs. The below table shows the SCDHS calculated density flow forthe property over the course of a year including the calculated year flow,the open season flow and the highest demand flow. Table 2. Total density for the sanitary system ............ .............. � SCDHS Number of Total Density %of the Total Calculated days (gallons/year) Density(gpd) _. .................... ....... ......._.. . ---------------................._ .. SCDHS Design Density 7170 365 2,617,050 �� Total Anticipated Use 7170 97 695,490 26.6% Density (Memorial Day to Labor Days - most intense season) � Tota.l.. Anticipated Use 4460 ........ . 37.... .... .n. ............................ . .....�.. 165,020 6.3% Density for Club, Golf and Tennis (Labor Day to Columbus Day) . ... .._... Anticipated Use Density 600 50 30,000 1.1 (Golf Course Use Only - outside of food service season) Total.............- m. . ,,,,,,,,__. . 890,510 34% (66% reduction) As depicted in the table,the total anticipated flow forthe property for a single year which includes the golf and food service seasons is 890,510 gpd. The reduced flow is due to the seasonality of the private club. The total anticipated flow for the site is 66%less than the calculated potential yearly flow forthe property,which exceeds the 60%reduction recommendation by the Town. The club house use only septic flow is 3,460 gpd as stated in Table 1 over the course of the club house season generates a flow of 463,640 gallons/year (17% of the total year flow for the property). o 3 E Commitment, Meaning& Excellence. In AIIII We IDo„ 3,460 gpd x 134 days in the season=463,640 gallons/year The information contained in Table 1 is shown on the enclosed plans which have been provided to the SCDHS for their review and approval (pending the Town SEQRA determination). Upon receipt of the Town SEQRA determination, the SCDHS will release their permit which will be forwarded to the Town to complete the Planning Board review. Please let me know if the Board has additional questions regarding the information contained in this report orthe overall project details. Very truly you i Richard Strouse,P.E., L.S. Vice President Natural Resource Management r 4 CME Commitment,Meaning&Excellence. �n AH We Dow Planning Board August 16,2016 Southold Town Hall Annex, Planning Department 54375 Main Road P.O. Box 1179 Southold, NY 11971 RE: Golf Course Best Management Practices To whom it may concern, The following are a list of Best Management Practices(BMP)that addresses Nitrogen Loading on the Fishers Island Club Golf Course, 1. No fertilizer applications containing nitrogen, phosphorus, or potassium are to be applied between November 1St and April 1St 2. All Granular Fertilizer applications are to be slow release or organic and are to only be applied as needed to provide healthy turfgrass on the golf course. 3. Total application rates of all fertilizers applied to the golf course are to be 3lbs or less of total N itroge n/1000ft2 per year. 4. No fertilizer application shall be applied to saturated soils or before heavy rain. 5. All fairway and rough clippings are to be returned to the soil and not collected to help reduce the number of fertilizer application required to maintain healthy grass. 6. All over seeding on the golf course will be done exclusively with native drought tolerant species. 7. Regular Irrigation on the Fishers Island Club Golf Course is limited only to Green's,Tee's and Approaches(less than 15%of the total manicured turf). 8. Limited irrigation is available on 7 fairways but is mainly used to flush salts after storm flooding.All fairway turf is encouraged to dry out and go dormant in the summer months. The Fishers Island Club Golf Course is a natural links golf course that meets or exceeds Suffolk County Standards for Best Management Practices for a golf Course. Sincerely, Patricia Schiestl General Manager Fishers Island Club Fishers Island, NY 06390 1-631-788-7225 P. O. Box 605 • Fishers Island, NY 06390 (631 ) 788-7225 Michaelis, Jessica p06)+1L From: Terry, Mark „ Sent: Monday, August 15, 2016 9:04 AM To: Michaelis, Jessica AUG 1 0 1046 Subject: FW: Fishers Island Club Attachments: CMEreport0812O16.pdf, Sheet 06 Septic.pdf SaidoldIbwn Hanflirm Board Please include as mail and file. From: Inter-Science [mai Ito:1nterscience@o tontine. t] Sent: Thursday, August 11, 2016 2:17 PM To: Terry, Mark Cc: Cummings, Brian A. Subject: Fishers Island Club Mark, Attached is the draft engineering report and revised septic plan for the Fishers Island Club. Please let me know if you feel the report addresses the concerns raised in the SEQRA review and I will formally submit the report and revised plan to the Board. Thank you. Lisa Poyer Environmental Planner Inter-Science Research Associates, Inc. Environmental Planning&Development Consultants PO Box 1201•36 Nugent Street Southampton,NY 11969-1201 P:(631)283-5958•F:(631)283-5974 a rro r�s�c r�;r�a�iri�a wgrti wr t tl r as a.,r}er, Confidential E-mail: Please alert sender and delete e-mail if you are not the intended recipient. 1 August 11, 2016 Mark Terry,Assistant Planning Director Southold Town Hall Annex, Planning Department 54375 Main Road PO Box 1179 Southold, NY 11971 RE: Fishers Island Club—Amended Sitc Plan Application Situate: 20449 East Main Road Fishers Island SCTM No. 1000-04-06-09 Dear Mr. Terry: This report has been prepared in response to your comments raised during the Planning Board work session on August 8, 2016. During the course of the application review with the Suffolk County Department of Health Services the sanitary flow for the property including the existing and proposed structures and uses on the property has been modified to a lesser total flow than previously calculated. The original total calculated density flow was 8,210 gpd. After initial review and meetings with the SCDHS the revised calculated total density flow for the property is 7,170 gpd, a reduction of 1,040 gpd or 12% reduction. The change in the calculated density flow was reduced due to how the SCDHS categorized areas within the building and on the property. Each use within the building is assigned a specific flow rate. After reviewing the floor plans the SCDHS re-categorized some areas to a less intense flow rate, thereby creating the reduction in the overall calculated total density flow rate for the project. The sanitary system will contain the flow from the club house and the tennis pavilion (previously approved by the Board). The calculated total density flow rate for the property includes the golf course use, tennis court use, main club and beach club uses which combined generate the flow calculation of 7,170 gpd, as depicted on the enclosed plan prepared by CME Associates Engineering, Land Surveying & Architecture, PLLC last dated August 1, 2016. The total flow may be divided into each specific uses as listed in the following table: Table 1. De�oad Calculation Breakdown Use SCDHS Flow Rate Calculation Total Flow (gpd) Golf— 120 player 5 p /player 120 x 5 600 _..... players _. _,. Tennis 80 5 d/player 80 x 5 400 Main Club Restaurant 200 seats 10 gpd /seat 200 x 10 2000 Seats 50 seats l pd/seat 50 x 10 500 _......� New Se„w _...— .._......... —_ .... seats 10 pd/seat _w.M 50 x 10 500 ......_.�. Bar Seats sea 50 ..—. m._�_,.... _. Outside Dinin 50seats 5 pd/seat 50 x 5 250 _m . ... _....... ----- Retail Pro Shop)— 1,150 squwft. 0.03 gpd/sq. ft. 1,150 x 0.03 35 w_ Stora e—4,375 sq. ft. Q.04 gp4jjq. ft.__J 4,375 x 0.04 175 Total density load for Main Club only 3,460 he Beach... Outside Dining�_._ — , e 5 d— gp � ..... � . Club 2000seats /seat 200 x 5 1000—� Housing- 13employees 75 d�e�n lop yee 13 x 75 975 Parking—49 spaces 15 g d /s ace 15 x 49 735 Total density load calculation for the ro ert 7,170 The total density load for the sanitary system for the main club use is at 3.460 gpd is 48% of the total flow for the property and all of the uses. The SCDHS total allowable density flow for the property is 10,500 gpd which is based upon the adjusted site area and the ground water management zone with an allowable flow rate of 600 gpd/acre. The adjusted site area is the area of the lots occupied by the Club buildings and tennis courts excluding wetlands, areas seaward of the CEHA line, area below the 100 year base flood elevation, areas occupied by the golf holes. 17.5 acres X 600 gpd/acre= 10,500 gpd The golf course is open from May l to October 31. The food service use within the club house, which will generate the most intense use on the property and sanitary system, is open from Memorial Day to Columbus Day (97 days) with the highest demand time being July and August (62 days). Even during the high demand months, the club limits the daily use of the facility to approximately 120 golfers per day and 80 tennis members per day. The current total number of members is approximately 450 members. The club self imposes an event attendance to a maximum of 250 members during any event. Therefore the anticipated maximum use on the site is 250 members. The SCDHS requires sanitary flow to be categorized based upon maximum use and gross floor area in the building. They do not take into account how the site is actually used but require the maximum potential use of the facilities as such we believe the SCDHS calculation to be an inflated gpd flow. However, in this situation we will utilize the SCDHS calculation for demonstrating that the anticipated yearly flow for the site (given the seasonality of the club use) will meet the Town recommendations for a 60% nitrogen reduction in septic designs. The below table shows the SCDHS calculated density flow for the property over the course of a year including the calculated year flow, the open season flow and the highest demand flow. Table 2. Total density for the sanitary sy skeat SCDHS Number of Total Density % of the Total Calculated days (gallons/year) Density (gPd.) SCDHS Desian Density 7170 365 ..,_.._._._. 2,617,050 ..., Total Anticipated Use 7170 97 695,490 26.6% Density (Memorial Day to Labor Days—most intense Y season) �.._ .....A..�... � ._ mm ... Total Anticipated Use 4460 37 165,020 6.3% Density for Club, Golf and Tennis (Labor Day to Columbus Day) Anticipated Use 600 50 30,000 1.1 Density (Golf Course Use Only - outside of food service season) .............. Total 890,510 34% 66% reduction As depicted in the table, the total anticipated flow for the property for a single year which includes the golf and food service seasons is 890,510 gpd. The reduced flow is due to the seasonality of the private club. The total anticipated flow for the site is 66% less than the calculated potential yearly flow for the property, which exceeds the 60% reduction recommendation by the Town. The club house use only septic flow is 3,460 gpd as stated in Table l over the course of the club house season generates a flow of 463,640 gallons/year (17% of the total year flow for the property). 3,460 gpd x 134 days in the season =463,640 gallons/year The information contained in Table 1 is shown on the enclosed plans which have been provided to the SCDHS for their review and approval (pending the Town SEQRA determination). Upon receipt of the Town SEQRA determination, the SCDHS will release their permit which will be forwarded to the Town to complete the Planning Board review. Please let me know if the Board has additional questions regarding the information contained in this report or the overall project details. Very truly yours, Richard Strouse, P.E., L.S. Vice President Natural Resource Management "t z t W„ 4" nay (A tin ��6p a pp �, s IW JaFJ� P� in P � Y 6 7� n a z ,��1 I � �� .•I w,,a �:c� �a w�P 4 eA ISM 09 , y ;111 Iz' r w na � pigs . � n1p � �r �V opt I Ig S � � > z Lot !i a �" � IM nil pI ',£ ava�,v �.��a�, M �a b;4 d4$�� :. xfr 4.ii a ar" tadm� .��, � ip I` ) row" � T..._ :::zI ryi �"r a 7 p F k r� Imo.• �. vv, z 6 R ., a ��Rw Piwi'd:nv ua'inti u;. o zu,T. x FOIUS mom CURB //,✓'''�"�`��, a a Av�u rd�,� nig i v.i i.l,.r:. cm C SEPTIC SYSTEM DESIGN 1� g D NOISM MMS& AMS orl� J n4=w�6 rrtenms aue� oniD ON'd1SI S83HSI3 '6uIJ aw6u3 S31VIl o i x 3 ` L7— opal f Ift A n l m r ' AMS shows x r 7 " ti '. ry ., fAit J� IJ Py p r y ✓n ky E ,� ks �J r7 k ll r� i . , h o I r INN JI LW oA f m. w/ VI ✓" } off r o I 4 a r /f s e ! ,a John M. Bredoineyer 1I1, President garn�uw " Town Hall Annex �/ Michael J. Domino,Vice President ° t,, 54375 Route 25 r ° P.O.Box 1179 l Glenn Goldsmith '� � � � Southold, New York 11971 A. Nicholas K-upski r �� 1 ��i1111�� ,,� Telephone (631) 76.E 1892 Charles J. Sanders d� a Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF sOUTHOLD February 25, 2016 Im, Glenn E. Just J.M.O. Environmental Consulting Services P.O. Box 447 Quogue, NY 11959-0447pAann"n "d RE: FISHERS ISLAND CLUB C 5 kkVMS 20449 EAST MAIN ROAD, FISHERS ISLAND A SCTM#: 1000-4-6-9 Dear Mr. Just: John Bredemeyer, President of the Southold Town Board of Trustees reviewed the project plan prepared by CME Associates Engineering, last dated January 25, 2016, and determined that the proposed demolition of the existing clubhouse and the construction of new is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. 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. 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, ,k a John M. Bredemeyer, III, President Board of Trustees JMB:dd NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY:r, Stony Brook,50 Circle Road,Stony Brook.NY 11790 P (631)444-0365 1 F:(631)444-0360 wvvwrlec ny.gov LETTER OF NO-JURISDICTION May 25, 2016 L" Fishers Island Club `. '. �� P.O. Box 605 ' Ul1 0 ,9 2Nfi - Fishers Island NY 06390-0605 Re: Application ID 1-4738-00600/00031 �ltu1lwhPrc,r"l,l° 'ril � r Fishers Island Club East End Road / aA Fishers Island SCTM # 1000-4-6-9 Dear Applicant: Based on the information your agent submitted and additional New York State Department of Environmental Conservation (DEC) information, DEC has made the following determinations. Your proposed project to demolish the existing clubhouse and construct a new clubhouse and accessory structures, as shown on the survey prepared by CME Associates Engineering, Land Surveying &Architecture, PLLC on 1/25/16, is located landward of the 10 foot elevation contour interval and the topographic crest of the bank in excess of 10 feet in elevation. Therefore, your proposed project is beyond the jurisdiction of Article 25 Tidal Wetlands. Any future changes to your proposed project that occur within the "Limits of Construction" shown on the aforementioned survey, remain beyond Article 25 Tidal Wetlands jurisdiction. Your proposed project to demolish the existing clubhouse and construct a new clubhouse and accessory structures, as shown on the survey prepared by CME Associates Engineering, Land Surveying & Architecture, PLLC on 1/25/2016, is located more than 100 feet from DEC regulated freshwater wetlands and is therefore, beyond the jurisdiction of Article 24 Freshwater Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661) and the current Freshwater Wetlands Permit Requirements Regulations (6 NYCRR Part 663), no permit is required for the proposed construction activities at the property. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or within 100 feet of NYS regulated freshwater wetlands without a permit. It is your responsibility to ensure that all necessary precautions are taken to I NCWVORK � Departmentof nn Z::!, Environmental Conservation prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within DEC's jurisdiction which may result from your project. Such precautions may include maintaining an adequate work area (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies, Very/truly yo.pftII/ ` T 6 I, John A. VTW� and Deputy Permit Adm,r6str5ror CC: JMO Environmental Consulting Habitat Habitat- File ' MAILING ADDRESS: � P.O. Box 1179 PLANNING BOARD MEMBERS " Southold, NY 11971 DONALD J.WILCENSKI Chaira q OFFICE LOCATION: WILLIAM J.CREMERS q Town Hall Annex PIERCE RAFFERTY �� ,� 54375 State Route 25 JAMES H.RICH III , � �' (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ��q `� o, �,�� Southold,NY Telephone: 631765-1938 www.southoldtownny-gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 10, 2016 Ms. Lisa Poyer Inter-Science Research Associates P.O. Box 1201 Southampton, NY 11969 Re: Proposed Site Plan for Fishers Island Club Additions Located at 20449 East End Rd. ±820' s/w/o of East Main Rd. & East End Rd., Fishers Island SCTM#1000-4-6-9 Dear Ms. Poyer: I am writing as a follow-up to the Work Session held on August 8, 2016, where the Planning Board reviewed and discussed the above-referenced Site Plan Application and required the information listed below. Please submit the following to this department: 1. Provide the sanitary flow calculations for seasonal operation of the clubhouse; 2. Provide accurate water usage and sanitary flow totals consistent with the correct flow of 8,210 gallons per day; 3. Provide a list of maintenance Best Management Practice's (BMP) that address nitrogen loading on the golf course. Golf courses can use significant amounts of fertilizers and, in some instances, pesticides and herbicides. To mitigate impacts to surface waters and ground water, the following BMP's are required: a. Provide native, drought-tolerant plants in landscaping; b. Exclude the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1 st and April 1 st; c. Apply only the minimum amount of slow-release and organic fertilizer needed to sustain healthy turf on golf courses, and that fertilizer application rates shall be limited to 3 lbs. of nitrogen/1000 sq. ft. per year over the golf course as a whole. (This is consistent with the Organic Maintenance Plan adopted via Suffolk County Resolution No. 608-1998.); F.I. Club Additions— Page Two —August 10, 2016 4. Provide proof of submission and review from the NYS Department of Environmental Conservation (DEC) for the natural heritage of the project site. For your convenience, "Request Natural Heritage Data" information has been attached to this letter. All comments from the DEC must be submitted to the Planning Board for review and approval: a. When all DEC comments have been finalized, provide a notation on the Site Plan regarding protected species and expected impacts; 5. Provide a Photometric Plan pursuant to §172 of the Town Code for the project site that includes the items listed below: a. Location of all proposed and existing fixtures (to remain); b. Light fixture details, specifications and total quantity (including building addition); Due to the sensitive coastal location of the project site, please consider decreasing the overall amount of exterior light fixtures to the minimum necessary on site; 6. Obtain approval from the SCDHS for the proposed site and provide a print of the approved plan to this department, including the seal stamp and signature of the SCDHS. Please contact this department directly if you have any questions or would like an example of an adequate and recently approved Photometric Plan. Very truly yours, Brian Cummings Planner Encl. Request Natural Heritage Data-NYS Dept.of Environmental Conservation Page 1 of 2 �f" » NLW YORK S'AS'E orf DEPARTMENT F' ENVIRONMENTAL CONSERVATION Request Natural Heritage Data New York Natural Heritage makes its data available to inform biodiversity conservation, natural resource management, land protection, land use decisions, and environmental assessment. If you need information on whether a specific proposed development, project, or activity may potentially impact rare or listed species or significant natural communities, see How to Request Information for a Project Site below. If you are engaged in regional or municipal planning, natural resource inventory or management, open space inventory or protection, environmental or biodiversity conservation, or scientific research, please contact NY Natural Heritage at NaturalHeritage@dec.ny.gov or (518) 402-8944. Note that information regarding the locations of rare species is considered sensitive. The distribution of information which identifies the locations of rare species or their habitats may lead to the collection or disturbance of the animals and plants at those locations. NYSDEC has the legal authority, under New York State Environmental Conservation Law, to restrict access to such information, and has adopted a policy regarding the release of information compiled by the New York Natural Heritage Program. Under this policy, information on the locations and identities of rare species is provided at the level of detail necessary to enable fully informed decision-making while protecting the sensitive resources. Information may be provided to the requesting party for its internal use, with restrictions on the public display and distribution of the data or products derived from it. How to Request Information for a Project Site The New York Natural Heritage Program will review locations of proposed projects, activities, and SEAR-subject actions for any records of rare species or significant natural communities in our databases which are in the vicinity and which may be impacted by the project or action. To request a review of a specific project site, please write to or e-mail the address below, and include the following information: • Why you need the information (e,g., SEQR review, environmental assessment for permit, planning board approval, management plan). If the proposed action is undergoing SEQR review, also include the name of the lead agency. • Brief description of the proposed project or activity (e.g., residential development, bridge repair, cellular communications tower, landfill siting). • Brief description of the current land use and habitats at the project site (e.g, wooded, agricultural, developed commercial). • Name of counties and towns where the proposed project is located, and address or nearest roads. • Map that includes labeled roads and other features, with the boundary of the proposed project clearly labeled, marked or highlighted. Please do not send architectural or engineering drawings or photographs. We strongly encourage you to submit your request during the early stages of a project. Response time is 2-4 weeks from the date your request is received in our office, Projects extending over large areas or requiring more information may take longer. Requests are processed in the order in which they are received. http://www.dec.ny.gov/aninials/31 18 I.htm 1?showprintstyles Request Natural Heritage Data-NYS Dept.of Environmental Conservation Page 2 of 2 We provide a written response to all information requests; therefore, if you have not yet received a response, do not assume we have no data to report. Please send requests for information to: NY Natural Heritage Program - Information Services NYS DEC 625 Broadway, 5th Floor Albany, NY 12233-4757 Phone: (518) 402-8935 Fax: (518)402-8925 Put "info request" in the subject line, and send letter and map as attachments to Natural Heritage@dec.ny,gov http://www.dec.ny.gov/animals/31181.html?showprintstyles Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date August 8, 2016 Prepared By: Brian Cummings I. Application Information Project Title: Fishers Island Club Additions Applicant: Fishers Island Development Corporations Date of Submission:. May 2, 2016 Tax Map Number: 4.-6-9 Project Location: 20449 East End Road Hamlet: Fishers Island Zoning District: R-120 II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ± 12.3 acres Building Size 14,270sf This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island. III: Analysis 1. Existing: a. Approved 2004 site plan for construction of a tennis pavilion; b. 14,270sf club house contains a golf pro shop, changing rooms, indoor/outdoor dining facilities, offices and storage areas in the one story structure with a basement; 2. Proposed: a. Addition on the south and west sides at approximately 5,000sf footprint which will increase the usable area to 24,741sf (increase of 10,471sf); b. The proposed addition will expand the basement area to include habitable gross floor area and create a walk out basement for a section of the structure. The existing uses within the club house will remain unchanged but the use areas will expand: the club house will contain a larger golf pro I shop, additional showers and changing room area, indoor/outdoor dining and bar facilities and additional office and storage areas. c. Storm water drainage: storm water management plan provided which utilizes rain gardens, swales, trench drains and drywells d. Parking: Membership club, country club, golf club or public golf course, tennis club At least 1 for each 2 members or accommodations (such as lockers), whichever is greater, plus 1 for each employee i. 450 members (:5250 members hosted at one time, only once or twice per year) 1. 450 / 2 = 225 required ii. s36 employees 1. 1 per employee = 36 required iii. Total required = 261 stalls iv. Total provided = 113 (6 ADA) Staff: although the parking requirement is technically not met, it is recommended to accept the number of stalls provided and waive the total requirement because: 1. Club is located on private road / land (no public streets) 2. Club owns a large amount of land immediately adjacent to club e. Landscaping: i. the property landscaping around the club house is minimal and additional foundation plantings will be installed for the larger club house; ii. viburnum, fescue, hedgerow f. Exterior Lighting: i. Proposed: ±35 low path lights, Seven (7) pole light fixtures, Step lighting Staff: more details are needed in order to verify all proposed/existing fixtures are compliant, especially in this coastal location; o it is unclear which existing exterior light fixtures are proposed to remain (some areas seem redundant); 2 o No fixtures have been provided on the building; o All of this proposed lighting necessary? Is it possible to decrease the number of pole light fixtures and/or path light fixtures? 3. Bulk Schedule/Code Requirements (R-120 zone) a. Lot Coverage i. Maximum: 10% ii. Existing: 2.6% iii. Proposed: 4.5% building (R 120 b. Setbacks for the proaosed b.u!....... _ ...... .. _.......... Required Provided Front yard 60 > 60 ............. Side E 30 > 30 Side W 30 60comb > 30 Rear yard 85 122' to CEHA 4. Referrals: Suffolk County Department of Health Services (SCDHS) Approval from the SCDHS is required and has not been obtained; Architectural Review Committee (ARC) The ARC approved the application as submitted; Office of the Town Engineer • The drainage calculations and subsequent drainage design meets the minimum requirements for Chapter 236, Stormwater Management. • The proposed cumulative disturbance resulting from proposed construction activities and grading of this site will be greater than one (1) acre in area. Therefore, this project will require coverage from New York State Department of Environmental Conservation (DEC) under the Phase II State Pollutant Discharge Elimination System (SPDES) Program. The Developer must prepare a formal DEC Storm Water Pollution Prevention Plan (SWPPP) and submit a Notice of Intent (N01) to the DEC. NYS Department of Environmental Conservation (DEC) 3 A Notice of Intent (NOI) is required to be submitted, detailing the proposed project and its scope in order to receive a subsequent Notice of Acknowledgement (NOA) from this office. Southold Town Trustees • The Trustees find that the proposal will require a wetland permit as it is located within100' of the bluff. No Coastal Erosion area permit is needed as the proposal is landward of the CEHA line. • As the proposed activities are relatively minor in nature, are proposed in an rea of established turf, do not involve building construction or large structures where excessive ground loading or erosion is an issue, the Trustees could consider an application for an administrative permit under Chapter 275 for the proposed activities. Fire Marshall No comments or concerns regarding the proposed project; Fishers Island Fire District No comments or concerns regarding the proposed project, there is adequate fire access to the subject site; Suffolk County Planning Commission (SCPC) Pursuant to Section 2391 & m of the General Municipal Law, the following site plan which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Local Waterfront Revitalization Program (LWRP) The proposed action has been reviewed to Chapter 268 and the proposed action is recommended as CONSISTENT with the LWRP provided the following is considered: • Located in archeo-sensitive area, survey not recommended; • Groundwater quality o Sanitary design details/improvement o Golf course fertilizer and pesticide usage Policy 2.2. Protect and preserve archaeological resources 4 The parcel is included within the archeo-sensitive mapped area (MAPINFO GIS-Archeo- sensitive layer). The site is previously disturbed and a cultural resources survey is not recommended. Groundwater Quality The following is recommended to further policies 5. Protect and improve water quality and supply in the Town of Southold and 6. Protect and restore the quality and function of the Town of Southold ecosystem: Fishers Island water supply is dependent upon a sole source aquifer and 22 miles of water mains, an equalization reservoir, a surface water treatment plant, a groundwater treatment facility, a well field and three surface water reservoirs: Barlow Pond, Middle Farm Pond and Treasure Pond. The numerous ponds on Fishers Island serve as the primary catchment and recharge areas for the islands aquifer. The hydrology of Fishers Island differs substantially from other portions of the Town of Southold. Due to its hilly topography, most of the precipitation that falls on Fishers Island flows to one of the numerous freshwater ponds or directly to the coastal shoreline. According to the Hydrogeologic Report Conducted on Fishers Island, New York (Groundwater, Inc., April 1990), groundwater recharge on Fishers Island is estimated to be approximately 709 million gallons per year. The water supply, treatment, distribution and storage facilities for Fishers Island are owned and operated by the Fishers Island Waterworks, a subsidiary of the Fishers Island Development Corporation (FIDCO). The FIDCO water supply system, originally constructed in the early 1900's, services approximately 624 customers. It is my understanding that this area is not currently in the watershed contributing to the public water supply. However, future use of the groundwater is unknown and therefore, protection of the resource is recommended. The proposed action would add an additional 1500 gallons per day (gpd) over the existing 6,710 gpd of water use/sanitary flow to total 8,250 gpd. Disposal is proposed via the expansion of a conventional sanitary wastewater system. In recent years, there is concern of groundwater impairment from nitrogen, pharmaceuticals, personal care products and volatile organic compounds and public health. Surface waters are also impacted from nitrogen influence leading to algal blooms, hypoxic conditions and fish kills. Lakes and ponds are susceptible to eutrophication conditions as a result of excessive nitrogen (depending upon groundwater directional flow). These concerns have led the Suffolk County Department of Health Services to develop innovative and alternative sanitary systems that are capable of treating total N effluent equal to or greater than 60 percent over conventional systems levels. However, due to the possible seasonal fluctuations a natural, nitrogen fixation system may be more beneficial than a mechanical innovative or alternative sanitary treatment. This type of treatment does not rely on the continuous effluent flows for nitrogen fixation processes to work. 5 Additionally, golf courses can use significant amounts of fertilizers and, in some instances, pesticides and herbicides. To mitigate impacts to surface waters and groundwater, the following BMP's are recommended: a. Require the use of native, drought-tolerant plants in landscaping. b. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1St and April 1St. c. Apply only the minimum amount of slow-release and organic fertilizer needed to sustain healthy turf on golf courses, and that fertilizer application rates shall be limited to 3 lbs. of nitrogen/1000 sq. ft. per year, over the golf course as a whole (This is consistent with the Organic Maintenance Plan adopted via Suffolk County Resolution No. 608-1998.) 5. SEQRA analysis: classified as an Unlisted action June 6, 2016; Please see Draft Environmental Assessment from Mark Terry, Assistant Town Planning Director, dated August 5, 2016 V: Staff Recommendations 1. It is recommended to accept the number of stalls provided and waive the total parking requirement (and provide reasoning in resolution): i. Club is located on private road / land (no public streets) ii. Club owns a large amount of land immediately adjacent to club 2. Require a photometric plan for the site to include all proposed and existing fixtures on site; 3. Provide light fixture details, specifications and total quantity for all proposed exterior light fixtures (including building addition); 4. Clarify which exterior light fixtures are proposed to remain and consider decreasing the amount of exterior light fixtures proposed; 5. Accept all recommendations contained in the LWRP report; 6. Obtain approval from the SCDHS for the proposed site and provide a print of the approved plan to this department, including the seal stamp and signature of the SCDHS; 7. Provide a Notice of Intent (NOI) to the NYSDEC and a Notice of Acknowledgement (NOA) to this department regarding the proposed area of disturbance for the proposed construction, 8. Provide correspondence from the Town Trustees regarding the proposed site work; 6 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, August 8, 2016 4:00 p.m. Southold Town Meeting Hall 2:30 p.m. Executive Session — Supervisor's Conference Room 4:00 p.m. Applications — Meeting Hall Location-Name: Fishers Island Club Additions.. s/w/o of East Main Road & 6-g ...., m. 1 _ _. .� Off East End Road, East End Road, Fishers Island Description: This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to i expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 oning District. Status, Pending Action Review referrals & SEQR Attachments: Staff Report .. .. ProjectName; y East End Tick & Mosquito Pest Control SCTM#: 1000-97-3-2 _ e. Location 36570 Route 25, ±420' s/w/o of Skunk Lane. & Main Road, Cutchogue __. Description: This Site Plan is for the proposed conversion of an existing building to a a single family dwelling with an attached business office with four (4) y parking stalls on 0.25 acres in the Limited Business (LB) Zoning District. Status Pending,_ Action':"'.. . . � Review referrals... ....,,_ _,. _ Attachments j Staff Report _ . udson Cy r Location:ame 11600 R u4te 5m/e/do Pacific Street & NYS Route 0205, Ma tit 7.1 uc Description: This Amended Site Plan Application is for the proposed use change of an d approved two story medical office building to a first floor consisting of a 1,200 sq. ft. restaurant & 3,550 sq. ft. of retail space and the second floor containing three (3) medical offices on 1.9 acres in the B/R-40 Zoning Districts. Status: New Application Action: Review for completeness. Attachments: Staff Report Project Name: Country Car Wash SCTM#: 1000-125-1-19.5 Location: 6565 NYS Rt. 25, +_724' s/w/o Bray Ave. & NYS Rt. 25Mattituck I Description: This Amended Site Plan Application is for two roof additions at 24' x 32' and 24' x 28' (1,440 total sq. ft.) to an existing 960 sq. ft. car wash facility on 0.918 acres in the General Business Z oning District. Status: New Application Action; Review for completeness. Attachments: Staff Report OFFICE LOCATION: �f� " � � MAILING ADDRESS: Town Hall Annex ��`PS P.O. Box 1179 54375 State Route 25 f Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ' Telephone: 631 765-1938 Southold, NY 11971 OL kA LOCAL WATERFRONT REVITALIZATION PROGRA _.. TOWN OF SOUTHOLD MouffmW Gn MEMORANDUM : a a- a 0 4 To: Donald Wilcenski, Chair Town of Southold Planning Board From: Mark Terry, Principal Planner N6< LWRP Coordinator Date: August 4, 2016 Re: Proposed Amended Site Plan for Fishers Island Club SCTM#1000-4-6-9 Zoning District: R-120 This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, the proposed action is recommended as CONSISTENT with the LWRP provided the following is considered: Policy 2.2. Protect and preserve archaeological resources The parcel is included within the archeo-sensitive mapped area (MAPINFO GIS-Archeo- sensitive layer). The site is previously disturbed and a cultural resources survey is not recommended. Groundwater Quality The following is recommended to further policies 5. Protect and improve water quality and supply in the Town of Southold and 6. Protect and restore the quality and function of the Town of Southold ecosystem: Fishers Island water supply is dependent upon a sole source aquifer and 22 miles of water mains, an equalization reservoir, a surface water treatment plant, a groundwater treatment facility, a well field and three surface water reservoirs: Barlow Pond, Middle Farm Pond and Treasure Pond. The numerous ponds on Fishers Island serve as the primary catchment and recharge areas for the islands aquifer. The hydrology of Fishers Island differs substantially from other portions of the Town of Southold. Due to its hilly topography, most of the precipitation that falls on Fishers Island flows to one of the numerous freshwater ponds or directly to the coastal shoreline. According to the Hydrogeologic Report Conducted on Fishers Island, New York (Groundwater, Inc., April 1990), groundwater recharge on Fishers Island is estimated to be approximately 709 million gallons per year. The water supply, treatment, distribution and storage facilities for Fishers Island are owned and operated by the Fishers Island Waterworks, a subsidiary of the Fishers Island Development Corporation (FIDCO). The FIDCO water supply system, originally constructed in the early 1900's, services approximately 624 customers. It is my understanding that this area is not currently in the watershed contributing to the public water supply. However, future use of the groundwater is unknown and therefore, protection of the resource is recommended. The proposed action would add an additional 1500 gallons per day (gpd) over the existing 6,710 gpd of water use/sanitary flow to total 8,250 gpd. Disposal is proposed via the expansion of a conventional sanitary wastewater system. In recent years, there is concern of groundwater impairment from nitrogen, pharmaceuticals, personal care products and volatile organic compounds and public health. Surface waters are also impacted from nitrogen influence leading to algal blooms, hypoxic conditions and fish kills. Lakes and ponds are susceptible to eutrophication conditions as a result of excessive nitrogen (depending upon groundwater directional flow). These concerns have led the Suffolk County Department of Health Services to develop innovative and alternative sanitary systems that are capable of treating total N effluent equal to or greater than 60 percent over conventional systems levels. However, due to the possible seasonal fluctuations a natural, nitrogen fixation system may be more beneficial than a mechanical innovative or alternative sanitary treatment. This type of treatment does not rely on the continuous effluent flows for nitrogen fixation processes to work. Additionally, golf courses can use significant amounts of fertilizers and, in some instances, pesticides and herbicides. To mitigate impacts to surface waters and groundwater, the following BMP's are recommended: a. Require the use of native, drought-tolerant plants in landscaping. b. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1St and April 1St c. Apply only the minimum amount of slow-release and organic fertilizer needed to sustain healthy turf on golf courses, and that fertilizer application rates shall be limited to 3 lbs. of nitrogen/1000 sq. ft. per year, over the golf course as a whole (This is consistent with the Organic Maintenance Plan adopted via Suffolk County Resolution No. 608-1998.) Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Planner Michaelis, Jessica ic From: Cummings, Brian A. Jessica Sent: To: Michaelis, Thursday, August 04, 2016 2:33 PM Subject: FW: Fishers Island Club Addition referral � JG 0 4 2 d''Cds:Arl rj; Board From: Fisher, Robert Sent: Thursday, August 04, 2016 2:31 PM To: Cummings, Brian A. Subject: RE: Fishers Island Club Addition referral Brian, I have np problem with the FICC building as long as they maintain emergency access around the structure. Bob Robert Fisher Fire Marshall, Town of Southold robert.fisher@town.southold.ny.us (W) 631-765-1802 - (C) 631-786-9180 PRIVILEGED AND CONFIDENTIAL COMMUNICA TION CONFIDENTIALITY NOTICE' This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which isprotected by privilege. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this transmission in error,please notify the sender immediately by e-mail and delete the original message. From: Cummings, Brian A. Sent: Monday,July 18, 2016 3:54 PM To: Fisher, Robert<Robert.Fisher@town.southold.ny.us> Subject: Fishers Island Club Addition referral Importance: High Hi Bob, A reminder that I need a report for the Fishers Island Club Additions (SCTM 4.-6-9), Thank yoU! Brian A. Cummings, Planner Southold Town Planning Department 53095 Route 25 SCOTT A. RUSSELL �W'" �� JAMES A. RICHTER, R.A. SUPERVISOR „° MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD 4 TOWN OF SOUTHOLD NEW YORK 11971 Tel (631)-765—1560 � � �a Fax (631) 765—9015 C", �m a ��0➢V 1 KIWI 6 H i�:'rt I"gip soft Lie V'll, 1ll. V_�x°1 qG Y ,,GO � XU,V9 `w'TI J'� ,M, I ' ._ 4 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Naming Board Donald J. Wilcenski July 19, 2016 Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Fishers Island Club Additions 20449 East End Road SCTM #: 1000—04—06 - 09 Dear Mr. Wilcenski: As per a request from your office, I have reviewed the Site Plan prepared by the office of CME Associates, dated 3/22/16 with a revision date of 4/26/16,for the construction of additions and alterations to the existing Fishers Island Country Club. Please consider the following: 1. The proposed cumulative disturbance resulting from proposed construction activities and grading of this site will be greater than one (1) acre in area. Therefore, this project will require coverage from New York State Department of Environmental Conservation (DEC) under the Phase II State Pollutant Discharge Elimination System (SPDES) Program. The Developer must prepare a formal DEC Storm Water Pollution Prevention Plan (SWPPP), submit a Notice of Intent(NOI) and obtain coverage under the SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES from the DEC. Please note that the Town of Southold does not have regulatory authority over this DEC Construction Permit and the NOI must be submitted directly to the DEC. Verification of compliance in the form of a notice of acknowledgement that the NOI has been filed with the DEC should be submitted to the Planning Board prior to final approval. 2. As designed, the above referenced Site Plan meets the minimum requirements of Chapter 236 for Stormwater Management. If you have any questions regarding this review, please contact my office. rbcs ely, " ,^ Jml—e. ., Richter, R.A. f' rMAILING ADDRESS: M. P.O. ®ld, NY 1971 PLANNING BOARD MEMBERS DONALD J.WILCENS �' So Chair FIC : WILLIAM J.CEEYS Town Hall Annex PIERCE FFERT 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR a: "� (S Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 12, 2016 Ms. Lisa Poyer Inter-Science Research Associates, Inc. P.O. Box 1201 Southampton, NY 11969 Re: Close Hearing: Amended Site Plan for Fishers Island Club Additions Located at 20449 East Main Road, ±820' s/w/o of East Main Rd. & East End Rd., Fishers Island SCTM#1000-4-6-9 Zoning District: R-120 Dear Ms. Poyer: A Public Hearing was held on Monday, July 11, 2016 regarding the above-referenced Amended Site Plan. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Very truly yours, ` 40 - Donald J. Wilcenski Chairman &-)o C. Submission Without a Cover Letter PQ>tk SMT Sender: �l5 RM1141 BOw'd Subject: �(5� CaUbl. L POoLka- SCTM#: 1000 - 4-- (c)`-9 Date: `7 112--ll (,,:P Comments: A Srgn alrtK nmt^ INTER—SCIENCE REASEARCH ASSO .:NC alydressee 36 NUGENT ST X w P O BOX 12 01 B l aaialved try(tldn Ali L Date of Dellves SOUTHAMPTON NY 11969 � 1 Article Addressed to: � D. yes s s delivery ad( ss different from Harr r 1? 11 If YES,enter delivery address below: uul�' PRESTON REED INC. PO BOX 290 MANAKIN—SABOT VA3],'D3-U'�9d] I I I I II I IIIIIIII III I II III IIII IIIII 111111 III I 9290 9969 0061 8200 0038 30 . Article Number(Transfer from service label) 3 S'er'i ico Type ®Certified Mall® ❑Certified Mail® Restricted Delivery PS Form 3811 Facsimile, Jule, 2015 Domestic Re't r6 Rec6p AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as � �-�A&x6 by placing the Town's official poster notice(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 remaine in place for at least seven days prior to the date of the public hearing on 7�I l I l0 rh n oti,cea � mail — return receipt, the recel �.Oe ns ._gr e�w-return p certified attaclse+ °� �°ownerg... receipt fd 6 � property which is across on f ref r l o every property Yore Nal e (print) . Signature CID P15 2�D r(int&1-15 lgs\ond N�:[ bU390 Address Date r � Notary Public DIANE DISALVO NOTARY PUBLIC-STATE OF NEW YOU No. 01D1475593 Cuollfled In Suffolk County My Commission Expires April 30, 200 PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 7/8/16 Re: Proposed Amended Site Plan for the Fishers Island Club Additions SCTM#s: 1000-4-6-9 Date of Public Hearing: Monday, July 11, 2016, 6:01 p.m. Elizabeth Thompson, Chairperson Town Hall Annex Reynolds duPont,Jr. dx''r ' h�ry 54375 Route 25 f 1 fP Joseph Lee ,,��, PO Box 1179 Ronald McGreevy ` Southold,NY 11971 Nicholas Planamento Mark Schwartz Telephone: (63 1)765- 1892 Stephen Geraci �'a Fax(631)765-6641 Patricia Butler w"t"1) southoIdtown.north fork.net James Garretson P iti U kAl- Town of Southold Architectural Review Committee01 I Minutes 4.00p.m.,June 23, 2016 Town Hall Annex Executive Board Room Soull��l PI'at��rolrttJ Boatel Members Present: Elizabeth Thompson,Chairperson;Ron McGreevy; Patricia Butler; Brian Cummings,Town Planner;and Elizabeth Cantrell,Secretary The minutes for the May 19,2016 meetings were approved. Introduction• All applicants will give a presentation consisting of drawings, exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes,and be made part of the Planning file for that application. The Planning Board will consider these recommendations,together with all comments from other agencies,and provide the applicant with a comprehensive written list of its requested revisions. New Site Plan: • EAST END TICK &MOSQUITO PEST CONTROL SCTM# 1000-97-3-2 Michael Kimack on behalf of the applicant presented this application for a proposed conversion of an existing building to a single family dwelling with attached business office with four (4) parking stalls on.25 acres in the Limited Business (LB) Zoning District. The Committee reviewed the application and is recommending the use of red oak trees for the two (2) proposed shade trees. The Committee approves the use of a natural cedar siding for the building. The Committee is approving the application submitted today with the recommendations noted above. Motion Made and Seconded. - - m ----------------_.- Amended Site Plan Application: 0 FISHERS ISLAND CLUB ADDITIONS SCT M#1000-4-6-9 Lisa Poyer of Interscience presented the Site Plan for a proposed addition of 10,471sq.ft. to expand the existing use areas within the club house an increase the existing 14,270sq.f t. Fishers Island Community club to 24,741sq.ft., including the addition of 28 parking stalls and a new sanitary system on 12.3. acres in the R-120 Zoning District, Fishers Island. The Committee reviewed the application and is approving it as submitted today. Motion made and seconded. Ce-0-;t .... ..... ... .......... e0i Cantrell, A.R.C. Secretary ............................... ............... ......... - 2 -. subc- Submission Without a Cover Letter J w}L 0 8 2 Sender: 16 1"50 SouffidW Town Pfuning Board Subject: 7.� SCTM#: 1000- Date: /6/1Z,0 Comments: AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the ToWv offi i41'poster notice(s) within 10 feet of the front property line facing the street(s °here it can be easily seen, and that I have checked to be sure the poster has r I;ahipd in place for at least seven days prior to the date of the public hearin� n I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on °: .. Your Nae (pr t) Sign, at6're Address o : Dat J ----k,L &Nory Public RICHARD E.WARREN Notary Public,State of New York No.01 WA4970418 Qualified in Suffolk County Commission Expires August 13.20 J„q PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 7/8/16 **************************************************************************************************** Re: Proposed Amended Site Plan for the Fishers Island Club Additions SCTM#s: 1000-4-6-9 Date of Public Hearing: Monday, July 11 2016 6:01 P.M. Notice to Adjacent Property Owners Fishers Island Club Addition 20449 East End Road Fishers Island, NY SCTM#1000-4.-6-9 ./l. 1.000-4.-4-8 Pr?54* Q-Re-d P D i.e.q D M ati ak t ri-Sa&f VA a 3 103 2. 1000 4.4-9 C�, - C6L,f'Per"14C*- 11 f-)"CcrS�0-r\-8 0-& a rcex-)Vvich e-,T Lfli�I J 3. 1000-4.4 .15) lt'U I �,/ (A4,5p Re - aj FL 3.34,SS' I/- / rL4 S� J,0 14VOWW 4. 1000.4.-4...1.6 K-, P 0 4 3 J f-)O.I&/L 6-e a C-L 5. 1000 4,.-6-8 j, jrvo'n 58 CllrJ1 C7',-eenw'(A 07 0&*931 d.r\(L(WgrLe OF- I el 76 -7 _ u i e RECEIPT A. Signature ❑Agent '42,4 7969 0061 8200 0038 81 E CH ASSO '�B. Recoiived INC. El W FROM NUGBOXE1201NT T 611CiICPliuiso. ',,,�; PF Fkmnerr Isiah tl Ew`,aub (rC. Date of Delivery i"THAMPTON NY 11969 n d r tee V mer . Article Addressed to: D. Is delivery address different from item I? 0 Yes Q If YES,enIf*r gndnvxarc�1,.�4,51r!'rev�5a�below: p No SEND"1`Cte BRANDYWIRE TRT CO AS TRTE8rzIndrwrnTMC;e,asTrt. 72"74 B ansa t quite 7234 LANCASTER, SUITE 300A x HO HISSIN DE 19707 FEES: i f � Postage 0 47 Certified Fee 3 30 1111111111111111111111111111111111111 � 270 111111 Restricted TOTAL:"" / A7 9290 9969 0061 8200 0038 85 Article Numbere1 service ew aS OR D TPOST . eye � rtafeci& Certified Mail® 9214 2911,910 1 8200 0038Restricted Delivery 1 t1 i 1 PS Form 3811 Facsimile, July 2015 Domestic Return Receipt RECEIPT ® - ® - 9214 7969 0061 8200 0038 7a INTER—SCIENCE REAntlC El Agent FROM: 36 NUGENT ST �� ❑Addressee Inter-Science Fishers Island ClubAssoc 1 ° � RE:Fishers Island Club PO BOX 1201 a „ SOUTHAMPTON N Y 119697S' Received by noted Name) G. Date of Delivery 1, Article Addressed to: D. Is delivery address different from item 1? Yes SEND TO: If YES,enter delivery address below: ❑ No John N Irwin ul a Janet 58 Cliffdale Road JOHN N. IRWIN IIT s JANET IR IN Greenwich CT 06831 r 58 CLIFFDALE RO GREENWICH CT 06831 FEES: .Postage 0.47 Certified Fee 3.30 1 Return IRece�� !e Z'JCI Restricted 111111111111 TOT $ , � 11ti1I11 .�� 6° 0038 038 78 POSTMARK OR DA�1 F " 1 Art' 9290 09 006$ O 8 �P"J 5'erviCe dJ71 N Set"vlCe T��Se ®Certified Mail®....❑Certified Mail® ri.�;�� ;I Restricted Delivery' _ � a PS Form 3811 Facsimile ��I 2 ,1N� Domestic Return Receipt RECEIPT RECEIPT T RECEIPT RECEIPT 1)214 7969 0061 6200 0035 43 ::x'2'14 7969 0061 6200 0035 50 9'�>14 RECEC 0I P 8200 0038 67 214 7969 0061 8200 0038 36 FROM: FROM: FROM: Inter-Science Reasearch Assoc Inter-Science Reasearch Assoc FROM: Inter-Science Reasearch Assoc Inter-Science ReasearCh Assoc RE:Fishers Island Club ' RE:Fishers Island Club RE:Fishers IslandlandClub RE:Fishers Island Club SEND TO: SEND TO: SEND TO: Edmund M.Carpenter Crisp,Emily R Revoc Trust SEND TO:Kane Baker 14 Pecksland Rd 20 Riverview Rd Preston Reed Inc Greenwich CT 06831 Hobe Sound FL 33455 40 Stuart J Haft Esq PO Box 290 PO Box 431 Manakin-Sabot VA 23103-0290 Palm Beach FL 33480 FEES: FEES: FEES: Postage 0.47 Postage 047 FEES: Certified Fee 3.30 Certified Fee 3.30 Postage 047 Postage 047 Return Receipt 2.70 Return Receipt 270 Certified Fee 3.30 Certified Fee 3.30Return Receipt 2 70 Restricted Restricted J�stryct. Return Receipt 270 ed Restricted TO TA!,"""' 647 TOTAL -56-47 % TOTAL 5 6,47 �5 0,4 PSTi1ARK OR IA POSTi,�IASK OR'g1TE P4STMAR9 Oil iTE, TOTAL /r " PC A R DATE,T.w, { i J o,_ FISHERS ISLAND FIRE DISTRICT P.O.BOX 222 'rB FISHERS ISLAND,NEW YORK 06390 i r @ rvriYre ikd'S'h oaard Commissioners Treasurer " Peter J.Brock Kristen M.Peterson Paul F. Giles Aaron R.Lusker Secretary Jennifer S. Sanger Catherine H.Edwards Greg Thibodeau June 16, 2016 Town of Southold—Planning Board Office Attn: Brian Cummings P.O. Box 1179 Southold,NY 11971 Dear Mr. Cummings, The Fishers Island Fire District has no recommendation for the proposed addition(SCTM #1000-4-6-9) as this poses no alteration in the Fishers Island Fire Department's ability to respond in an emergency. Please feel free to contact me with any further questions or concerns. Sincerely, Catherine H. Edwards Phone:(631)788-7019 E-mail: Fax:(631)788-7094 COUNTY OF SUFFOLK r,P /0 Steven Bellone Du'8hold Town SUFFOLK COUNTY EXECUTIVE RannI n 08rd Department of Economic Development and Planning Joanne Minieri Deputy County Executive and Commissioner Division i Planning and Environment June 14, 2016 Town of Southold 53095 Main Road P.O. Box 1179 Southold,NY 11971 Attn: Brian Cummings Dear Mr. Cummings: Pursuant to Section 2391&in of the General Municipal Law,the following site plan which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Plan Address File No. Fishers Island Club Additions SCTM# 1000 04000 0600 009000 N/A Note: Does not constitute acceptance of any zoning action(s)associated therewith before any other local regulatory board. Very truly yours, Sarah Lansdale Director of Planning I I. Yi Andrekv P. l releiig APF/cd Chief Planner H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 ■ (631)853-5191 #12845 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successfully commencing on the 30th day of June, 2016. Principal Clerk Sworn to before me this 5— day of 2016.� CHRISTINA VOLINSKI NOTARY PUBLIC-STATE OF NEW YORK No. 01V06105080 Quallflod In Suffolk county 28,2020 ori //rr �I / iji f 9 r 4 r l r id�ilQ0, PUBLISHER'S CERTIFICATE State of Connecticut County of New London, ss. New London Personally appeared before the undersigned, a Notary Public within and for said County and State, Billie Jean Durgin, Legal Adverising Clerk, of The Day Publishing Company Classifieds dept, a newspaper published at New London, County of New London, state of Connecticut who being duly sworn, states on oath, that the Order of Notice in the case of � Notice Of PANE Plam"rrvii 'NOUCE 15 HEI ERY GIM thai,f�vsva�irl to ArWo X#V of the(Dacha of fia�'C%vp of� 21323 LEGAL NOTICE Notice of Public pl)�Jjc f�a,)"n�jj will abf„held by 1ho S,ar`ffar,iri fawn Plannin RQIrd,�r th't+ lowfi NlaVtla „afru,�bad, arokathoW,New York on tI :i��iu ul��'�gdl'b`n"k��as Ona h�16 ufif��u Hearing NOTICE IS HER ffrraaYkfoVrratllwinrff *01'y q Ovfl )W Arpwiiialad Sh,Plura for PKfners Karaa9 f flub AddM fins too atod*£WHO` "fw/p ✓f �alrv� sW xfl Bea„arQ,fa�a¢„rs[I ur p..'ilwo� f:a 0ar�aS;� rr4f A true copy of which is hereunto annexed, was w Gkau� � Sits Pi61a 44 FOK Lae R�u4�I�alria �u�W�� a ��6ape published in said newspaper in its issue(s) of IIi �� aaaf`rdsfua” "flu°a vwof �r"i �'" "'��y New yak, sa��i� WyW�-�" Atli�wfrar� 4f•� wB 42. 06/30/2016 r, r r R� fa TH f U...... Cust: SOUTHOLD TOWN OF-PLANNING Ad#: d00668394 .u: .... Y � k At ..,. f rP f i. M"J ✓� Subscribed and s or to before me This Friday, July -1°„„2016 Notary Public My commission expires �x. ., MAILING ADDRESS: PLANNING S SIJa P.O. Box 1179 DONALD J.WILCENSKi " » Southold, NY 11971 Chair ? OFFICE LOCATION: WILLIAM J.CREERS Town Hall Annex PIERCE FFERTY 54375 State Route 25 J ES .RICH III (cor. Main Rd. Youngs Ave.) MARTIN H.SIDOR " UN � � Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to 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 on the 11th day of July, 2016 on the question of the following: 6:01 p.m. Proposed Amended Site Plan for Fishers Island Club Additions located ±820' s/w/o East Main Road & East End Road, Fishers Island, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-4-6-9 6:02 p.m. Proposed Site Plan for Fox Lane Residences located ±350' n/w/o Fox Lane & Whistler Avenue, Fishers Island, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-12-1-1.2 Dated: 6/21/16 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman PLEASE PRINT ONCE ON THURSDAY, JUNE 30, 2016 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times The New London Day Ka{in, Camml From: |egab <|ega|s@dmesreview.com~ Sent: Wednesday,June 22' 20l6ll:S5AK4 To: Ka|ir\ [a/o| Subject: Ke Legal Adfor Thursday, June 30thEdition ofSuffolk Times Importance: High Good afternoon, The legal notice has been scheduled to be published in the 6/30 edition of the Suffolk Times. Thankyou| . � RewnsW wsmwsmoup UndyayRiemer &ssistant Sa|es[onrdioutor 631298-37,00 c�xt, 2315 631-3518032 (d�rect) 53.1�298,0410 (fa») From: "Ka|in, Caoo|" Date:Tuesday,June 21, 201G2:14PM To: Lee Peters Subject: Legal Adfor Thursday,June 30thEdition ofSuffolk Times Please print the attached legal ad for the July 11, 2016 Planning Board Public Hearings regarding the Amended Site Plan for the Fishers Island Club and the Site Plan for the Fox Lane Residences in the June 30th edition of the Suffolk Times. An e-mail confirmation of receipt for our files will be appreciated. Thanks. Carol Ka|in Secretarial Assistant Southold Town Planning Board Town Hall Annex atCapital One Bank S4375NYS Route ZS' P.O. Box 1179 Southold, New York 1197l 631/76S1938phone 621/76S'664Ofax 1 Kalin, Carol From: Durgin, Billie Jean <B.Durgin@theday.com> Sent: Wednesday,June 22, 2016 9:26 AM To: Kalin, Carol Subject: Legal ad to be in The Day Newspaper for Thursday,June 30 Attachments: 39461265-A23D-4475-8007-2386507A10E9.doc.docx Hi Carol, Hello..... Attached is the legal ad to be in The Day Newspaper for Thursday,June 30 and the cost will be $242.80. If any changes just let me know, otherwise, we are now all set. Thanks very much, Billie Durgin 860-701- 4276 47 Eugene O'Neill Drive New London,CT 06320 860-442-2200 www.theday.co Classified Advertising Proof Order Number: 400668394 SOUTHOLD TOWN OF-PLANNING DEPT P 0 BOX 1179 SOUTHOLD,NY 11971-0959 631-765-1938 Title:The Day I Class:Public Notices 010 Start date:6/30/2016 1 Stop date:6/30/2016 Insertions: 1 I Lines:0 ag Title:Day Website I Class:Public Notices 010 Start date:6/30/2016 1 Stop dated 6/30/2016 1 Insertions: 1 I Lines:0 ag A preview of your ad will appear between the two solid lines. 21323 LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that,pursuant to 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 on the 11th day of July,2016 on the ques- tion of the following: 6:01 p.m. Proposed Amended Site Plan for Fishers Island Club Additions located±820` s/w/o East Main Road&East End Road,Fishers Island,Town of Southold,County of Suffolk,State of New York.Suffolk County Tax Map Number 1000-4-6-9 6:02 p.m. Proposed Site Plan for Fox Lane Residences located±350'n/w/o Fox Lane &Whistler Avenue,Fishers Island,Town of Southold,County of Suffolk,State of New York.Suffolk County Tax Map Number 1000-12-1-1.2 Dated: 6/21/16 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J.Wilcenski Chairman Total Order Price: $242.80 Please call your ad representative by 3PM today with any ad changes. Salesperson: Billie Jean Durgin I Printed on: 6/22/2016 Telephone: 860-701-4276 ext 4276 1 Fax: 860-442-5443 Email: b.durgingtheday.com ozz MAILING ADDRESS: � P.O. Box 1179 PLANNING BOARD MEMBERS " . Southold, NY 11971 DONALD J.WILCENSKI Chair �� OFFICE LOCATION: WILLIAM J.CREMERS 14C Town Hall Annex PIERCE FFETY 54375 State Route 25 JAMES H.RICH III ` ` (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR (,'QUN „( Southold, NY Telephone: 631 765-1938 www.southoldt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to 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 on the 11th day of July, 2016 on the question of the following: 6:01 p.m. Proposed Amended Site Plan for Fishers Island Club Additions located ±820' s/w/o East Main Road & East End Road, Fishers Island, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-4-6-9 6:02 p.m. Proposed Site Plan for Fox Lane Residences located ±350' n/w/o Fox Lane & Whistler Avenue, Fishers Island, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-12-1-1.2 Dated: 6/21/16 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski 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 21st day of June, 2016 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 7/11/16 Public Meeting: 6:01 p.m. Public Hearing for the proposed Amended Site Plan for the Fishers Island Club Additions, SCTM#1000-4-6-9 6:02 p.m. Public Hearing for the proposed Site Plan for the Fox Lane Residences, SCTM#1000-12-1-1.2 Carol Kalin Secretary, Southold Town Planning Board Sworn to before me this �ls�ay of 2016. A NotarPt b-1` MELANIE DOROSKI NOTARY PUBLIC,State of New York No, 01 D04634870 Qualified in Suffolk County Commission Expires September 30,I SO& Michaelis, Jessica P1904 UJAI . From: Cummings, Brian A. Sent: Friday, June 17, 2016 9:00 AM �(� To: Michaelis, Jessica Subject: FW: Fishers Island Island Country Club Expansion �m4� 4d TWO Board For mail -----Original Message----- From: Bredemeyer,John Sent:Thursday,June 16, 2016 5:02 PM To: Cummings, Brian A. Cc: Cantrell, Elizabeth; Verity, Mike Subject: Fishers Island Island Country Club Expansion Brian, I reviewed the plans you provided for the above referenced project and find that the proposal will require a wetland permit as it is located within100' of the bluff. No Coastal Erosion area permit is needed as the proposal is landward of the CEHA line. As the proposed activities are relatively minor in nature, are proposed in an rea of established turf, do not involve building construction or large structures where excessive ground loading or erosion is an issue,the Trustees could consider an application for an administrative permit under Chapter 275 for the proposed activities. Thank you for the opportunity to comment on this proposal. If you or the applicant has any questions do not hesitate to contact this office. Thanks again, John Bredemeyer t MAILING ADDRESS: PLANNING BOARD MEMBERS , ''�� ' P.O. Box 1179 DONALD J.WILCENSKI �� e �, Southold, NY 11971 Chair ' s OFFICE LOCATION: WILLIAM J.CREMERSe; Town Hall Annex PIERCE RAFFERTY °� M„ ��-.F 54375 State Route 25 f:. JAMES H.RICH IIIA, 3y (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR �� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD Memorandum To: Elizabeth Thompson, Chairperson Southold Town Architectural Review Committee From: Brian Cummings, Planne Date: June 15, 2016 Re: Request for Review: Amended Site Plan for Fishers Island Club Additions 20449 East End Rd, ±820' s/w/o East Main Rd. & East End Rd., Fishers Island SCTM#1000-4-6-9 The Planning Board refers this Site Plan Application to your committee for review and comments. This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island. Thank you. Encls.: Site Plan Application and Site Plan Elevations MAILING � x ADDRESS: PLANNING S � SO P.O. sox 1179 4 DONALD J.WILCENSKI ��' k`' Southold, NY 11971 Chair , OFFICE LOCATION: WILL J.CREERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) Jz MARTIN H.SIDOR ' ' i 5 �, Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Brian Cummings, Planne Date; June 9, 2016 RE: Site Plan Application Review— • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review under Article 8 (State Environmental Quality Review Act-SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. 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. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Southold Referral & SEQR Coordination Page Two June 9, 2016 Planning Board Position: (x) 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: Project Name: Fishers Island Club Additions Address: 20449 East End Road, Fishers Island Tax Map #: 1000-4.-6-9 Requested Action: This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631)765-1938 Enclosures: • Environmental Assessment Form • Site Plan Application Form • Site Plan(s) 2 yxxz 'x z. MAILING ADDRESS: S P.O. Box 1179 PLANNING BOARD MEMBERDONALD J.WILCENSKI �� " Southold, NY 11971 Chair OFFICE . WILLIAM J.CREMERS , Town Hall Annex PIERCE FFETY 54375 State Route 25 JAMES H.RICH III " • (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR " � fV Southold, NY Telephone: 631 765-1938 www.s outholdt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From- Brian Cummings, Planne ' Date: June 9, 2016 RE: Site Plan Application Review— • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. 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. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Southold Referral & SEQR Coordination Page Two June 9, 2016 Planning Board Position: (x) 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: Project Name: Fishers Island Club Additions Address: 20449 East End Road, Fishers Island Tax Map #: 1000-4-6-9 Requested Action: This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island. SEQRA Classification: Type I ) Type 11 (X) Unlisted Contact Person: Brian Cummings (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Environmental Assessment Form 2 � r MAILING ADDRESS: PLANNING BOARD MEMBERS QF So, �, " q P.O. Box 1179 DONALD J.WILCENSKI +� ' Southold, NY 111 971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY $ 54375 State Route 25 JAMES H.RICH III (cor. Main d. Youngs Ave.) RTIN H.SIDOR 1� �0 PA UN� Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: New York State Department of Environmental Conservation From: Brian Cummings, Planner Date: June 9, 2016 Re: Site Plan Application Review— • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review under Article 8 (State Environmental Quality Review Act- SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. 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. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Southold Referral & SEQR Coordination Page Two June 9, 2016 Planning Board Position: (x) 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: Project Name: Fishers Island Club Additions Address: 20449 East End Rd., Fishers Island Tax Map #: 1000-4-6-9 Requested Action: This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Environmental Assessment Form • Site Plan Application Form • Site Plan(s) 2 mADDRESS:MAILING" s "".fl P.O. Box 1179 PLANNING S �w' '" � Southold, 11971 DONALD J. LCENSKI Chair OFFICE LOCATION: WILLI J.CREERS Town Hall Annex PIERCE FFERTY 54375 State Route 25 JAMES H.RICH III °a (cor. Main Rd. &Youngs Ave.) RTIN H.SIDOR �, " ' 14 Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 9, 2016 Ms. Catherine Edwards Fishers Island Fire District P.O. Box 222 Fishers Island NY, 06390 Re: Request for Review: Fishers Island Club Additions 20449 East End Road, ±820' s/w/o East Main Rd. & East End Rd., Fishers Island SCTM#1000-4-6-9 Dear Ms. Edwards: The enclosed Site Plan Application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, Brian Cummings Planner Encls.: Site Plan Application Site Plan OFFICE LOCATION: 0 S MAILING ADDRESS: Town Hall Annex �� `Agry P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov cou PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector d From: Brian Cummings, PlannerA Date: June 9, 2016 Re: Amended Site Plan for Fishers Island Club Additions Application Name: Fishers Island Club Additions Tax Map Number: 1000-4-6-9 Location: 20449 East End Road, Fishers Island Type of Application: Sketch Subdivision Map Preliminary Subdivision Map Final Subdivision Map Road Profiles Grading and Drainage Plans Other - � Site Plan (Dated: 3/22/16; Rev. 4/26/16) Revised Site Plan Grading and Drainage Plans Other (AS BUILT) Project Description: This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R- 120 Zoning District, Fishers Island. Thank you for your cooperation. PLANNING BOARD MEMBERS �w- MAILING ADDRESS: �., P.O. Box 1179 DONALD J.WILCENSKI � Southold, NY 11971 Chair OFFICE LOCATION: WILLI J CREMERS Town Hall Annex PIERCE F F ERY 54375 State Route 25 JAMES H. FFE III i" ' (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR �, �` �� (f� Southold, NY VU Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planner" Date: June 9, 2016 Re: Amended Site Plan: Fishers Island Club Additions 20449 East End Road, ±820' s/w/o East Main Rd. & East End Rd. Fishers Island SCTM#1000-4-6-9 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, 1000-4.-6-9 rrx MAILING ADDRESS: 1179 PLANNING BOARD MEMBERS � � �' + r "r , SouPth 1d,oNY 1 971 4✓ DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLIAM J.CREMERS -� Town Hall Annex PIERCE RAFFERTY ) 54375 State Route 25 JAMES H.RICH III ) (cor. Main d. &Youngs Ave.) MARTIN H.SIDOR � C"UN�� } ( Southold, NY Telephone: 631 765-1938 www.s outholdt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planner tw-"' Date: June 9, 2016 Re: Amended Site Plan for Fishers Island Club Additions 20449 East End Road, ±820' s/w/o East Main Rd.& East End Rd, Fishers Island SCTM#1000-4-6-9 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island. Thank you for your cooperation. Encls: Site Plan Site Plan Application erADDRESS: DONALD J.WILCENSKI �PLANNING BOARD MEMBERS �, '. Sou P.O. 11 1 971 NY Chair OFFICE LOCATION: WILLI J.CREERS Town Hall Annex PIERCE RAFFERTY 9z9 54375 State Route 25 JAMES H.RICH III �, (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR COU( �� ( Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Brian Cummings, Planner Date: June 9, 2016 Re: Amended Site Plan for Fishers Island Club Additions 20449 East End Road, ±820' s/w/o East Main Rd. & East End Rd., Fishers Island SCTM#1000-4-6-9 The Planning Board refers this updated application to the Board of Trustees for your information, comments, review, and certification, if applicable. The file is available at your convenience. This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island. Thank you for your cooperation. End: Site Plan Laserfiche: Planning, Applications, Site Plans, Pending, 1000-4.-6-9 MAILING ADDRESS: ` P.O. Box 1179 PLANNING BOARD MEMBERS soot a 1 Southold, NY 11971 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLIAM J.LEES gra Town Hall Annex PIERCE FFERTY "� P 54375 State Route 25 JAMES H.RICH III (cor. Main R.Southold,Youngs Ave.) MARTIN H.SIDOR r� , Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner Date: June 9, 2016 Re: Amended Site Plan for Fishers Island Club Additions 20449 East End Road, ±820' s/w/o East Main Rd. & East End Rd., Fishers Island SCTM#1000-4.-6-9 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island. Thank you for your cooperation. r MAILING ADDRESS: PLANNING BOARD MEMBERS s �"� P.O. Box 1179 Southold, NY 11971 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE FFERTY 54375 State Route 25 JAMES H.RICH III �, (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Ab COON "0 Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Peter Doherty, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planner Date: June 9, 2016 Re: Amended Site Plan for Fishers Island Club Additions 20449 East End Road, ±820' s/w/o East Main Rd. & East End Rd., Fishers Island SCTM#1000-4-6-9 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, 1000-4.-6-9 MAILING ADDRESS: PLANNING BOARD MEMBES P.O. Box 1179 DONALD J.WILCENSKI -��` � s Southold, NY 11971 Chair , OFFICE LOCATION: WILLIAM J.CREERS . Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III 2 + (cor. Main Rd. &Youngs Ave.) RTIN H.SIDOR � "OUN �1, Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 7, 2016 Ms. Lisa Poyer Inter-Science Research Associates, Inc. P.O. Box 1201 Southampton, NY 11969 Re: SEAR Classification & Set Hearing: Site Plan for Fishers Island Club Additions Located at 20449 East Main Road, ±820' s/w/o of East Main Rd. & East End Rd., F.I. SCTM#1000-4-6-9 Zoning District: R-120 Dear Ms. Poyer: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, June 6, 2016: WHEREAS, this Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, July 11, 2016 at 6:01 p.m. for a Public Hearing regarding the Site Plan entitled "Fishers Island Club", prepared by CME Associates, dated March 22, 2016 and last revised April 26, 2016. Please refer to the enclosed copy of Chapter 55, 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 Annex. Fishers Island Club Additions - June 7, 2016 - Page Two Please return the enclosed Affidavit of Posting along with the certified rnailin receil2ts AND the signed green return receipt cards before 12:00 noon on Frida Jul 8 2016. The sign and the post,need to be returned to the Planning Board Office after the public hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Donald J. Wilcenski Chairman Encls. Southold Town Planning Board Notice to Adjacent Proper!y Proper! Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for an Amended 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#1000-4-6-9; 3. That the property which is the subject of this application is located in the R-120 Zoning District; 4. That this Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres. The property is located ±820' s/w/o East Main Road & East End Road, Fishers Island; 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 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet: 1. Go to the Town of Southold website www,southoldtownny.goy; 2. Click on Weblink located on bottom left of home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to: Carol.Kalin town.southold.n .us; 6. That a Public Hearing regarding the Amended Site Plan will be held on the matter by the Planning Board on Mionday. July 1.1 2016 at 6:01 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 New London Day and The Suffolk Times; that you or your representative have the right to appear and be heard at such hearing. It is not necessary to attend this hearing to participate. Written comments received prior to the public hearing date are acceptable and may be submitted via letter or e- mail to: Carol.Kali n town.southold.n .us. Petitioner/Owner Name: Fishers Island Development Corp./F.I. Club Date: 6/8/16 Notice to Adjacent Property Owners Fishers Island Club Addition 20449 East End Road Fishers Island, NY SCTM#1000-4.-6-9 1. 1000-4.-4-8 2. 1000-4.-4-9 3, 1000-4.-4-15 4. 1000-4.-4-16 5, 1000-4.-6-8 6. 1000-5.-2-1 f_ A � .�h N Ah I aha 'f� ✓y.� f M1 «t � �'�"� fIJ i r `�" �a•a a o� a � T i Y b r I i a ,y I K , 'Ira r - + � la�iera � .✓ .tel t III wu, p__o _ _... a. .. ` ac �r _t 551� 1 a � $ 18 a r, 4 7v � tr pi IIIIV ✓ ra o o vl�x;. I I III ✓✓✓ f .F� �,��/^"' ro ..,.� � ��,',, ss R 1 � � 11f y x'm�� 3k' �k:.�'✓x � T � N T <2 T a h_ x � 6 � o AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(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 at least seven days prior to the date of the public hearing on I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:00 noon, Fries 7/8/16 Re: Proposed Amended Site Plan for the Fishers Island Club Additions SCTM#s: 1000-4-6-9 Date of Public Hearing: Monday, July 11 2016 6:01 p.m. Town of Southold PC/Codebook for Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause 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. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required 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 or petition abuts, giving notice of the application or petition, 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 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required 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 from the property included in the application or petition. Such notice shall be made by certified mail,return receipt requested,posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property,nature of relief or approval involved, and date, time and place of hearing. The applicant,petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 � to > - � M& 0 CD 4 0 Cl) Z L ., =r IrD 110 , CD L C M C5 LP im -1 M o — � �D -0 > ;o o=r44h as 0 > C/) co 0 Z Cl)3Q' (p mill o O :3O. � p Q CD 'a �r N O Ol 0 �• CND CND r.q. CL Ozi m< , CCD --j00 CD O. O =� o mni N ED"' - '-4 m� N CD CO) Cn CF) 0 2I O CD � O � N O N Q m =r cn Z Q CD cn 0 O in a N. O > 0 rr � ■ O C.0 Z 0 n N NC CD U W rr 2) O CD 0 N (D N ADDRESS:MAILING 1�1 J , per, P.O. Box 1179 DONALD J. LCENSKI � Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III ' " (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDORO Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 19, 2016 Ms. Lisa Poyer Inter-Science Research Associates P.O. Box 1201 Southampton, NY 11969 Re. Proposed Site Plan for Fishers Island Club Additions 20449 East End Rd. ±820' s/w/o of East Main Rd & East End Rd, Fishers Island SCTM#1000-4-6-9 Dear Ms. Poyer: I am writing as a follow-up to the Work Session held on May 16, 2016 where the Planning Board accepted the above-referenced Site Plan Application as complete for review. The Planning Board, its Staff, Town Departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office at 631-765-1938. Very truly yours, Brian Cummings Planner Southold Planning Department Statt Report Site Plan Application Work Session — Completeness Date May 16, 2016 Prepared By: Brian Cummings I. Application Information Project Title: Fishers Island Club Additions Applicant: Fishers Island Development Corporations Date of Submission: May 2, 2016 Tax Map Number: 4.-6-9 Project Location: 20449 East End Road Hamlet: Fishers Island Zoning District: R-120 II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ± 12.3 acres Building Size 14,270sf This Site Plan III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis 1. Existing: a. Approved 2004 site plan for construction of a tennis pavilion; b. 14,270sf club house contains a golf pro shop, changing rooms, indoor/outdoor dining facilities, offices and storage areas in the one story structure with a basement; 2. Proposed: a. Addition on the south and west sides at approximately 5,000sf footprint which will increase the usable area to 24,741 sf (increase of 10,471 sf); b. The proposed addition will expand the basement area to include habitable gross floor area and create a walk out basement for a section of the structure. The existing uses within the club house will remain unchanged but the use areas will expand: the club house will contain a larger golf pro 1 shop, additional showers and changing room area, indoor/outdoor dining and bar facilities and additional office and storage areas. c. Sanitary system: the project includes the installation of a new sanitary system for the additional gross floor area in the club house; d. Storm water drainage: storm water management plan provided which utilizes rain gardens, swales, trench drains and drywells; e. Parking: the project includes more formalized parking areas and the addition of (28) parking stalls bringing the parking total to 117; f. Exterior Lighting: provided by applicant; g. Landscaping: the property landscaping around the club house is minimal and additional foundation plantings will be installed for the larger club house; 3. Bulk Schedule/Code Requirements (R-120 zone) a. Lot Coverage i. Maximum: 10% ii. Existing: 2.6% iii. Proposed: 4.5% b. Setbacks for the proposed building (R 120) Reguired Provided Front yard 60 > 60 S... .... ide � 30 > 30 Side(W) .......__. ...30 (60como . _. '..30. Rear yard 85122' to CEHA V: Staff Recommendations 1. It is recommended the application be found complete for review, send referrals to agencies listed below and begin the SEQR process; 2. Set the public hearing at the June 6, 2016 meeting for July 11, 2016; 3. Referrals: FIFD, FI Water Authority, Town Engineer, Building Dept., LWRP, Fire Marshall/Code Enforcement, NYSDEC, SCDHS, Town Trustees, ARC, Town Board and any other interested agencies. 2 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Fishers Island Club Additions Completed by: Brian Cummings Date: May 16, 2016 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. (2) The site plan review fee, as specified in Subsection B below. Editor's Note: See now § 280-138, Fee schedule for site plan applications.. (3) A completed environmental assessment form. (4) Nine copies of the site plan. (5) Four copies of a property survey, certified by a licensed land surveyor. B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. (b) The name and address of the landowner on record: [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street. (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. 1 Checklist for Site Plan Application Completeness Southold Planning Department (i) A complete outline of other existing easements, deed 4 restrictions or covenants applying to the property. Q) Existing zoning, including zone lines and dimensions. 4 (k) Site plans drawn at the scale of one inch equals 20 feet.. If all required information cannot be shown clearly on one plan, the information should be separated as 4 follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands �l and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. �I (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the subject property. 2 Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas �l and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address systems. (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations,: N/A (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) �l and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. p (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity �I and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. Notes: N/A = Not Applicable Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, May 16, 2016 4:00 p.m. Southold Town Meeting Hall 4:00 p.m. Applications Prosect Name Ridgway Standard Subdivision SCTM#: 1000-6-1-3 Location: 1588 Fox Avenue, on the west side of Fox Avenue and adjacent to Hay Harbor on Fishers Island Description: .. mm.. Lot 1pequals 4�3 to es�nclusive of 3 g acreparcelinto 3 clustered lots where es of open space and 1.4 acres of unbuildable land, Lot 2 equals 1.6 acres and Lot 3 equals 3.7 acres inclusive of 2.0 acres of Open Space and 0.8 acres unbuildable land. The parcel is located m the R-80 Zoning District Status: Conditional Sketch Plat APP roval _ Plat & draft Ne ative Declaration Action, Review revised Preliminary g Attachments: Staff Report & draft Negative Declaration FProject Name ; Boccio, Mich_ael & Jennifer _. SCTM# 1000-59-7-29 5 ..... " Location; 840p So undview Avenue, Southold ---- .......... Description Proposal to remove a 50' right-of-way notation from Lot 4 of the previously approved subdivision map entitled "Minor Subdivision of ....,. Robert T. Bayley, dated...May 20, 1976, Status: Pending. ublic hearin comments & for a decision. �' n, Attachments; Staff R g . e �p.ort Protect Name; Filipkowski Air, Inc SCT Mk 1000-59 10-5 Descno tion: This application is for the proposed construction of a 100 x 34 3,. m R 48, Southold p p 250 P � m � ' ( ,400 sq � ft.) steel building and contractors yard on 0.35 acres in the Limited a Business Zoning District ...... _...._ Status New Application Action. Review revised plans. Attachments: None Project Name, Off Fishers t End Road.Club Addition f SCTM#: 1000-4-6-9 L. ±820' s/w/o of East Main Road &East End Road, Fishers Island Description: This Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 ZoningDistrict. Status [ New Application 1 Action R . _ Attachments: Staff Report INTER-5CIENCE RESEARCH ASSOCIATES, INC. I'!',/ll,f:"NI'Al N1/ I PI. J`lNI NP J ".r Ill ',l P:I01"11\/1rl',lI 0:)1\`riU 1ANII�; May 2, 2016 -Via Hand Delivery- u.... Mr. Donald J. Wilcenski, Chair E mD Town Hall Annex 54375 State Route 25 �I`Y `2,N 20 Southold NY 11971Southold Tom w Raii,nnkiigBoard w RE: Site Plan Application - Fishers Island Club Situate: 20449 East Main Road, Fishers Island SCTM No. 1000-04-06-09 Dear Chairman Wilcenski: Enclosed, please find a complete site plan application for the proposed Fishers Island Club to expand the existing club house structure on their property located on Fishers Island. The club has been established on the island for approximately 90 years. The property recently received site plan approval from the Southold Planning Board in 2004 for the tennis court pavilion which was subsequently constructed on the property. The existing club house at 14,270 sq. ft. contains the golf pro shop, changing rooms, indoor/outdoor dining facilities, offices and storage areas in the one story structure (with a basement). The proposed project includes an addition on the south and west sides at approximately 5,000 sq. ft. footprint. The addition will increase the usable area to 24,471 sq. ft. an increase of 10,471 sq. ft. of GFA. The proposed addition will expand the basement area to include habitable GFA and create a walk out basement for a section of the structure. The overall look of the club house will remain unchanged and will look like a one story structure. The existing uses within the club house will remain unchanged, the use areas will expand. The club house will contain a larger golf pro shop, additional showers and changing room area, indoor/outdoor dining and bar facilities and additional office and storage areas. In support of this application, please find the following materials which have been prepared and submitted for your review: 1. Application fee in the amount of$1,297.10 which was calculated under the advisement of Planning Staff as an amendment to the prior site plan application 2. Application form 3. Applicant's Affidavit 4. Agent Letter 5. Applicant Transactional Disclosure Form 10111 M I W1 HOX ]lM 36 f'U(J1 Ni d[HJ -1 - ;,fel l MAI` IP I OIIJ1 N1:/YORK 1.19h l IMI 1� `, l 18 a ',)Y1, AX 6 1 28 ; , //l 6. Notice of Disapproval from the Building Department dated March 21, 2016 7. LWRP Consistency Assessment Form 8. Full Environmental Assessment Form 9. Copy of the Board of Town Trustees, Town of Southold no jurisdiction letter dated February 25, 2016 10. Proof of Lot Recognition in the form of the property deed 11. Nine (9)copies of the survey prepared by CME Associates Engineering, Land Surveying& Architecture, PLLC 12. Nine(9)copies of the proposed site plan prepared by CME Associates Engineering, Land Surveying& Architecture, PLLC including the septic, drainage, grading, landscaping, lighting and other site details i 13. Nine (9)copies, 5 full size and 4 reduced plan size prints of the proposed building floor plans and elevations as prepared by Mark P. Finlay Architects,AIA 14. Nine(9) copies of the site aerials The project will include the installation of a new sanitary system for the additional GFA in the club house. The project is currently pending with the SCDHS for the proposed sanitary system and its approval will be circulated to the Town upon issuance. However before the SCDHS will issue their approval, the Town must issue a SEQRA determination on the proposed project. The project has received a no jurisdiction letter from the Town Trustees and we are currently awaiting the no jurisdiction letter from the NYSDEC (copy will be provided when issued). We believe the other involved agencies are the Town Architectural Review Board and the Building Department. The project also includes more formalized parking areas which will provide in-ground and on- site drainage. The existing lighting around the club house utilizes dark skies compliant fixtures which will light the additional parking areas. The property landscaping around the club house is minimal and additional foundation plantings will be installed for the larger club house. We believe the scope of the project is minimal and the proposed addition to the club house will greatly benefit the members and club staff by providing expanded areas for the existing uses. Please review the enclosed materials and if you have further questions or require additional copies of materials do not hesitate to contact this office. Thank you. Sincerely, IS1 Poyer Environmental Planner LP:lp cc: Stephen L.Ham 111,Esq.w/enclosures Richard Strouse,CME Associates Engineering w/enclosures L:\Fishers Island Club\tranSHPBcoverletter04282016,docx INTER-5aENCE p� SOUTHOLD PLANNING BOARD MAY 0 2 2016 SITE PLAN APPLICATION FORM Site Plan Name and Location Fishers Island Club, Inc. Site Plan Name: ..wwws _wwww Application Date: 05 / 01 / 2016 Suffolk County Tax Map #1000-4 _ 6 - 9 Other SCTM #s Street Address: 20449 East Main Road Hamlet: Fishers Island Distance to nearest intersection: N/A Type R 120 T e of Site Plan: New X Amended_Residential Zoning District _n � Owners/Agent Contact Information Please last name, tnoilht address, number fiv the )eople below: Property Owner Corporation Fishers Island Development C Street 20449 East Main Road rose_ � :up06390 Cit ..._ YFishers Island State NY Home Telephone Other „ Applicant_ Same as the owner... . �_........nmm.,_ Street City.............w.. .,.,,—State—,--,.,, _ rp Home Telephone Other .. ...... ......... Applicant's pp s Agent or Representative Contact Person(s)*, Research Associates, Inc.) Lisa Poyer(Inter-Science Res Street PO Box 1201 CulYSouthampton, _ww, State NY zip 11969 Office Telephone 631-283-5958 interscience@optonline.net Other nce@optonline.net Unless otherwise requested correspondence will be sent only tot 1 he contact aersoii noted here. � Site Plan Application Form 2/18/2010 Site Data Proposed construction type: New X Modification of Existing Structure Agricultural ..,—Change of use Property total acreage or square footage: 12.3 ac./sq, ft. Existing GFA: 14,270 sq.ft., Proposed GFA: 24,741 sq. ft. Site Plan build-out acreage or square footage: a GFA increase of 10,471 sq. ft. ro osed Sale of Development Rights on the N Is there an existing or p p �–vele property? Yes No If yes,...explain. Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y X N If"yes", explain (and attach any necessary documentation–title report, subdivision approval, etc.) See_the-atttaahe .site-deed Building Department Notice of Disapproval Date: 03 /21 / 16 Is an application to the Southold Town Zoning Board of Appeals required? Yes No ✓ If yes, have you submitted an application to the ZBA? Yes ..........._....._ No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses, Privato Golf Club List all proposed property uses:_PrivateGolf Club, unchanged .,._. ........... ....._.. Other accessory uses: N/A Existing lot coverage: See plan % Proposed lot coverage:See plan 4,270 q proposed structure(s) 24,741 Gross floor area of existing structure(s): �mm _ s ft. Gross floor area of roL m.5 n � oLi Parking Space Data: # of existing specs 85 #of proposed spaces: 113 Loading Berth: Yes ... SeeplSee pLandscapingDetails: Existing landscape coverage: Proposed, landscape Wetlands: Is this property within 500' of a wetland ' No p P Y — .....�...�_... ._.._-- .......... ...._...�._, ..... ....�. nd area? Yes ......... Maybe_"_,_,_ �.. I, the undersigned, certify that all the above information is true. V Signature ofPreparers�� ° , Date: z Site Plan Application Form 2/18/2010 SOUTHOLD PLANNING DEPARTMENT SITE PLAN APPLICATION REQUIREMENTS SUMMARY The following is a summary of the items typically required for a complete site plan application (See the Site Plan Application Guide for further information &relevant Town Code sections): Site Plan Application Form Fee. Check payable to Town of Southold (see Town Code §280-138 for fee schedule) Notice of Disapproval from Building Department Applicant's Affidavit Agent Authorization Letter LWRP Consistency Assessment Form (five pages) Full Environmental Assessment Form (EAF-Part One—digital fillable forms available online at the NYSDEC website) (Short Form EAF may be sufficient—this is determined at the pre-submission conference in Planning) ZProof of Lot Recognition pursuant to Town Code §280-9 Lot Recognition Survey Prepared by Licensed Surveyor or Civil Engineer (Four copies) Existing site conditions(can be part of Survey required above), including buildings, pavement, drainage structures, utilities and the following natural features: o Topography o Wetlands, water bodies o Woodlands o Dunes, beaches, etc. o Trees>/= 6" dbh o Slopes 20%or greater o Flood hazard areas o Cultural & historic features within 500' of property boundaries Site Development Plan (Nine copies) o Proposed buildings, parking, curbs, sidewalks, driveways, signs, other improvements o Location, name &width rights-of-way within 500' of property lines o Location and use of all buildings and structures, including curb cuts, within 200' of the property boundary. o Show all easements and required setbacks on the plan o Describe all covenants or restrictions and/or easements on the property o Key map of location & owners of all properties within 500' 10 Grading and Drainage Plan with Calculations (if not included in site plan) ✓❑ Landscape Plan (if not included in site plan) ❑✓ Lighting Plan (see "Guidelines for Good Exterior Lighting Plans") ❑✓ Floor plans ZBuilding Elevations & other Architectural Review Materials as necessary - see the Architectural Review Committee Checklist. Site Plan Application Requirements Summary 10/21/2013 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Fishers Island Club, Inc -Paul Giles being duly sworn, deposes and says that he resides at 20449 East Main Road, Fishers Island, NY in the State of New York, and that he is the owner of property located at 20449 East Main Road SCTM#1000-04-06-09 , or that he is the Assist. Treasurer of the Fishers Island Club, Inc, (Title) (Specify whether Partnership or Corp.) and said Corporation is the owner of the above property, which is hereby making a Site Plan application;that there are not 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-of-way, 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 alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed Owner Signed ��-. 7' , (PartnoC rp Officer and Title) Sworn to me this day ..m :41 Notary Pu?iic _ �� G FISHERS ISLAND CLUB, INC. P.O. Box 605 Fishers Island, New York 06390 April /q , 2016 Planning Board Town of Southold P.O. Box 1179 54375 Main Road Southold, NY 11971 Re: Site Development Plan for Premises at 20449 East Main Road, Fishers Island (SCTM No. 1000-004.00-06.00-009.000) Dear Board Members: The undersigned, in his capacity as a duly authorized officer of Fishers Island Club, Inc., the current tenant of premises situate at 20449 East Main Road, Fishers Island, New York designated on the Suffolk County Tax Map as District 1000, Section 4, Block 6, Lot 9, hereby authorizes Stephen L. Ham, III of Matthews & Ham, 38 Nugent Street, Southampton, New York 11968, and Richard Warren and Lisa Poyer of Inter- Science Research Associates, Inc., 36 Nugent Street, Southampton, New York 11968, each acting singly,to act as agent for Fishers Island Club, Inc. in making such applications to your Board and in taking any and all incidental actions in regard thereto, including without limitation, completing and executing the required application and other forms, giving any required notices and appearing at any public hearings, as he or she shall deem necessary or advisable in order to obtain approval of the proposed site plan with respect to such premises in accordance with the Site Development Plan prepared by CME Associates Engineering&Land Surveying, PLCC,dated March 22,2016, as the same may be revised from time to time. Very truly yours, FISHERS ISLAND CLUB, INC. ByPaul �° s, Pale Assi ant Treasurer ACKNOWLEDGMENT STATE OF NEW YORK ) ss.: COUNTY OF SUFFOLK ) On the f� day of April in the year 2016 before me, the undersigned, personally appeared Paul Giles personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. ,y (signature"a4offic4,o,i individual taking acknowledgment) Notary Public 6�zcIQ5Z- Southold Planning Department Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: Fishers Island Club,Inc. Last,First,middle initial unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan X Other(Please name other activity) Do you personally(or through your company,spouse,sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes No x If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold ... __ Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); ----------- - B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); ® C.an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: Submitted this amort ay of 20/9 SigilatLire Print Name Disclosure Form FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT OUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE; March 21, 2016 TO: FIDCO PO Box 605 Fishers Island,NY 06390 Please take notice that your request dated 1'a ghtgg!y "!0, 20I Cs For permit to make,grprl,6fiows ssrpr9 dflNcm;r9drrqs urr +, Location of property; 20449 East Main Road Fishers Island Y County Tax Map No, 1000—Section 4 Block 6 Lot 9 e 'I`lDe prodr ro.,cd �a��1^adN,�k�.°li��a��r,a oa�u'��, �dta^ rodmti �I a pvmNv,al p°A°(wlu I war Authorized �iltw �a a. Cc: File, planning r Town Hall Annex John M, Bredemeyer 111 Presiderat n r;Z X43 5 Route 25 1�J�rc�rr�x�,1 9�,. Domino, Vice-President � , � �i �x 41rl ` �R O,Box 1.1.79 Glenn Goldsmith. � � i � { Soutl-.wld, New York 11971 r , Nich � a la rr llm 9ol ur o :pry:u Tollr p�lryone (6 31.) 765 1.892 I Fax.(631(631.) 765-664]. v BOARD OF TOWN TRUSTEES TOWN OF SOIJ"111101A.) February 25, 2016 Glenn E. Just J.M.O. virnetl Consulting Services 447 Quogue, NY 11959-0447 IRE. FISHERS ISLAND CLUB 20449 EAST MAIN ROAD, FISHERS ISLAND Dear Mr. Just: John Brederneyer, President of the Southold Town Board of Trustees reviewed the project plan prepared by CME Associates Engineering, last dated January 25, 2016, and determined that the proposed demolition of the existing clubhouse and the construction of new is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter ) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward o the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility o 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 temporary fence, barrier, or hay bale berm, 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, John M. Bredemeyer, III, President Board of Trustees J :d fa GTHUS W � a I��U : CONSULT k°OUTik LAWYER Ge:�GUM514axW�UM, N'�Sl� o r Bak vUMaf4a-^4tlWBS 81Y<8S'ti'000.UM@IhJI'H"SHOULD DE F.U.M S➢7 V 7 , P THIS INDEN'n)RE1,vn ad.as t ze ase day of. iFebruary ua ndcen hundred;and ,i.: ty y, y BETWEEN UERR RL-ND CORPORATION ' a corporation organized and under the laws of the State of 3elawara, and having its princil=_'! 1 I V place of business . .at #315 Park Avenue, South', New �orkd, New tr y_..:l- d'1v ! � � , lfiWtt� art of the first party aexd FISHERS ISLAND DEULOPMENT CQRfOftATICrN, a. cos t ol ,:: y r� ra organized and existing under the laws of. the State of New York, aFi having a principal place of business at #110 William Street, t.a, L, City, County and State of New York . 1 party of the second part, WITNESSETH,that the party of the first part,in musideration of a valuable sum in du'llui' j t �_3•i by the party of the second part,does hereby remise, release and quitclaim unto the party of the second psi the heirs or successors and assig-mg of the party of the recon&part forever, 011 , slr b_ tFMLprF:.,f dy,.l"u.z.ztl t':f.lurt7d.ayi:[h�.lss�9�fli�a`a�S�n faS�::�f"tyrrra:?�ats rlr rrkFF s a.rcc�6af ,;__ I ALL those certain lots or parcels of land in the Toaqta c,i Southold, Suffolk County, State of,Skew York, together with the buildings and improvements thereon, being a part of that portion o-0 p Fishers Island lying easterly of the following line, viz. BEGINNING at the southeasterly corner of land owned by ^Sµ Race Point Corporation, known as the Fort H. Gm Wright Military F Reservation, Mo t 'Prospect .Tract, on the share.cif Block Island 86,,i,.: -a or the Atlantic Ocean Cas said Tract was .constituted prior to tho oQ) extension nsion t6'ra;rpof by lauta a quiaition of additional lands itt arrrrW+ ry a � loss arc et ings ins f;ttuted. in 1942) and ,running thonce, northerly r o I I",aY:. the Nast boundary or the said, tract, of land of Race Point Corpervid�l,.,_ (as sures was Cr 11St,1tut,t d prior'to such eacterrsion thereof) to tho,, southerly line of East End Road (sobletimescalled Oriental Aveniic) C,- �ahicb point is the noakk)easterly, corner of said tract of land t l Point Cor Taratl ,,an Ca�s saama was constituted prior c �tc'h �, tert� o , � ther erx.0 , thence crossing the East End Rond and Loj i owrila t6Wa L� Course cast tht', i.4 ?t to the skaoPe t�af Va'est Harbor or Flsha!,rf, ., ,Ls:Barl, Sound; m Said lots' or ptarcelt of.'land being 'bounded and descrit.;ed pp as follows-1 iParcel gi rrn:lng at as ttterrastol"re on the Southerly .1ilfcm of Uh, araJ a aaat or�.a�l no d.., bcj'.aaap ing to Fishers 'Island Estates, Inc., i t.aar4;d: to the East nd of the Tslaf,td, said stone 'being 1612.08 feet tit.ut"I, a of apoin'L 'vt"hch is 33150.12 feet West of a. monument, marlulmg ta:ho aa, Qiw Gr Coast and Geodetic Triangulation St,eation "East End K;" (vihit-,h said "Bast End " monument is locat d on the suvoot of, the highest hill Ea 8t of Vast Harbor on Fishers Island, New York); and running, t�ac rlari^. t ,- As, tr=<I 1r'�kt Rha° Outh,''ri ° Southeasterly and Southwesterly lines of said main a81rY9.of aawfl,° data fcpllowl.ng rain,, em; and distances. (1) South 81' 391 Wps,'t 218.0,1)2 feet" to a �oi.fttl ° (e ) thence South 86® loll. 101° West � 179.1511. feeto a paint; (3� thence Southwestwardl'y (following the are d ° inirve to the I aft w whose, radius Ys-425.15 feet and 'tb6 cliord of � "laif Rt 413 4 feet) °° al f+trtaean of320m93 feet to a point- (4) � Itaaa ea ".,a.at.ttl°r Fu " ,551 1.01° West 168.45 feet 'to a point; (5) thence tOlithi,rosstwardly and Ne,rtbwastwardly (following the aro of a curve to t tae t i2ht y r"abo so radius is 205.1./ 'f set and the chord of which is 27tlr,, ;9 feet) a dictettacO c2 300,01.1 I"raet to a pointy and (6) thence M1"1 t h 53" 2t.11 x011 West 1.50.52 feet to a oint which is located 184.1.,5 f et South of a� point, Which G is °t536.42 feet West of :said monument tl1IINa st End 2°"a thcnce along ong other lands of Fishers.Island. 1 tatesn Inc,'. t Soaatla 3SW" 37° 5fi°° Bost 243.70 feet to a� point at the 111,gb spa et r«axk on the sbare of Block Island Sound; thence with the meanders of.said Sound following along [;he high water tracts le thereof, (a) North 82" 511-1618 Aast 152.83 foet° (b) South 60" 1k 71 501, Fnst� �} ¢1.14.87 feet; (as) South.78* 561 501°.Ra st 240,9)-j feat; (" ) South 190 571 4511 ,East .548;'52 feet;* (e)"North 38`° 441 10" East 253.03 feet,, and ' (f) North 240 471. 10t8.East 669.67 feet to a ;roladt; thence leralrinlf said high water mark and along other.lands of �Ib"�i "hcr,� 7al.aaaad F�slwatu"a° Inc.m North 15`" 531 50°° West.237.67 feet to the Parini sof" Isegtiuiing rons,rin,'. . eleven and ninety-two erne-hundredths acres, -mote or less; �a BEGINNING at a merestone on the Northerly side of the main arterial road, bblonging to Fishor's I s7 artel lstates, i n .„ ° leading to the East end.of Fishers Island, said ,t,crate being 1%32.92 92 :feeet South of a point which is 3495.82 feet West of at monument rorarking the 11. S. Coast and Geodetic Triangulation Station "East End 2tl1 Which sra fd "East End 211 monument is located on the ;waurtit Of the highest hl 1.:1. East of East Harbor on Fishers Island, New dos k) uunn nI thence along the Northerly line of said main arterial road Alie following, courses and diUtr3.ncev®___(1)- S66th-810 39* fagot "i;;e a ;bin't ; hnd- (2)- thence*"South 860 -10° 1011 West 173 8 f 00 to a poi.hi ; thence along other lands of Fishers Island Estates, Inc., the roLlowlrp, courses and distances. (a) North 3* 49' 5011 best 128.40 feet; (b) thence North 63® 261 5011 East 251.95 feet; and. (c) thence Sol)th 06"' 201 r)O,° 'East V�1 220.40 feet to the point of beginning; containing one acre, more or less; BEGINNING at a point at high water mark on the Southerly shore of East harbor, socalled, near the Club Do6k, said point beim 287.51 feet South of a point which is 3428,79 feet West of a monument marking the U. S. Coast and Geodetic Triangulation Station "East End t 21° (which said "East End 211 monument is located on the summit of the highest hill East of East Harboron Fishers Island, New York) ; running 16, thence along other lands of Fishers Island Estates, Inc® the following �r courses and distances: (1) South 300 281 1081 Fest 163.66 feet to a paint; (2) thence North 58* 591 5011 West 84®20 feet to a point; (3) thence South 62? 40° 10" West 179420 .feet to a point; (4) thence North j 86° 401 5088 West. 62.08. ,feat to-a-point at the high- ter..mark. on the F-f, shore of East Harbor of bong Island. Sound; thence with the meanders of said East Harbor following along the high water m6rk-thereof(a) North 22" 15.1 5018 West 116.54 feet (b') South 79® 031 50" East 146.54 feet; (c) North 41* 571 3011 East 169.85 feet; and (d) South 73' 05° 5011 East 156.12 feet to the point of beginning; containing ninety-three one-hundredths of an acre, more or less; �t r !� BEGINNING at a point at the high water mark on the Southerly shore of East Harbor, so called, near the Club hook, said point being r 298.23 feet South of a point which is 341.298 feet West of a monument marking+ the U. S. ,Coast and Geodetic Triangulation Station "East End 281 t (which said "East End 268 monument is located on the summit of the highest hill East of East Harbor on Fishers Island, New York) ; running thence along other lands of Fishers Island Estates, Inc., the folloVing courses and distances. pi ��"e1i beFl,7 qi"i . r r W'W Pk f/ (3) SCeut h 22(' 3 L" W(-,,s61-150 #';wet to o J)(7in t; (") feet to a point", �P�1 U'Je e `orrth P18" 141 Faast 65 ', 1�udt 6„ POillt, pail th,1 .a-Prc80'Utb 1")8” 23" 1�j I, 145.80P Peet P��a aiat`a .fl 9 thence Sotflh 151'5" 5V 11a2.90 Fret to a. 'MA' 11 , ra,e" 91 Nast ?30 0O �eel; to �a Ps"O.in9.� ars"l (�1 thence a �aara"tls a�Td �i .,t `c r p9pl f1 taa� a pa�� art �alra;�'N located 91)1.64 srdlF a"aim which As 28?tk,l.� Ar.�e�t; West of said 'Tact End q2,00 morruari6,11-. 1 u r:P t'herrce along l aau"OP r o1 jjr;n ,� S Coast Guar d North 2V P+9" W 0 `a 1+02,31. feet 1 'tr" iawr iron pa in in a large boulder,, at the high w l' � t, p mark on the Shove o1 Rtsk� pparb6rr; thenoo with the Meanders or ` u. said East Harbor and following along the bigh grater .mark thn� o (a) South 860 46, West 178.70' dee-t; (h) North 650 37" West 1.`0 ��:9. ind (zs) oath 110 01' West 197.02 feet to the point; of feet; a. ng;. containing one and sixteen one—hundredths acres, more or less; BEGINNING at a mervestone located at a point which :1.,: 1. 56y9 feat North of a point which is 1074.14 feet West of a monument marking the G. S. Cda.st- and Geodetic Triangulation "East End 2W1 (which sai� "East End .201 Momme t is located. on Uli . :rnrMMIt caf the hlgf`u+ hil.s. Fast of Fast Harbor on Fishers IsItt _ NoirYork) and r urrruing thence ar1ovi Par`."ds nov or tor9PXa'r 1,yo[ r W, McGraaar S Uth 63r"31' 1110" West 18,6.83 feet to a pe"tnPi ; ) jift thence along erth(,rr hails of Fishers Island1 taaPses lr"u phds 'ol�toaeaing three courses a nd apt stancev., (1) Sol,11,1r cid O ;+1� 4on' 1x;4.00 :reet to a point; (2) thence, North 640 171 0" 1"""st 210,;� , to a point,, and (3) theyace Nbrth 1 351 0" West, 150.40 thH point oC ba"agp.rrninp; containing sixty-,severs hundredths of a;°. acre, more or less; Together with a1.1 they benefits of the rigbts, pr1viJ.,. and easements conveyed to the Releaser by deed from Fisherr 7s1 Estates Inc. dated. Septernber.° 20 1948 and recorded in the Op°fL2.... of the dierk or the County of Sf f°o.lk in Liber 2.876 at page 4.w u ,i fp �V dlf rY.i Wi r v cj aaIF ' I� '1OCILTH R o'idl, ulf rag hi, title MW iuiterrst, if :oap, of i1ic parry of &Baa: firs[ praut in and to any sucsts and roads ab;u uarigg that above described premises to the center liuo-r.S e6rcrar.ofi„ r ; '1'Of"mF,'f°H ER e itis the ag'purtmaaicea and ad the c.st,,fle and rights rui the.. parrfty of Ittm first pluaa 'Vn rwnd to 5 aarp Ineri'ui,e;s, TO HAVE AND"'M U-£Q„klt«III) t4ae premises herein glrarited unto the part,), of tiic second part, the hear* ars sarcrc,sms and assigns of the party of the second part forever, 1� I i GI 4 _ Q � J, SAND thePa }of the first part,in compliance with Section 13 of the Tien Law,hereby covenants that x17 W gisi tl Y'„� the first part will receive the considegation for this conveyance and will hold die right to receive attach coirsid j oration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply 54 the sante first to the payment of the cost of the irnprovement'laefore using,any part.of the total of the same for ��” I�any other purpose, k The word "party" shall be construed as if it read"parties" whenever the sense of this imdentwre so requires. 1 , A EIRIFO the party of the first art has duly executed this deed the da and year first above VTC'h�1'll`GaIS V9/ A e e p y P ) Y avritten. 5k'ERRY RRAN.D CORPORATION Tri r�xsssnvrrem oxr: � 11 `.... rAttl s . L. Bibby, 11,es ,d011 u o Remington RandDivision. of Sperry Rand Corporation �tl3(V ,ii� V ., Air _. ; �p o UXCIV8U1 FddO1W THE MINUTES OF MEisTpKO OF BOARD 17F d1RE,(710RS OF Si%V'RRY 6daN:YD CORPORATION 9U r�.p�W " r RESOLVED, that the officers of .this Coirparora.&ion or of Jtm FmoinLian Rand Division e and � uo1erro is heroa� anthou azd empoweredadau�a �cd �� and on. Y�ohra1.f a f thi.,., Coirp o raa ti.anna to rmak..e , axe cua,t. axad de liver t o GD.. 'JL a w ire no a Boge rr t, j rrr, � W i 1.'1..1.arm G:. S i d gx w as;y 1, J , , lVil.1'ian'a. WELX''d a^"erShil.y, at al.., for, aa. purchase price of 50,000 , au. aBeed of connnrayannce of a111. the r:i..QUht, 'ti't,Ae and 4nte'rasat o:U' this Corporation a.rn certain lots or a¢.f 'pa ra x^c e l a of land M1'.:en t h ev Town of S c„o v..n to h o 1.d, S as:.f'f c h k G,°c u;u a'a t p"u Fi';nate of New 5onp¢, to@�etPnerr° nwl.Lh the bun'i9dl.nige and improvements thereon, h ,Ina(; z part of that portion of to' Fi.epnmr°y Island tyaunt; a an±ox 1..y of the frm:V.➢.asrrsing land, vr.'u.,a: Beginning at the sot.Ltheasterly corner of :d.and cavrnned by the United States, i:.nown. E.is the Fort H. G. wriU„dat Military ',Reservation, Mount Prospect Tract;, arra the share of Block Island m°eund or than Atia�ratda ficaa ana Ga ^std Tract was connet.,itar.ted prior to the extension .thereof by the accyaad.r,it:ion of additional lands in condemnation proceeding,,,..'. innnatitau.ted in 1942) and .runn.nn.ing thence northerly following the 'East boundary of the e.m.id irract of land of the United States Cann samgre was constituted. p prier to suchw>:tenned.an t;dneareofd 't to thr.e cauG.h.er.°U.y d.i..ze of East 'EBd Road tascarmetirmes ca,U...Uend. GDri..enatra'.U. Avear,u.a.eny and which point is thL northeasterly corimer of ^a'aid tract on'. 'iaa.ind o the uUnited S ts.Ltes (a„e same was, c ons ti tuteeA p” iou to �aurr Yr i.a t ana,:dcn thereof) i'taence�e crossing the 1 U' East, d r)d lkoa.d and Coll-owing th.o same course as the fast to the ehot.2 of West Harbor, or Fishers Island Sound; heiyi the same; pneum_nrauaa ¢miore particuna_atarly described as parcels Nee. :D. throug,'ha 5 in za cerLainn Deed deu.ted the 30th day aak." 'p June 1.955 between Rentiangton Ra.nd Ino, Grantor and Sperry Rand Corporation, Grantee which deed was recorded in tht.,, Office cf t,ha a3 G;lcrle: of ,Suaffirik County a . tb.e 29th dray of July , 1955 in i'.i.ber 3039 of Deeds at Page 48g as un ed is iUUpB"d'HEIt RESOLVED, that the officers of ti .is Corporation or of its RemianStona Rand ADiv S.a'ioun he, angd auach oh tlie nrn is herraby a atdncu,i..zPd, anopeowe red a'nd diYecto four alid can behalf of this Corporation make, execute and delivery other inatn°uanme7mts ininwnwriting fon the consummation of said transaction and to do all other th.1nua necessary rare uencpaui,site to be dons ixn tha.e ,prrremiisew and n� .pU I I f r� I °k f` 7prr �iJ) a f� 1 p' X; rw idB(cY.�,n�� ,P�tiIpI"PC�ER C8Y'�t&CST�.,"OFISD, that all ni� .°.A-ntbmnt, ; to he v d 'I. and delivered by the rnE'duvaz.'u'.r of Ms Cois]sryn°ationi essa oL � f its Ltarnuatj,tonx Rarid 1)ivi vr071 p V S r,Cy;,air1t t.^ 0.he au,thovI'ty r nx rn 1:e.,€.@ lay .L Iu e: foregoing v c*.,,cr V as L I.ea rr. AM n tu..V. L he:r s to 0 y j rr c':'t C'cn a tho aprpr:°ova:.1 of Counsel of thnna t;Orpor<ath_0111. , i 1, Ca J. 4p I Is°M&Y', „A:m a p na.r o.V r c c,c t 7 x,p of ll-^li?a t pr.S" RAND CORPORATION, cute 114t,as1°pBi CERTIFY '4'.1ra t We Lrrreg Ing is sa '"an a and ca,r ra¢ t c vpr o' of aesas:luCLonea duly adopted at ax mc .a"rr4, of .I Me Deacxd of DLawet,r,rrss of said Canyon<a t on„ ¢panty cnLpasd rind Ir.a .V d on the 28th day of Septmbev 960u at nmdua¢.h meeting a quorum ar: asarua 6.efn� � rtnraa,e; was tit ?) y � Iv�aa r�t i c_Y p�r<u t.e d as rn rI �t„'art as m.i d r a.s a 1 4 a B L ca n ea.n d e t''L a�:c p.. ry� IN WITNESSWHEREOF, % have Inwsxa1.ar visit rrvy 'G!.r',raua1 ansa'L We ex ear,¢as1 of said. Corporation �t.h ti..0 7"��'�1 vk an.y ala t' uG°"Lula y,"Ak 91.4"x"y 1961. m .. A z a: ra":<r rn t sea,u°ca ur r y •to Nil I� c ii i �n k. f mrAU OF NEW YORK,CctarNTwr OF �STATE OF NEW YORK,ccr"sualry oF 0 t1"n rh'o:° day usf G,:•f.oui' oner( t".3"7 (he day of p";,. e CO.,lr¢:rrs'arn°akl)l colice crone f Ohl ',', Cry to alae known to he (tr_ s.n individual tr ccifir lnrb and who to [Ile known zr. Ar be ulre: anaafnr,riaaaV l ri.!a Uewcculod Ytic firer a"ny; instrument:, and ackncrrvlcd;r, cl that eNe< aed the fare big enn,Pu�a�ronniew 'and eaecarhtrl the saanr'., executed the sai.ale, rJ Pr r db I fa it ab STATC'0�NEW yofm.V otB9yYl"iF or H ea or It sa" STAID M NEW 1'PpM COUNTY 04r +,ra r"r ()n Ilse d 1 la liv rro" f eb mt 11)6.1 , l r `r:C, d o l :mTdlti r4me 1�"�LS) .�s„ 1"31 BY Al^i. rcsr" 1 81 l� �a� �� "nnt: I rt 11111,teal a 9a Ill;l lne llw il"11n did +N'i rw' II l plat l.la ai1rin)t WR6""w :a t+e "dw Puna el a ae pn uaa qa 1l Ara ar„w u9+, 11 kx no 0 b Han eor9lr"sr Ino rrorr Illy br f"m9 nl”s1 s I91w ke.reu 1, n. Iry 9��1��d7�b Cyg9 E� ��Cli1 New York �r tn> cJrrl"k l " unb"1 rnt lklrs "c"W7R r�1 64n1r"s y rrad, 1 a e4dRrahtrp A Rf:"It j,rigton Rand Divislon of r"arts �.lr llee tlaa wvu ho 11rkr roll 1,rku � rd"A ruu lou` rllband rr r a_xac7rtea Iva 4+"5aa mane rri„ urrtl r"Y alcor 1+, ^" r Y' f s r" 1 r.l la i ''I"i tsePr ,.urre Ytr W r,rael: qJ a6 art na e aey"1a sera 1a 11111 the he a.a"t9"1 l ut a+tel a°Irt°u " n"e.nl d r t+It r v ^,+ tl l •9lasrrruttt Iti r,ttalr earpl"r�"rt, 0; tlllt 11 M+'.r, :e" th:o 1"e s.rul srrGecri sak ecu, wlI Err lkel Iry rrnrl ark ihwhrl arsi 01, r,71 lark e�a 1+ale.th; s"an" ,md Ch rp ll ,aaal 1 , u}MA :IurIV CJil,nl dl Parfow4°'9l rnrala+ldll.lvl_� %a h1h, r`aprlal. sl All, .amr^ it"rlr stnl""tr"9url 1r1, wCregl^ Al; nr,p —U` L, am ..�' ",pv x r~ d res r 'F! ro r l yblAnK1 Cp 91v rld=: s r W i, a ° �ari�a��kL.r y �abI��,c VATHIOLN ro(:mex�� "° % Wtapmgrv�q rlllr. U ,a1 y pa ,. E .rc 'wl �dI u...� 'kpau Gamy F�irl 16�Ctatm 14 UrAN yatl �y, 1 a_ 49n"dll 9.Y ,"run qg wIAAI°�4 V11 6r r 1 tl +r Y cl", 1•... G'.1;Ip1w 9.�,�90�rs�k0,a Ir �)s� , .�,.�: 1� } Ca Kay � �. k•..� ¢a � I"J a. V a'a q a C 0 n Olp @U� al� � � s�. ^°.� IU1..J ��441�1�`kVl �,'•�. �e �s'nY"�:� J,, a=r 6 2r�80 -01460 eaGE G� U R.5./ �' ..,:::��sr�r.: _..,.^.a�'u^:w encs;....ru-':r�m :�xatw:,•� .. THIS INDENTURE, MAde the 7th day of D6be*bery J�ineteen hundrea and sixty-six, between. FISiffim,.TSTL WD 'TATE ', I. .j New York co •®MUOA vi -its , cipaal• lice t 14 East 52nd et, .in-:the City) t ty 11d S t 1. Neer 'York, hereinafter call, d `'the' grantor j rty of th ,', , '• Lewand IS1 RS MSP' + ➢C '�� Cd�� DN, a„�., ti yo?r corporation having its larincip&ko ice•� l Chase Manna tt n Plazan the, ("aity,b County .and ;Ptaate of New 10 hereinafter cal ad the grantee, party oi”- the' second rt 1 l"iND;�t `Tit,; That the party of the rirbt part, In � IPonsideration of, One Ruraitred D01.14r•s ( li£i0 �rt�}.� �awr�"`��' oney, µ u. 1 of the 'UnItesd Stalten, and other good andfvaluable q nsidear�� btion Taald �r�y the Warty:; of the seco„nd, part, dues km r�ebyl v �'Hrant, and release untrr the party ofthee se�con part, its � n succe8sors and ap,sjmforever). � ' ALLthat icertain„-tract, puede or areal ai' land, � together with the,buil'dli;�S and improvements thiereonj, sit'u ate, lying and 'being-in the 'Town of �Southold,w dount�a Suffolkand S tate of New "Yorke' and, being all of at Ngrtlon of Fishers ers siand '�ly�t.n Easterly ,of they"f Iow�lrig, line., rrlx, � , BEGINNING at the Eaaaarthea.st,erly coxrAer of land, now .oars fohne rl y owned 'tri^' the �Hrri tedE'D ;'&te s j kndw�n s the For, T�" Wright M11tary Reservation, Mount 11roa ec.t Tract, on the shore off” b oc r Island' 'Sound or the. J%t.Zantl.e Ocean (,ars said rTract was constituted WrIOT to the extension•thereof” by the acchrirs tion of additional lands ino6ndersx9aation proceedings f inatit ted in l91'd'2) anal x rining thence 'N'ortherly 1"o.11ow g of t„tile hesT�a�ltrd tates (as same was eonats�.iute'd ratite tt�oad a'� .x.. of the aaid t;,act of 1 t,herdot to the southerly 11.rae exteraalon � • u , (sometimes eal lied Orkental J�vetaae) land + hlch'groin' ' J-V'. the f rner off., said tract' of land now or formerly Northeasterly do of the Uniteit Stated'(as s me was, consti,tdt d prior "to rsuch e tenalon thereof), thence crossing tkae East And Cid acrd ` • t,"ollowing the sa,aie course, as ;the 3,ast,to the ehore Of Nat , " Harbor or K0hert "47:celand ALSO all the right, baitle aria` interest, o tTa rty of the d irst� part it) arid to thaW s. II island in t ^ Utkti+c, Ocean.'1.yin Ea6terly of, Fisher�a Isnd ano known as Wlrs sset, x Tracts pieces."Ker he 1"ir t dea.rw rl tract h �"oTowi ' ids • �d�'flj�"lNrtl t'r`orru t � � parcels, of la �rt. ^ .•. P ; �� ter �, c r` Iie,' �plvo�t , of .a�al�cI a:�e'v ecI'1n31.'o� 1 ,�aa�o®�civaCount d n , r^ ,cr dei � County a P� rxp` f"ol� 9" g • ��a s qeed,, E. `111. at 50r� to Brite States, ' e L dxrtez7 Ooveaa.bx'�� 29, 191, r^eooru".ier� ka'ot`°uar^y' 6 ) 1 1§B`2,- 9.T"t _;Lit,or ��1' of 1�eedsr, s"wort date d May 2 ��: orf J,-zr . r 1 1��, its Aber a,'.r7 b f Deeds , y ,ae a ^ Deed, 1hza�..d a r� I z t �a 1t i n r its, c I. Fwex^r,� a r ," tfa 1 ! 1 .i t , rrz��.�vYrJ�sd .Jaacl 9,'1 , f tr '1 S be j) .� of fir"� , &)��e l t4 `M1 9 e r r Beed, Wa�.ton �1�.xrprtsot nzf I� , a lr..'1 �I•� ;1 + ` QT1I.fC'Mix'ie:,.dated ��dx'y' d�� X°Il.8, Yk"fiCJx"C3e''�. J'Une :fir a:a„f 3, wace f (f� ” T. ff. a1 rr art, vtr `its' ��e cr Ited tz°tart Lrf.� yq [ num,eped "Q, ` .(; 63 �,1 61, 7C: ani., t ,' ': is °carta'Sis a sLt lata 1 . 1 talo as ext a :.r L ltr d„ t od by Ca��t' e c�i��e oared F ranxe > °3,� V.,0r C f � b C�sandler a 1r .er�, int k.r;w tr, in 1, nded t:, Sa (I Cleft a Of f Ma a 1- o ftp land' t or e dybl J � 1 ,urc �f r�I 1 I-e!S rf LtsNo �e0 .to France Ettmhe ri e liedp �y ec�d dol tri 14aly 2., ' 1877, .eCl. rdvd .in oald i"lvx'k£r Ofricd—,1'V.1,.ly y ��V� �� r�,�.�.�. r ash,,,) of De'ed"S 1a1,,-F! an $'+k.^"'x"eG�`oLCkt"x ",$`'Cr9bt r ,p I .� .&•1 , t.T c,'("5f,1 t?r�^�'')d.etJ'�A .Y.�ca};�' °iClae g '�I ��r•��i; �� E6 G' Xud E a VVV ' . E �e 5 � 1 C:GJ, �x'"oto �`�"e' 'i 5.:'�?i$ 4".��t'"L°�.�3�'a' :$�'� the part els 61, It nd, q.dra.veyq;d by' Fishti.rs Ialu•nd n ora tion ,t:` w p 1+ `the ollowinLr deedv rt-rord6` in $aid'Cler,"s Of ice aslfpllaw . n Date a r•bate. o> Liber and, Pa Gra •� �� ' " .. r3te@ 22ed iRe,cardiaL of H{ L`ai �j' Elsa Hoxsey Abbott.. Tari®27,.1328- Feb. 1 � `,`,P+ ,.� � � x r: �f° ' �" � a'' �,•�+ e, 'Deeds,. v. 1 'rr + en x'y.ryd. a ley Cc.t 1 0e."f , u ,. .;I. L 11,0111, u.t �F H •tib 4" r _ �,� ' 'tti� t;er��r�,e Pomeroy ' rfa��.;� . , �„za��ef ;�t;p,r.. f+,��1 t2 � L. 13c;,�Gi os 17'Artholornew anti Deeds, Eel ert, A ehetH C2 N9va14 1f 7• Uova2r;,1 m27 �j 1,e 1 1 Beods, TJo 22 Irl s u C1 x'"enc ,]"r',Bean!ett' July ;�,ly2r�. July 26,1--4212F3 of 4 irld1 2x11 e HA � C7eedn,�1�2 P.",t � An k t - ^ Dorothy, hento rT Jurie 1j192 Auj 1`t27 e B 12,Hfa cU' Deeds, 'pmli�i �' � r Zd-1th B. .a'%t*e Zune 25,1^a29 Sept-17,1")PIS 1 144,7 of [ 7" i o 1 Def;d3 17a1.5a t � � a „ ^ � a 17 ; I� I � r • fi n � %1 J 13 ' [ wm 1a4WwJ1WwWyEll,1*2 �u t!T L �M1�*+{ ,! ^b, J,1 ti, ,„7 r� h C) Gi. c��a s°:L ;�a� ]'T.rrTc'-�,.1,:1 ��i r.a'�. %�a��, �; � r. rwl,rz ' . 1 ra riF x1 Tx °b , ul rH ' G �y s a , 1�a ,c tTlarl l Cm. TTaTT ,x, .'1 1 .;�'T ly. 5, :1 + . � Ledq jo,Se1a1T` 'Pt 24,1'92t, oct.1 , 6.q 8 1' '�" � "Bowel , 1a1.'� r p,y " E, �25,18 Nov.2,.,19 L. 1 i and C, 41 d xwa 11 a , � a�1ad 1. .e 1• x d wa 'G „k1.e� � d . YC �41 Nov' ?N, 1 Feb �'j y 19-3'21, ].b � � � � d y V S Andrew11i^ s,xsrr p " T e¢aaa'T'1�.;a n F3aa<rTwr�� `t� a 1 � c � 1 ,'. e. 1533 Q �. Peels, r. Donal�1ss�r� 13r��rT a v,,,12,1930" r1aT1�•1,�1 A 1930 � 1� �� P. Yljr, rrTel:cl �a �rat� OC .11r 42'9 r aa�rM�1�� 1 ,� ��. ° f DQria1;ca,�caa�. .B1°`owll' Sept 16,i,931 an. 2,�1,*, I 162� �, (. ' ,p.7V,1 qj 5' �leataaa '111ca"1c`.1.D,13 T1s,„QTwn JaT�T.�„1,,); d , ,,. 1ga1,(,1gw K ''r,^ Yes M7''Aly i.9PT T: 6.3 !„ '1ai T a' y1r6d 1a _1H¢�g th ° sarsa 1r�T1cdaa1r� 1.d '� &1�at aa� ,�ld ) oaf.` °. Ia Will',and 1'r Ca Tn t. f` W a id 4. .°', �� „ ( TreaTT:d -to-, �g,fy "fir �1c�a1 tsa1 , i fd• Wa dO Oera d,° 1)xYa aapt a�6ts d axnderr the-1,a 1.1 : � of,VAldc .' D A tf; d pgd.p ,tor ,>t Island. $�1$46T t 'Inc jig",?' a . dated,,- t„� r r „ nds , � ed� lwxer,6arbp 1w i 193 " L1 er'1 88 Or, 1)T*edu N xd bi X h� F� Phi )flwr 4 d -{ ts, d w °�� VN �[ vM '�o 1 ! Vinn 'I{{I e � I y s r ii gg �t g ! .iryJ s r ,. J I Y �� h jg 1J MKMqqnn t Y n` yfJ s� �WoTo-Amon", �$ W l ` ai4 hi w 94 ;', ¢ �: C? '`' $L�,'„ il, '>��CbI'�'11N�,fl � ky' 1 {Y i�S'Y p[ div C�� r `I �r # ee , Arm , � I, �� k 'I"'i 1� rf o Y +1 [ 1 �f '��I" � ,� �Y s w 4 J � ��4r� ��," .�y �`x a :I. Y1�3 sell � r i ^ 6 ` t " .Cb 8"'� '3I y,l"k C,, �J'L'bM' 'x.7" C�G6�tM� f; i L 0-1 ^` F :, �.�,�. '��a��cY,'�"S,i s',� .�Y"k4�, � � �4r�i� CY'f�, ��4 vykCt t I + 1 r}N' 1 beA �a rr dT7 [ ^ �9 p 11"3� ,I r �ri Ng a 41f 4 V bl KIMr MORI T➢ C U1 � �+ aY ��C Y� n ' u J �N �' �; k it d`�: �➢ �'.� @�, y1W Sion x '4 4 J+ , [ :w i4P d ti � 11 " gra , I tOw I l ", ti ti y � w'I d 4p�m+��ihw� � �T�� 'Y��' Met 1� � �w� ��g t. war "��rrww'' II' I � 4 � 7v In � ti ,M dJ. M s IJ3 Jar F. 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"no r • + r r PRdQ V� d a � r Ptr Jnr^ „m L'" ✓ .n I , 1 qu,�y aN `N I", Dead « a Cb CA 1i 'y Vol, they qt.2 r19 4'6 O v � � Ter � � O_ r bF � w„d NOVx24"i9w Der—1 John 'Hay M &t +y r a i Tohi" Whitney Davj,� WIlm"erding c.2,911953 0, 4rr�a 1lzr� tt l.kal 4v.29 1r . , Ray. 9 Barbara: k 1" cl 0v.1X� 1�� —� ltw�l�� ' �� t t�a� ry """rvvr Af r PeOs ; " The l h rarl tit � ..t a +,., . 9. ' t k�e ,f t.. fart,,t�.lkeh'i-b thfo Mt � $ �� ; 1 s s�tl. lr stitut-bd,lx� i h l) t � t k t,'�,Ea,�t+ � DI t "'O New �'Os � ti j t&tell, or, r neca,,, t��G1 Y"t k1 9P a r � of ja a oio o .30,°at ru't4p d .C6,Lxja.ty" of! �a,�1C�"plk,,' ate Of New,"York-„ ndan is o ,- cw �� " mak r�t tea " lan para fit x st ira,'�and � la x�� cul'Arly ed 010 &nt � ars brd�rst4 1 J,kx Sao d f �a� w ��1 t t .te rt tl ter ( w C 3 bpi 0 t oxo l t tax t ` t +t „ I rz.3.tell, tkte" i N, � �w 7r�bx�t y .��t w� � "� t; � calx ' rtlt&a "Ur t `t �'. �Aasalll t ": i� f 1., r � •'o , , a C .qir � a IV I t d t k�t 3 "�"T . 17 0.4 1 q oun ' t w� " 1 *A k T" w t u t of Siff "ol �4t b `of New York'L �� a��"f1t1CM m "y ° < < York TrustOmpar I f a t �� r , . , e t a li d: b x w ` ah b ' y ' dsa, t Jnr ► rpt arta -thy ��a�3 � � i" .� � Awa Nay.&7, dPt 'ti �y ��, 1 aid. to 1�e •t Off „41 theClerk : d C a .�a h aC� t ry wan, recorded' S " the C ori rel: a�� 61, j�,j�h 3 .'1 113 lib r X2 9 17 r�tt , ' 'sgri, I 4 r. 4 K M US(►' f (( j y J 2 i ` s. `" •.. °rte ^-rc � �,T^..,.�-.,.,.r^. 'r...,..-�;,s�r �'.� es>I oz i Boa uribees ' rst "�"kres aenz��,t �"` ��" � ed by C re art thea r; rat part to -th6 'bAwn, er1^ ��x t�id :by riearW of dedlcat.l.arr� aiaxted hiaar,Y 1y � I z�. , •rµe a d i.h 4 ' . raid Cle a Oe fie, ojj, Goober ,1 a ,in telex C) sr r itd anitiaon eassementaa gerrsve ed shy the g "T'l�ie� r�ty � 1, �. ni* the irat,p x"t hir thedentarx', , Aa.t�^r1 Jul',� ",?4, 21 I� � ode.tratr ear, P i'�d ��,^ e , Mrarn,1 B, Fishers Tai�d° stati, Inc. aand - iaherxs Inla d fYev trapmetrt, Corp, as `tht party,"ot, the first teratand.A red t a ry F gip+ n ri.en ' w ' e ¢warn, Fisher$ lsiarxd ystate�, Ian Xnc, and, ` :ishe,raa Island rw.ye applent, CO17,, as the p!tr'ty said Necondpart ; of the cos Dfflc 1x e:)temtern Batt j)y tcraycei 52�3. #� , e,ds; 0aFe �59. k . ` lxe propert, easements and r'i�„k�a:a kyewr�et J"a e,, . . at ar r� s C a dratiwrra y dconveye� 1q, thgparty 'Of T,116 sed daw d, even dapa r to �eaehcx �r tly If ,^ atld i:nte'nOed ,io be recoxded mins acrid �"�es^�tss� ��e �rr�ar to the eoAjrjg, mreof. w ' ' Ler 1 rxe gra tea tr the I �aer eaareerceat i"eax° a wax« � r ter off',the first art to��7o&rn W. 8isrre�s to r died dated �� :Ger4her MP 1956,' ' IrWease ent i"er a pipellca t"arx^•w4ter^ arld I' araaj its, i"6 '�he t .n lisrs•i.nn of e etr3�c 'f-u�;� ent �rr� � e:Loatrie and tele bvn4 i irr,ea Kxsnterd� brl .;a rt ° of, the rArst part-, to Rllew,en B. Robb,,trja r)y-deeo date•dl Isar aa"it 1 3, 9-65 T06E,11W, witil aii oaaqiuenVgs rights 61" vtay, and r rights aced rivii.e e$ wehat;soeve ,r�^eser�vaq b�� c�r� granted of to, I� , and. i.n, de*dd,m de h whether or � r»P ' reccrde�� the he drat rt�cnntai ned iaa _natM: errs a a9, and tog " reerayent in fav � I part!( h' t n a� together vri�th a1;1 cxrvn ;aa°as� �r• e r'tv Of the 'firat.part or, the 'part the fIrst �rrt, t rw a-arcs acrrd cx arraigns act forth XD �Said P9xrlrtxa�- p 1�nta df 7-ecord' and in, eedo made tri it.,t, het et or� not c'orded., , a All tkrcwse vee tai n pieeee'OXI .r,^c a a kauxs! si:taat e a ,hem t ' 'shera Island in. tie Tow# of, Southuld, ti t` o .tisa Tari 1 t= of New,York, Anvey0i by Wal te” i �w�xOr� to the pa , . of the dir t part try d°ate, a�ated. C „ 06tobar, ', +O_� r � r c.drdad i.a seaid t.iexr r aI ot ire a�a e ^Wfflber 6 1 ,rC in Uher, 3148 of J aMds, paged 555o ,5&1d F w deacr:hed �tnii;rreaar V � ca1a� ;"heixa�d�e�d arrei t PARCEL' £�I IM t o st6ne a u ent�'�e+et n 1100 gaste�riy d MrOtho �a.d� dr°t emit wide,, aa,i.si car* rrtw b'OWr si �teerr"qty and for,�ty-ene hra dr dth:6iyet '�exat aY a rdef" tdoxts .a � d acrd aewrent rd wrr 'Coast ao aieh ,ia t r oar �' tent harry.-than onu men i the n � "i`vtw,s�.ati6n, station '"dr a�° rt .�P° � r i 'r�r t is 10 at on the suit of t)W h�i Sh t � on Pis ry ,1 gi 1. rld ti 7C a about two ani bne—q ter ilfta W6mt a� tae mat am en os' Fiehars ai.axrd and .des South sevaanty nit Ile&aea tri ty nine �. 11�vfV Id 4 AIR 7 v , N. ni ty six seconds * St 0r, i49rth i rn app i t � rnainut�,a and f' J� '..w. in PAsherg islanal 3'uurrd}f arid rurini.nf; thencle Sarirth fv ty c Ik:a defj,ees and f orty-f IvO rnirlutera`EASt twe hundred and t^wertty�+ eig ot and t va enty-one inuradredthafeet t6 Lata e; th nee ' ;youth i. t y_"t'&nree degreep f if t y-fJve .jnijjute and ibi�flyl s casnzis Bra'4 t. acne hundred ar) seventy-rune anri t r rrrtyw�tlhxe a . hsurnd aujt.iss feet to stake; thenco,su'ui' Pijht# n degree a'st fo:rIt trsur arainuten and fifty aaec.asnds ,mesa't. one huradir ad ,asx 1. sixty-eigist and vent enhundgs#n-IS feet 'tit a, k +� "set'"crh the Nort....._ .y si. c of 'another, 7�6ad J�br f y' "feet ;t, thence Vi'estwarr°li a:lcanf tate Northerly si of said 11,1gthe, arc f: curve to the ;left � ��d� a� ev+sn I � tl°anrircra:i and six and twenty-one hurnain:edths , 'east,'and 'the dir- ^ ect:irar°r1 f -Whose rad:lu.rr, at that, point I% �r,ath;»t'r d e two rni rtutes and f i f ty-S Our seeUnd; mzt), rrne' hunr3-ivd f raa ty i'nur and A siXItyr ej,,Gjrfis hundredth feet; taro& Wt .ey t4ence a"s,urs the tic' 1Y sia Of ad reed, South aestenty� '9i: dcgr°e t.r4 t;vae; are p i n iftes a d t i f"ty atecrands West forty, aasci. f csrty_rarrr+ hr"a dRmesit�r f et, ae a sta, e"mr � �+�ira�.�7� nux*ve r to k he ri jsL whose rdi.tio Is eighty-rale and a,txt 'seve'n 'huh�e dredtlis feet and the diFect.ican o ,f ewhose radius. at-that print North thi.r,teen de reeta f or°�tyr aeven minutes gild tdn�esea,rrrr' s Pq Wes e., t1herneWe wr ntwa,id:ly, al Ong the Northerly aide, aft aairi r6ad ("and t"crlluaats2fu the,are OV said eursre), 911p, h, reO nd, 4 y y v hundredths y p t p yy��X rrr�y t .tw�ern ibr�T,,.-�'I, f�ir fi� ci r�a� nor.d..�.a{.t,J^��r�� 61�n�r�rM�n l.4 ttk� b aa%'�d M� N.r"��r 'fir M1�+'W CRY�n a��y �.wi., ^" turn intersect tion ofridroad with the B anter"iyr si.a�e czf the s grad s`ir^wt atarays rnrnt�iun.�, thence, along thei' ateri� side D of said road, North tisix^teem degrees thXirt� -th":rwer,' rout s .a 't, a teas sac .asst one krufr r"ed and city-s� and rorty-nine., tnunda"erlths feet to a nita .e' rr r�i rnf; °a°�rairi�t ",rOr ^curve,tr ttie ci f"ii"t sevwen n,•i.@fht whose r°:adi �s is t a hundred alrf 'eleven _ y r ® hundredths feet and the ddiWr erti.rn ea , whose rad unoa, 'that,, " point !.sr• North aseventyp roil eieLireera trwerty-Six r rsC+ate��..and. fifty sq a aannriry Last" irarrnce l aarihward y, along th East r .Y 91de of said n rand i rnd f`rl.lowixrg the dre of °said Our vAl, tndr isurn'rared and two arsd.e'i6itt ksundredths,.ieett, to a .�r'a�e; a.rid the'l,tc l still wLl�ang the AS,terjy sine: ui said r"rad i 14ortit f"ex ty ore degrees ten, rnir�nutes and t�rrsz�ty see+�rnd 'Dist eleven grad rst.nety� l isl" hundr°°o-sitykrs fie ti t0 the piaea° ,cai tneP,irnrri�'r�� ca�rttati.ninly two and twenty-one .h ndrgd,t a Aare � rspcar.e or ea,s. iECj' Nl�I T�?40 at a stone snarument sear tarn J,tae you. he steer y a' sni c esr: a r�uaei 'r.rty fleis widr., Monument eir even. 1°surndre'd arid, t�wern y-"eIFbt feet "�tst 0, a rirt,�V,Otha hich is seven, huraaf1r"etf acrd saver ty'-seven ar.d �aeVeiltY-f= hutsa f'e,e't,�' North 91lt ref saran then^ rrudnuru ent nar1 i ng °The U.S. Cra t a d „Cerradeti a, y xrxvay 'r"ri�n.vsgijationt Station' "C'h;�Ca awaurnt '" {whfch said, . s Chucornount ,2 tnrnr,tment 'i.s t dca.ted n fire �-t'.:of tlae highs u; ini i i H.carw i sines s l si xrrsra a '^ a'hcsut 'tv�o and farce- ,ua "tex sni.l-.S e t>;c.1 ref' the ;aa ,t:exrn endrf fn°irrher�s Island a*rr^d iie,b Sdtktts `. �n ' caaty rine Bie r°`eeaa twerityr_-r..lrre,fill:nute,s and f"r.lvt' six ea: �n . E",atof liar"t;h Dumpling, hit.trt to Fishers' islavi, 3ou nd)r; srsd' u .warrYsi f* t'fnencc !3o�oth fifty,de aer rt erne"ors rnantd rn ttwcsxrt+ a V : ruetanrratfa fast cera rrundx d and aeveht six and a irf"ty sey" n row hundredth"; t'e, t to a ,at%ajar.; thence �autrh t",c ty ked^ e, 4 nd ��. r�ssirnute'0 Wgs,V,on� arid nd .two and ninety- i V a hurnals "r w it ud�Cauc t t�u� <r t� f� tmherac.e South' eleven de re#s 1,Xte n1"„, E r ` q nri.anrst.ctr .,rr�a - ty ;:zerrrrdrav- ;arta rrrrc aj%ncired arid -eighty-aix rt� Ln vci rorty inur'aain°cndt' , Fera' it a sta�asr; thenap rf,th se�re•stty ,I r3ar, r ea ar f if"r;f ,rawe: u irakrsutaan' aarurl tinirt.y„rae ¢nzads feat 'three a G s - a . a 301 �• ti A==n=.mt '""_.a:.11,... C r.�o,.rtt,f-f—a . a 1 d i t r t rtr1 r a t a i G t, eaµ�� (2, ort e t w�L J,ti;y,IL { r6 t" �N:d Lk r.N"�i p w�.ra a C"%'� "7 de ree t�Pr 4,`)lmites 'r"a6d tweI n.d.. ��iBnr„t;" cG ,ttiree du :ar ,-z P1ei, C,� s�W Al"k r. P aint, �'� a rxrvo t o athle r s v'+r� w,,Ids r4da S u i .. •.' �atj Ugndtf'U-0 '�.�rt.:td`�Ct9,aC"t;1 d7tdorte , u� _ v, `,•� �, ,, "� " t pG�: aln4 F F ve e' �. „� „ r forty n'ifne rnlm.rt qea to"nd osr°'s no+�rnr k 2a r t r s t warp.i,., �1011 alorler,, tlle , auatn dawsC sly nk , � � �L.. ue fol owln, trio arc o 41dw r:rur rw ), T runtd + a I and t�nir a� � ive titurnatrectt r r�x tun � �t he.c �a Cuxwe to tt r°� ht ww@°rose radl'ur '�ira t, IvEf .a.d... ,et teem andt u<J.fty-4C-�o'. twnarrrae„•rttdan, Cgot wawa rt 0 r��t �� .. �.��a° �� r l�iaaa � tnat point 1,5 aota"rr Wrrar -t;� a mirrnutet and ten wt e o,06 4a t'rtdtrr^u N t (a �t.•� � �""° arlrn t�hrotkl:anea,terl r 1.did rS '.a w�aow ul aP ( tu.r . . r"1 r'"'� h7�° ,"3u~#.t t 'cu�n"v . y L1Ve nt,„,7^�rP Pkv' ar d f`t lt� I '•.lC a 9 � e r�ta:Ve;danw tInrnr, iae�xaC.�r� feet tU�� ° '� a C trr:Lnutea, �rnd fAfO7 o.fotrtttll.x Ba � m�X � i C rw�w 1dr8r ;:n� �. �^ Qad, „ . u J��:eur�r^Ga „ feet 'tta j _ n,mrl „ • r .ar�ra.inirl . �a g� $ rf t:o one r1011LAIlePa^�n 'mete- eriy side of a road forty 'art wide, wraltir r.o rix kers e�,�;vetr h"tiu�naJred and twernt;�-eid�hrt reet 'We.,q da 8, r port� se�,en hundred and serve nt+ severw anr� e 1 rww,rr fa fVC",detairtwn of Arnoth, r rrar 'm nt ma�rklrrf•' tfr� LC Co ti r� aarv+ "1 gran ul a t,t on a tna t.po�n Tnocorrn azarra °N 8°nocorno ant youraownurIient n .'1 tae"aten on LLE .»tram a ,tnl.gtreat. Mill on X10--era Lslantt,` 1t ^f bout tm wYLnc ort- r. �4 ,. w at.uartotu rrilc.a Went rn� w aerd��r^rr d+w ; f ��r�n.r.a i� s � r lieu: ort„rfwh s venty_rltne d�1�e,_rce nv r,werw avY r J t,'r 3nljtF r°r; f"drx a.y-11Y. sac rnr ,, fryaat oz Nart�hn Dra"frrgri 9 n, in 1°4 ^ r oa nd) and. t,trrrrairra ttrenoc,a1 nil, aroad, North. seventy-one do tu,re�3 t,h t.„"t Y a. ra lntai e and fifk aae.e ono,.3'&art o e h rndred a d nirletPq:n to a stra,k# mie llad"g a lnoirnt of 'curve to r Ca4a i C wane ad t a three ttundreo#'a ei ,h t 'ra me and, t wr.nty n1r1e `ndnnu e q r �,7 ',is and the rrE' wrtno,r�ot ra.rit. rt at `,R a fn�o'vnr �iti "av eighteep d�.^^�°�re a trent; oa�nc nrirnatees r p d torr �� cocada Wcat> � d: thenbe odr tReaa bwAa da ,'a"1orfw. thr M'mtheraeatarIY aide of' 5a road (an6 f6llovr�ing trrc. arz of laid a rt�ry �� t�mo hUndred an,,; �� ' tw tyr and el,�ht t-rurnrfredtllui feet; to aw �atv,fCe; t' arac�:e. still �9.�r �r11 1 alWobp. the '04thea.ater'i„� aide of said road, N, r tt% thirtymsi, .i; �i dell.Qi trtedrr rrninut en aand forty q:a o nd's Fot , sixteen "dF to a stake'; ttld nr� youth s�i�t� c1e e staro^nt 1 aeven ^'IrrutEz fdp C acid P,orty secunda Fsast one hu'lldr d V.rd e101t sr k and ele nine „fiwundr e'dth4 t rret to a ,Ttake; tdadar ae y,rorntt b ra2ne dee:X eE i t i 'thixftj• minente And twenty peeohola Ba t three rrarndre3 and seventy- oi4r and af.� .t wr. hundii tt t, 4,q a star,e� � ner�nce vent y7 9 red t-i feet ' ,ra t. Six t seven deg-re" and f. „ .orur rainutt e s West_one a taarxa x d� S htr •ai 1a C flf ty..„aevrn hdaradtr the Leet to a „ 'ta e; 4nranoa.,NaartlJ. i"or livere a and w x mi-Butes Wcza three hsitrada ed,land tvent- -_Pour and rox t r J x t pndredths feet to a hake; and thence, North fU,tY d�f gree a osr r 3n L, and tae hurndredth^i feet t a ebegin i� arontainin' fre t aeesasnr a feat one• hundred and fare and, hu,n dred^ttws aert:az, mora' r ��, � µ Mn r� . � or �. , II ... .. 1 P 4 A i k a n F 6 0y 2s . 1.i7✓t; mfi�t f C .� a. stone,araonuivient act on,trw nide of' road forty ret wri l eight 5alct ssontaaaarniw ra � � hunrl r s u q.tnd r Qrty Herren and li l t hurl xedtl�ts fent wei3 0f psa irtrh wrto1V one hta�wdr" ei arra arevettrty rssad I I'Y-,two �ar.ararft e 1 k,"ra s tet^" NO" -h:h of arrratlaex: auonaaexat rrraa .i.n°:ztlae dlM'a' st. and Gooch t f� 8,uaveyr T111i�,,rr�gU1, tJ.o station dhgo".0 aCr : �2 , , a" (wtwiela raair „r, ,ksfar orr'acrt°rrat. °" rrtoriument, is ;lt-aoated tan the 'o r'araar t rr'° flat la�i 11r f: hill. or! Isher ,t fslaa d, N.Y.� 0 4�t-two°and ort" rules wt�at of trse� Tast,ern e7dt�1 of ftrner"ra.,�alaalrc'3 apt e iaeer ou.tlti o� va�ur y_ni.ne degree 9werr ; -n' Tv `i f'or t six ,Second haat of" Nca�"tf�a �rpl�n�,�� t l��a ��pee lakz nd Scirand) aq�,i rurrxaint thence North sixty'�eiih ", �� f f.f y s:ti x aatraute r nei twenty seconds' Weat, twenty` pec s'tnak , t,tweatee rsr.t1u, tweeraty—ane degree!) f"ox�ty a mx awn tea and COT t y econd:r Last, tw,o ha,andr�ed and sevsaraf.y-Seven and twenty- oe,,en aur�cfreadtha �"a.at`, t:o a tst4�lce; t�eersc,r North s�.xtity_- daL,:TTeS and iX And t ty raeywenaataaarrt3tet tha feet to a sta.lre�raa�cirsn� sto�e- �r � Carle int and � gtat,f'South i"or tiwrek. dot r" tW s taraasf.rrrrtw and twentyf tf, e lit, and f° e br&;_� 1°aasrr��da tl�r.s, feet tO`a l'w�,rr+craral and twenty �� re'ob sand foity eig4t 4 ea xta 'Alenc6outh forty "ou f onr� anq, r, C ru nuteq Yast, rang luundred and bh j f'ntar r�1huters 1hau¢ar9e^ f'tsar feel; to �a tape; '. arrci e"crrwty seconds West two �rr.n'redt rid � aautYaty- fe �atyr rr�eighty. , feet to a ti,ta,ka��... y , iea, rcera thirty-SIX ratf,nutea and twen�,,y tae nnd� a ors f 11(1 and sixty -'rty' nd af.xty twnd• rwzndxaecltl�a fefireoari,ntrt 1 to ea sand thence Nortlhar�xtyr_fraur iia oe ' tarty " �an� ft.ft y ,ecrar"aris Vest three 1.al.1ndred aanO sixland eigbt�lare�e� �s�rr.rl r aaSt4tta ftr p t to the p'la.e.r of beg�ia n-in ',f a:orrt,af nln aru ti CeaxR y 9F�xa traaaa lrae9thS mere*� r� cax� " or lesa. Ute, S .fs1h1i41NC'a9. a atone 'aauonumorst .a t on tire` F,�att beg vJlde o a road forty fecef wide, t��ux�did �e laasnUMCritfeet,* eet�� esl, of .a aY.aaralxt el tract f'cax t ypevars arid eiF faaint wrh9.clw is olte hundred and seventy n t}1 �yCoa�rst a, drpshf�* �.fo-ret� �C ra�r"th of another' awsonrw,aasen"t Saar^��in tx W e ieti�f S01 vey 'man, ulatio;n ^ tat;i',on ,.Clacrecaawauxxt p"a. tLrf raCtrcytcrsaouaat "" mrartarwserat �f, i_0ca.ted on the i of the aif°1»�sat lalll on 1�"I skier's Island, 1a1.'". alrCrsat twsr•arari orrr� I„ quar°ter, arsileas Wes Car." ttsa 'rrterr� errti'�'n�rw�alaaa z�aatei nd ier's land araer " l secs Sorat,lr seventy f.itwe dei els .twentyP i forty"..cyix u.a eorsdar 4wa,t, or �rt's Dum l.l.n1 ,Lig°1"aat'ids i l4 �e,� . f.rs;la,ncr Sound); and r�tnn g tbenr�e South sixty-t�lraxr�� d ttrl.ri,y-five aatiraaatra and ff.f"ty aeenrrdo aft kr1� � and °a.i,,u ve t*t alma r-hund�rwedtha feet, bra a atawt ;'li" ,thence South t.wenty•-l`Caur de[��"aalrctee µf.�rruaaarrd wertt.y�-Og m�x minutes, and ala d dtl°ra fOet two hundr' d srrd .r B d�X degrees fifty ardniitesw All t o a s t,akej t1r)ence orwtfr of �Ly a f ,c °°raaar dret and ti ogle -krd i`lfty re<onda' West two hurNorstjai.r"f `nine aefhenee eittt�y larsndiedths feet to r ty aeeo1j,da West ere ns frftythree minutes and trgi degree Bred and eight; a'r a eiChty_hwsradr�edtlaa f e * to a. ewtaal�.atwf est gra the 1�aasterly arenas- o said road; thence ��r'thwaarrd�°ys. ng the gristerµ'fy side of maid road (anal fol;lowf,nk tho arc, of a � rw.arve, to the left whoa radius 9.3 two.hundred ran tUr"ty-rIJxie ,and flse cr't y_e 1t;1 rt lsua"ssare.dtlta fee a rd o1rn 'degreeaCarf n ua trsar rratY�kVs al, l�Waat q rat f a hldr�t'h f91, yam , AOT l W �r ,r 2 2 6 x �.4r ip^ .,•„sa m� yiM ,� xteen and hundredt ocai'eee 't"�^a stat ea tGr�d tht�d�a, sti.l;l aj othree rtr9,,,a �and u ly” aid and fox^ty rrAcgn fiat one iuradred d� ninety three At �•°r�� B eve ' h�urndredttas feet: to he ,place"of tree.in mire„ r ars±31n,+ wo'and e ve n't6en-liund redthe acres' mbre or.l��rss. PARCEL F MOINNiNC atartr na sionum tax„ bet or)� t had �J' side or a� road forty fect wide, said monument: l e1,ny 1 hundred and sixty-one and t,ksi r teen-lria'ridz edth , Wee w0, point which ,is eleven kian.or ed apd zlxuee n ab d a hundredths feet West; of another monument roan rna, ^r,.., ^ Coast and Ceodet.je bua�rvey "l.'�rianfr.+alatior� eta , a r i,t�,��htre � ��,r�r; t 21" (,which said "Choeorrtount � "' mor�rasriie�nt it I teed^ o s the ra�it^ of the 'tril;hst hill onS.t�nlres f Nsnr t " t�raaav �a anui one- '-urrrter miles Wea+t of the Ea t'ern er�t�;i of .�istner , a Islxand a� lies Sovth, geventyx-nine detxer^eee toentyi-mkre a,r15 orty»nai seaooncls Bast of 'North pnamplinti 7 L_1^t 1 x isl d 'QWld f and°r°^aranin& thence North si z e;,' th-"e nainartea ,and thir't5� secondrs' rash: fo'drgh4ndred ano ter; &0 i,orty.-Eiiindredtbs feet, ,Los ,ttake' suet, ran the So�ut,henx�. of .ohother d .forty feet wide; thente Eastwa{�'�"tly, a one r,ne ,e dexutkreri.y side or, said. road,4and fdlIlovinp the are cit' s uu °; re e, td, the deft whose radius is, two hundred 'and �Lb .r°ty-nlne and forty-eight h n telt # feet,a.nd the' direction ,>f whose � ivaJ G attaut that'-point iB Norttft sixteen de{psrees fifty-t, reee cin rte R 'thirty seconds West),, twenty feet to a stake cr rlc;t,ryt a 00,'..T. of httr7Ye "S o the°],ei t whose radius is 'two i-e,r�rnd r ed an,( nine afid forty*,et. r�'ht: 'hundredths feet and the direction oa v,aio�a rradluS a tknat,point is North twenty osn degreeo Minutes and thirty seconds Wast; .thesepe� fastwa d� ° curve), he,rly side r - rdei rendr e lloet i ndtoryout o said � pi � onand eorty two hunchedt3 A stake; thence ouththit, nRne r p t � �an^nd to rty, seconds Sass one, kiundr�"ed akad e irL^ret and Pxuzi edtl a feet to aa ake;, thence SoLth el- l^`r� sI �iea" ftrty nrn,inutes, and fifty segcInds Bast Ft htn °d sand ,7i"l, zone and +eighty-hundre the f^oe�:t to a startke; l& + . twentyf pu eo fifty-six f y tSand & i e e dnir l.wcen seventy five feet to oatare hence ,onir fifM.y-four tairt eixt adnutes,argl tt1t ty secondthsrdr e;, acd forty-,.,five and f urteelnnrdradhs dat t , thence Sonth forty-seven rrlinLites aril t,waz.nt r aeeund' 0 n� hundred 'and fr:,fty siand t�ls xt. en urdrre� tis hundred act on,-the, No the,iel.y side o: the read fir xt above mren`ionc, ; st dbherice,'along too Northerly ly aide of said r•ozad, Nomas 0I ..4" „ four degrees 'twelve'° intster�n and' tnre�n^ty seconds, 19'eat ^.vv jn � I hundred and seyehty-seven ' and' nlgiety-one xae ; and thence, still aloh� the Northerly*rr19tce 7oad,, Nort ei .w r ht .fa�aarr ce-rees. wrci�rry z�ir a t�� and ,� e x "� • . rsod rads west ti at y,two feet. Por the, place ea conr.t ina,irn L,,,%c16ht and :lY-hundi,odths acr4cs, mora v)r a c:: „ x VARCEL C P�ECIi 'f Cat a stain monuaaernr F e e r, rhe '�, rr � si e 'of a roa � "f��r f"eet aided said s.e�anas.,rrnn ufs rn, ' h t .�eri"an4 si teen a0d twentyrthree hundredths foes Cdr a en <a �oirat which is five hundred land rxi rrty-one ,ajid P a'..��,e w r �. haarad,r dttaa feet,S6fath ofanother'mv.ument r it a in t"nc Coast and Ceodeti�" rrrve;� "fri.arr �walatixon t.'at�Ian rtC�aen x�n~r��r gal (,which said s"Choer'Mountx °" modursen"rt i s Ioca ,ed m._._ v (.9 p 6 ti 81P,fe „ a 2,5 Y �, r . , . a Veru t tmr r a,r aaata ca f' Ltae hi k�k�eaY tai l l k l"rr r�sters ISn e.r,d aa.f i aakaa rr arid r,aae—ckaaar.t 'r arai i ear e.st: a� tka�1. ' �twent —nIne P island arad lien 01J aevends Eas t Of North n dei W. . alar*' the y�a9.ntr1,ea arract icr,x�ty—aa9Mc a,eceand °x�anxr�i. k� tharne, i:rr twelar l.n i,ahera i t1 � e3 caxa.nd ; x$at four. derceaa igcar"k;k�r rWt.y aiaaie eat said raacaa�„ lgaaro'he hundred: and, a aalartu aanc., twrenty seconds Wel Point' �f � araca teal-40andred.ths feet, to stake r ri&p.'tr 'ail c to he right hot e,rteir: dit ea fia a ands he d,�:•a tJ X:�a�or w ho, �. and twarw�t.;arr-ii. avers Horth t`'i.ve degree forty radiva at tYrat. gaeai.nt t� thence 6«eaat;aray t 1 aavi.nutel and forty sea~eaarda "mai: �a�c, aitieaayk i'.tae Nor"ther'lY side of r',aiai a^oa�d ands ell Dig, " are car ata1 t,ur~re „° 'ts ar hu.ndred and'f'ertY" and i1a Y i xM rMx^8. adthdatlueuep tae� tIll 'along the gaundredtaa feet to � r, fifty-,*. ��rteflfty��raen� r e toe of rald. road, and iity �el ht e rla, t laid twentyseconds aaar�iasal nt of, aUm e fee to stake -h111';dr'e0th5 and aev zrni,xc.ty-rar andf11!t tht right wane . ' that rae ooridp: tact"� i ,r i'�e,tet grad the dtrctidn of eeaaih rrairtute,a aradtfa� y taint is North thi rty�-Mata the 1401rtl*tl.y ,,idle Of " th raca�, 340X•tlae�.a twal. Y, still Al ^y one Jrundr^n�# � aiatak road rad •1"erLle , that 4ara, tri" aiivi eur%�r) , p and w,r th the 'A ent rci:rae and i i ty rour^ hundredths feet,t ata id, t aa.t: tko-e i.nkera'(aetiean csf ;laid talo a nee t&aea twrar Y, ,ca'r aarxarttrer, grad 1"drfy ~eet Walder ,kill^g t"ne Seauth ntkarµt right a raaae.1de Of dredi.aaaa .id road t ope hundred,and, arc jai, � e,aa ray t ed ,t„eera�laaa�dra.d hs a'r eet and,„th d,14 a i t as sat y_1 iv, "and° f w a �.dqrtga�6 X wrheae r•adi as°'at that g'.roeaiaat Is �,rx,rttnan�iY,u�clrea &nd,m'' ” e+e and' atki.ne,te��r, acrd. twrenL'y Seru +ia F r�t th n e, .nn tire ae"renty_tha ear ha,nd.redt feet to a a't"vent r15i.x degr• e'a t relwe southexl'r ,i:d� of laid road, asrth �e ��e. and aevent,y� �a.. �. �irroute o, an 'i:i f"ty 56con k at xr ne "y"0 nt dl' u�rve �to the undredtha,a f'ee:t to i,,3 rt�keer araai.rki11, .ai_a<a'hose ,and tweenty,- ' g�kt ��'a�e rariiur t a taundrr„eg a-� d ai_afty ' s at axne hundd edth5 ,I.uet a�d the th thirteendo Tree^ ni"aar?' y aae�r r,a iraut;eaa ar,d tkrak q alt t i�.ar ,til all tae,. theri d ten Se Condi 1`43tro thenec, �;a�aaatwaardly, , 10, rlcae di` said rna (arid fell,(Jwinf,tl'rrrr e 'e are l undredtkrs feet tee �ba,even acrid arty— . hucadrr„r't -and,e 'Li,k'at,y ' ti Snu�tk'rerly, side tit' avid ard� as ra�a,iee. tlienc , ;still aloe �keutis ei ;h Y ae ,�e detre,ea Arad Corty aaai:art,tea Axa eaaa� t�arr,el ci t a.a, ira,ndred anc.h aia:tyfeet to a yaas aa.atai tkairty�.treuiast'tnwTaaae��radi�trf a �t %A' laaf ,ar wtauia'aL"ri" lar,"v to ei ,h .dxe tha f t and the r and tkatz"td�aalrre tarrri Cea�ty ee �r• ease radi:uka ,st tt t �lrrt°`ia t4nr* twaa ,der ee direction of wh tnen6C psca:at a�,rdly, stij along � x and tw eratY aeaira,)ter anti 9 he n;t" said : at�hrer 'aawkde '1'" -,aid staaf�9.vdnhtxt tiredt teat a, atake a a, v ei, tY aafd thirty— i"INr: e minute, and thi.�ty arra t;taenee aauth al,, degrees twaen y� t ire ve c«rra°arta Weaa`t frrarr,, hundred and tarn and �euur afndnthXrtY •Weet tar 'tile l;aee elf, to Iran ng,' r.,anta h'r.irr „ kauarud'r^d^dila, acrt,,„F a�,er.d 'or tersa. "i��r6�k""P'hkt"'R aaaltk, all Sright, title_and Interest eat” the party tae 1,t�}, air~raL opart:, in,and to all eareM nte, r'l,and b par ,',alai ai.f;,bids carne°i Privileges a i-,itaaerever edacaveyed in and ',dy said deed or a pur«tensant to the pveaaal.araeaa ateave dna eritaed. � �0 said t'.Z.tt '1'ki �lk.kjqjU41S& conveyed ht deaitax' e_r to deed ala byIrving-Wayland� kaa 1 d t .1 easrraar t . That he ori” .l�,�,akae�t�haa�h� het � � , J. G tu7P41ry� � � P «JU� t. �! I P V P A ,Jangary 12, .1.14, and reccrµee THUD s`'ARCa L °k - 11 , ff�l�. ,R C t iy'v to 1 n PACE k C E 'U% n,4, � it a ...M IyInn,& alid haInri at. ?ai s,.nar:, 1siandlr. the yam it AMWN 1a . e;a'1un." o mnf ff� T r tart 0 ` Ne Yo On-'re'y'e:2 ny serip- Loc4 IS twCY tf"� 1�tnE ";;" C I i:,.IF e �. t;; or •road G;'r9.T o:. ". �� eoci d«a t.wad �c toe,pr 1 a� a .a r ,r led , Office, on Ortlober ?, 1w5`. L U w C, being bounded and descrWed , as, ff"gal Coro .>^ t t .tl"'4PYi t"kf' an. GtGYt s�Onuki£I'1 L. on :f .�t.a' .. : i ne of d yoadj4ay ferw :'set In, wIldth,. at tr.e Nor,,ltna � orntrYoc4� td, now or for �t:,rl° ,of c:.arl !dGcc1a�� land � � entA-trm r ir:,.red sixty-foa arc. e point ndredtns e pet forth nar" a pdint `wlAch s tweet, � ff'or'ty-fix, Nnnd ff t.}rt, Our nundredt al feet 'Real o W�ka i. & iC7� a@7�nn't',�m'ntar�la.�n° �11e �:+.��:a�, Coast and Li`OL:t•:i�C� t.,_'s°`�n� .ir�,(6 V• ir�ltiearr S'tatioffl mf1:�kT LrdD ,�.�� ,�r�1 AW° "..c: aw nt i.s located an t;a1. " e surC i L (7 U., `tiff. ^R Ea t Harbor oT Fi. rners a_rwU degrees >4 minutes Weeet o:' Latl.:x , t.o:f w `n .L e,c.'r �P Island sound); d t'b�e nea r�enanpisnr t��.�, i�{ Da � c `.n'c.a degrees 09nmk'imnutes �t ,e and bte i , i k anadr e fej , thence North 51 det sweeh 36 grey aaea,'tr!z Mmi thh' Ij .:i. n.: tr7i..rty-31°`"vk"'S1' tnundr'L,d,Ythfl feet, r.3 F4 C:1 l SYt r:e I NtJ— minut4 s 40 seconds cleat tw-ft and no r undrednts fee U �. point of beg:k.turainq cyanet,,a lenruUL 1130h gat.e l„ more Y l usr -TOGATHER with the appurte:na!ncev and °a.alVa¢dr Q&rl 's�tc� caf tie party of the i1.`a;st kart e n aru '�.r t^ appeale-esp . . � � a 4` n UL t°hath certain plece ear parcel ,+ tr q ulw.. �. 'arna bcIn, a-t hers Island � fr ne wn ,1See at1-Ic County of Suffolk,, »aUCt aaY:" N a �Ycs'� , a. cnvey�a aa ' ut.no es � , fie, McDoneO to the party of i.PK nirat port o :wad pwTowE by,de ed dated SepwAer 24. i +s?„ cepa 7 n' c 1tw^'9CY 7.6 sP e " A � � �f1 'AM Ce 0n. 0 rie r 1, I") I .Li.be o-in o.` a as m being A^raolrnded hrfd described, as follow.— �s Ise o Beginr n aL u`»."'C',C?C1" fi'Ihik"Y1dtn6�'d'R lT" " lime eaff" �t rsradwa�forty feet in ,width at tr1� trot td'kwr at�e .r � t ^ co'rrwpr, nof'land, mow or ffcar ,eM4 " C,aplee. N. 1,kD^rk"ell , point bel:mat, twennty • rtn^a`ae huendred sixty- our° and isdt�t � ��a,a � Psi hundredths f e" t 1Nok,th• off" a poInt� k h1dh. s teas*nwty-two h and �. I � ; o,rty-alz, Arid rf if tpff'aour° hurndAdUm Apt East, of a; oune,° liott'umeCn$;"rxksrr,Ikinr the U00 Coa.st- and C:e�ode atitk SM-1110 r 9�..�wrwe .e� � ^ � x,l tion Station Nif a ;Z 2"9 (whish r id "FAST �lF17.<" " rior�— nrmerit is located on the *eana'� i of e r� 6<, r n ,� t the �Y'�6�1. .ka at; hill E,�a�t; k Harbor out 1+i shpva island NJ, and °t ieto ;�r�nt tta ff)tl aye e r e e- orl-illute9 Me'st o�`'1A Lim,e Reef LiC;ht. 'fn �.haherno S•s: nM auncl�, T, and t)aence uknij,u Mai^oan ' said 'road 1,1pe Nor't1'v 2 �, � � � d n t a � '� P �V teunxnt'yaoaat:, offrands urvptottln'effakri mdawraoakebtz" io�IV 0 nca Ft ^,7*a re.�, Kii:l r five, �aundredtbs feet anct trse direcUlln A whose ZMMMS OL that prattnt: is Nora h 7 deP,-rr es '50 muAimney 10 see:rar ewe:fi , thence along said road 1.1nee on fkro AM or Hail# carve a dlatance of seventyseven annd tra.'irLy I•undr•a;rtitnnat Telt; Oe na c:' r a, ^ M ° " A d ul.ratrteeeei �tit° and nine tre. " ,ua t�tr � xeen + DIOrth 41 dogrees 27 !�8. ndri „ a a:rrr��a c�T'ttaininC, ').01.7 acts ,S � e- nrdles ;ttr point 1 di"f9{ trl.rlu the ,app urt^enan er- ars�d 1 id V r•�rlda V cr R�tue party wr cat" �ttre a^ t par . ,tjja s M - � rd'r'eC .b a••u 'FRt � AL hac c, ea t;�irs j e ^0., p p d r ee:l.a tri” �„„4�nd „ti tut�•t d and �ae1 nt,° st b,10hers Laband lxl the "1"eya l cry ts4ut xcal.' M irut St-ate orf kteua York, cannveyed 1p° „ t urru. t. nt.' Saa1 t cltC� Of Fer°t„NALIOTI rrrx 14aribn , z"t"19 rp �s.nd. recorddOle bra �z� � Mar kIn pram by deea dated Marc h Office 0 sc,ptMettber '17, Y �6V �in LiVer� 5211, �� 1��e��.cln� �� ” � �� ?TM as follows, tre�lfi rjountaed and de �r�a'�.��^, 51c*�x5 9rr 1n at. d c1Z 91111 e �i;91 boulder X21 t3' d,red thy.t ar r°14 rul.cle u" road Ar d drill t1C>l°e eirr� tti �ue Met , �u dm r a�a� edt a, fcac:t�a�vt of, ra �aa�int i s i a t y and twenty ^` ht two t unE1 -edr b" 4,ra. tauenty t 9.var. toindx ed 1 x,tY� ve and tcaet t<talrat 4 r.car°aalrucnt rrrda rl ' t." United �t�ate�,��i7�a�tta9r&1 u� Geodet in s. A vr�� fr rr as trs n ra t�e on tlaunr�t ertha highest, ,. id " '� . , end t°u.t.]1 t„c.a rrt" Fist, Jar 9w r'o Fi. iGnG' of i„,i�;tat 9 to ulaatrtn w7a� do awrera 5 :a th 1 de(�reea °1I pt. -cert ir,:l�and „OUT,' nd M1011aata r ean9:x1 ntnc. � minut ,rr. t3 ecaan ne tdraL one kaaanc9red ort and gage, � , klurt�'tz dt6u ?"�e t& a Mn+�,Yrument.,; the ee l��a��u � �o suaituta6Wr: s U aeccrrad hu�ndr"ed, tkxra e and ea vrent;,�-a ., Iaund edttl ,t"eett ttte + aaaath 6 degrees 01W rra9.nu°te 00 " r.�,caxad,z� 0� Jr a�, cne hundred t i 1 l r w and,, nlnetq��-nine ��a.rz+ ^ed ka f e ' 4 swera y u ° ua to atairat of berjnni.n 9 contain 9,n W M � raa:�dz�, ware e,a w _ s 't Y.caorind a.t„, rn zlu cent^,rtrt the said in rraaruWi bein�t„ t` aranat cat' "1',akrr t^ra lrs �nd y,stat6m,„ lane."w e tlaaasdadtadeet ten t11r:atir"eut el�} t j p iv aaad nln Y-o „ u i, , ttge��rity-seven hunor^ddrninety. ei ht a trr ee truul d r dttala feet 'West a is n� t r� * s - ed a3a[t1t + 1t^ dt � , MOT111ment tT3t L P1�m� a r S9$ c kSNT3 �1 ae APT LIN � �• t�Y�l� t on l e tuau�Mt OV t".t�d hi tld�tlr, h11i�1 oo 0 deg ' r`5 , m. t 9.s(rers I. 1. raa7, t°a, an lies scatat t7 ? de �ee �4• dzaaatdd 4r"u m,� dt T t1er ta�:e a �;t„at �1,�? 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"d., 4u,r ,�k¢.. ,; Rt4.t1 .a",', a ... '�" " , �is,� e ztendlo'rM' No:°`ulmla,ra`rr"s.1 private m,ad wnavined b) Fiz9a _ I a I.�L.n"3 a 4't It V S�r rrrri as Ra9t, Tt d a C pr.. 1 •C&nvs y of u. z° jj, and ', r. .^�;rr�el,r6 Y1v�n�i�a cl r�lt.��d�r �rraa �w�� , �a t'� r a"4 '))'hoot '4-11ch h 1 z" " aws ,5 n Ta ,1 Coa � t and r r L, ' oia v � i ^L L:b r r , ,WN�'A'�..C.I1 s r7"a. 111?"�,ST END �. r � �C44 ^"l`1 1 G' a t'd '3 fi'G' 'k,t, ` *F a1° C,§. �,C" gy,ee N d S`."' aJ tl R d uou, ra ntr r. . . 3. �.1. j� In Pl,,h rs t wnd C�kR6 SPI ^ i � 09 1 941kt a s q 0aClk .'V'a4llYt�s F 1 6a hundred t c L Ce t; eighty— :Ln M9 d Ct ,,,1;'£«eKr 23N'C',:,d1ti' C.. :g1..L It.+ .a ..'�. , L IP Ca F5 � 1 1t u� flor Thr al der .rte r r,r{ ^ ul.akC�a t lY .Ur' $1L19a1:t'rd�l llMyL f cher u ¢ Wess"IJit;p 41ne a ( vu .prsaed B's l: ..vrr., . hpyhpyhpy Y vvt'rl� rrt ": trGa s,7 t 1"10 ra r in, ce_a,a1l1l landu ^a4lm.1.4 t e .T . 1-11elnjI,n 4 nrm CC r _ atC',f"t L rat o». F1rL t >?aru7w.' r �+ k"�.Ck, J,Inrr 1:P, ,a 011d t'rfizar� .�'N3 r.S«:a ^'�ka:" ami ;^�'^� Wt'I Ylf C ¢ � r '� i , tP&rt h Orusen e rt to I arlr. Zw� Y � u� ttrta 1:ra r G , ' n S"�'f11;7"�.�.;n✓��b l"^. "4:d�;,¢G'u�d�A 7,4"V.+",rm �"""" , �� " ':k " �. „ ,,gyp �'�,. . r'1 �� . �I yc fallQ7'vs w l a3 i •eiv" �s'r� '¢.7vt Wr �w' 1A A', AIL'. " , C 0. E-0-1 rcrz�a .€ ¢z rYL& c'9in\ l:k'te, k"„ wr.- �, t., ^.� Catixray. crra H t. �6, L;+.:, ".r fl �rl: `�0� 3W a I r f IP• ated Decemb Deed d x§Y`f3Y} Gates,, LftCbC"r�CS . rf " r, 1966 made. � . +er (t. ^ dated �,,arr�a�:�r a s ray �"e a�� r , " 0k,den recorded In rra��.d k �4 � ge 6484 D4�ds Pa 1966 In TAI)er 5911 Of xndz All tete "�1�� t3 grad I t r raJ. th, ea l' i.trw at aar , eC a'ny, rrd env r^ ru �a 1: r� � l°I 7. r�¢�ar stLwate� ssa ";bra &' e + " p Fs:laet F thesarrcu >�„ c� ttild, " rna of act , blew York, .1 yin a�uai:.ex'°�.y �� the ��u�e de�a� � �� or � ' . ' t°° � t of F'ix�t Parcel a d �at1ra �' . �.ratonded here tfir � the,� �', � I caerzt>n,e ned,• S be-J.114; Y ria r t arta ` head Se6ond laa�r•t :a.liall z cglll e he l „� first. ral9 intce Partv-1 ret.ra ,Frryr, wea^t rad, Y arrr'wt „ariel, Sh6l1 S13C 'd t� �° the r� z� �Ach�� t f, stg,t sM�a Oa` . PL lrr't(rrastt grad ' : bee t all 0 ii 3.ratertau�l: Fishers 'rud r,rcrxtlradehers t rail l + ates,, enc.* In rd aec °, cud r° t - i iinde i i (° crjs$ad u� ccrut.ar raG d re�' dot�.eu^r, or dd sa d eI . aar eGl tray ,a Lta raa;r 1sJ4, d t;earpDrrx�".l.ra�r z. w T HAVE P#ND TO HOLD the. premise. the w� r� , tx ass r rates an'd rt ht6 .��rer�� :� Su c e seas arld a r . he ryst " �I n e " ND tee parr+ nr a� tW th the ar t t r,a1, pe r tS wr r, rt 11 ”k 1l en t 13 01" ile e::onsi ke �r� ��ehItion e da�d��x scat^ t,�ae. t" r ht. to rive . e�°1 11�. rtXaxr s ra c d will herl.d the ph ' st:1+cn s:ra �a t�a ^ � fun t� fir. aFr�Lite� t treat I I. � ane pAY1 F, ,the c ,W t act tht� 1s�Faxov6�nedt d ho - ove m P �r.� t: tea t kre,:lr r ien '1":, the Rat erf the •arra r��r � t 1�� Q�rsre " rr ea -h aartmt �u;;" tyre ata1 the 4 +a r Inc, io.rly 1� caarr°icy ncr tS rade With thj?°,e,ons nt of °t1 ft lesal r9+ r,a aa,� 61f% the 'PiA t— ,a csrrd of meet leas ."1'laaar"a two-thirty o the ,fiV. �'t rak�ersri.ra shaa'e5r 'car" ctrrµr�tra°� artsacic t the pdrr�. I Part u^,ru: tle;d uaa ;a^ te,.thereon, " �wed ° reet ai: b6 "t ed . : h Pa is=d. Marrrt hx lsl r". ^g�c1, Fraar ose revel has 1a+��ra s�� ' � bly lis Gift Fos", rr9B fir. �� party s a^ executed tla;la� used the, day end °era s dealw 1 F IMMRSII ANI) Ewe"' g 55 9 e n e c r is a ry ,R r S p 199f w<r r � ......,, ,. 1. NI r - . 1ILMER I{P i u Y " {w�'wi R��Gryd"n oo ITECMN Y'r.IW0. vi YOYTZ G a t°az nar to d Ily u41e duly swor1l, r.ac. ( POOX 'and IV ya z1. cG ; 4;ew I SG , , a `^ o er�pfia ' F C�,l i.# � Gid knowa, the. s or �p a,K i . V ✓ `" u . , aluj .ir�d r « q , ol.q r,� n ••I G� ��4 � lu:� 4 p i W DEC , Ropp C 1 e I 6 rip Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency, *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area, 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant erie rcial and adverse efle.ol z1pon it co��,t�l� li iMickarle.s,a:ll of Soutlicalcl T...o,wrx 3, If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. 'I'lius. each answer must be explained in detail listing both su plordinand non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION C 1000 _4 _6-9 PROJECT NAME Fishers Island Club-Club House The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board© Building Dept. © Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ...... construction, planning activity, agency regulation, land transaction) El (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Prepo ed-re.n.ov,g lo-n nd.addition...o-th _exi wtiriq,ctub-h aur, tructure,,fo...ttie-gol coui°.se-__The - project will include a sanitary system upgrade, additional drainage, lighting (to match the existing nate lighting), parking spaces and landscaping 'rhe proposed project will include an increase in F 6'ri0,�t 1 hou sq�t, to the psticig �i se. Tlie over-a eig t of the strL)ctUl'° ?ill remain unchanged. Please see the enclosed plans,. Location of action: Fishers Island Site acreage; 12.3 Present land use: Private Golf Course g 20 Present zoning classification: ......,_..—_.�.�._W.. w..............._..... 2, If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Fishers Island Club _ .... (b) Mailing address:20449 East Main Road Fishers Island,NY 06390 (c) Telephone number: Area Code( )�...._W ...... — . . ...._ — (d) Application number, if any:_"_ —_..... . .. Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No© If yes, which state or federal a „eney"?N/A _ W...... C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWK111 Section III—Policies; Page 2 for evaluation criteria. ©Yes i ] No Not Applicable slroposed i F space t�onr fwt to tlir� surroundiac fo rti s... The xo to rsa ct.wxll �_._ t — .......m. �y...m . ...... use a the I � on kh exg and on an c c�h o use that nava des a pp end utaI rarti�rzr�s o1_thc� golf uan of which - property and ndNctereslipro ...—.. further support the gol nm. e P f P _. el en ances . ansion of the club house will —..., . P Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria �...�...I Yes ❑ No 121 Not Applicable .N/A _. ®... ...... ....-- -._.. ._....._ m....... __ .. ......... Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria © Yes ❑ No ❑ Not Applicable improvements will remain in the character of the current landscape. The proposed and water vie expand o The proposed p T p p r osed both land _" _P - i " "" ei ht. ` hhe o o ecT—wilipncrude ul�n er ound�u ilif overall look roperty helps to romote o en s ace and scenic vistas in the area from oo a story structur6 which minimize a overall Fi g p p p j 9 .... n_ ....... ..._____ Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria © Yes ❑ No ❑ Not Applicable l kt,e..o :lltrg_t.lt�.Y..t o .se_acacl the.pt .p s t3.. .d,d�l o s_wrlL btJocaterd....:wtthl.G,t. Attach additional sheets if necessa Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes ❑ No []Not Applicable l..he pro ah h.o.rs acldi:taarr wl,ll ncl ade. p rades_.to ll,e e .t"rrag sand ary yster�..lo-meet_the..c �eraL . requirements._ Additional on-site,and in round drainage will be provided for the structure and parking areas. Attach additional ...,s,,a..m..y", ...., m_ ... _......... _ ,.,.,. 1 sheets if necesr Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section IH— Policies; Pages 22 through 32 for evaluation criteria. © Yes ❑ No ❑ Not Applicable Ttne.p�'alaose ,..cl. d ��oa se do L tart.wili. �ai�.to r�_ar e. 'skur g..u.se on_-the pro .e.rly w-itl-a I. v .irrler t .se-..for ti'e....amount.of...,.. land which the course covers. Thep o of consNnuction ac.tnvity area exceeds the roblupff setback r r�proposed construction n�mrc�r��ents. The area ur y will not asignificant he immediatehabitat area as the evelo ed ian-d. No new areas of clearin wifl-occur for tfae proposed protect a n area is existing chpve a i im act on tg 0 f activity feared and d Attach additional sheets i,.�..e-_. - ® f necess-a-ry Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. Yes ❑ No© Not Applicable I"i e.p,-oposed-_project.will,l vL..jitnnio Lac-n.o,.hm aoLc).n the-air-qua4ty t f ' e s srrouass iing land..and waters .........m �..,__. — . ..._..m_ _.... ........ ..._— Attach additional sheets if nece. .....ssary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III-Policies; Pages 34 through 38 for evaluation criteria. Z Yes ❑ No ❑ Not Applicable Tf proposed.-project will.nothave.aiLadve.rso u-np-act on tl eTow.n-frons s.olid,,,,vzaste existing activity will be minimally increased bytheproposedprolect _ ..,...—. ..�. m use and site PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III-Policies; Pages 38 through 46 for evaluation criteria. Yes[-] No Not Applicable Private-gof-club.... ...... �_....— .. ..�_. _....m ...... �...........--._.......— ....... .. .................. ......... Attach adchtional sheets if ne .,... � cessary I ASTPOLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. © Yes ❑ No ❑ Not Applicable -The- r o.se -pr ectis,..not..a_ r pe deht_us.e-how :e,dhe-existing, is to olf clu4lja ter-enhan-Led...use—Ihe_-_. proposed expansion of the existing club hou„mm . ,p timed use of th_ a Propert as a l course. se will further romote the con„ _ _....w ._ Attach additional sheets if necessary Policy It. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes 1:1 No V Not Applicable Attach additional she... .� .. ets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. Yes ❑ No© Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Yes ❑ No © Not Applicable PREPARED BY TITLE �r°i ' , �lrf � , 1,1. "DATE aCf MC Amended on 811105 Full Environmental Assessment Form Part 1 -Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information; indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the information contained in Part lis accurate and complete. A.Project and Sponsor Information. ___.._.__... __......................__ -----....... ._........__...... ..m..... ...,.. ..w.. Name of Action or Project. Fishers Island Club Project Location describe,and attach ..e........ �............. ............. —. _.— ( general location map): 20449 East Main Road, Fishers Island,NY .._ ...$reef Description of Propose. ..._... _....._ .-.... .. .. ..._._ _ �.�W.... .....,,_. .......� Proposed Action(include purpose or need): Proposed renovation and addition to the existing club house structure for the golf course. The project will include a sanitary system upgrade,additional drainage,lighting(to match the existing site lighting),parking spaces and landscaping. The proposed project will include an increase in GFA of 10,471 sq, ft,to the existing club house. The overall height of the structure will remain unchanged. Please see the enclosed plans. Name of Applican ...o w..w.. ... . .. _..... Tele hone:.._,. .-.. .....� ..... .. t/Spnsor: P 631-788-7225 Fishers Island Development Corporation E 1 Mal ' : Address:20449 East Main Road Ci /P O: .. .....e,,,....,..,, ...._ .... ,.... --- ........_ State: Zt P ._ Code:06390 tY Fishers Island NY Project Contact(if not same as sponsor;give ) p 631-283-5958 - name and title/role : Telephone: Lisa Poyer, Inter-Science Research Associates,Inc. E-Mail: interscience@optonline.net a. ................. ess: ._ ........ A dr 36 Nugent Street,PO Box 1201 Sou hamOpton _...... State .......... Zip Code: NY 11969 Property Owner (if not same as sponsor): � Telephone:� E-Mail: .. _. .... ._ .._ Address. .. City/PO: State Zip Code Page 1 of 13 B.Government Approvals B.Government Approvals Funding,or Sponsorship. ("Funding"includes rants,loans,tax relief,and an other forms of financial PP g .... P P• ( g" g y 1 assistance.) Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or projected) a. City Council,Town Board, es❑No Approval granted by the Trustees Letter Dated February 25,2016 or Village Board of Trustees b. City,Town or Village es❑No Site Plan Application Submitted simultaneously Planning Board or Commission c. City Council,Town or ❑YesNo Village Zoning Board of Appeals d. Other local agencies es❑No Town of Southold ARB To be submitted Town Building Permit To be submitted e.County agencies OYesElNo SCDHS-Septic System Installation Pending review and permit approval f.Regional agencies ❑Yes No g. State agencies 0Yes0No NYSDEC-No jurisdiction Pending review and letter issuance h.Federal agencies ❑YesNo ........._ ......... .....,, 6 . i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? OYesE3No If Yes, ii. Is the project site located in a community with an rnppxovcd Local W atcrfrortt Revitalization Program? 0 Yes❑No iii. Is the project site within a Coastal Erosion Hazard Arend? Portions of the property wiftn the CEHA zone„proposed ❑yes No �aru�twaic.lkorro a�.liv�t�l fa.lo�~ated 1'anrlwa��of kfi�e CCHA N_unr�� ... .., C.Planning and Zoning C.I.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan, local law,ordinance,rule or regulation be the ❑YesONa;g only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. a.Do any municipally-adopted (city,town village or county)comprehensive land use plan(s)include the site ❑YesNo where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ❑Yes❑No would be located? b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway ❑YesNo Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, E3YesoNo or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance, OYes[:]No If Yes,what is the zoning class ification(s)including any applicable overlay district? R-120 .......................................................................... ....... .............................. ------ ............... --- ......................... ....... ..................... b. Is the use permitted or allowed by a special or conditional use permit? OYes[:]No .......... c.Is a zoning change requested as part of the proposed action? [:]Yesg]No If Yes, i. What is the proposed new zoning for the site? --------------—--------- -------------- —----- . ....... C.4.Existing community services. a.In what school district is the project site located? Fishers Island School District ---------..................... 1111-1-.................................... b. What police or other public protection forces serve the project site? ............................ .............''I'll,............ ------- ---------- c.Which fire protection and emergency medical services serve the project site? Fishers Island V unteer Fire De rtrp,e,nt .........................- .........--------........................... .............................................. ------ d.What parks serve the project site? ...........None .. 1111111- ..................................................... .................. ------ --------- . ................................................. ....................................... .. ....................... ............................................................. —--------------------------...... ................................................ —------------------------ ....... D.Project Details D.I.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational; if mixed,include all components)? Commercial, private golf club ........... b. a.Total acreage of the site of the proposed action? 12•3 acres b.Total acreage to be physically disturbed? 3.1 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 200, acres c.Is the proposed action an expansion of an existing project or use? 0 YesE]No i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % GFA increase 10,471 sq.ft Units:...................... .......... d.Is the proposed action a subdivision,or does it include a subdivision? E]Yes ONo If Yes, i. Purpose or type of subdivision?(e.g,, residential, industrial,commercial;if mixed,specify types) -- -- -------- .....--- -------- .............. ii. Is a cluster/conservation layout proposed?----- E]Yes E]No iii. Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum --- Maximum e.Will proposed action be constructed in multiple phases? [:]YesONo i. If No, anticipated period of construction: --1-2- months ii. If Yes: a Total number of phases anticipated 0 Anticipated commencement date of phase I (including demolition) month year e Anticipated completion date of final phase month ____year • Generally describe connections or relationships among phases, including any contingencies where progress of one phase may determine timing or duration of future phases: —I'll,--------------------—... ....................................................... ... ....................... ...................................... -1-...................... ....................................................... ... ................................... ---................................... ---------- .......... Page 3 of 13 Paoe4ofl3 ii."I D I e 11 scr 11 i"I b 11 e how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: ............................................. ------ .......................................... . ............... ......................................... .................. ........................................................ ................................... .................................................................. ---------- ........ . ............................. ---------------.......— - -—-----------------........... ......................................... .......----- .................... -------- ---------------.... ................-- iii. Will proposed action cause or result in disturbance to bottom sediments? E]YesE]No IfYes,describe: ................ -"-............ ---- ............... iv. Will proposed action cause or result in the destruction or removal of aquatic vegetation? El YesE]No If Yes: • acres of aquatic vegetation proposed to be remove& ........ .......................... • expec ed acreage of aquatic vegetation remaining after project completion: --- -------- . ........ • purpose of proposed removal(e.g.beach clearing, invasive species control,boat access): —------- -------------- ...................... -------------- • proposed method of plant removal: ......................... ......................... .........---------- • if chemical/herbicide treatment will be used,specify product(s): ... ............................ v. Describe any proposed reclamation/mitigation following disturbance: ............ .......... -------- --------- .... ..... ........ ........................................................................... ..........——------- .....-------.............. ... c.Will the proposed action use,or create a new demand for water? OYes[:]No If Yes: Existing 6,710,proposed 8,210 L Total anticipated water usage/demand per day: increase 1,500,,gpd gallons/day .... .................... 1.11,11,111,11111,11-111- ii. Will the proposed action obtain water from an existing public water supply? OYes E]No If Yes: • Name of district or service area: Fishers Islan U I it 'arnp ny ... .... ....................------------ - - I I I dL1'Mry-�� • Does the existing public water supply have capacity to serve the proposal? 0 Yes[--]No • Is the project site in the existing district? 0 YesE]No • Is expansion of the district needed? El Yes[Z]No • Do existing lines serve the project site? 0 YesEl No iii. Will line extension within an existing district be necessary to supply the project? E]Yes EZ]No If Yes: • Describe extensions or capacity expansions proposed to serve this project: .................. ............... ............................................ 111-1-1-1.1...................................I "I..................... ..........-1-.......-------......... -,-" -............................. ................. ................ ,, -'--............ • Source(s)of supply for the district: . ..... .......................................................................—111-1.1.1—-—--------- 1111-11-I'll.................. iv. Is a new water supply district or service area proposed to be formed to serve the project site? E] YesONo If,Yes: • Applicant/sponsor for new district: ,,,.......... ................ ------........ 1-111-1,..................... • Date application submitted or anticipated: -------- .......... ....... . ......... .................. • Proposed source(s)of supply for new district: ............. v. If a public water supply will not be used,describe plans to provide water supply for the project: ..................... .............. .......................................... .......................................... ........................................................................ ................................. .......... -------.................. vi.If water supply will be from wells(public or private),maximum pumping capacity:_gallons/minute. d. Will the proposed action generate liquid wastes? 0 Yes DNo If Yes: i. Total anticipated liquid waste generation per day: 9,710 gallons/day H. Nature of liquid wastes to be generated(e.g., sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each):� ...... ................ ..................................................... ....... _general sanitary waste for the retail use,club ho changjn9,,,Fqoms and the restaurant use...................................... ............................. -RS-t� ................................................ -------- .......... ------ ............... iii. Will the proposed action use any existing public wastewater treatment facilities? OYes[Z]No If Yes: • Name of wastewater treatment plant to be used: ......................... ----------- ........................... • Name of district: --------- ---- .. ...........--- --—------- • Does the existing wastewater treatment plant have capacity to serve the project? E]YesE]No • Is the project site in the existing district? [:]Yes[-]No • Is expansion of the district needed? [:]YesE]No Page 5 of 13 • Do existing sewer lines serve the project site? Yes No • Will line extension within an existing district be necessary to serve the project? Yes No If Yes: • Describe extensions or capacity expansions proposed to serve this project: ------- ..................................... 1111111111111-......................... .... I . ............................... ................. .....—------------- _'_........................................ ........... ............................ -. ..... ............. —--------------. ......-...................................................... ........................................... ............ ............ iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? []YesONo If Yes: • Applicant/sponsor for new district: .......----- ........... _------------- .............................. ..... • Date application submitted or anticipated: ........—-----..... .............................. ----- • What is the receiving water for the wastewater discharge? ............... --------------...... -............... ................................................ ................. v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge,or describe subsurface disposal plans): Subsprracetartard septic tank end leachin ........... ------____. ®..r .......................................... ....................... .............................. ....... ........ .......................................... ... ---- -.-...... ...................................................... ................................ .............. vi, Describe any plans or designs to capture,recycle or reuse liquid waste: ............... None.proposed. -----.............. ........—------- 1-1-11....................... ...................... -----------........ ...... ............ ................................... ................................ "''_______............... e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point OYes[:]No sources(i.e,ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e. sheet flow)during construction or post construction? If Yes: L How much impervious surface will the project create in relation to total size of project parcel? 5,000 Square feet or _acres(impervious surface) ' Square feet or 12.3 acres(parcel size) ii. Describe types of new point sources. Additional roof run off for the proposed additions. Additional run off for the parking areas. ... ...... ........................... .............................. --------...... ................ . ......... iii, Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? On-site stornmater catch basis to drvwells. ............................. .-....... ..... ............... -----------........ - ®.------------.. .„.mm..,..................................... ..................................................... . ......... -------......... ....................... ...... • If to surface waters,identify receiving water bodies or wetlands: ------- ........... I_11-1............... --------------...... I--............................................... --—------ ......................... ...... ............. ---------- -------...................... I........................................... .... ....................... ...................... ..................................... ......___------—----------.....-, _.............................. Will stormwater runoff flow to adjacent properties? E]YesONo iv.V. Does proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? OYesE]No f Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel Yes No combustion,waste incineration,or other processes or operations? If Yes, identify: i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) .....—-------------------- ............................................................... 1-111 1-............ ...................... 11-11....................... U. Stationary sources during construction(e.g.,power generation,structural heating, batch plant,crushers) ................................................. . .............. iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) _.....................- . . ......... ............................. ........... _........................................ .................................. .......... ........... g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, DYesONo or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet E]Yes No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: ................ l'ons/year(short tons)of Carbon Dioxide(CO2) • l'ons/year(short tons)of Nitrous Oxide(N20) • ..............—Tons/year(short tons)of Perfluorocarbons(PFCs) • loi islyca r(short tons)of Sulfur Hexafluoride(SF6) • Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) _'"l rets/year(short tons)of Hazardous Air Pollutants(HAPS) Page 6 of 13 h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, E]YesONo landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric): ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring):--____ ---—-------------- ------------ " --------------- ........................................ I'll I I"-----...------..............1-1............................................. 11-11,11,11111,................................ ------....... .......... ---------- i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as Elyes[Z]No quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): ----------------------................................. ''I'll", I -..............................I -------.................... 1-11,11111-11-11 1-,------------....................... .................................................. ............... ............................................... j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial [-JYcsoNo new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): El Morning 11 Evening OWeekend El Randomly between hours of--- to ii. For commercial activities only,projected number of semi-trailer truck trips/day: .......... Parking spaces: Existing . ..... Proposed................. Net increase/decrease ,,,.,Yes ]Y-esE]No iv. Does the proposed action include any shared use parking? v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: 1-................. ....... '........................................... .... .......................................................... ....................... -------..... --------............... ............................................................... ...... ........................................ ... ............. —-----................. ......-' - - -- - ---------- -- -- - --------- - ........................... ------ - —---- Vi. Are public/private transportation service(s)or facilities available within V2 mile of the proposed site? Yes No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric E]YesE]No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing Yes No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand OYes[-]No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: ------ small energy,increase for the additional sq.ft.for the club house. -1........................................... I'll ....................... -11-11-................ --------................. ........----............ i.i.. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): local utifity,og Fishers Nkand —-- ---------..... .......... -,""I'll............................. --------............... ---------........................ ........... ilii. Will the proposed action require a new,or an upgrade to,an existing substation? E]YcsoNo 1.Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • Monday-Friday: 7-7 0 Monday-Friday: 7-7 .... ................. ..........-....---...................... • Saturday: —-----—7-7........... 0 Saturday- .............................. 7-7 * Sunday: ---------............................ ... None 0 Sunday: 7-7"7 --------•- I • Holidays: None a Holidays: ............. T-7 .................. ............................................................. Page 7 of 13 m. Will the proposed action produce noise that will exceed existing ambient noise levels during construction, El Yes No operation,or both? If Yes: i. Provide details including sources,time of day and duration;, ...............,,".............................--------------.....—---------------- .................................................................... ------------........ ....... ............. Will e-d-action remove-ex i s t'in''g' 'n"' - ----- ou - --n--o ---- ---E '' - " --- aiuraI barriers that Id act as a noise barrier or screen? JYes3No Describe: ------.............. __-, ....................................... .................................. . ............................................... ...... .................----------...................... ......... --------- . ....................................... .......... """111111111",...... n.. Will the proposed action have outdoor lighting? OYesE]No If yes: i. Describe source(s), location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: Proposedppr�kn a c_1pathliMng meeting regulations for the liqbt.fxtu.r.e�,andl,lilgltoutpu L. ................................................. .................... ............................... ....................................... ......... ........... ............. ............................................... ............—---------- ................ U. Will proposed action remove existing natural barriers that could act as a light barrier or screen? [JYes0No Describe: ...................... ......................... -------- -----------......... o. Does the proposed action have the potential to produce odors for more than one hour per day? El Yes 0No If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupiedstructures: ................................... -------—------------ 1 11-1111,___........................I'll 1 ..r............ ....... .....----------- ............................................. ................................. ....................................................... -----------------__ '----.----................................................................ ................... ....................------...... ...... ......................................... —----- ................................................................................... .................................—------ p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) El Yes®No or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored Existing above ground 1000 gallon oil tank to heat the buidling........... ....................... ..................... .................... "I'll—---------------- ........ -- ii. Volume(s) per unit time _ (e.g.,month,year) iii. Generally describe proposed storage facilities: ................... ................................................................. ................ .......--------......................................-1111,------------------- ............................. ------- q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, 0 Yes E]No insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): Stanclard,,,ppp -------- ------------.---..... 11----------------- _!ication on a golf course, None associated with the expansion of the club house_..... ..None_..............associated. ........................................ 1___....___.._._............... ........................ —--— -- __--............. ...... ...................................................... --------......... .... ..... ...... ................ .................... .... ..................................... "__ —----------------- .................— ............................ .............. - '"................ ..........------_ ---- _-------- ......... .... ............... ...................... .... ..... ........................................................ ................................ ...— . -----........... ii. Will the Pest Management Practices? El Yes E]No r.Will the proposed action (commercial or industrial projects only)involve or require the management or disposal 0 Yes []No of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: tons per _ 12 (unit of time) • Operation : tons per seasonal (unit of time) U. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: .......1 111- ------.................... _11-------------------—--------- ------............... .............. ...... .............................. - ............................................ ............... - -------- • Operatiow _ -----------—------ ......... -------------........... ........................... ----------- ..................... .. ............. iii. Proposed disposal methods/facilities for solid waste generated on • Construction: Removal to CT and the ously, roved p upland disposal facility for Fishers Island. .................. -------------........ ............. .......... ...................---------------. ................................................. ............... ------......... • Operatiom Removal to CT and,the previously apprpvedupAand dispos 11 facility fq�_Fishers Island. ----................ ..................... ........... .................................. ... ..................... -------------...................... .............................. .............----------------------- .................................... ..................................................... ......................................... Page 8 of 13 s.Does the proposed action include construction or modification of a solid waste management facility? El Yes 0 No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities):—----- ------- ........... ...................... .........—------............ ii. Anticipated rate of disposal/processing: • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour, if combustion or thermal treatment iii. If landfill,anticipated site life: .11,11, -,""1',"................. I'll years t. Will proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous E]YesoNo waste? If Yes: i. Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: ........... —--------------—-— -----__---------------— .................................................................. .................. ..... ............ .............................................................. ..................................................... ------............. ii. Generally describe processes or activities involving hazardous wastes or constituents: ------------........ ................... ........................................................... ... 1111111111111111111111-11----------------........................................... 11-111111-1-11.................. ........... -,""I'll"........---------------..... --------.......................... .................................. —-------------- — -------- ------------------ .. ..... .............. ......................--- iii. Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: ........................................... ..........'"" ____-------- —-----------------..................................... ___------------- ..Y.......-_❑--- . v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? es[:]No If Yes:provide name and location of facility: .................... .......--- ------.......................... .... __............................................................... ................................... __ ................................... ......... ...................... ___................ -------- ...... If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: ................................................................................... .................. ................................. -....... -----------........................ ......................... .................. ---------------------- ...................................... ....................................... ----------....... E.Site and Setting of Proposed Action ........... E.I.Land uses on and surrounding the project site a.Existing land uses. i. Check all uses that occur on,adjoining and near the project site. El Urban El Industrial [I Commercial Residential(suburban) El Rural(non-farm) E] Forest E] Agriculture 0 Aquatic Other(specify):Seasonal resort ...................................... ............. ii. If mix of uses,generally describe: ............................................1 11 ------------—-—--------- ........... .... ............................................................................... ........... ...... ----------- .......... .................. .................................... ................. b.Land uses and covertypes on the project site. Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres .................... • Roads,buildings,and other paved or impervious -5,000 sqft.inc. surfaces • Forested • Meadows,grasslands or brushlands(non- agricultural, including abandoned agricultural) ...... • Agricultural (includes active orchards,field,greenhouse etc.) Surface water features (lakes,ponds,streams,rivers,etc.) • Wetlands(freshwater or tidal) . ..... .................__... • Non-vegetated(bare rock,earth or fill) -10,000 sq.ft.inc. ............... ——-_--... ..... • Other Describe: 15,000 sq.ft.dec. ------- ................................................................... ... ......................... —--—--__ .. ................. Page 9 of 13 c.Is the project site presently used by members of the community for public recreation? DYes No i. If Yes: explain: ........................................ ............................... ------............................... ................................ d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed E]Yes[Z]No day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: ........................................ .......... ................. ................................................... - —--------- ................. .......................... ......................................................................... .............. ....................... ___------ ............. e.Does the project site contain an existing dam? ElYesONo If Yes: i, Dimensions of the dam and impoundment: • Dam height: ................ —--------------........ .................................... feet • Dam length: .......--------............ ------------ feet • Surface area: acres • Volume impounded: .------ gallons OR acre-feet ii. Dam's existing hazard classification: ....... --------.................... ....... ...... iii. Provide date and summarize results of last inspection: . ...... ......... -................. .................................... ....... ___----------......... ............... ..................................... ............ ..................... .......------......... 1-111-....................................................... ................. ............. ---------- ....... ......... ...............-. ................................ .............._�.. ...... f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, [JYes0No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i. Has the facility been formally closed? [-]YesE] No 0 If yes,cite sources/documentation; -----..... ............ .. ................................. ,—-------------—------ ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: .............................. .......... .......................................... .........................................- .......... ,................... ... ................. -- ----- activities: .. —-------- iii. Describe any development constraints due to the prior solid waste ......... .... .......................... ............................................. ..... ...............__-----............. ........—-—----_--- -------..... ___............. g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin El Yes[Z]No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred: --------...................... ..............- ",........... — -------- ................. ....................... '............. ...... ,""I'll,-----------............. ..................................................11-11..................................... .................... h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any E]Ye� remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site Yes No Remediation database? Check all that apply: El Yes—Spills Incidents database Provide DEC ID number(s): El Yes—Environmental Site Remediation database Provide DEC ID number(s):..... .. --------------- .... E] Neither database ii. If site has been subject ofRCRA corrective activities,describe control measures: .... ---__ ...................................................... 11-111111- —------------ .......................................... ................................. .........................— .......—----- -- ------ .............................. . ® ........... .... ................__ I'll ------- W. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? E]YesONo If yes,provide DEC ID number(s): iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): .......... .................................................. —------............................ .......... ............. .............. ........ Page 10 of 13 ................................... V. Is the project site subject to an institutional control limiting property uses? Yes No • If yes,DEC site ID number: .. ............ ---------------__ ---------------------................................... ' --------. .... • Describe the type of institutional control(e.g.,deed restriction or easement): _ ......... ---- ............--------................................. • Describe any use limitations: ----. ........ ..................------------------------ 1111111111111"------------------— ................................................ • Describe any engineering controls: ' ' ------ ...............--------...... ------------................... 1--......................................... • Will the project affect the institutional or engineering controls in place? E]Yes[-]No • Explain: --------- ......................... ................................................................................. ..... ..........--------------—------ ............................ ........... ' ------- ............................ -----------------........................................... .......... ......... —-----------........ ........................................................................................ ............. E.2. Natural Resources On or Near Project Site a.What is the averagedepth to bedrock on the project site? .................................N/A feet --------------------- ------- .............. IO b.Are there bedrock outcroppings on the project site? E]YesNo If Yes,what proportion of the site is comprised of bedrock outcroppings? c.Predominant soil type(s)present on project site: Rd13 Riverhead Sandy Loam .......... _4_0 % "I'll 11-------------------....................... ReB Riverheady Very Stony Loam 30 % .. 11111111111111.......................................................... ................................... ReC Riverhead Very Stony Loam 30 % .......................................................... ... ... ................. --—-----.. ................. d. What is the average depth to the water table on the project site? Average: 96 feet e.Drainage status of project site soils:O Well Drained: .............90%of site 0 Moderately Well Drained: .............._10.%of site E] Poorly Drained %of site ..................... Approximate proportion of proposed action site with slopes: 0 0-10%.- 85%of site ❑ 10-15%: t0 %of site ❑ 15%or greater: of site g.Are there any unique geologic features on the project site? EfVcsWJNo If Yes,describe: Nearby bluff but not in theprojea area!............................. —---------- .............................. ..... .................................. y -------not -- ........................ 11 ...................................................... ..........------...........—---------------- ........... h. Surface water features. i.. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, Yes No ponds or lakes)? The property contains wetlands along the shoreline, ii. Do any wetlands or other waterborlies adjoin the project site? however the construction activities occur outside of the YesNo If Yes to either i or fl,continue. If No,skip to E.21. wetland setbacks and jurisdictions. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, OYes state or local agency? Block Island Sound iv. For each identified regulated wetland and waterbody on the project site,provide th6 following information: • Streams: NameClassification................ ------ .................... • Lakes or Ponds: Name Classification..... ................................................. ....... ........... 13-1—ockIsland§ound 6-2-4-Al-8-0- SA Federal Waters Approximate Size -300 sq.miles • Wetlands: Name ....... ----—---------------------- • Wetland No.(if regulated by DEC) .................. ...... Yes®No v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ity-impaired E❑-] waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: ........................ ............................... ............................................ -----------.......................... -----........ ...... i.Is the project site in a designated Floodway? OYesoNo ..... ...... j.Is the project site in the 100 year Floodplain? OYesE]No ..................._.. _............ k.Is the project site in the 500 year Floodplain? [:]Yes[Z]No I.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? [Z]YesONo If Yes: LiName of aquifer:Upper glacial aquifer,Nassau-Suffolk SSA _......................................................... .... ------------— ............................................_.........1-1-1.......... ........ Page 11 of 13 in. Identify the predominant wildlife species that occupy or use the project site: deer ------- — _ ..........-- ......... .............. .._...... small wildlife - --- ......--- ..................... .........--- birds n.Does the project site contain a designated significant natural community? OYes o If Yes: i. Describe the habitat/community(composition,function, and basis for designation): Marine Rocky Intertidal-Proposed construction aotivRy no in the area. H. Source (s}of description or evaluation: W. Extent of community/habitat: • Currently: acres • Following completion of project as proposed acres • Gain or loss(indicate+or-): acres o.Does project site contain an species of plant or animal that is listed ...... y p p by the federal government or NYS as Yes No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? None identified to date in the construction activity, Does the project site contain an species of plant or animal that is listed b NYS as rare,p, p j o y p p y e,or as a species of Yes No special concern? q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑Yes No If yes,give a brief description of how the proposed action may affect that use: E.3. Designated Public Resources On or Near Project Site a.Is the ,ro'ect siteor any portion of rt located in a designated agricultural district cert _. ..... p , certified pursuant to Yes No Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number b. � Areagricultural lands consisting of highly productive soils present? Yes®No i. If Yes:acreage(s)on project site? ii. Source(s)of soil rating(s): c. Does the project site contain all or part of,or is it substantial) contiguous toga registered National Ye "..... y g g s No Natural Landmark? If Yes: i. Nature of the natural landmark: Biological Community ❑ Geological Feature ii. Provide brief description of landmark,including values behind designation and approximate size/extent d.Is the project site located in or does it adjoin � a state listed Critical Environmental Area? Yes No If Yes: i. CEA name: Fishers Island,Peconic Bay and Environs .® , __.____ -- _ - - ii. Basis for designation: Benefit to human health&protect drinking water protect public health,water,vegetation&scenic beauty agency Date 7-1 2. 8,Agency Suffolk County iii. Designatinga enc and date: Date:3 16-90, Page 12 of 13 --_--�.-. ....... ......... e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ❑Yes®No which is listed on,or has been nominated by the NYS Board of Historic Preservation for inclusion on,the State or National Register of Historic Places? If Yes: i. Nature of historic/archaeological resource: ❑Archaeological Site ❑Historic Building or District ii. Name: taa .... Brief description of attributes on which listing°is based...°.°.°........................._........................................_................................._....__........ ..... _.... f.Is the project site,or any portion of it, located in or adjacent to an area designated as sensitive for ®Yes❑No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g.Have additional archaeological or historic site(s)or resources been identified on the project site? []Yes®No If Yes: i.Describe possible resource(s): ................ ii. Basis for identification: ........ ......... ............... .......----_. h. Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local ❑Yes®No scenic or aesthetic resource? If Yes: i. Identify resource: ii. Nature of,or basis for,designation e. established highway °state°or local park,state historic trail o g ( g,, g ay o erl k, r scenic byway, etc.): ...... — iii. Distance between project and resource: -. , miles. i. Is the project site located within a designated river corridor under the Wild, Scenic and Recreational Rivers ❑Yes®No Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation; _ _ ii. Is the activityconsistent with development restrictions contain p ed in 6NYCRR Part 666? [-]Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name Lisa Poyer°Inter-Science Research Assoc. Date _ �' Si n8ttlr'L Title Environmental Planner PRINT FORM Page 13 of 13 EAF Mapper Summary Report Thursday, April 2D. 2O1G 12:35 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form(EAF).Not all questions asked in the EAF are answered by the EAF Mapper.Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC,you may also need to contact local or other data sources in order to obtain data not provided by the Mapper.Digital data is not a substitute for agency determinations. Sl- '�n China Bii [Coastal orWaterfront Area] Yes Biii [Local Waterfront Revitalization Area] Yes C.2b. [Special Planning District] Digital mapping data are not available orare incomplete. Refer toEAF Workbook. E.1.h [DEC Spills or Remediation Sihe' Digital mapping data one not available orare incomplete. Refer to EAF Potential Contamination History] Workbook. E.1.h.i [DEC Spills orRemediation Sito' Digital mapping data are not available orare incomplete, Refer to EAF Listed] Workbook. E.1.h.i [DEC Spills urRemediation Gite' Digital mopping data are not available or are incomplete. Refer to EAF Environmental Site Remediation Database] Workbook. E.1.h.iii [ Vithin2.00O'of DEC Remediation No Sita] E.2.g [Unique Geologic Features] No E.2.h.i [Surface Water Features] Yes E.2.h.ii [Surface Water Features] Yes E.2.h.iii [Surface Water Features] Ymn-D[gUminnappknQinhzrmatimmmnUmomhmndfmdeme<weHondmand vvntarbnd|eaioknown tobeincomplete. Refer toEAF Workbook. E.2.h.iv(Surface Water Features' 924-180 Loke/PondName] E.2.h.iv [Surface Water Features- S/4 Lake/PondC|000ifiooUon] E.2.h.iv [Surface Water Features'Wetlands Federal VVetnnm, Tidal Wetlands, NYS Wetland Name] E.2.h.iv [Surface Water Features'Wetlands NYS Welland ((nocmym):32.7 Size] E.2.h.iv[Surface Water Features' DEC MY-8 Wetlands Number] E.2.hx [impaired Water Bodies] No Full Environmental Assessment Form - EAF Mapper Summary Report / E.2.i. [Floodway] No E.2.j. [100 Year Floodplain] Yes E.2.k. [500 Year Floodplain] No E.2.1. [Aquifers] Yes E.2.1. [Aquifer Names] Sole Source Aquifer Names:Nassau-Suffolk SSA E.2.n. [Natural Communities] Yes E.2.n.i [Natural Communities- Name] Marine Rocky Intertidal E.2.n.i [Natural Communities-Acres] 63.0 E.2.o. [Endangered or Threatened Species] Yes E.2.p. [Rare Plants or Animals] No E.3.a. [Agricultural District] No E.3.c. [National Natural Landmark] No E.3.d [Critical Environmental Area] Yes E.3.d [Critical Environmental Area- Name] Fishers Island, Peconic Bay and Environs Il 3, J [CiruV:icar II I'nAiionmantM Area- Benefit to human health & protect drinking water, Protect public health,water, V°?,ea=l vegetation, &scenic beauty [0o1ibcall nvir(.)uv�u�uenLal Area— Date Date:3-16-90, Date:7-12-88, Agency:Suffolk County and Agency] E.3.e. [National Register of Historic Places] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.3.f. [Archeological Sites] Yes E.3.i. [Designated River Corridor] No Full Environmental Assessment Form - EAF Mapper Summary Report 2 Agency Use 00y I ffojiphodflel Full Environmental Assessment Form Project: [F�Om�W.nd Club�AddR*n �� Part 2-Identification of Potential Project Impacts Date. 9112 11 1 1 1 1 6 Part 2 is to be completed by the lead agency. Part 2 is designed to help the lead agency inventory all potential resources that could be affected by a proposed project or action. We recognize that the lead agency's reviewer(s)will not necessarily be environmental professionals. So,the questions are designed to walk a reviewer through the assessment process by providing a series of questions that can be answered using the information found in Part 1. To further assist the lead agency in completing Part 2,the form identifies the most relevant questions in Part I that will provide the information needed to answer the Part 2 question. When Part 2 is completed,the lead agency will have identified the relevant environmental areas that may be impacted by the proposed activity. If the lead agency is a state agency and the action is in any Coastal Area,complete the Coastal Assessment Form before proceeding with this assessment. Tips for completing Part 2: • Review all of the information provided in Part 1. • Review any application,maps,supporting materials and the Full EAF Workbook. • Answer each of the 18 questions in Part 2. • If you answer"Yes"to a numbered question,please complete all the questions that follow in that section. • If you answer"No"to a numbered question,move on to the next numbered question. • Check appropriate column to indicate the anticipated size of the impact. • Proposed projects that would exceed a numeric threshold contained in a question should result in the reviewing agency checking the box"Moderate to large impact may occur." • The reviewer is not expected to be an expert in environmental analysis. • If you are not sure or undecided about the size of an impact,it may help to review the sub-questions for the general question and consult the workbook. • When answering a question consider all components of the proposed activity,that is,the"whole action". • Consider the possibility for long-term and cumulative impacts as well as direct impacts. • Answer the question in a reasonable manner considering the scale and context of the pro,jec(, .......... 1. Impact on Land Proposed action may involve construction on,or physical alteration of, NO OYES the land surface of the proposed site. (See Part 1.D.1) If"Yes", answer questions a J. If"No", move on to Section 2. .......................... Relevant No,or Moderate Part I small to large Question(s) impact impact may cur occur - a. The proposed action may involve construction on land where depth to water table is E2d ❑ less than 3 feet. b.The proposed action may involve construction on slopes of 15%or greater. E2f El .................... c.The proposed action may involve construction on land where bedrock is exposed,or E2a generally within 5 feet of existing ground surface. d.The proposed action may involve the excavation and removal of more than 1,000 tons D2a 0 El of natural material. ................ e.The proposed action may involve construction that continues for more than one year Dl 0 El or in multiple phases. ................................................................................................................................................................. ----------- ........................................................................................ 111111111111.......... ... ........... f.The proposed action may result in increased erosion,whether from physical D2e,D2q 0 El disturbance or vegetation removal(including from treatment by herbicides), ............. .............. ....... ...........__—, g.The proposed action is,or may be,located within a Coastal Erosion hazard area. Bli El ........................................................................................................ ................................. .............. -❑- h. Other impacts: . ............................................................................................ 0 El ..................... ............... .. ... ----------------------------- Page 1 of 10 ...�,...,...,,. _ . . 2. Impact on Geological Features The proposed action may result in the modification or destruction of, or inhibit access to, any unique or unusual land forms on the site(e.g., cliffs,dunes, NO YES minerals, fossils, caves). (See Part 1. E.2.g) Lf" q If"No", move on to Section 3. I Yes , answer questions a-c. � �� .� ... ..�. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.Identify the specific land form(s)attached: E2g b.The proposed action may affect or is adjacent to a geological feature listed as a E3c :a! registered National Natural Landmark. Specific feature. c. Other impacts: ' -------------------------------- ..................................................................................... L—r 3. Impacts on Surface Water The proposed action may affect one or more wetlands or other surface water NO OYES bodies(e.g., streams,rivers,ponds or lakes). (See Part 1.D.2,E.21) If"Yes", answer questions a-1. If"No", move on to Section 4. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action may create a new water body. D2b,Dlh ® ❑ b.The proposed action may result in an increase or decrease of over 10%or more than a '', D2b ® ❑ 10 acre increase or decrease in the surface area of any body of water. c.The proposed action may involve dredging more than 100 cubic yards of material D2a ❑ from a wetland or water body. d.The proposed action may involve construction within or adjoining a freshwater or E2h IZI El tidal wetland,or in the bed or banks of any other water body. e.Theroposed a � p action may create turbidity in a waterbody,either from upland erosion, D2a,D2h IZI El runoff or by disturbing bottom sediments. f.The proposed action may include construction of one or more intake(s)for withdrawal 132c l l' of water from surface water. g.The proposed action may include construction of one or more outfall(s)for discharge D2d ❑ ❑ of wastewater to surface water(s). h.The proposed action may cause soil erosion,or otherwise create a source of D2e ® ❑ stormwater discharge that may lead to siltation or other degradation of receiving water bodies. i.The proposed action may affect the water quality of any water bodies within or E2h 0 El downstream of the site of the proposed action. j.The proposed action may involve the application of pesticides or herbicides in or D2q,E2h 0C1 around any water body. k.The proposed action may require the construction of new,or expansion of existing, Dl a,D2d [ El wastewater treatment facilities. Page 2 of 10 1.Other impactsmx I.Topose d action could r s utl in s increase in nitrggen Rr�astlr7rp to r.-yound Ater ❑ from on-site,conventional wastewater sanitary systems(leaching field). 4. Impact on groundwater ........................................ ...... The proposed action may result in new or additional use of ground water,or []NO OYES may have the potential to introduce contaminants to ground water or an aquifer. See Part 1.D.2.a D.2.c D.2.d D.2. D.2. D.2.t 9 9 9 9 9 ( p q ) If"Yes", answer questions a-h. If"No", move on to Section 5. �.... . ._... .:.... ........ ._............ m, ..m�, _�...... Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action may require new water supply wells,or create additional demand D2c ® ❑ on supplies from existing water supply wells. b.Water supply demand from the proposed action may exceed safe and sustainable D2c 0 ❑ withdrawal capacity rate of the local supply or aquifer. Cite Source: Fishers Island Water Works-BMP s proposed c.The proposed action may allow or result in residential uses in areas without water and Dla,D2c sewer services. d.The proposed action may include or require wastewater discharged to groundwater, D2d,E21 El 0 e.The proposed action may result in the construction of water supply wells in locations D2c,EIf, 0 ❑ where groundwater is,or is suspected to be,contaminated. EIg,Elh f.The proposed action may require the bulk storage of petroleum or chemical products D2p,Ell over ground water or an aquifer. g.The proposed action may involve the commercial application of pesticides within 100 E2h,D2q, feet of potable drinking water or irrigation sources. E21,132c It. Other impacts:lalwtrPva ..0.I .tttgtaBlhttq�urle I ItIl3l5�o1 p1. 3 D.q + �it?.6,e+ls.t,a_1 I�tt._ .t .isp � .aa;1 ❑ 0 7,170 gpd wastewat. The proposed action could result in a increase in nitrogen loading to elrouridwater from...2......n......-...s.fe converitionaf wastewater sanitary systems. 5. Impact mpa ton Flooding dm .a.................. .. .......__ _ ___ _m y result in development on lands subject to flooding. NO ❑YES (See Part 1. E.2) If"Yes", answer questions a-g. If"No", move on to Section 6. __ ......... Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action may result in development in a designated floodway. Eli F1 u b.The proposed action may result in development within a 100 year floodplain. E2j r:7i c.The proposed action may result in development within a 500 year floodplain. Elk d.The proposed action may result in,or require,modification of existing drainage D2b,D2e patterns. e.The proposed action may change flood water flows that contribute to flooding. D2b,Eli, r_i EJ E21 Elk £If there is a dam located on the site of the proposed action, is the dam in need of repair, El e I J 1i I or upgrade? Page 3 of 10 �.... ..mpacts:�.., ..... . g.Other. _m L) 6. Impacts on Air The proposed action may include a state regulated air emission source. NO ®YES (See Part 1.D.2.f., D,2,h,D.2.g) If"Yes", answer questions a-f If"No", move on to Section 7. m.,,m................................ — .--...... . Relevant No,..��r... .... .Moder............. Moderate Part I small to large Question(s) impact impact may mai occur .. ..occur ......... a.If the proposed action requires federal or state air emission permits,the action may also emit one or more greenhouse gases at or above the following levels: i. More than 1000 tons/year of carbon dioxide(CO2) D2g u:::a D ii. More than 3.5 tons/year of nitrous oxide(N20) D2g EJ 0 iii.More than 1000 tons/year of carbon equivalent of perfluorocarbons(PFCs) D2g -a 1:I iv.More than.045 tons/year of sulfur hexafluoride(SF6) D2g r::a 0 v. More than 1000 tons/year of carbon dioxide equivalent of D2g C hydrochloroflourocarbons(HFCs)emissions vi.43 tons/year or more of methane D2h [D b.The proposed action may generate 10 tons/year or more of any one designated D2g hazardous air pollutant,or 25 tons/year or more of any combination of such hazardous air pollutants. .._____ ------------- The proposed action may require a state regi..stration ..... .� ..mm._, .�...r,.___...__...�.. a ..._ _. ,or may produce an emissions D2f,D2g rate of total contaminants that may exceed 5 lbs.per hour,or may include a heat source capable of producing more than 10 million BTU's per hour. d.The proposed action may reach 50%of any of the thresholds in"a"through Ile„ D2g above. e.The proposed action may result in the combustion or thermal treatment of more than 1 D2s a:::r r_j ton of refuse per hour. f.Other impacts: Ej 1i 7.................Impact on Plants mand ...Animals ............................................... The proposed action may result in a loss of flora or fauna. (See Part 1. E.2, m.-q.) NO ❑YES If"Yes", answer questions a- "No", move on to Section 8. ------ -- ----. ........ ..'...........___. ----- , __ -- Relevant No or Moderate Part I small to large Question(s) impact impact may ^^^^^^^^^^^^^^^^^^— may occur occur a.The proposed action may cause reduction m ss of individuals of an population or to __...m._ y } �_�__� Ego :� n threatened or endangered species,as listed by New York State or the Federal government,that use the site,or are found on,over,or near the site. b.The proposed action may result in a reduction or degradation of any habitat used by Ego C-: any rare,threatened or endangered species,as listed by New York State or the federal government. c.The proposed action may cause reduction in population,or loss of individuals,of any E2p P �. species of special concern or conservation need,as listed by New York State or the Federal government,that use the site,or are found on,over,or near the site. d.The proposed action may result in a reduction or degradation of any habitat used by E2p FI 0 any species of special concern and conservation need,as listed by New York State or the Federal government. n_ _,mm .. a,. .m..............._n . .. — Page 4 of 10 e.The proposed action may diminish the capacity of a registered National Natural E3c D Landmark to support the biological community it was established to proteci, f.The proposed action may result in the removal of,or ground disturbance in,any E2n ❑ U portion of a designated significant natural community. Source: g.The proposed action may substantially interfere with nesting/breeding,foraging,or Elm over-wintering habitat for the predominant species that occupy or use the project site. h.The proposed action requires the conversion of more than 10 acres of forest, Elb grassland or any other regionally or locally important habitat. Habitat type&information sour= ........ ................................................................................................ ----------..................................................................................................................................................... .............................................------- i.Proposed action(commercial,industrial or recreational projects,only)involves use of D2q herbicides or pesticides. ........... j.Other impacts. .....................------------- -—-—---------------- ...........__" ......................... .................... 8. Impact on Agricultural Resources The proposed action may impact agricultural resources. (See Part 1. E.3.a. and b.) W]NO [:]YES "Yes", answeryu t�qns_q_- move on to Section 9. W. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur ..............- ........................ a.The proposed action may impact soil classified within soil group I through 4 of the Etc,E3b NYS Land Classification System. ...................... ................. .............................................................. b.The proposed action may sever,cross or otherwise limit access to agricultural land Ela,Elb (includes cropland,hayfields,pasture,vineyard,orchard,etc). ........... c.The proposed action may result in the excavation or compaction of the soil profile of E3b active agricultural land. ...... .......................... [d.The proposed action may irreversibly convert agricultural land to non-agricultural Elb,E3a D uses,either more than 2.5 acres if located in an Agricultural District,or more than 10 acres if not within an Agricultural District. ............-.........------—-—-----------------..... ............. -------------- ............................................ e.The proposed action may disrupt or prevent installation of an agricultural land El a,Elb management system. .............. f.The proposed action may result,directly or indirectly,in increased development C2c,C3, LA [A potential or pressure on farmland. D2c,D2d g.The proposed project is not consistent with the adopted municipal Farmland C2c Protection Plan. h.Other impacts: ID 1A ... ................................................ ---_----------- ..................................... Page 5 of 10 _-.11-........................ . .................. 9. Impact on Aesthetic Resources The land use of the proposed action are obviously different from, or are in NO OYES sharp contrast to, current land use patterns between the proposed project and a scenic or aesthetic resource. (Part 1. E.La, E.Lb,E.3.h.) �e , answer questions a- Section 10. g-. ff"No", go to Relevant No,or Moderate Part I small to large Question(s) impact impact may ...... --T-aur Y_o� � C� a.Proposed action may be visible from any officially designated federal,state,or local E3h IZI scenic or aesthetic resource. ............... b.The proposed action may result in the obstruction,elimination or significant E3h,C2b 0 1:1 more e o o screening of one re officially designated scenic views. ..........I..I I'll I I I 11............... ............................................................................... c.The proposed action may be visible from publicly accessible vantage points: E3h i.Seasonally(e.g.,screened by summer foliage,but visible during other seasons) 0 ❑ ii.Year round ❑ ................----------...................................................................... .......... d.The situation or activity in which viewers are engaged while viewing the proposed 133h action is: E2q, i. Routine travel by residents,including travel to and from work 0- ii.Recreational or tourism based activities Elc 0 0 ....................................... e.The proposed action may cause a diminishment of the public enjoyment and E3h 0 appreciation of the designated aesthetic resource. f. There are similar projects visible within the following distance of the proposed Dla,Ela, n project: Dlf,D1g 0-1/2 mile 1/2-3 mile 3-5 mile 5+ mile g. Other impacts:Architecture will bl,el,ldesigned,tq,syppor..t the existing character of the area. 0 ❑ .......... ...... .......................................................................................... . ..... ............................................... ............................................... ---- ............... 10. Impact on Historic and Archeological Resources The proposed action may occur in or adjacent to a historic or archaeological I/ NO YES resource. (Part 1. E.3.e, f. and g.) If"Yes", answer questions a-e. If"No", go to Section 11. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur ............... .............. ................................................................... a.The proposed action may occur wholly or partially within,or substantially contiguous Ele U to,any buildings,archaeological site or district which is listed on or has been nominated by the NYS Board of Historic Preservation for inclusion on the State or National Register of Historic Places. b.The proposed action may occur wholly or partially within,or substantially contiguous E3f to,an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory. c.The proposed action may occur wholly or partially within,or substantially contiguous E3g El to,an archaeological site not included on the NY SHPO inventory. Source: .........................._...................... ------------ --——__________---- ................. Page 6 of 10 d.Other impacts:., r �s e. If any of the above(a-d)are answered"Yes",continue with the following questions to help support conclusions in Part 3: i. The proposed action may result in the destruction or alteration of all or part E3e,E3g, [11 F.] of the site or property. E3 f ii. The proposed action may result in the alteration of the property's setting or E3e,EH, r'! r..:::u integrity. E3g,Ela, Elb iii. The proposed action may result in the introduction of visual elements which E3e,E3f, G:_-1 ❑ are out of character with the site or property,or may alter its setting. E3g,E3h, C2,C3 11. Impact on Open Space and Recreation The proposed action may result in a loss of recreational opportunities.. ora [ZINO YES reduction of an open space resource as designated in any adopted municipal open space plan. (See Part 1. C.2.c,E.Le.,E.2.q.) I ... If"No", 90 to Section 12."Yes", answer uesti ons a-e. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action may result in an impairment of natural functions,or"ecosystem D2e,Elb ❑ r_r services",provided by an undeveloped area,including but not limited to stormwater E2h, storage,nutrient cycling,wildlife habitat. Elm,Ego, .._ .. .. ��. E2n,E2 .u. ......... .... b.The proposed action may result in the loss of a current or future recreational resource. C2a,E1 c, �.m .�... W .................................._um.............. ................................................................ C2c,E2q................__.. __............. r.................................................................................... c.The proposed action may eliminate open space or recreational resource in an area C2a,C2c ❑ with few such resources. Elc,E2q d.The proposed action may result in loss of an area now used informally by the C2c,Elc community as an open space resource. e. Other impacts: mm, .. ,� ._.._.... — —_________ .....� 12. Impact on Critical Environmental Areas The proposed action may be located within or adjacent to a critical 'NOYES environmental area(CEA). (See Part 1. E.3.d) f" q "No", o to Section 13. I Yes", answer questions a c I �mmm� Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action may result in a reduction in the quantity of the resource or EM ( ❑, characteristic which was the basis for designation of the CEA. _ b.The proposed action may result in�a reduction in the quality of the �- El p p y q y e resource or E3d ❑ ❑ characteristic which was the basis for designation of the CEA. c. Other impacts: ❑ Page 7 of 10 .................. 13. Impact on Transportation The proposed action may result in a change to existing transportation systems. []NOYJ YES (See Part 1. D.2j) If"Yes", answer questions a-,,g go to Section 14. ................... ............................................ Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur ., ............. a.Projected traffic increase may exceed capacity of existing road network. D2j 0 El b.The proposed action may result in the construction of paved parking area for 500 or D2j 0 11 more vehicles. c.The proposed action will degrade existing transit access. D2j ..................... ............................................... d.The proposed action will degrade existing pedestrian or bicycle accommodations. D2j ........... e.The proposed action may alter the present pattern of movement of people or goods. D2j . ................................. ........ ......------ f. Other impacts:Increase in construction related traffic on local roads., .......................... ----—--- ............................... ... —-----.............................................................. .......... ...... 14. Impact on Energy The proposed action may cause an increase in the use of any form of energy. F]NO [Z]YES (See Part 1.D.21) K."Yes", answer questions a-e. If"No 9o to Section 15................. .......... ........... Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action will.re or an upgrade to an existing,spts!ation. . qu�ire,!��,or�, D2k 0 ❑................... El b.The proposed action will require the creation or extension of an energy transmission DIf, 0 El or supply system to serve more than 50 single or two-family residences or to serve a Dlq,D2k ,—commercial or industrial use. c.The proposed action may utilize more than 2,500 MWhrs per year of electricity. D2k 111"..1....... ........ ............__ d.The proposed action may involve heating and/or cooling of more than 100,000 square Dlg ❑ —feet of building area when completed. e.Other Impacts: —--------------------.......................................... n ------------------------------........................................................... .... ............ .... ........ -------................................................... --------------- ... ........ 15. Impact on Noise,Odor,and Light The proposed action may result in an increase in noise , odors, or outdoor lighting. NO W]YES (See Part 1. D.2.m.,n., and o.) If"Yes answerqY_estiens 9-1,LK"N-0'—', go to Section 16 ............ ......... ...................................................... Relevant No,or Moderate Part I small to large Question(s) impact impact may ma ecur occur a.The proposed action may produce sound above noise levels established b• y local D2m regulation. b.The proposed action may result in blasting within 1,500 feet of any residence, 132m,El d 0 Ej hospital,school,licensed day care center,or nursing home. ........ ................................... .......-------- c.The proposed action may result in routine odors for more than one hour per day. D2o 0 ❑ ................. Page 8 of 10 d.The proposed action may result in light shining onto adjoining properties. D2n ❑ e.The proposed action may result in lighting creating sky-glow brighter than existing D2n,El a ❑ L-1 area conditions. f.Other impacts: ...... ............. ............. El ........... 16. Impact on Human Health The proposed action may have an impact on human health from exposure ONO YES to new or existing sources of contaminants. (See Part I.D.2.q.,E.1. d. f. g. and h.) "Yes", answer uestions a-m.,, "No q, gq to Section 17. _........... m_... ........................ Relevant No,or Moderate Part I small to large Question(s) impact impact may cur a.The proposed action is located within 1500 feet of a school,hospital,licensed day Eld 0 El care center group home,mnursing home or retirement community. b.The site of the proposed action is currently undergoing remediation. EIg,Elh C.There is a completed emergency spill remediation,or a completed environmental site EIg,Elh 0 El remediation on,or adjacent to,the site of the proposed action. d.The site of the action is subject to an institutional control limiting the use of the Elg,Elh ro property(e.g.,easement or deed restriction). .......... ................. e.The proposed action may affect institutional control measures that were put in place EIg,Elh 0 El to ensure that the site remains protective of the environment and human health. ...................................———-— f.The proposed action has adequate control measures in place to ensure that future D2t El generation,treatment and/or disposal of hazardous wastes will be protective of the environment and human health. g.The proposed action involves construction or modification of a solid waste D2q5 Elf 0 1:1 management facility. h.The proposed action may result in the unearthing of solid or hazardous waste. D2q,Elf 0 El i.The proposed action may result in an increase in the rate of disposal,or processing,of D2r,D2s 0 0 solid waste. j.The proposed action may result in excavation or other disturbance within 2000 feet of Elf,Eig 17J El a site used for the disposal of solid or hazardous waste. Elh .......... ........................................ ................................................. ........... k.The proposed action may result in the migration of explosive gases from a landfill Elf,El 0- 1:1 site to adjacent off site structures. .............. ...................................... 1.The proposed action may result in the release of contaminated leachate from the 132s,E1 f, 11 project site. D2r .........................................................................."I'll................................................................................................................................................................................................................................... m.Other impacts:PotenfiW nioderatcll_long term,cumulafive impsirats tog!ound and Surface water F1 0 quality due to increased nitrogen loading from the expected sanitary waste ...................................................................................................................................................................................................................................................... .....................-......................................... ............... ....................... Page 9 of 10 17. Consistency with Community Plans The proposed action is not consistent with adopted land use plans. NO ZYES (See Part 1. CA, C.2. and C.3.) "Yes", answer questions a-h. No", go to Section 18. .......... ---------- Relevant No,or Moderate Part I small to large Question(s) impact impact may _._TALoccuroccur a.The proposed action's land use components may be different from,or in sharp C2,C3,D la 0 El I contrast to,current surrounding land use pattern(s). Ela,Elb b.The proposed action will cause the permanent population of the city,town or village C2 0 El' in which the project is located to grow by more than 5%. c.The proposed action is inconsistent with local land use plans or zoning regulations. C2,C2,C3 0 d.The proposed action is inconsistent withnt any County plans,or other regional land use C2,C2 0 El --plans. e.The proposed action may cause a change in the density of development that is not C3,Dl c, 0 El supported by existing infrastructure or is distant from existing infrastructure. DId,DIf, DId,Elb f.The proposed action is located in an area characterized by low density development C4,D2c,D2d that will require new or expanded public infrastructure. D2j g.The proposed action may induce secondary development impacts(e.g.,residential or C2a 0 commercial development not included in the proposed action) ........................................ —--—------ h.Other: ......... ------...................... 18. Consistency with Community Character The proposed project is inconsistent with the existing community character. I 1110 W]YES (See Part 1. C.2, C.3,D.2,E.3) If"Yes", answer "No", proceed to Part 3. -------- ...................................... Relevant No,or Moderate Part I small to large Question(s) impactimpact may r .................................. ma occur occura.The proposed action may replace or eliminate existing facilities,structures,or areas 133e,E31,E3g 0 El I of historic importance to the community. .......................... -------___ -------- b.The proposed action may create a demand for additional community services(e.g. C4 0 0 schools,police and fire) c.The proposed action may displace affordable or low-income housing in an areawhere C2,C3,D If 0 El there is_a shortage of such housing. Dlg,Ela ............... ...... .... ....................................... d.The proposed action may interfere with the use or enjoyment of officially recognized C2,E3 0 1:1 or designated public resources. ............................................... ............. e.The proposed action is inconsistent with the predominant architectural scale and C2„ C3 0 El w. character. ............ ................................. -—-_____----- f.Proposed action is inconsistent with the character of the existing natural landscape. C2,C3 0 El El a,El b 2h ................ ............................................................................................... .. g.Other impacts: ................. Eli, D ---—----- ........................................... ...................... .........................----------------------------- —----------------------................................................. L L FORM Page 10 of 10 Agesicy Use Only [ItApplicablcl Project [Fishers Island Club Addition Dae 19113/16 ... ........................................................... ...... Full Environmental Assessment Form Part 3-Evaluation of the Magnitude and Importance of Project Impacts and Determination of Significance Part 3 provides the reasons in support of the determination of significance. The lead agency must complete Part 3 for every question in Part 2 where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. Based on the analysis in Part 3,the lead agency must decide whether to require an environmental impact statement to further assess the proposed action or whether available information is sufficient for the lead agency to conclude that the proposed action will not have a significant adverse environmental impact. By completing the certification on the next page,the lead agency can complete its determination of significance. Reasons Supporting This Determination: To complete this section: • Identify the impact based on the Part 2 responses and describe its magnitude. Magnitude considers factors such as severity, size or extent of an impact. • Assess the importance of the impact. Importance relates to the geographic scope,duration,probability of the impact occurring,number of people affected by the impact and any additional environmental consequences if the impact were to occur. • The assessment should take into consideration any design element or project changes. • Repeat this process for each Part 2 question where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. • Provide the reason(s)why the impact may,or will not,result in a significant adverse environmental impact • For Conditional Negative Declarations identify the specific condition(s)imposed that will modify the proposed action so that no significant adverse environmental impacts will result. • Attach additional sheets,as needed. See State Environmental Quality Review Negative Declaration Notice of Determination Non-Significance narrative dated September 12,2016 attached ....................................................... Determination of Significance - Type I and Unlisted Actions .............. .................................111-................................................ ----------- ------- SEQR Status: El Type 1 0 Unlisted Identify portions of EAF completed for this Project: g]Part I Part 2 Part 3 ................... ............................................... ..............____....__—-----............................. ................................ Upon review of the information recorded on this EAF,as noted,plus this additional support information ............ and considering both the magnitude and importance of each identified potential impact,it is the conclusion of the Southold Planning Board ———__---—----- as lead agency that: [Z] A. This project will result in no significant adverse impacts on the environment,and,therefore,an environmental impact statement need not be prepared. Accordingly,this negative declaration is issued. 0 B. Although this project could have a significant adverse impact on the environment,that impact will be avoided or substantially mitigated because of the following conditions which will be required by the lead agency: ..................... ............... ............... —----- .................... ... ............................................__ ...........—------ ........... . There will,therefore,be no significant adverse impacts from the project as conditioned,and,therefore,this conditioned negative declaration is issued. A conditioned negative declaration may be used only for UNLISTED actions(see 6 NYCRR 617.d). EJ C. This Project may result in one or more significant adverse impacts on the environment,and an environmental impact statement must be prepared to further assess the impact(s)and possible mitigation and to explore alternatives to avoid or reduce those impacts. Accordingly,this positive declaration is issued. .......... Name of Action: Fishers Island Club Addition ............... -—------ Name of Lead Agency: Southold Planning Board Name of Responsible Officer in Lead Agency: Donald Wilcenski ................ ------...... ............. Title of Responsible Officer: Chair. ................ .................................. Signature of Responsible Officer in Lead Agency: Date: /6- ------------ Signature of Preparer(if different from Responsible Officer) Date: For Further Information: Contact Person: Mark Terry,Assistant Director of Planning Address: 54375 State Route 25,P.O. Box 1179,Southold,NY 11971 Telephone Number:631-765-1938 E-mail: Mark.Terry@town.southold.ny.us For Type 1 Actions and Conditioned Negative Declarations,a copy of this Notice is sent to: Chief Executive Officer of the political subdivision in which the action will be principally located(e.g.,Town City Village of) Other involved agencies(if any) Applicant(if any) Environmental Notice Bulletin: httl)://www.dee.nv.gov/enb/eiib.litinl PRINT FULL FORM J Page 2 of 2 OFFICE LOCATION: '� MAILING ADDRESS: Town Hall Annex " � � 4 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: May 2, 2016 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/Project Name & Type Tax Ma m# Check Date/No. Fishers Island Club Site Plan 4-6-9 1 2-97.10 4/27/16 - #14983 (Matthews & Ham) CK Aft. 1i;ifL"".�"'�n:,mn�: ,�'�u"G �4AS�r�•n+.!" ,mn�,...er..,,Zvi"a�..+�;�am��,.�,�:r"'mwa�. . . .,."wm""mG'd.'iu �'!Cu�a�mm": r"'7'.':. �"K»:nmmu,�Mw ' "` ^" ,,, mvr�'& '..�5�rwawwre. ii��';�a�"1'��`i�i"�', Jl ': nrtw✓ ....I",'"�'m-�rt��tdr� � ��r�67,°"id,Xd'ad9t�7,.��;�,,r� 14983 MATTHEWS & HAM ATTORNEYS & COUNSELLORS AT LAW 38 NUGENT STREET !-z SOUTHAMPTON,NY 1.1968 210837 ,411 2-7, 201(, ZD201(,DA"Z"E �.amm. ��. .,�.�....... PAY TO THE -AWA/ TgoLD p ORDER OF_ — ........m....... _ 10 Owe1Etvam--10 Tito 4w_E9 ^"��1 —�E✓E� /too DOLLARS ®. CHASE JPMorgan Chase Bank,N.A. www.Chase.com C7 l /" 1... . •f""K FOR .151'ECRS,..J.�� ...__CI.CJ�� fAIC'�A..._. — _..__ _ ._ _ __.._.. ...m . °... ..r--------_. "P n'0 1498 3n■_, 1:0 2 10000 2 Lt: 8 3 7 10 7 24 So ° MAILING ADDRESS: PLANNING . Box 1179 MEMBERS DONALD J.t�VILCENSKI � � � So t®ld, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS �� Town Hall Annex PIERCE RAFFERTY � �� 54375 State Route 25 JAMES H. RICH III 'k� � (cor. Main Fid. &Youngs Ave.) MARTIN H.SIDOR 00UN1I, Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: May 26, 2016 Re: Deferred Revenue The Site Plan Applications referenced below have been accepted by the Planning Board and the funds may be processed to Planning Applications Revenue Account B2115.10. Thank you. Applicant/Project Name & Tax Map # Amount _ Check Date East End Tick Control . . 6 ._ 97.-3-2 . .., $5 .66 _ ...�...� ..�. .._ _. 6 3/30/15 -Sports East 122.-7-9 $500 & $11,650 12/14/15 & 3/15/16 -Craft Master Hops 108.-1-1.1 $500 4/1/16 -Cornell Properties 63.-1-15 $400 4/25/16 -Fishers Island Club-/ 4.-6-9 $1,297.10 5/2/16 JM y. � FORM NO. 3 TOWN OF SOUTHOLD i' MA R 2 '2016 BUILDING DEPARTMENT SOUTHOLD, N.Y. ' NOTICE OF DISAPPROVAL rA W DATE: March 21, 2016 TO: FIDCO PO Box 605 Fishers Island, NY 06390 Please take notice that your request dated February 10, 2016 For permit to make additions and alterations to an existing country club at Location of property: 20449 East Main Road, Fishers Island, NY County Tax Map No. 1000—Section 4 Block 6 Lot 9 "1"hu r:?1�K��ci,c�arlsi�tl�ti��la Li �°ems site ��:ar� irj)1�xwa��d,l �t°orp t1te SoLz ,,l�l"'1't��ern l'��a�m SII. °��<1. — Authorized Signature Cc:File, planning TOWN OF SOUTHOLD BUILDING PERK APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or meed the following,before applying? TOWN HALL BoardofHealth SOUTHOLD,NY I t971 4 sets of Building Plans ,,. TEL: (631)765-1802 Planning Board approval___ FAX: (631) 765-9502 Survey_____ SoutholdTown.North Fo rk.net PERMIT NO. ............. Check...----- Septic Form .......... MY S,D,E,C I'lapslec., C,O App[—ication– Flood Permit Examined 20 Single&Separate__ Storm-Water Assessment Form— Contact: A17p 84a cC1 2G - Mail to. Disapproved ale Fxpiirafion 20 qOVAL_-- MAAPPLICATION FOR JILDING PERMIT O INSTRUCTIONS I)atc_ianuary 27............... 20 16 -a-This application NWST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. I,< (Signature of applicant or name,if a corporation) 0,-2)Coc wb,b (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Fishers Island Club, Inc. Lessee ................................................................... ........ Name of owner of premises Fishers Island D.....evelopment Corp. .................... ...... (As on the tax roll or latest deed) If applicant'I -,Orporation,"y'l zlftffu ofIdtfly amidiorized officer (Name and I i Ile of corporate ol"fleer) Builders License No. TBD Plumbers License No. TBD Electricians License No, TBD Other Trade's License No, TBD ... .. ..... 1. Location of land on which proposed%vork will be done: �0449 East Main Road Fishers Island House Number Street Hamlet County Tax Map No. 1000 Section 004 Block 6 Creat 9 ............ ..................... ...... FOR INTERNAL USE (JIVLY 2 9 ?016 ITE PLAN USE D RMINAT101- �r.�les ho ur; Plart ino Board lig ination Int aal m..... p - Date Sent:., = Date: � Project�Narn r.. . ,.. e Project Ares „ _ Zoning District. No.: [000 Tax I. .... -._ .. ;. _._. Suffolk county . R est' . locum eat _ enta onas Note: Cp ot�'U.�tiidiKpci Pl.1nl�t AI�IrIi� ��tir�n and supporting Deed use o�.. .tto ,c,,s SIlouId he sul rilitled.) prop �. ermitted: 2 Initial Determination as to whether use is p w i is required _ .. ��b 'o�� as to wl� :RIM— the�" site pia nspe 'Pr Si nature om TOWN 01PSOU JJOLD p.D. 'Date Received: �� i_—�-- Date of Comment: _. .. ____-- y � . (� ent,�. . �ornr C . . mm� staff wer Signature of t larining D� final 0ter i a'io Date: Decision: U.. � p.. of Rllll � CIInCI flgnp(-tor �;,,natlir E CE11 v FOR INTERNAL USE (}wLY SITE PLAN USE ETERMINATION— , � ulholdlo 111itial Deternibiation - - Date Sent: f1 Cate` Project-Name: Proje • dress• w� m Zoning D00'- istrict:. Suffolk County Tax Map Request • Permit Application and supporting documentation as to (Note: Copy of Dutidi� g proposed use or Uses should be submitted. s initial Determination as to whether use is permitted: . to whether site pili is re uired� q W mina ion Initial-Determination ns pec or Signature , . artment (P.D.) Planning Dep� R " ! 1__ Date of Comment:_= 1� P.D. Date Received.__— m Comments .: • �� m Signature of P'tannIng D� Staff Reviewer Final Determination Decision: �� e.af1trA of Rriildlna Ins tnr�� TOWN OF SOUTHOT " BUILDINC"r.RMIT APPLICATION CHECKLIST BUILDING DEPART VT Dc lave or need the following,before applying? TOWN HALL Board of Health ............................................. SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX:(631)765-9502 Survey___ SoutholdTown.NorthFork.net PERMIT NO. Check_ Septic Form _ N.Y,S.D.E.C..............1-1.........�............._�w_. Trustees C.O.Application Flood Permit Examined. -_ ",20— Single&Separate,,—...........--- Storm-Water Assessment Form Contact: �Ctpl�rea cila.. 20 Mail tw Disapproved a/c Phone: Expiration 120 i Building�inspect Inspector APPLICATION FOR BUILDING PERMIT Date January 27 20 16 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule, b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date,If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. t t �Wvs \ txco � �nameif corporation")tte.A ca (Signature of applicant or , mmn ... ...... ...... _. _— Of �� (Mailing address of applicant) O State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Fishers Island Club, Inc. Lessee Name of owner of premises Fishers Island Development Corp _____ -- _-... ............_ .... ... ,,,_ (As on the tax roll or latest deed) IfaPPli.�ant ti raptptrptt of dttl �autt..a.:r.iard officer ._. Natd title ofcor orate officer) I Builders License Na. TBD __,............... . T. ............ .,.�. ........................... .... .., �..,,u.... Plumbers License No. BD ............ww.. ... ... ....... .... .......... _��....... Electricians License Nei, TBD TBo...111. . ..................................................... Other Trade's License Cwt.� ........ ...........__,...�.�.�.�...�...�_,... 1. Location of land on which proposed work will be done: 20449East Main Road Fishers Island ... .......n..w��...�........................................__.....__..........................................................................................�� ------ — ....W.._................ .................... HouseNumber Street Hamlet CountY P 004,..... 6. Lot 9 Tax Ma No. 1000 Section_.....,..�........... ...._, Block�....�.......... ...�..........��..�......................� —--- ------------................ Fishers Island Development Corp. m.. NA Subdivision � p p Ft ed Map No. Ai,-Lot / Showi ast End Lots 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy a z� Assembly_ b. Intended use and occttpailey A-2, Assembly 3. Nature of work(check which applicable):New Building Addition x Alteration.m mmm x Repair x Removal partial Demolition Other Work ... ........ (Description) 4. Estimated Cost $10,000,000 Fee $50 . . ......� ........... ........... (To be paid on filing this application) 5. If dwelling,number of dwelling units 0 Number of dwelling units on each floor n/a If garage, number of cars nZa 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. private Golf Course 7. Dimensions of existing structures,if any:Front_ 223'-10" Rear 223'-10".. l eptll 132'-5 Height 26'-3 3/4" Number of Stories one (1) Dimensions of same structure with alterations or additions: Front 2571-6" Rear 2571-6" Depth 153'-3" Height 30'-9 1/2" NumberofStories one (1) 8. Dimensions of entire new construction: l'r()t'Yt 211'-8° Dear 151'-5" Depth 153'-3" 30'-9 1/2" Height ,Number of Stories one (1) 9. Sizeoflot: Front 13.-001+/- ltear 27001+/-- ...�I)eptllvaries 10.Date of Purchase c. 1965 Name of Former Owner Fishers Island Estates 11.Zone or use district in which premises are situatedR-120 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO x 13.Will lot be re-graded?YES x NO Will excess fill be removed from premises?YES x NO PO Drawer E AddressPhone No. FIDCO Fishers Island, NY 06390 631-788-7251 14.Names of Owner of premises �IT , Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES x NO * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?* YES-1x NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey, 18.Are there any covenants and restrictions with respect to this property?* YES NO x * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that she is the applicant (Name of individual signing contract)above named, O (t°onq dram,,Agent,Co orate � .: ... ......... ....-------- S He is the _— Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to n'iake an file this application, that all statements contained in this application are true to the best of his knowledge and belief,and that ill bJASMINE LOA7ANO performed in the manner set forth in the application filed therewith. Notary latilitW �m ur��h ut r� tsu::�haxtl" Sworn to before me this N&YcotrrraissialExpf'esSept t1 20 day of Ylk.'�W1'q 20-_� � a 1�( tar rlxh0 No Stgnalu e ofApplicant — � , Nk a - �t a r E, � s c t r MAR A C7S,I e z - r r F �. f3 t F — a _ z� MARKP — —. r — — NO. ISSUED TO: DATE 1 APPLICATION FOR BUILDING PERMIT 01/27/16 1 \ \ A-13 \ \ \ E.1 A-16 \ n \ \\ 1 \ D.1 \ \ \ CA \ \ a., - i 2 A-I5 \ / A-Pi 551 \ \\ 5:2PRO \, SHOP PRO'S \ 001 OFFICE F-21 A-n EXISTING -HALL#1 \ \ BASEMENT 033 STAFFi A-Ib A-14 \ 3.1 \ OFFICE EXISTING \ '• 003 LOWER LEVEL Q \ \ /i \ \ 'woMENs H.1 H.3 J.2 J.4 \ 029 \ CHANGING / — \ 008 / \ ` /o 6.1 K.1 i woMENs \ r \ EXISTING STORAGE Ns. 3.2 �\ \ 1 030 \, GOLF/' QL. CHANGING;\\ B. STORAGE F00 Y J C.• 1 / 6 A.1 i ' \ \ 007 O MEN'S CHANGING ' EXISTING // N ' \ \ 010 i \ \ CRAWL SPACE - WALK-IN/ MEN'S '/ \ // COOLERMECH •�" Foil 013 I \ ALL#2 FO 147 CLUB \ L -- -1 HOUSE FURNITURE / 4 ' RECORDS / \ ELEV. \ 020 MENS Wq S KEEPING STORAGE MACH.RM. / $ \ BATH ME 'S OMEN'S BA 026 F027F0281 j STAFF STAIR#1 02 CHAN I ANGINGI 11025r I \ / 2 / \ AREA Q 022 024 I A-12 Q 012 �� \ \ SERVICE / HALL#3 021 I / \\ WINE LIQUOR / STORAGE -- - - 6 i — RAGE \ 01 DRYSTORAGE \ y IIIIIIIII r --�- --r --1 ' D ;�•:., STAIR#2 l � ... ," 019 7.1 i F--T—T—T— s. E.2 o \ T), P/ PS�NvB D AUNDRY STORAGE/MECH i /� P�� LINENS 018 AT�h< Fc 6.3 016 s8 2 SLAB ON GRADE SLAB ON GRADE I 12.1 ALTERNATE O 7 ADDITIONAL STORAGE 2 A-18 m _ _ 2 v A-IS 14 - I �• I I I I �. I — — — 15 I I STOR GE ; / l 017 t H.2 H.3 I I I I I ry PROGRESS 01/26/16 sr-r' I NOTE: this drawing is the property of the architect and has been prepared specifically for the owner for this project at this site and is not to be used for any other purpose,locanon or owner without the written consent of the architect. F (} H J L K M N P Q I R PROPOSED RENOVATION/ADDITION FOR: FISHERS ISLAND CLUB FISHERS ISLAND,NY DRAWN BY MARK P. FINLAY JM TL 2 2 AT ARCHITECTS AIA F.. A-lb A-I6 A-12 A-19 , 10/22/15 JOB NO 96 OLD POST ROAD, SOInWMRT, CT W90 203-254-2388 A N 1502 Ir 25T-6" 1-1 1.C _ Dwr,NO, B OVERALL LOWER LOWER LEVEL PLAN LEVEL PLAN A- 1 SCALE: ]/8"_]-O+ KEY PLAN NOTE:DO NOT SCALE DRAWINGS, REFER TO WRITTEN DIMENSIONS ONLY. NO. ISSUED TO: DATE \I2 1 APPLICATION FOR BUiLDiNG PERMIT 01/27/16 I E.1 A-16 1 O \ \3 2 .j B.1 OB 9 \ ✓� � 'S�CREENE �. \\� \ �. . A-13 3.2 3 PORCH40 A-11 \'\ / K•4 A-14 EXISTING OFFICE#3 _EXISTING 136 OFFICE#4 5.2 n. 137 EXISTING / A-14 OFFICE#2 ; V ]38 EXISTING ;%i / u '%\ \ /- \. / / \ �\ / , PREP AREA \ \/ 135 O EXISTING / SERVICE ENTRY 134 � EXISTING / / WALK-IN 301 DRY FREEZER EXISTING I // EXISTING / TORAG DINING KITCHEN ]33H.1 H.3 C), PRIVATE / 127 \ / BXISTINC HOT / y \i/ i //- ,"j ;;� j'%✓J' �i DINING / AND COLD \ /% 126 / sFRVICELTNPS WALK-IN WALK-IN rtePRICERAmR 0"32 (ISTINGIQUOR /// �f �}1�GRII.I;R06M�': \ %U`RII, / '\'.t�' HAL � A-I'1 \ \.✓ / ' \\ \� '/ /. /� p E EXISTING - EXISTING / TABLESTORAGE N \GRILL – \. OOM BAR 128 WALK-IN xerxtrcaAmR ' EXISTING — 8 \\ TIRA t#' 125 BEV.HALT \ ' GRiLL / O \ KITCHEN LEV. \ 4 0 EI EX STING )B DiSH A-I5 / \ i :OBBY I I J /� ASHING \\\ \\\ RE 130 SERVICE \ o: BAR ( SERVICE 123 PAS ELEV. / SERVICE \PORCH \\\' — C ---- e --------------- WAiT i= r ———— --—- STAT. STAIR#2 / 7.1 — ——— --- I ———— —— —— — 'c \ 6.3 - CL. ct,. � cL. III / ER 2 \ I I Cj 12.1 DiNING DiNING \ O ROOM C7 -A III ROOM-B / — — — — 13 2 OFFICE#1 RECEP. i 122 122 A-18 D 1-71 LINE OF EkSTINO / ADMIN116 E R 14 — I F007PRIN7 121 I RC i l k 0- -_ 15- J II II II �/ II II II II �' II OFFICE#4 OFFICE 3 OFFICE#2 H.2 H.3 H. J.1 J.2 J.3 120 119 M8 1---------- ------ -- --------- --�j I N PROGRESS 01/26/16 O" \ NOTE: / I this drawing is the properly of the architect and has been prepared specifically for the owner F G H J L K M N P Q R for this project at this site and is not to be u—I for any other purpose,location of owner without the written consent of the architect. PROPOSED RENOVATION/ADDITION FOR: 1 2 2 FISHERS ISLAND CLUB A-16 A-16 A-12 A-Iq FISHERS ISLAND,NY DRAWN BY 2 MARK P. FINLAY JM TL ARCHITECTS AIA DITP. _ _ \ ' 10/22/15 '11". 96 OLD POST ROAD, SOUTHPORT, CT 06890 203-254-2398 1502 FIRST FLOOR PLAN \`� A N c Dw°N" SCALE: 1/8"= 1'-0" $ OVERALL FIRST FLOOR PLAN - DO NOT SCALE DRAWINGS, KEY PLAN REFER TO WRn-MN DIMENSIONS ONLY. u v ()RAINAGE CALCULATIONS O ) 8 R Z °°JR` -� U 'AVSD DRIVE AND STONE PARKING: 14,375 SF Q ° % \\ 2 O� ��u I 0) 0- REQUIRED = 14,375 SF X 1.0 X 2/12 = 2,396 CU. FT �� o -- 6 J �� - ?,396 CU. FT / 15.8 CU. FT/UNIT = 152 REQUIRED UNITS �� o \ 1 '� o E 'ROMDED:160 UNITS � \ - --- G° / CAMPB ° / ELL \ i YIC-° c0 U ° TH- PORTON N O U °"'. '° , °'SANITARY MANHOLES -STONE PARKING AND CONCRETE WALK: 8,429 SF o ROOF AREA: 7,584 SF OCL / U °' TOP OF FRAME INV. IN I . s ° r PROVIDE NVOUT /��,.•; i .�.r °� TOTAL AREA: 16,023 SF �!►O u� CONSTRUCTION ENTRANCE / �� PORTION '- ° `' "' / 10-9. 10-7A.e W REQUIRED = 16,023 SF X 1.0 X 2/12 = 2,670 CU. FT y o NN5° ( ) � . .,#€=.y to-a .� E o cc 1 30 28.7 24.4 \, SEE DETAIL /f ;. �� f" h4_s V 2,670 CU. FT / 15.8 CU. FT/UNIT = 169 REQUIRED UNITS p�A -' ` '_{ cn a� fid ° c:r=/ (n i 'ROVIDED:169 UNITS 2 24 20.1 20.0 O� AREA 3 3 Lu 24.5 18.2 18.1 SAVED DRIVE: 11,413 SF 4 18.3 15.1 15.0 \\ j`C /, ;� 10-8 10-4 C U °3 ROOF AREA:11 472 SF Axa, r, \ sEp I PROVIDE 11 rte: �:._ v °e c c� TOTAL AREA: 22,885 SF NG NCND, pp° GP4 \ O > STORMTANK MODULES �:.= J:, >, `.-� 10-a U U -' •;'` s: s REQUIRED = 22,885 SFX 1.0 X 2 12 = 3,815 CU. FTp"DNF`�' �y ss`N Pz,��PN� \/ ` ��R ncE P�°�� SET BOTTOMS AT EL 6.5' r �. :'`` 't 1 PROVIDE ! O '� �' > M / SE A WAZER SE RpyaM NER (SEE DETAIL) .°; `J CATCH BASIN O OP.D RAIN GARDEN AREA = 2,750 SF W/ VARIABLE DEPTH \ a" PpP , SO %� c'3 ( Y. cz 4,250 CU.FT 0 EL. 25.5 0 20° ROP \ ,: (SEE DETAIL) py (n o U c N �, / p ° . TF=12 Q L N W CO AREA 4 \INV IN-9 W CO CO coCO RAVED DRIVE: 9,541 SF '� \ x , / (n ROOF AREA: 1,005 SF \ --A ~ r ® M TOTAL AREA: 10,546 SF of pnvEMENT �\ 2 AREA GOLF 'a REQUIRED = 10,546 SF X 1.0 X 2/12 = 1,758 CU. FT ° 1,758 CU. FT / 15.8 CU. FT/UNIT = 112 REQUIRED UNITS w �ROVIDED:112 UNITS i MN a� 46 3050'4 r �NN� st Al \ J 433 TOTAL �/ R P� M ` sEp°c °e P� 13.3-7 BuoG. o- --1 ENS / 6, �Ou�v 1 PROVIDE "WYE" gg 3�$ \ \� 'J COO? °JRA ^� 2 � � � � / � • _ .'�, ,,' / MPCE`yt CONNECTION \ � el ENN�s �( �' °RUSH EXISTING STONE WALL (170'±) pRox o NE NCRETE \ v 1 - Pp S ON EXISTING UNE co -�' � I ��O G� TO REMAIN UNDISTURBED °p0 R°P° VERIFY INVERT pp0 El 0 rJ p \ c MARK ALL Y a l O \ sEN UTILITIES AND 15.22s�°��22 t �.3' PRO DE 245f LF / AT START OF.CONS U TION N° M y c", 1 / p� VERIFY INVERTS g�g�J }� 2' WI E GRASS SWAGE, \ �� Sµ O AT START OF PROVIDE RETAINING W - PROVIDE 16 UE. `E 1 i 10 �- ` °HERBY �� CONSTRUCTION 2s°� J (SEE(DETAIL) \ PROVIDE ADDTIONALi- -�� SANITARY ,8 n il �� \I ` � LOCATION MAP SCALE 1 "=400' - SEE ARCHITECTURAL PLANS 3fi` -11qsps l (gyp.) 2,000 GAL GREASE TRAP 1 MANHOLE \ .(SEE DETAIL) 4 y \ co�RS \ \ �\ eoXEE I rrcUwut 1t3�J RELOCATED EXISTING PIPE - e"5" \��--�,( � °"R'ED STORMTANK MODULES AS NECESSARY/ �g-zRAp ° a 62 SEN"`s 1 \ \ J b1AP REFERENCES ` \ SET BOTTOMS AT EL 12.5 GREASE a x15• ,, REMOVE EXISTING h> \ 0 (SEE DETAIL) / \ r PAVED DRIVE. 1. "PARKING IMPROVEMENT PLAN PREPARED FOR FISHERS ISLAND PROVIDE s° _ -----� I BENCHMARK.-MAC NAIL CATCH BASIhI/ REP ioPROVIDE NEW BITUMINOUS DRIVE 1 '' G c P ESR I ps ° CLUB EAST END ROAD FISHERS ISLAND, NEW YORK - SITE LAYOUT" (SEE DETAIL) PR�� / 5�E °, \ EL= 20.37 (NGVD29) (SEE DETAIL) DATE: 01-31-2002 SCALE: 1"=20' SHEET 1 OF 2 BY CME/CPK TF-19.$ TYP. ALL PAVED AREAS WITHIN DESIGN GROUP. CME FILE #2001878 O\/ IN IN=16.8 LIMITS OF CONSTRUCTION �,c( ... G PROVIDE 291 LF r 26 r 2. "SITE PLAN PREPARED FOR FISHERS ISLAND CLUB EAST END 2' WIDE TRENCH DRAIN-,Z -- 8-- uG - A1E �' - ,,� `Q\NE '� -r. /\ " w I \ \ / \. \ ROAD FISEHRS ISLAND, NEW YORK TENNIS PAVILION DATE: • (SEE DETAIL) � \AREA 2 �`� / - - �°�G--- �-- \ � r_1 . � :_ : ,.;. r*.,-- . •. �- 30 �_ _ � \ \� x1 ��N,PER ' 01-14-2004 SCALE: 1 = 20 SHEET No. 1 OF 1 REVISED THROUGH PROVIDE , - _ _ P`° n� \ / 09/01/06 BY CME ENGINEERING, LAND SURVEYING & ARCHITECTURE, PAVED \ / �6 ' /�__ 32 Q`NF\ \ \� APRON „/ / q_1 - 27s�;' M �" 0_'� / \ PLLC. CME FILE #2004800 PROVIDE 65f LF - -` - 2' WIDE TRENCH DRAIN /�. p, / / %, x'30 - �" �R ,�•, (SEE DETAIL) �,,0 D \ / �� / .'J. :.J.- ,.,.. �; - 3 � 1 _ _13'X13' 60NC PA A \ r \ R HVAC NOTES REMOVE AND DISPOSE OF / / / / �j -� W -� -� \ EXISTING STONE WALL � `� � /� /� 5.9X � .��'" ,��,,,� _ if_--- l ° 1 / EXIS G 1,000 GAL. \ PROVIDE AND MAINTAIN 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE r U ww STEM, // FLAG pot tee. / I ,� / / r 6 __ PROPA TANK � � CONTINUOUS UNE OF INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PROVIDE 6" ASTM p'�' CA 2 2 / G,R,G I I I � t I ,Y \ �� - ' SILT FENCE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR D-3034-SDR35 PVC \ 2 /; °out' ' WpO° � � ESTABLISH AS LIMITS OF EXCEEDS THE SCOPE OF THE ENGAGEMENT. SANITARY SEWER UNE r / PROVIDE SANITARY s�Eps \ I CLEARING GRADING dt / �q `� -.5x OX/ MANHOLE (SEE DETAIL) 5ra y °p0 I GROUND DISTURBANCE 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PROVIDE 4 ASTM o °p( < V / PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED m D-3034-SDR35 PVC E �3fi. s ° \ ods J SANITARY SEWER PIP / w Z .R rwc€ 81NM�N LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. z PROVIDE / i S X LIMITS OF CONSTRUCTION PAVED �6 � J ` _ uGN� / vg o W oD TIER \ , 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND 'J Y APRON / 24• -t AWN z coNc. ` SURV;:YOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL Z U 0 PROVIDE 4" ASTM PROVIDE PROVIDE 6" CAST IRON o nMp wo41D TIE REr \ NCE ARE THE PRODUCT OF THE LAND SURVEYOR. a0 >- m D-3034-SDR35 PVC SANITARY wN PIE EXTENDING 2' / \ ' , �<oW TIF H `'''-,;'".'"� I I a SANITARY SEWER PIPE / 5 •9 �' t ' _ ' _ 4. ' COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND t- p w � MANHOLE / �� BEYOND FOUNDATION WALL P1N � _ �� - 1 (SEE DETAIL) // 9X \ 36.9 x , J ' __-- \ 26 ( C \ I GEODLTIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" w L- z Z Z LIMITS OF CONSTRUCTION g 36 9Xt/ \ P'�0 / 36 \ c �- ' Q F- / 2. >f36.7 36.9 I t t Q 10 9 EX4� I 24 1 0.5" "1 PROVIDE 5. CLUB HOUSE SITE IS IN THE TOWN OF SOUTHOLD COUNTY OF d � (n sa STEPS p P I / / �,.'��`A9 � H011 I /AREA 3 / _ RAIN GARDEN I SUFFOLK TAX MAP 1000, SECTION 4, BLOCK 06, LOT' 09. O 0_ U) Z SAWCUT, REMOVE AND APPROY e �a6�3 / G ovE > J Q (!) g wAY uN f N " r;> t t c Ei �'' ' � � (SEE DETAIL) l w DISPOSE EXISTING PAVEMENT o> t cN� 5 x36.3 4 o� / 36 _ 3 8 t �Is� 3 35.0 N / I �', � I fi. AREA (CLUB HOUSE LOT) = 12.3f ACRES. ,�.r � J " JµP 36.9 S / 0 ppR fi bq _ '11NG \ pgp � �. E`=,. � � \ ^� 'F-U' PROVIDE 5'X5' I w � � � pRIV_ AY \gTE', <' dQpwc,� ° `ti STONE SPLASH / 7. PROPOSED LOT COVERAGE = 5.3%± w Q PROVIDE RUSHED STONE VIDE R �► cNIMNEY E�n369' QP INV. 23 5 I I 0 E C 4i PR us 1' �\'., Ppf4 � ROOF ? / PADS ` • \ r O = I� PARKING Sp. �g, INSIDE DROP M`"° ,,16.7 �o0 0=3°.°C�' �� LEADER �wPE' `��, - / \ I 8. SITE IS LOCATED IN ZONING DISTRICT R-120. w N w (TYP, SEE DETAIL) Q MANHO k ppOR (TYP.) 3 36. 4' / / \ \ \ \ _ > 5.0 ��,, b EL=36 g5 T�� \c \ 9. BASE FOR LEVELS: NGVD 1929 (SEE DETAIL) 1 34. vG'` - 36.9 , c „ X QP / PROVIDE AND MAINTAIN A 0 ,z uctrt �<< 35 3A9 ,, ��. ,r 36, ' �� CONTINUOUS UNE OF 25-H.P.X /`�'�'\� Q TE 36.9X �, LL_ STRAW WADDLE UNTIL SLOPES 1P GAT10N '�r1 '"1 w• K nG�m ;n ARE VEGETATED & STABLE 6.0 / g0% / / 32.5 0� w �� ) / S �` 36.5 X W ov . :. en tri ff--- \ 11I PROVIDE 160 \ d` .� �� X X3.3 36VIDE . < , �\` DRIVE STORMTANK MODULES ? /1,500 GAL 4 B+Tun+r ( \ J 11 SET BOTTOMS AT EL 15.5' °� �� w /�`� ry� I "� a GREASE TRAP F>jA��\ 6" PVC SEE DETAIL) o i �° i ^� "� I 36 s. ROOF LEADER / / ► ' ( -PROVIDE 4" CAST IRON PROVIDE 5 / (TYP.) E° 1 / PROVIDE SPE EXTENDING 2' BEYOND WATER STORAGE CATCH BASIN 22' \ off. I ( FOUNDATION WALL x 3q.7 TANKS / PROVIDE (SEE DETAIL) \4 I ,\ - TF=20.5 ;' . \ �,cNY / l I x 4WN APPROX. i 314±WIDE Hwy, / +TIN 33. ' �/Q INV IN=17.5 ( STOCKPILE AREA I 2 DE �. , / �p / III N zo PROVIDE (CONTRACTOR TO f TRENCH DRAIN �gx ,' purl RAr� - Q �> - w E° cE 5 / LIMITS OF CONSTRUCTION CONSTRUCTION ENTRANCE r„ Ep 1 r r \�, ADJUST AS REQUIRED) I (SEE DETAIL) �o4 �r FE"�1 33 I I z a (SEE DETAIL) i 3.3 <- = v ` , PROVIDE AND MAINTAIN / x 3q,3 r / 9 /R VIDE t A CONTINUOUS UNE OF �, - In r � ENC �D AI uj SILT FENCE I(i 0 •\ / APFROX,N,A'rE ,t' ..n `4 .� \ / / �j - R,Gf11 ,NAY UNE r, , •_c': ..•;- .. I \ / ; "� ,,• EE/DETAIL)/ ESTABLISH AS LIMITS OF 4 = / CLEARING, GRADING, do ( III I - /� PROVIDE - NT i' 07 . 0 DrE 2 / GROUND DISTURBANCE - - `CONCRETE WAS_ROUT PITANDICAP PARKING' - - -___(SEE DETAIL) /SIGNS do PAINTED w �.�-- �� -I•/ 3 X SYMBOLS C�-� REZ SIGN \ �l i..�._. ,�•• t \�_ �� N )_ / -, y1.-_'-'(-Y-'f`r"V'1 1"_>� _ W 0 \ �\ .r;'° • .� \ uGHr� �T"�_"`_--- -_ � ,r �' - / � ENCS � -�t . / / � � III Q U �_\ tic CRUSHED Q I 5T°N / - 0 7 a „ STING & °` US N aRr�EW "' ' / EE `min/ ° �' " / O I �� °R�SN LEGEND 1 \_ Q) AY 'I PN F \\\ �Rusw \ NO rU �' / PROPERTY LINE Q v N ` /� ' // ' ((� / ABUTTERS LINE - �.-�� COASTAL EROSION HAZARD LIMITS 111 EDGE OF PAVEMENT AS SHOWN BY COASTAL EROSION - + ------------------- Q C / AREA MAP, TOWN OF SOUTHOLD, ) EDGE OF GRAVEL v BENCHMARK: SPIKE SUFFOLK COUNTY, 111 EXISTING CONTOUR --- 28 --- L SHEET 41-FI OF 49.8/29/88 1 u°', Ln PROPOSED CONTOUR 26 EL=31.62' (NGVD29) `� �--_._..• � \ ��, �, 111 STONE WALL o o' = o RETAINING WALL w m C14 STOCKADE FENCE �AAl0 0 0 _ TREE LINE v v v - ' ", c� Z Li w � COASTAL EROSION HAZARD LIMITS i//\\ \ \, \�� - / AS SHOWN ON COASTAL EROSION /// _ - BANK--�' Irl \ i /// ARE MAP, TOIYN OF SOUTHOLD, /// _ APPROXIMATE TOP__..9F_.--- 111 111 \\\/� us 'r\ 111 UTLu OILITY POLE FORMERLY �- OR NIF o o Q w w � o w 0' = 0 J SUFFOLK COUNTY, NEW YOLK, - III _ III = III III 111 REMOVE AND DISPOSE OF /\\ s9� $p�EMENT WATER VALVE n m 0 0 SHEET 41-Fl OF 49 8/29/8$ ^' t ,EXISTING PAVED DRIVE. \/i 111 PROVIDE AND MAINTAIN ,_. "�' / ® DATE: 01 /25/2016 PROVIDE NEW BITUMINOUS DRIVE \\ r` EXISTING BUILDING A CONTINUOUS LINE OF" SEE DETAIL) �� 1 1\1 APPROXIMATE LOCATION SILT FENCE ( \ SNE° ti PROPOSED BUILDING ' � SCALE: 1 " = 30' F SHORELINE TYP. ALL PAVED AREAS WITHIN \\ ESTABLISH AS LIMITS OF /x -a - _ MEAN HIGH WATER CLEARING, GRADING, do LIMITS OF CONSTRUCTION -c,r /\ fC - -- _ PROJECT: #2015825 QUALITY CONTROL CERTIFICATION `•`� GROUND DISTURBANCE �`-�_t \/ SNE° SNE° �`�' -- GROUP REVIEWED DATE PROJECT MANAGER --- --- - \\\ \ _1 = 30 15 0 30 SURVEY BOUNDARY LOCATED \ SHED ENVIRONMENTAL ALONG SHORELINE \\ GRAPHIC SCALE IN FEET SHEET CIVIL -_ ---- STRUCTURAL � ARCHITECTURAL B \ ` �RLEY FIELD COVE � �\`' ` �� /�` EXISTING D N LOAD CALCULATION GOLFERS- 5G D O /D w—_w , Jas_,,,_,,,_�, /� �s� TENNIS- 5 G/D X 80 = 400 G/D w—�w s J 1R �cc° -1 WN CL MAIN CLUB-RESTAURANT- 200 SEATS (SEE PERMIT) X 10 G/D = 2,000 G/D ww C / CAMPBELL •� i o BEACH CLUB- RESTAURANT- 200 SEATS (SEE PERMIT) X 10 G/D = 2,000 G/D w—_w�_ POR1toN _ 0 0 BEACH CLUB HOUSING- 13 (SEE PERMIT) X 75 G/D = 975 G/D . w�-- o-+. +o-s +o-z o B, BEACH CLUB- 15 G/D PER PARKING SPACE X 49 = 735 G/D w V v TOTAL DESIGN LOAD (EXISTING) = 6,710 G/DORTION N •� v i o c PROPOSED DENSITY LOAD CALCULATION 5 +o P .e +o-a W� 4-+-s U L cn N Q E E WITH PROPOSED ADDITIONAL SEATING �' W 5 oo g)� � w MAIN CLUB- RESTAURANT- 50 SEATS X 10 G/D = 500 G/D C� / +o-e +o-+ Q dS a� a! BAR SEATING- 50 SEATS X 10 G/D = 500 G/D ' PROVIDE AND MAINTAIN S `� M '� OUTSIDE DINING- 50 SEATS X 10 G/D = 500 G/D CONTINUOUS UNE OF / +o-s J0 V QN i SILT FENCE .� a) a+ N TOTAL WITH ADDITIONAL DESIGN FLOWS- 6,710 + 1,500 G/D = 8,210 G/D 5 >- ESTABLISH AS LIMITS OF / / �, -0 it CLEARING, GRADING, & 2 rn ALLOWED- 17.5 X 60OG/D/ACRE = 10,500 G/D ` GROUND DISTURBANCE S > ° U n N L NW 00 i CO � 00 JMP�N SEER GOLF CW cn cl) �pRGE FpRGEo 5 ® CLUBHOUSE / G O i �SEP�EO �� NG 5 cu � J ID ul Oc�; Qpp� o 'zz 5 ER Qps� LOCATION MAP SCALE 1 "=400' O GpRN \7 DESIGN DATA ALL LEACHING O � � � DESIGN FLOWS FOR THE ADDITIONAL SEATING ARE AS FOLLOWS: -� � POOLS ARE RESTAURANT SEATING- 50 SEATS 0 30 G/D = 1,500 G/D �:,; -� 'r,"., n, ,.. PRE-CAST 0 s CONCRETE PGN�N z BAR SEATING- 50 SEATS 0 15 /G/D= 750 G/D t °u: 0 O LEQp01- PROVIDE 4m SDR 35 PVC OUTSIDE DINING- 50 SEATS 0 15 G/D= 750 G/D DISTRIBUTION PIPING AS REQUIRED (TYP.) i TOTAL ADDITIONAL DESIGN FLOWS= 3,000 G/D d S i r I SEPTIC SYSTEM DESIGN i O 5 NTNG 0 APPLICATION RATE- 1.5 G/D/SQ. FT. "'' fys� NO 5 y. ° SEPOpL 3,000 / 1.5 = 2,000 SQ. FT. REQUIRED / O O g" �� vR� 2,000/ 158 (EFFECTIVE SEEPAGE AREA PER POOL) = 12.66 OR 13 POOLS _ 5 `NPN �ENN�S Gp TEST HOLE DATA (PER REFERENCE MAP #21 s J G 0 0 > , G QppL O O EPGN\� 20•A, 0" 10" TOPSOIL \i O O O L Qpp O � ti0 10"-30 SANDY SUBSOIL y 30"-96" FINE/MED. SAND SP s 0 � GpvR� WATER 0 96" i\ O L� p�G TH-5 POO ,4S /i GROUND WATER ELEVATION 0 2.5't .�0 O <�0-c.0+0<O 0 O G OO� PROVIDE 13 c9PRE-CAST CONCRETE 2�O� 0�R / / / W Y LJ O Q 0LEACHING POOLS 0 (SEE DETAIL)- MATCH INVERTS OF EXISTING LEP 0�- 1, G POOLS ELEV. 11t QO O NCO \ N POSE Z O z Z Ld Z W PLAN ��G 0�-G Q�1° M \\ \\ SEQ�\G M � � GARNER �� w � Q � QO SE \\ \ N / O CL � F- T S�Q i J Q V J (n V J Imo— 5'-0"—►1 eX�sriN� v\r ° GPS' \\ \� >Ld W Zo o°N� \� T /SOC 0 a � p �\G �P APPRC SER SERVICE ��MP� � � w 00 o H o g `i 4' W A PQQRO �° N U1 LIJ NCV = U 5'-7INVER" I r 1 v ❑❑ =O O ❑❑ s LLQ ❑❑ O O O ❑❑ 0E D ❑❑ I cn00 00 / ❑❑ 000 ❑❑ if ❑❑ O O O ❑❑ i R GE E Q AvEMEN� o L -6 // ��v- G s FAN ED OF 86'50'42" E 646.30' C E _ / MN. 46.30 ��N g��X1323 WYE CONNECTION GRAVEL FILL EFFECTIVE SEEPAGE AREA: 158 SQ. FT. / s / L=188.46 �-rl Q BACKFILL 45' NORMAL AASH TO H-20 LOAD RATED � Pp __ ,�� S� I R=905.00 5' SLOW SEWER FITTING INSTALLATION R� _ N 13. Bk_DG. EDGE OF NORMAL CONNECTION LEACHING POOL DETAIL / `Np —1 X\5�1.�1,GJ�PNK \ X1 tp-- TRENCH LATERAL NOT TO SCALE // 'f ✓ -� Y Qt \1 �WY 90* m \ / EP� PROVIDE 'WYE' �\ SE `14-1�66 1 01 CONNECTION ONVERIFYNNVERT E UNE \\ \ IN SEN G°�R� INSTALL BEND z 0 pl r1�s —— AS REQUIRED PQQR �0 N AT START,, CONSTRUCTIO CONCRET \ c 6' CONNECTION 6„ z // �Op° ROPD -INCE PAD ❑ El 13 0 O \\ �1G / � LATERAL O voi Q SEP X 0 _ w a N• 15.22 � 8,. 0 / FOUNDATION STONE CAP OAKLOMARKIOR AS REQUIRED - 16 ANE S gvSN �O SWIN RRY 1r` PLAN O ENOTES: wBALK SECTION PROVIDE 1.) PROVIDE TRACER TAPE ABOVE ALL PIPES SANITARY 151 18 `, S��QS \ �/, CHERRY 2.) SEWER TIE IN MUST BE PURSUANT TO 1 \ FISHERS ISLAND SEWER DISTRICT REQUIREMENTS o SEE DETAIL 15.0 w N 0 \ \ ( , ) gas � � .� 1 2,000 GAL GREASE AADID TRAP \ ' 8- RAP l-� 2 �ENN�S Gp�� \ SEWER LATERAL NP� FOR SEWER RELOCATED EXISTING PIPE GREASE ��5 a \ x15 6 \ �\ NOT TO SCALE o R\GN� OF UNE TO BUILDING,,,p\N ASNECESSARY � I BENCHMARK.MAG NAIL Q �� ' QP��\NG � \\ —)—— 1RAN�-• � S,��Qs a � EL= 20.37' (NGVD29) Q Lj s ��800 AWN S�\S�loG 20.14X \ ! Q \N IRP1�S\ I I n U-)" — RPM LEGEND N N _ 00 ^---- \ANE tiv� \ I �5g� PROPERTY LINE - - u v ABUTTERS LINE m o = o \ UG ;Ap ERVI N 4SNE 4 11 1 \ N I Y N , WA1E �p �� ® EDGE OF PAVEMENT w \ _ �� EDGE OF GRAVEL ------------------- o `'\p�.� -- -- Y c� 0 0 cn R U z z w Ll EXISTING CONTOUR — 28 — w z PROPOSED CONTOUR 26 � o w ch = o _j 28- "'xSNE \ a_ STOCKADE FENCE —�� °' u 32 �'a 91 — 27.8 ya ; t� 2 NOW OR FORMERLY N F DAT / _ / E 01 /25/2016 - N WATER VALVE x SCALE: 1 " = 20' w 1 13'X13' CONC FteD r �� `� J 3 FOR HVAC �J-'v�� PROJECT: #2015825 QUALITY CONTROL CERTIFICATION - / / / / / f � / Ld GROUP REVIEWED DATE //GN / / / / / O _ i PROJECT MANAGER / / / // 35' � AND 20 10 0 20 SURVEY 18.1/ ENVIRONMENTAL S1 / / / GRAPHIC SCALE IN FEET SHEET CIVIL �' 2 OF 3 STRUCTURAL ARCHITECTURAL U STRAW BALE SILT FENCE DUCTILE IRON -� PO PLASTIC LINING BINDER 2" OF CRUSHED STONE MEETING �o NATIVE MATERIAL H-20 RATED GRATE � n (OPTIONAL) VIRE FINISHED M.01.01 No. 6 (1 MINUS) WOVEN WIRE FENCE (MIN. 14 i C0 GRADE GAUGE W/ MAX. 6" MESHE� E 0 SECTION B-B O SPACING) o ADAPTORS CAN BE � o 0 WOOD OR NOT TO SCALE �O Q O MOUNTED ON ANY c � O 10' o ANGLE 0' TO 359' Y METAL STAKES Q MIRAFI 140 N 0 U (2 PER BALE) Q� Jam' FILTER FABRIC o 1313 �000� MAX.MCENTER TO CENT 36" MIN. LENGTH a o •_ `o C �O o� �I ER FENCE POSTS LU o Q o DRIVEN MIN. 16" 10' MIN. �� O 8" COMPACTED SUBBASE INTO GROUND I- 24„ L1.I Q ai O Lu E U rjl X-II�q E (al (a B 3/4 STONE TO �I f- a FINISHED CRUSHED STONE DRIVEWAY I PLAN VIEW Q � qeR, � o � - Q N l (� O NOT TO SCALE I DUCTILE IRON V = a) c\j > I ,�.�v 6" CPP HEIGHT 24" GRATE O '� � > co N CONSTRUCTION ENTRANCE (i o O IN SOCK OF I OF FILTER 3r. NOT TO SCALE / / // 16' MIN. (/) U c� cv (al (al \ \\ Q L N LIJ CO PLASTIC ^—STRAW BALE v 1- 1/2" CLASS II p 6" MIN. LINING PLAN (TYP) NOT TO SCALE O BITUMINOUS CONCRETE CONCRETE WASHOUT PIT 24" 1-1/2" BINDER COURSE w 24" rYP. PERSPECTIVE VIEW = c NOTES: � i 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL w 1 2 1 CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING TRENCH DRAIN CROSS SECTION §BO �oocp WOVEN WIRE FENCE (MIN. 14 II z J EXISTING PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, NTS o 07A 1/2 GAUGE W/ MAX. 6" MESH J I < GROUND �2 2" GRASS 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). OW SPACING) WITH FILTER CLOTH I Z CO w 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM Q o SYNTHETIC MATTING PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES12" ROLLED GRAVEL SUBBASE 36" MIN. FENCE POST o Q w ERONET P300 75% OF ITS CAPACITY. PER M.02.02 OF FORM 816 UNDISTURBED N > i m BY NORTH AMERICAN FLOW GROUND It - 12 GREEN OR PERMANENT 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT /\ I -_ _ _ + _ _ _ � Q EQUAL of WASH WATER. BITUMINOUS CONCRETE PAVEMENT \ > NOT TO SCALE COMPACTED SOIL EMBED FILTER CLOTH \ \\�\\/\\i o VARIOUS TYPES OF GRASS SWALE WITH SYNTHETIC MATTING A MIN. OF 6" IN GROUND \/ OUTLETS WITH WATERTIGHT +"T,Tc I. NTS ADAPTORS FOR: SDR-35_/ 4 " STANDARD MANHOLE FRAME & COVER UNLESS SEWER CORRUGATED OTHERWISE DIRECTED BY THE ENGINEER POLYETHYLENE SCHEDULE 40 DWV CORRUGATED PVC 1" GROUT SECTION VIEW RIBBED PVC ADJUST TO GRADE WITH MIN 2 COURSES MAX 4 COURSES OF CONC BRICK PRECAST REINFORCED CONCRETETD OR PRECAST RINGS CONSTRUCTION SPECIFICATIONS . MANHOLE CONE SECTION 10'-6° 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH LONGITUDINAL SECTION /*� S No G`�`' e`y w KNOCKOUT INLET AND WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OUTLET OPENINGS OR HARDWOOD. COAT EXTERIOR SURFACE--\\ 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH NYLOPLAST 24" DRAIN BASIN WITH HEAVY BITUMIN PAINT RIBS INSIDE TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE FOR SANITARY MANHOLES ° NOT TO SCALE 9„ o WOVEN WIRE, 6" MAXIMUM MESH OPENING. 7" 00 FLEXIBLE + 0 + + 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY , FLEXIBLE, PIPE TO Lo N SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH � j•��'` MANHOLE CONNECTION. �$�. ALL JOINTS SHALL HAVE BUTYL SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED RUBBER JOINT SEALANT BETWEEN EQUIVALENT. EACH CONCRETE SECTION 5" 48" DIA 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED 4" MINIMUM TOPSOIL & SEED. 3' 0 NORMAL PIPE CAST EQUIVALENT. PROVIDE DEGRADABLE LENGTH PERMITTED EROSION CONTROL MATTING p0000000000v®too 000000�oir� CONCRETE COVERS 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL FOR STABILIZATION AS REQ'D O►®00 0 �O�Ogp0�00' REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. _S<7.r0D004D000000040 PLAN U) m 0 °0. O O 0 0 e> 0 0 O O eo 0 _w 1 C2 0000 ooa vvv ®77 We vvv o 3 MAX. 0 4 O O O O e> 0 0 0 0 ae Q ° ° ° 0 8" COVER LOCKING CASTING o D O O 4 D 0 0 0 0 4 D O O 40 PROVIDE PRECAST TO GRADE TO GRADE--\ 14-0 1 —6 CONCRETE INVERT 0.1 MINY IF DROP 'T' KNOCK OUT INLET AND 18" MIN. OR TO SUITABLE 12" - 3/4" BROKEN STONE PERMEABLE SOIL MIXTURE Z U 0_ 0 �000�� IS USED FINISHED GRADE ' 60000000 ao00omad OUTLET OPENINGS 40% SAND, 20-30% TOPSOIL, FREE DRAINING MATERIAL Q O DdDdD4D4D CHIMNEY & 30-40%' COMPOST � O >_ TOP 41 1 0 0 1 ♦ 4 x 4 12,6/12.6 G WIR MESH rOf ISOMETRIC VIEW o4D♦4D13 o4D♦aD♦a D♦ �r X 20�° /-6 x 6 6/6 GA WIRE MESH4 RE-BAR I N SEE PLANS :3.1 V g1 gv ov ov Q mini. 20 6 —i Z - #10 ♦ 0 ♦ ♦ ♦ min. aD4D4D4D4D STANDARD SANITARY MANHOLE DETAIL RAIN GARDEN e ♦ o ♦ ♦ e =_ w Q NOT TO SCALE INLET VENT�'a - " + N + + NOT TO SCALE pLd �Z 0 14 D14 D14 D♦4 D♦4 D♦ ILIQUID LEVEL-------- 3" VENT OUTLET - r J Q Q 0) I CONTINUOUS HOT Lij / BA OUTLET U Ld U) M N 4D 4DaDdD4D ASPHALT SEAL LINED WITH L 1.) CONTRACTOR MAY INCLUDE NATIVE � MATERIAL FROM EXCAVATION IN THE n D 4" SCHEDULE #40 1/8" PVC I PERMEABLE SOIL MIXTURE. MATERIAL MUST BE EXCAVATED, MIXED WITH LOAM & COMPOST � � °4D♦4Do4D♦4D♦d D♦ INLET BAFFLE 1 DEFLECTOR c GAS `r CAST CONCRETE COVERS TO FORM A HOMOGENEOUS BLEND, AND REPLACED TO GRADE. w "t w ♦n u♦n u♦n o♦n o♦n n• I C PLAN cn L i ON (_ 2.) PERMEABLE SOIL MIXTURE SHALL NOT BE COMPACTED AND THE ENTIRE WATER QUALITY �aD�4D°o4D�4D�4D� a �� BASIN SHALL BE PROTECTED FROM HEAVY EQUIPMENT TRAFFIC THROUGHOUT CONSTRUCTION. = U- FRONT SIDE 4DaD4D4D4D 4 CROSS SECTION �3 3.) THE CONTRACTOR SHALL BE LIABLE FOR THE REPLACEMENT OF THE PERMEABLE SOIL 36" SIDE PANEL 6 x 6 6/6 GA. WIRE MESH MIXTURE IF E&S CONTROLS ARE NOT INSTALLED & MAINTAINED AS INDICATED. g 1/2' R.B, COVER HANDLES g 1/2" 1-i- NOTES: 1500 GALLON - 2 COMPARTMENT 5 1/2" TOP WALL 4.) SEED WITH RAIN GARDEN GRASS MIX (ERNMX-180-1) AS SUPPLIED BYERNST 1. SIDE PANELS TO BE INSTALLED GREASE TRAP INLET ° J , CONSERVATION SEEDS INC. (800-873-3321) OR APPROVED EQUAL. STORMTANKO MODULE ALONG SYSTEM PERIMETER, UNLESS NOT TO SCALE 111 2" 0 9" AIR SPACE p OUTLET OTHERWISE SPECIFIED. N I TYPICAL PLANTING AND SEEDING FOR RAIN GARDEN AREAS: INSTALLED VOID NOMINAL NAME 1 11 HEIGHT CAPACITY 6x6 10/10 GA. WIRE MESH LIQUID LEVEL CAPACITY RATIO WEIGHTI 2. REFERENCE CURRENT INSTALLATION N r 1.) SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, NEW ENGLAND ST-36 3g" 13.10 cf 15.80 cf 97.00% 33.10 lbs. INSTRUCTIONS FOR PROPER I ao WETLAND PLANTS, INC. INSTALLATION PRACTICES. -a CONCRETE BAFFELS .1 2.) MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVANICA CONTINUOUS HOT ASPHALT SEAL 4" MINIMUM 3.) MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA 5" MINIMUM BOTTOM f SIDE WALL 4.) LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI r a ate- 5.) MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA } m CROSS SECTION STEP 1: = STEP 3: 2000 GALLON 2 COMPARTMENT GREASE TRAP �' o REMOVE THE SIDE PANEL FROM MODULE AND PLACE ON FLAT INSERT THE SHORT SIDE OF THE BRENTWOOD WRAP SPECIFIED GEOTEXTILE FABRIC AROUND THE ENTIRE NOT TO SCALE Z SURFACE. LAYOUT AND CUT OPENING INTO SIDE PANEL FOR INLET/OUTLET PORT THROUGH THE OPENING IN INSTALLATION OF STORMTANK MODULES (REFERENCE BRENTWOOD O N INLET/OUTLET PORT CONNECTION. THE SIDE PANEL, PLACING THE MOUNTING DOCUMENT "SITE PREPARATION AND INSTALLATION - o REFER TO DIMENSIONS BELOW FOR OPENING PLACEMENT AND PLATE AGAINST THE SIDE PANEL. DRILL HOLES INSTRUCTIONS"). CUT "X" INTO GEOTEXTILE FABRIC AT PIPE V) SEE TABLE BELOW FOR OPENING SIZE. THROUGH THE SIDE PANEL USING THE LOCATION AND PEEL EDGES OUT. CONNECT GEOTEXTILE FABRIC PRE-DRILLED HOLES IN THE INLET/OUTLET TO THE PORT WITH SS BANDING, WATER RESISTANT TAP OR PORT MOUNTING PLATE. ATTACH THE PLATE NYLON ZIP TIE. FINISHED IMPERVIOUS SURFACE VEGETATED AREA TO BE DESIGNED > TO THE PANEL WITH NYLON ZIP TIES (MIN. 50 (DESIGN BY ENGINEER OF RECORD) WITH ADEQUATE COMPACTED FILL L,J LB. (222N) TENSILE STRENGTH. PULL TIE FOR DESIGNED LOAD RATING STANDARD MANHOLE COVER 17 s UNTIL TIGHT. (DESIGN BY ENGINEER OF RECORD) w /" Q 813/16 0 SEAL FABRIC TO INLET/OUTLET PORT WITH SS BANDING, OPENING •Q D•4 D•4 D•4 D•4 D• �' • • WATER RESISTANT 4D4D� FOR INLET/ • • • • • • s 'Qp4D4� TAPE OR NYLON ZIP �4D Qp�4D� •en 1g 7o13 Poo 7113 clog 7o • • 1 \ \ \ 4D•4D�a��aD•4B" OUTLET °'a D14 D 4 D14 D1O • •d�'46�4D•4D� TIE. (BY OTHERS) SUITABLE COMPACTABLE FILL ;\ /\ MIN. 2'-0" Q • QD• ,°' �� (AS NECESSARY - DESIGN BY \ F_ ENGINEER OF RECORD) ' /� Q /k 0 'A" \�� MAX. ll'-O" co 00 °;4�D*�D1 1QD1QD1 Y / /\/'\ SANITARY TEE SANITARY SEWER o = o '•4D�d��eo4'''° SIDE nn au an no / /� \//� MIN. 1'-D" m N I Y N PROPEX GEOTEX 601 IQ�� PANEL 1 D14 D•4 D14 D•4 D1 „ NON-WOVEN GEOTEXTILE (OR y/ \y/� O 0 0 0Li 4D4D� 01, • • • • • EQUAL) SURROUNDING MODULES �\ v z w w 4B4B� D1D1D1AD ' z z Y • �dpdp•4D� NON-WOVEN GEOTEXTILE AND STONE/SOIL INTERFACE ` /� /\ Y u o FABRIC (PROPER GEOTEX may/ / \ o p w < = o w Li SIDE PANEL 601 OR APPROVED) / / /\,\' w m o c u u ONCE REMOVED /�\// ��, j FLEXIBLE JOINT ��\� 45' BEND 2"x1/4" S.S. STRAPS ANCHORED TO WALL DATE: 01 /25/2016 INLET/OUTLET PORT �� r \ \// / ,��\// \\ //may % \\ \ \/\� \\i \\� TABLE A: INLET/OUTLET \/y\\/,,\ \/\�\ \,y\\,�\l / / / / / / �/ // /\l/ WITH IDE S.S. ANCHOR BOLTS AT 4' O.C. SCALE: NOT TO SCALE � /�\/- \//\\//\ \\/ //\\//\\// DEPTH SPECIFIED BY (PROVIDE SINGLE STRAP � MIDPOINT WHEN PORT DIMENSION NYLON ZIP TIES IN FOUR /a3 ,' ANGULAR STONE ENGINEER OF RECORD a STANDPIPE IS LESS THAN 4' IN HEIGHT) QUALITY CONTROL CERTIFICATION PORT SIZE OPEN SIZE CORNERS STORMTANK MODULE 6" MIN. PROJECT: #2015825 GROUP REVIEWED DATE (MIN. 50 LB TENSILE MIN. 1'-O" ° 12" 13.75" �4 V STRENGTH) PROJECT MANAGER o 5' SURVEY 14" 15" DRILL %" DIAMETER HOLE INTO ENGINEER OF RECORD RESPONSIBLE ENVIRONMENTAL I SIDE PANEL PRE-DRILLED BEARING ANIDGSUBGRADE SETTLING REQUIREMENTS STORMTANK ILS MEET ELEVATION SHEET CIVIL OPENING IS SHOWN VERTICALLY CENTERED 3 OF 3 FOR VISUAL CLARITY. PART MUST BE MOUNTING PLATE CROSS SECTION INSIDE DROP MANHOLE STRUCTURAL INSTALLED HORIZONTALLY CENTERED NOT TO SCALE ARCHITECTURAL - - - - - - _ ALVAH'S LANE I tu u� 0 KEY MAP LL _ Z � SCALE: N.T.S. z fL Z U] � —A ---1 111 LU U..1 Q W c1 �" K W tu SUED I VI S I ON MAP OP EAST COAST PROPERTIES SUFFOLK COUNTY FILE NO. cf 22S ►- z 1L w tL y Ii Z � 0 X I I I I w I E 45 9'TO 8' 40 I HI6H CEDAR TREES � (TO BE RELOCATED — — — "�' -- — — '• _ — — � , f FROM SITE) 33024'10" - - - - - - 1444.09 S ElI � OF VINEYARD - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — _ — 98.93' S 3324'10" / �k E w (EXT'G) EDGE OF VINEYARD 88 07, -5 LOT 14,6 ( DEVELOPMENT RI CGHTS INTACT) L POOL b i 4444 LOT LOT 14.4 ( DEVELOPMENT RIGHTS INTACT) +-—— 3 8'DIA x b' DP ry $°-- .7347 ACRES/ 162,685.53 5.1=. (ROOF DRAIN) ® I w j .'� o �, e 5.2081 ,OGRES/ 226,864.0 S.P, I �; o I f '��ry��' ooh (AKA I (�i n HOLE STREET • �i ,, C LOT I) I COVERED • OFFICE y, TREES U� I PATIO b Z• LOFT I ---• � Q' Q' Q- 384 S.F. 442 S.F. I Q� ev I .72' II I Iw I _ 6RA KINb _ �U\ �O I � 2' .�'-��"•�;;;.";:,�;` ARE l �lc I s 4TIO EL 46.0' 1 .t I K 83LEACHINSI� S.F. N ^:7,71 . Q LOT POOL \ 40' g I Tu (� Q/ I 8 'DIA x b' DP F AREA ® I �Q tv 45— (ROOF DRAIN) .M- .• ,' g' INLET 39.0 A02REA �� Y' �M '- T". -_ - x TRENCH GRAIN \ NlY•!' M' I a' Z I \T4s\ PROP( 5 \ - ffM� N \ ° ° VINEY�ORD > I WINERY \\ CIO - ISRA�/AL PA REARKIN& Q IL I \ 2,8"12 S.F. \ -g. - ° q Iw PL,ONTEDVINES wl \ - - --- _ - - - - - - - - \ �r� Z �OGRICULTURAL PRODUCTION W I F�- N 33032'\ w x 4 * 44 15 60.47' N 2840'40" yy 'K I 5.O�f 33 ACRES/ 221,864.0 S.P. � � � \� \ TOTAL AREA: \\ HI6H CEDAR TREES I '2 0.00' 21� I Q 45 8.g42q �4CRES/ 38q,555.41 (TO BE RELOCATED I EXT'6 0 w I S,P, 45 FROM SITE) 40 PROPOSED UTILITY Q �- I I _ MOSI&NUMENT I Z POLE i w I RESIDENTIAL USE � 34 X .1148 �4GRE5/ 5,000.0 5.1=. I d _ J w I J- z L YARD I O Q IL Iik i w . (EXT'G) EDGE OF VINEYARDI r' 2 7 2 0 16 - - - - - - - - - - - - - - - - - - - - - - - - (EXTG) EDGE OF VINEYARD SEP E�p ' _ SITE DATA Southold Town ---- — _ Planning board 397.75' N 3415'30, w127.47' AREA OF 51TE: 8A4241 ACREW OR 58Q,555.41 S.F. EXT'& BUILDING AREA: 2,162.0 S.F. N/0/1- W I LL I AM W ICK}• AM EXT'& BUILDING AREA: 2,8-12.0 S.F. TOTAL = 4,x62.0 S.F. (VACANT) (7SITE PLAN % OF LOT OCCUPANCY 1.2,A5 ZONING OF SITE: SCALE: 1 ' =50'—O" EXISTING USE: RESIDENCE 4 WINERY PROPOSED USE: RESIDENCE 8 WINERY S.C.T.M. #: 1000-101-1-14.4 DATUM OF ELEVATIONS: NAVD M55 51TE PLAN FOR 5ANN I NO \/I NEYARD 1440 ALVAHS LANE CUTCH06UE,NY SCALE: AS NOTED APPROVED BY: DRAWN BY. J.TURNER DATE: 06-22-16 REVISED BY Robert J. Gruber - Architect 476 Expressway Drive So. Medford, N.Y. 11763 (631) 654-4949 REV. #2 05-26-16 DRAWINGNUMBER: OF 2 TEST HOLE DATA REV. #1 01-11-16 S 1 TE PLAN JOB# # 15-Oa4 45 E' TO 8 ' 40 DENSITY HIGH CEDAR TREES T O B E R E L O G A T E D GROUND WATER MANAGEMENT ZONE: ( I AREA OF SITE = 8.9429 ACRE(s) OR 389,553.41 S.F. 1 144. 091 FROM SITE) S 3 3 024 '910 -9-9 E 8.9429 ACRES x 600 G.P.D. PER ACRE =5,365.14 G.P.D. ALLOWABLE - 98. 93 ' I ��4 '1 ,, 88. 0 , SANITARYLOY�I GALGULAT I ON (SYSTEM 1) Iz STORES AREA NO. GPD SF TOTAL AVG. L E A C H I N G I SQ. FT. SEATS GPD/SEAT GAL/DAY FEDGE OF GRAVEL AREA ' I SANITARY ONLY FOOL V 8 ' DIA x 6 ' DP WINERY 2,872 S.F. - .04 114.9 N (ROOF DRAI ) Q01 � x � 114.9 GPD f� ; SEPTIC TANK (NEW) 0 114.9 GPD X 2 DAYS = 229.8 GPD REQ'D ( %5oq`I ��r=' I TEST STREET GRADE EL 225' USE 8' DIA. x 4' LIQUID DEPTH '� EP,/ i; ERED - �' ® � �i H�1E TREES ~ ROWN ,;, ,® # 1 1,200 GAL GAP. SEPTIC TANK \ �;` \ � � E OF GRAVEL AREA LOAM �- I ® r'0 , LOFT EDG I OL •5' LEACHING POOLS BROWN = I v • .4 4 .2 S .F . I SILT 114.9 GPD - 1.5 G/SF 76.6 SF WALL AREA REQ D \ I 76.6 SF 25.0 5F/VF = 3.1 REQ D 72 I EDGE OF GRAVEL 4'0 USE ( POOL(S) ® 8' DIA. X 12' DEEP EA. = 12' VFP PROV'D 1� I AREA U.J - () lf\v' II I EDGE OF,PAYED-AREA. G RAVEL F A�R K I N G Q I I I ------- I - A R E Q 32 ------ , _ ' , PALE BROWN DRA I NAGE CALCULAT I ONS ° F-Z COARTO SE C) • Q p SAND • • a ASP{�ALT' :_'.;'. (�. - _- - - I �� w sw AREA-I (ZONE) \ EL 46.0' • Q : `::'p;a," _ 1 17.0' A T I O CO ., • q� f H;, ,� ROOF: 2,872 S.F. x .1'7 x 100 = 488.24 G.F. 8 G. PERaNG'sGN 10 r p - COMMENTS: J • U N srAtL rn I z NO WATER ENCOUNTERED TOTAL: 488.24 G.F. REQ'D LEACHING \ • • • _ :.. . \ TEST HOLE 4 N.T.S. USE (2) NEW POOLS @8' DI A. x 6' DEEP = 506.9 G.F. PROV'D 0 I to FOOL \ �y' 0- PROVIDED BY: 8 ' D I A x 6 ' D -=' �j BOX 1000 GEOSCIENCE AREA-2 (ZONE) . '' I AREA #2 1 SOUTHOLD. EXT'G YORK 11971 (ROOF DRAIN) iii'' EDGE OF,PA(/gD AREA -_\ �� EDGE OF GRA (\. DATE :765-3677028- F VEL AREA `✓ 9 INLET 39.0 AREA #2 DATED: 06-28-16 PAVING: 28,691 5F. X XI X 100% = 4,878.5 OF rYP TRENCH DRAIN GONG. WALK: 150 S.F. x .17 x 100% = 25.5 G.F. "NO PARKING - _ _ - - 39.5 LANDSCAPING: 7,124 S.F. x .1"7 x 15% = 181.66 G.F. ANYTIME" \ SIGN PER \ i _ TOTAL: 5,085.66 G.F. REQ'D ® - - STRIPED AREA - k===-__i �` _ `�� USE (6) NEW POOLS ®10' DIA. x 15' D = 5,336.8 G.F. PROVDD N E R Y Q0 - - _ _ GRA EL PAR K � \ A N G ; Q� �f _ - R�� '�j>-,,��; % ^ FULLY SHIELDED 2 12 S .F . - _ `\ /,, o LIGHT FIXTURE LANDSGAFE LEGEND QUANTITY 23 _ \ °' rYP. -,s EDGE OF GRAVEL AREA r- \\\ �_- ' \ , SEE 1 ZELKOVA SERRATA - (GREEN VASE) 5 .� O I \ LIGHTING PLAN (3-I/2" CALIPER) 25' v� SETBACK p EXISTING CEDAR TREES RELOCATED 96 1^ A (5' TO 8' HIGH) V/ I EDGE OF GRAVEL \I i \ �A FACTORY-SUPPLIED A�r '�z 15' TEMPLATES MUST BE SPIRERA BUMALDA "LIME MOUND" 23 �j SIGN USE OR SETTING (LIME MOUND 5PIREA) `� 8. 4 7 5 40 40 -9-9 -� �. SETBACK ANCHOR BOLTS INSTALLATION REQUIRES ' ILEX GRENATIA GONVEXA - (DWF HOLLY) 24" 8 \ GROUT TO BE PACKED I UNDER BASE TO INSURE TO g .9 FULL CONTACT WITH --T- \ HIGH CEDAR TREES 00 FOUNDATION. PROVIDE WOOD CHIPS AROUND ALL SHRUBS AND TREES SURVIVORSHIP SHALL BE MAINTAINED FOR FIVE (5) REINFORCED \ ]� EXT'(5 #42 CALV. TWISTED 2'X2'x4' DP. YEARS. ANY PLANTS WHICH DIE OR BECOME DISEASED DOUBLE STRAND WIRE RUBBER HOSE (TO B E RE L O G A TE D P.CONC. FTG. DURING THAT TIME SHALL BE REPLACED BY APPLICANT. (2) WHITE CEDAR OR TRUNK WRAPPING 45 O 'R O O S E D LOCUST STAKES ABOVE FROM SITE) UTILITY 2" SHREDDED BARK MULCH GROUND. LENGTH - 2/3 PARKING AREA LIGHT TREE. HEIGHT - 10'-0" MAX. SAUCER 2" SHREDDED M O N U M E NT I FINISHED GRADE BARK MULCH F O L E FINISHED SAUCER N.T.S. PARKING DATA GRADE SIGN CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL TOPSOIL do FERTILIZER CUT do REMOVE BURLAP I II - " BACKFILL FROM TOP 1/3 OF BALLTOPS �} /� �} �} i UNDISTURBED SOIL BACKOFILL& FERTILIZER SITE PLAN MIN. SPACE SIZE: �' x 11' REQUIRED - �I' x 1�1' PROPOSED MIN. AISLE WIDTH: 24' REQUIRED 24' PROPOSED UNDISTURBED SOIL 1I rf 9" 9" DUTY AND LOCKING SCALE. I ' -2O'-O" CASHEAT IRON COVER TO GRADE MIN. REQUIRED NUMBER OF SPACES: 6" 6" 7RIE E T=I _r TOTAL BUILDING AREA = 2,872 SF 5HRUE3 f=17 �< a z 00 PARKING RETAIL USE: 2,8'12 SF x 1/200 = 14.36 STALLS AREA TO BE ASPHALT PAVED N� 8" MIN. „, ANYTIME TOTAL PARKING STALLS REQUIRED = 15 STALLS ROADWAY TYPE C.I. FRAME ROADWAY TYPE C.I. FRAME ' I.E. 24•ID C', 24•ID PMC . . GRATE 2'-0" I.D. GRATE 2-0' I.D. 38 88 U TRAFFIC BEARING (DISTRIBUTION POOL ONLY) (DISTRIBUTION POOL ONLY) 20 MIN. TOTAL PROVIDED = 43 STALLS (INCL. 2 HG STALLS) FINISHED GRADE FINISHED GRADE '/4/1 14" L- OUTLET E.L. HEAVY DUTY AND LOCKINGFLOW UNE 6"DIA. 6"DIA. INTERIOR LANDSCAPING REQUIRED CAST IRON COVER TO GRADE 4" DIA. SDR OR �. 14• r 42.0 EQUIVALENT L I E CONC. z Q CONC. z Q 43 PARKING STALLS PROVIDED x 10 S.F. PER STALL = 430 S.F. COLLAR AS REQUIRED z COLLAR AS REQUIRED PITCH MIN. o W s" POST POST z 15" RCP CUV CONNECTING X X r 1/4" PER FOOT I o 38,38 TOTAL PROVIDED = 754 5.F. I -CONCRETE COVER PIPE (ROOF DRAIN TO I I � -CONCRETE COVER - z o ,e• DROP •r o 0 " o z BE 6" P.V.C. SDR 35 z CONCRETE DOME - 4'DIA. SDR35 ❑R ;� o I co DO cfl GD CONCRETE DOME _ ) EQUIVALENT (V N J 4" DIA. SDR OR SITE DATA 15" RCP CUV CONNECTIN I WITH THE FIRST TEN PITCH MIN. EQUIVALENT PIPE"(ROOF DRAIN TO I FEET AS CAST IRON. I 1/8' PER FOOT °� 1/8 N. FOOT FOOT BE 6 P.V.C. SDR 35) - _ - MIN AREA OF SITE: 8.85 ACRES) OR 58x,555.41 S.F. 00 - - 4• s'-6' 91-61 4• EXT'G BUILDING AREA: 2,162.0 S.F. _ I WITH THE FIRST TEN I _ ET AS CAST IRON. III -) (III= a - -f _ I I I HANDICAP PARKING NO PARKING PROPOSED BUILDING AREA: 2,8-12.0 5.F. IIII - _ J - =1 I I = I T e�-o' PARKING IDENTIFICATION SIGN OF LOT OCCUPANCY TOTAL = 142,6%2.o s.F. 3'-0" ❑ ❑ ❑ D 0 O D ❑ 1111 I- - ❑ ❑ ❑ ❑ - X ` N.T.S. 18 CLEAR OF FACE OF CURB '/8" SEFT 1 G TANK DETAIL ZONING OF SITE: IIII MIN. - I EXISTING USE: RESIDENCE 4 WINERY ❑ ❑ ❑ oo oo ❑ ❑ ❑ I I IIII= 30" ❑ ❑ oaao ❑ ❑ N 1000 C' � ❑ ❑ ❑ _ = MI ❑ ❑ C� '7 ❑ ❑ - I.E. 3' °" I I - (8 DIA. X 4 LIQUID DEPTH) �� ~`tm _I I ❑ ❑ 1-, 1-, ❑ ❑ I- =rl ❑ [� r1 ❑ _I N 35,30 :.' MIN' _ (1,200 GALLON CAPACITY) PROPOSED USE: RESIDENCE WINERY 2 0.Cz _ w S.C.T.M. 1000-101-1-14.4 Lw rn 3'-0" I 1- 3'-0" _ ( III w I I(I DATUM OF ELEVATIONS: NAVD l x88 I - - _ _ = J TRENCH MIN. 1= -I I J MIN. _ - w I= 24" LENGTH, STANDARD DRAIN 8 TO 51" __. TRENCH FRAME Q , - Q - I Ld PARK LOT LIGHT SPECIFICATIONS PRECA T CONCRETE _ PRECAST CONCRETE = I I I I NOIE: INLET & 1 1/2" TO w DRAINA E RINGS w - OUTLET TO BE MIN. INDICATES D5X0 LED YV/2O LED'S® I MA TYPE 3 w DRAINA E RINGS I w - 2400 CLASS PIPEKAKA 2" ,000 Baor�K - uwi (4000 S.I.) _ _ N (4000 S.I.) _ - I o I - 1/8' PER FOOT a :III N PITCH. •. U) 2A g MEDIUM OPrIGS, POLE MGUNTED 25 ABOVE GRADE BACKFILL WITH BACKFILL WITH CLEAN COMPACTED I- I CLEAN COMPACTED = I L = FLOW SAND AND GRAVEL - = SAND AND GRAVEL ` -III > ONLY - LL WITH ONLY I I CLEAN I OMPACTED ada.. I -_I �., ..:.. -, TING SHALL:. I 8-0" SAND AND GRAVEL (ALL LIGH a III REV. #2 OS 26-I6 FROM ADJACENT PROPERTYR& ROADWAYS.)T LIGHT SHIELDED - I I OPEN I BOTTOM - I 1 ONLY = _ = TEST HOLE DATA REV. 1 0-1-11-16 OPEN BOTTOM �_ -11 1- -- EL. 23.30 _ 11- I I I I,.,�1, , I,;,I I DRAINPIPE CONCRETE TRENCH SITE PLAN FOR o z - -„ I I �� _�„ I I I - SANNINO VINEYARD ( IIII-I I I I I z -I I I �- I = LONGITUDINAL SECTION CROSS SECTION '1440 ALVAHS LANE CUTCHo6UE,NY a 3' MIN. ABOVE NOTE: Copyright 2000 SCALE: AS NOTED APPROVED BY: DRAWN BY: .J.TURNER, 10'-0" 8'-0" 6' MIN. OF GLEAN STRATA Architectural GRAPHIC Standards CD-ROM GROUNDWATER GROUNDWATER (SYS. #1) EL. 16.0 GROUND WATER BELOW POOL BOTTOM John Wiley & Sons, Inc. New York, NY DATE: 06-22-16 REVISED BY (SYS. #2) EL. 17.0 SANITARY LEACHING FOOL Robert J. Gruber - Architect TRENCH DRAIN D E T A I 476 Expressway Drive So. Medford, N.Y. 11763 (631) 654-4949 DRA I I `1AGE FOOL DETAIL DRA I NAGE �00L DETAIL. (ENTIRE POOL TO BE IN CLEAN SAND & GRAVEL) DRAWING NUMBER: G �I SP-2 OF 2 (1 REQUIRED) SCALE: N.T.S. SITE LAI`1 JOB# # 15-0a4 OV \ \ O .. roc Al, \ \_ 1 0� Nod / '\` % . Al rG US�J / _ fGE1' MAP SCALE: N.T.S. s \ N ;`� •� � \ l '(Y � �\ l , •q'\ J� •Z,�(� ko Q0 141 r? ko 00 N gi 00 \ RS ` h ` / �Upr/s r j -A� T C � ry # /000 os ,icy Ab CO* Ckt �0 dop lop .q / co / ' \ / QU �\ \ \ /' / \� SEP 2 7 2016 SITE DATA Southold Town Planning Board AREA OF 51TE: 8.x4201 AORE(5) OR 58x,555.41 S.F. EXT'CG BUILDING AREA: 2,162.0 S.F. EXT'CG BUILDING AREA: 2,512.0 S.F. TOTAL = 4,x62.0 S.F. % OF LOT OCCUPANCY ZONING OF 51TE: \ / \ EXISTING USE: RESIDENCE 4 WINERY PROPOSED USE: RE5IDENCE 4 WINERY S.C.T.M. #: 1000-101-1-14.4 DATUM OF ELEVATIONS: NAVO IcI88 200 FT. RADIUS MAP FOR SANNINO VINEYARD ?490 ALVAHS LANE GUTGH06UE,NY SCALE: AS NOTED APPROVED BY: DRAWN BY. LTURNER SITE PLAN DATE: 06-22-16 REVISED BY Robert J. Gruber - Architect SCALE: 1 ' =100'-0" 476 Expressway Drive So. Medford, N.Y. 11763 (631) 654-4949 DRAWING NUMBER: 51 TE PLAN sP-I OF I JOB/ # 15-oa4 �— ' �— �/ t Ire_ 1� z h. 4 \ \ S r/roc N \' \, fGY MSP SCALE: N.T.S. 00`q�04 4A, Fk Y `\` .111 , � ®Ov ' RFFNy ovS J \ ry / /L Z U) 4) \, / ' � 1U U 0 / 9 \ / ' \000 U / lv � 44 U , S Q / cr \ ofILI 0 / c.T� #�vTc,yoT c yUR40 � lvzo ♦` � �'per / /' � C�� /0 SEP 2 7 2016 Southold Town } c. ' `\ , , v /� J� � � � ' `�\, Planning Board U• �� / \ / `\ / \�'\ s F � \''\ S I Ti= Z�ATA `\, � F G `\_, AREA OF 51TE: 8.9429 AGRE(5) OR 58x,555.41 S.F. op ;/ \' \\. ��/ _ �� /c,N's \_, EXT'G BUILDING AREA: 2,162.0 S.F. \ / �U �O \` `\ \`�\ 'gC O�/0% EXT'G BUILDING AREA: 2,8'12.0 S.F. / \ - '4�/T / TOTAL = 4,962.0 S.F. / p \, \ % OF LOT OCCUPANCY I Z7% ZONING OF 51TE: ' \ Q U' \� \ / \`_ EXISTING USE: RE5IDENGE 4 WINERY PROPOSED USE: RE51DENCE 4 WINERY _\ T S.G.T.M. #: 1000-101-I-14.4 DATUM OF ELEVATIONS: NAVD 1988 500 FT. RADIUS MAP FOR 5A�NN I NO VINEYARD 1490 ALVAiiS LANE GUTGHOF,UE,NY SCALE: AS NOTED APPROVED BY: DRAWN BY. J.TURNER 2 \ \ , \ •`\ ' — ``\ DATE' 06- 2-16 REVISED BY r--�s I TE PLAN 7 Robert J. (5ruber - Architect SCALE: 1 ' =100'-0" 476 Expressway Drive So. 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T� �' D a .01 0.00 0.00 z ,, � 0.40 0.57 + ~'•� 2.6 + 1. 5 +1.08 + INLET �'4'� x x x H e lght: 17S an + 0.80 +1.09 +1.50 + + 2.44 2.37 2:5 +2$70 0.75 0.33 0.07 + 1.79 - $�h Y ', 2.5 + + f«> 0. 1 + / :D 0.11 0.16 +0,Weight .24 + + 1.78 �� l�iKTR + 2.41 2.27 8-0 + 013 ( J 0.35 16 lbs0.49 +0.67 +0.91 t'7 I .6 2.29 +2.28 + + 1. 1 3 +0.99 + + Q + +1.19 + + SIGN PCR 2.26 2.32 +2.18 + + _ -' �' 0.73 0.51 +0.34 0 x0.02 X0.01 x0.01 x0.01 X0.00 x0.00 O + 1.26 SR_ ? 1.86 + 0.22 0.10 + 1.21 d �`' O ma �, 0.14 0.19 +0.27 + 1. 3 +14i_Fk*1.66 + 1.73 1.80 +1.66 +1.29 + + 14 P P 0 i O E � 0.37 0.50 + 1.83 + 0.93 X Z f + �, -.� 0.65 +0.73 +0.72 + 1.83 1.78 +1.52 + + 0.67 0.47 +0.33 + + � 0.03 ``�� _ �^ I i 0.08 X0.11 + * a 0.74 +0.81 + + 32 1.21 * .20 + + 0 22 0.14 x0.0 -~' x0.01 x0.01 x0.01 0.00 X0.00 v J v W A r � �jrf 0:14 0.20 +0.26 + 3 - 0.87 1.00 i j j 124 + + LL V 1t �� i i 0.33 0.39 +� 1.18 +1.23 +1.10 + f E f\RING(1�.0�5 0.77 0.57 +0.41 + a 0.04 C +0.06 + 0.39 0.39 +0.41 0.93 + r J 0.28 + + LO 0.08 + +0.48 +1�6 � 0.83 6� 0 + 0. 9 0 13 ', e O '� 010 0 1 + + 0.50 + 0.71 +0.69 + y xXxxZ0r- i , 0.16 + 0.64 *0.68 + 0.57 +0.43 * + 0.04 0 0.01 0.01 0,F1O.00 0.00 _ _J . 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"r �� 0:06".•.0 05 x X x x :.0 U)3 DA1 0.01 01 v, I.�.I ! f � ,, 0�-5.'..�..+p 05 p p�,�-�-O�d ..a � � � � 0.02 N 2W Z _j 0 < X X X X X x X X X X X x X X . x '0. x x X X x x p z 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.01 0.01 Q.Q1 0.01 0.01 0.01 O.d2 Q.D2 0.02 O.G2 Q.q2 0.02 0.02 0.03 0. v 0 0�"+p,�p�.� � ti'O,�D1 x0.01 x0.01 x0.01 x0.01 0"'�4 0 0.02 0. 0.03 00 0 0 0- �1 X X X X0. X X X X X0. h X X X. v x x X x x X x x '0, x x X g x X X X x X X 0OZ < W J 0.00 0.00 0.00 00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 O.Q1 O.q1 O.q1 O.D1 0.01 O.D1 0.01 0.01 0.01 Q.01 0.02 0.02 O.C2 0.02 2 -,Q.,G2 �r Q.q2 0.02 0.02 0.02 0.02 0.03 �...,1 OO1 t-•g 0 f x0.01 x0.01 xQ.01 X0.01 x0.01 N O HIG1_. CEDE' 1� {{((��'""��S V - W c j U X X X X X X X X X X X x X X \ X X X X 'C Y. X X X X �"'"••""""h� X X X X X X x0. X X X X X X �/X � X 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.03 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.010 0,01 0.01 EQ.01� �0I E .01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0. 0. 1 0.01 0.01 0.0E X�01� 0.00 `i `` LJ RCM ( T _ E�RQ�OSETl UTILITY r XX0. x "_ x X X x x ,TX X X x ' .kg-0.01 x X X p G 0.00 X X X X 0.00 0.00 0.00 0.00 X X X X X X X X 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 ,O.Q1 x 0.01 X Qq1 X 0.03 x 0.01 x d.01 X qA1 X 0.01 x x d.41 0.01 X 0.01 X 0.01 0.01 x Q.01 0.01 O.Q1 0.01 0.01 0.01 0.01 M�.�� i 0.01 0.01 0.01 0. 0 d.01 0.01 0.01 VVLE X0.00 SIGNI-! x0.00 X0.00 X0.00 X0.00 X0.00 X0.00 x0.00 X0.00 X0.00 X0 01 x0.01 x0.00 X0.00 x0.00 X0.00 X0.01 X0.01 "0.01 X0.01 x0.01 X0.01 X0.01 x0.01 X0.03 X0.01 x0.01 x0.01 x0.01 x0.01 x0.01 X0. i 1 X0,01 X0.01 X0.00 x0.00 x0.00 X0.00 X0.00 x0.00 x0.00 X0.00 x0.01 '0.01 X0.01 X0.01 X0.01 X0.01 X0.01 X0.01 x0.01 Ojl} - X0.00 X0.00 X0.00 X0.00 X0.00 NOTES Xo.00 x0.00 Xo.00 x0.00 Xo.00 Xo.00 Xo.00 x0.00 Xo.00 Xo.00 Designer 1.THESE LIGHTING CALCULATIONS ARE NOT A SUBSTITUTE LUMINAIRE SCHEDULE EL_ FOR INDEPENDENT ENGINEERING ANALYSIS OF LIGHTING ( Eric Perkins, LC, MISS SUITABILITY AND SAFETY. Symbol Label Qty Catalog Number Description Lamp File LLF Watts 2.THIS PHOTOMETRICS LAYOUT WAS CALCULATED USING DSXO LED 20C DSXO LED with 20 LEDs 2A 2 1000 30K T3M @1000 mA , 3000K, Type LED 3000K DSXO_LED_20 1.00 144 Date SPECIFIC CRITERIA,ANY DEVIATION FROM STATED Poles MVOLT 3 Medium Optics C_1000 30K_T Per Pole PARAMETERS WILL AFFECT ACTUAL PERFORMANCE. 3M_MVOLT.ie Sept. 14th, 2016 3.ALL QUANTITIES ARE BASED ON FIXTURES SHOWN IN THE X LIGHTING CALCULATIONS ONLY. Ld Scale 4. THESE CALCULATIONS ARE BASED ON LISTED FIXTURES ONLY. SUBSTITUTION OF THESE FIXTURES VOIDS ALL CALCULATIONS. STATISTICS As Noted 5. ACUITY BRANDS LIGHTING RESERVES THE RIGHT TO WITHDRAW Description Symbol Avg Max Min Max/Min Avg/Min REV 1 THESE COPYRIGHTED LIGHTING PLANS FROM PUBLIC RECORD IF SUBSTITUTIONS OCCUR. Beyond Property Lines }< 0.01 fc 0.03 fc 0.00 fc N/A N/A See Notes 6. ALL SUBSTITUTIONS REQUIRE NEW CALCULATIONS BASED ON THE Parking Areas } 0.93 fc 4.13 fc 0.02 fc 206.5:1 46.5:1 FIXTURES SUPPLIED. Property Line AFG -F 0.02 fc 0.05 fc 0.00 fc N/A N/A D SEP 2'7 2016 1 of 1 Southold Tov,,,n Planning Board = CL SEP 2 7 2016 o L w, r r 0 W N O V Southold Town C a �' o F- Planning Planning Board '� F- U .9 L _6 o c W .1✓ E o C to i a = m HQ � ALU Q cid z ai ai C c c . V _j 0 O aa) cli . CV U) •� E rn CQi N a NW co "' M co W (n � i V C J I i� 4 LU CURVE DATA TABLE CURVE DATA TABLE UNE TABLE UNE TABLE LINE TABLE LINE TABLE UNE TABLE UNE TABLE UNE TABLE CURVE DELTA RADIUS LENGTH CHORD CU �VE DELTA RADIUS LENGTH CHORD LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH C1 0'48'08" 3687.32 51.63 N33'41'26"W 51.63' C1LZ 89'01'35" 301.00 467.70 N86'14'19"E 422.05' L1 N01'29'30"W 200.00' L12 N75'36'00"E 103.12' L23 S82'51'10"W 152.83' L38 S43'37'40"E 112.00' L49 N40'06'30"E 141.16' L60 S87'13'11"E 83.00' L69 N41'43'32"E 94.38' C2 1'53'15" 3642.32 119.98 S33'09'41"E. 119.98' C 1t3; 33'32'32" 348.00 203.73 N58'29'48"E 200.83' L2 N34'05'30"W 241.26' L13 S24'49'00"E 270.52' L24 N34'37'49"W 187.16' L39 S84'24'10"E 155.12' L50 N85'07'48"E 202.50' L61 N 16*20'20"E 130.30' L70 N86'50'42"E 46.30' _ C3 40'54'57" 248.01 177.11 S65'53'31"W 173.37' C 1*- 1 1'3438" 973.78• 196.76 N81'03'23"E 196.43' L3 N57'03'00"E 154:41' L14 S24'49'00"E 188.69' L29 N45'26'03"E 132.82' L40 N56'19'11 0"E 144.89' L51 S86'46'42"E 159.53' L62 N45'28'40"W •46.07' L71 N74'54'49"E 75.02' 2r� C4 12'02'54" 473.79 99.63 N87'37'28"W 99.45' C15 11'55'53" 905.00 188.46 N80'52'46"E 188.12' L4 N89'04'30"E 70.38' L15 S44'24'00"E 244.00' L30 N81'35'44"W 80.10' L41 N23'02'15"W 37.90' L52 N73'21'48"E 115.31' L63 S44'31'20"W 77.00' L72 N34'05'30"W 228.56' :. C5 35'45'49" 232.46 145.10 N80'31'23"E 142.75' C16' 104'10'58" 255.00 463.68 N86'10'59"W 402.39' L5 N89'04'30"E 47.04' L16 S89'59'00"E 62.40' L31 S62'38'30"W 452.91' L42 N57'1 5'50')AI 61.40' L53 N 17'40'18"E 304.56' L64 S 17'20'10"W 91.96' L73 S4 1'43'32"W 95.33' C6 67'11'50" 42.15 49.43 S49'56'1 5"W 46.65' C17 33'32'32" 388.00 227.14 S58'29'48"W 223.91' L6 N33'26'50"E 77.21' L17 S15'53'50"E 239.64' L32 N27'21 '30"W 108.50' L43 N58'54'30"E 74.47' L54 S50'25'50"W 129.09' L65 S06'07'40"W 253.34' L74 S86'50'42"W 46.30' C7 31'51'00" 70.09 38.96 S00'24'50"W 38.46' C18, 11'34'38" 1013.78 204.84 S81'03'23"W 204.50' L7 N20'25'10"E 212.89' L18 S24'47'10"W 669.67' L33 S62'38'30"W 175.00' L44 N37'38'50"E 44.20' L55 N50'25'50"E 179.62' L66 S48'04'40"E 91.00' L75 S74'54'49"W 64.49' C8 29'58'00" 129.93 67.96 S30'29'40"E 67.18' C19 11'55'53" 865.00 180.13 S80'52'46"W 179.80' L8 N19'50'00"E 344.50' L19 S38'04'10"W 253.83' L34 S06'05'00"E 42.52' L45 N21'39'30"E 97.03' L56 N65'34'10"E 218.80' L67 N16'20'20"E 130.30' L76 S45'26'03"W 122.30' C9 104'06'24" 20.00 36.34 N35'42'52"W 31.54' C20 ; 40'54'57" 288.01 205.67 S65'53'31"W 201.33' L9 S23'00'00"W 50.89' L20 N 19'57'45"W 548.52' L35 -N85'20'00"E 45.64' L46 S26'25'00"E 128.65' L57 N 16'48'10"E 373.23' L68 N45'28'40"W 46:07' L77 N81'35'44"W 80.10' C10 31'51 00' 100.09 55.64 S00'24 50 W 54.93 C21 12'02 54 513.79 108.04 N87'37 28'W 107.84 L10 S68'23 00 E 145.80 L21 N78'56 50 W 240.94 + L36 S84'06 00 E 160.30 L47 S52'09 36 E 229.16 L58 N18'02 30 E 518.33 L78 S62'38 30 W 100.00 C11 29'58'00" 159.93 83.65 S30'29'40"E 82.70' C22 35'45'49" 192.46 120.13 S80'31'23"W 118.19' L11 S55'56'00"E 142.90' L22 N60'47'50"W 114.87' 037 N51'09'30"E 81.80' L48 N19'45'24"E 68.52' 059 N87'46'07"W 313.07' 079 S38-44'1 4"W 126.49' n: MAP REFERENCES NOTES , 1. "PARKING IMPROVEMENT PLAN PREPARED FOR FISHERS ISLAND 1. THIS SURVEY WAS PREPARED FOR THE PARTIES .AND PURPOSE CLUB EAST END ROAD FISHERS ISLAND, NEW YORK - SITE LAYOUT" INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE DATE: 01-31-2002 SCALE: 1"=20' SHEET 1 OF 2 BY CME/CPK PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. DESIGN GROUP. CME FILE #2001878 4P IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY 2. "SITE PLAN PREPARED FOR FISHERS ISLAND CLUB EAST END 2. � •;> �- •. " tt / Rq PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ROAD FISHERS ISLAND, NEW YORK TENNIS PAVILION" DATE: l / 1 •" 4 LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. v 1-7 pyo. oa$`y�► / 01-14-2004 SCALE: 1" = 20' SHEET No. 1 OF 1 REVISED THROUGH 7-4 / 09/01/06 BY CME ENGINEERING, LAND -SURVEYING & ARCHITECTURE, 3. ONLY COPIES OF THIS-SURVEY MARKED WITH THE LAND ° 4 PLLC. CME FILE #2004800 SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL 7-12 ARE THE PRODUCT OF THE LAND SURVEYOR. \ 7-6 3-1 2-2 f C 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND 2-1 1-8 GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" 1 I `I 5. CLUB HOUSE SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF 1 7-5 060 I 7-11 SUFFOLK TAX MAP 1000, SECTION 4, BLOCK 06, LOT 09. \ _-- O L59 GrO 6. SITE IS LOCATED IN ZONING DISTRICT R-120. 7-7 m `° N/F WRECK 1-9 • \ \ N/F VANHENGEL FAMILY � ISLAND (NORTH) LL 7. BASE FOR LEVELS: NGVD 1929 PROPERTY TRUST U 'VACANT LAND' 1-12 / \ \ 1-10 7-10 7-8A N/F KINDER VH CORP LLC ��' \ N � 8-2 / 7-86 1-11 ,; ZD E A 5 H A R 5 0 R N/F RICHARD A. MILLER �,I Y N/F MAARTEN R. do CLAUDIA f./ Z U Q 7-9 VANHENGEL VACANT LAND' t 0 + 8-4 8-3 j Q X & s F- 8-4A s / �. ZLLI O Z W Q Z CK 12-3 ; , 8-8 N/F JOHN Q NIELSEN w 'VACANT LAND- / -- �� Q W Z - to / 8-7 8-6A �6 /. i; INDEX U Lj L1 0,4'4-7g / !'-SHEET No. DESCRIPTION °- - s-s 2-2 \ I L11 12 _� / 8-9 N/F JONATHAN R. do MADORA ' 1 COVER O = 1 / .•i . ) / 9-1 KIBBE i� t/� W N to --� #t7 `� l 2 EXISTING CONDITIONS / 1.7W 1000-4-4-16 811 PORTION ALONG SHORE ( 3 OVERALL SITEPLAN V) L1 \ / 4 LAYOUT AND GRADING JJ N/F IAARY DENNY NRAY 1995 TRUST N/F H. L FERGUSON MUSEUM, INC I / 5 UTILITIES, DRAINAGE, & EROSION 4-4-4 PORTION �"-- -� �.ti • , 12-1 10-1, 10-8 10-2 "VACANT LAND' / AND SEDIMENTATION CONTROL 4-4-5 8-12 8-10 '3 / 6 SEPTIC DESIGN N/F GAIN GWATHMEY 12-7 #16 1000-5-2-3 . 7 LANDSCAPE AND LIGHTING PORTION L8014 N/F SARA E EVANS 2 / 8 DETAILS 0 10-8, 10-7A,6 I' . r. 050 151 L5 / 4-4-6 1000-4-4-8 L1 16 1000-5-2-2 v ��tj EROSION & SEDIMENT - 9 CONTROL PLAN L351000-5-2-4 �� 11-4 #18 FISHERS ISLAND DEVELOPMENT CORP. #2 N/F HAMILTON �$ ,I #1 33.32* ACRES J'b /F BRANDYWINE TRUST CO., RESIDENCES LLC f / 7 C AS TRUSTEE V�p v M M 2 M m 1000-4-4-9 l / Y Y Q O., a a n. d O 0.39 / LOT 1 _� / MIWKEN ro 3 / 5,250' t SUBDIVISION 11-1 6 �, `^ BEPCH CLUB �� ALONG SHORE Z fn N fn to to 1979 C2 �� °j '�-� #3 / / / O W W W L74 9 /' ° a. m MI OT 2 C G11 1;14 070 C15 / \ I / ? Suffolk County Department of Health Services o o W W W W W 00 SUBDIVISION I 017 1979- G�� \ �� - \\ // 1 _� ` Approval or Construction Other Than SI F o t.- N = _ F = --- ------ _ - --- --- - -- - - . - ------ - - _ - - - - ---- - / - --- ---- ----- --- -- -------- --- - - -/ - _ Ref G-/ - _ - f -Oth Single Family N \ / - ��G,'�_-- - __- �- erence No.-_C4 &cr,2 Desi Flow391001> m a 1000-4-6-8 �� / - - mew a�w > D m En T = N _ _ _ / 0 I Use(&)-- 6N I!&/ L W co Tto to n to to to to 1. These plans have been reviewed for general conformance with S olk a o 0 0 0 0 000 VACANT GOLF \ cA County Department of Health Services standards,relating to water supply a M 00 � - 10 �o M LAND C16 CLUBHOUSE IN C4 CN CN C4 L1 L24 G�Z FISHERS ISLAND DEVELOPMENT CORP. / POR" - and sewage disposal. Regardless of any omissions,inconsistences or lack 1 o-L 10-e 10-2 Z� Of detail,construction 1S "1 a v to 0D 0° O1 °f °i N/F L2 11.92± ACRES -1,10 required to be in accordance with the attached o 0 0 0 0 0 0 0 0 022 FISHERS ISLAND 100 -4- - / I C-� permit conditions and applicable standards unless specifically waived by DEED the Department. This approval expires 3 years from the approval da- z N ro " m t° " co °' DEVELOPMENT CORP. 10-4 1a-�Ae ,o-3 .- 021 LINE Lm A Ni P.10- unlesse'tend orrenewed. 4-4-0 ` L1 / I4 UIN C� � Apprval Date Reviewer Q NOTE. ALL DEVELOP6 ABUTTING PROPERTIES aye Q o 1111 L20 CONNECTED TO MUNICIPAL WATER AND HAVE N N ON SITE SEPTIC SYSTEMS. / WATER LINS(a) MUST BE iNgrECTED $Y THE 00 00 15-19 / 5ARLIt* \ / UF'FOLK COUNTY o = o Dg�''r• 4t: HEALTH 6ERvrcEs. m N Lt / ABUTTERS CALL 852-0784, 48 HOURS 1N ADVANCE, O o o Ew LC OVE! - - - ? GOLF TO SCHEDULE INSPECTION 3 . -� U z z z Y `` M S B L OWNER USE ® CLUBHOUSE / W z / / 250 125 0 250 U' o 15-16 & \ / iiiia 1000-4-4-8 PRESTON REED, INC. SINGLE FAMILY RESIDENCE CLU a o 0 0 0 GRAPHIC SCALE IN FEET -4-4-9 EDMUND M. CARPENTER SINGLE FAMILY RESIDENCE JOHN N. IRWIN, III & /i DATE: 01/25/2016 1000-4-6-8 JEANETTE IRWIN VACANT LAND I 1000-4-4-15 EMILY R, CRISP REVOC. TRUST SINGLE FAMILY RESIDENCE \ / EXCAVATION INSPECTION REQUIRED SCALE: AS NOTED 1000-4-4-16 KANE K. BAKER SINGLE FAMILY RESIDENCE / \ FOR SANITARY SYSTEM QUALITY CONTROL CERTIFICATION \ PROJECT: #2015825 1000-5-2-1 BRANDYWINE TRUST CO. SINGLE FAMILY RESIDENCE � GROUP REVIEWED DATE I 1000-5-2-2 GAINES GWATHMEY SINGLE FAMILY RESIDENCE BY HEALTH DEPARTMENT PROJECT MANAGER SURVEY 1000-5-2-3 SARA E. EVANS SINGLE FAMILY RESIDENCE SHEET ENVIRONMENTAL 1000-5-2-4 HAMILTON RESIDENCES LLC SINGLE FAMILY RESIDENCE LOCATION MAP SCALE 1 =400' .� PISHE R6- S IS ]- AND CL Ul? 4" CIVIL STRUCTURAL I ARCHITECTURAL U � CL SEP 2 7 ?Uluco L p i CIS 0 0 Southold Town c\j o 0 Planning Board C V �' o U w U � C L - 0 c W o i o Ica: a) LU Baa � W 2 O Q) i N ■_ � 0) N B cf) ISH P c u ,00 R� S IS 4ND V) o Ucl) 0 N Q L N W 00 M 00 W ( f) rr)) V a J L�r,sn,,• $fin Lu l k Y CURVE DATA TABLE CURVE DATA TABLE LINE TABLE UNE TABLE LINE TABLE UNE TABLE LINE TABLE UNE TABLE LINE TABLE CURVE DELTA RADIUS LENGTH CHORD CURVE DELTA RADIUS LENGTH CHORD LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH C1 0°48'08" 3687.32 51 .63 N33'41 '26"W 51 .63' C12 89°01'35" 301 .00 467.70 N86°14'19"E 422.05' L1 N01°29'30"W 200.00' L12 N75'36'00"E 103.12' L23 S82°51 '10"W 152.83' L38 S43'37'40"E 112.00' L49 N40'06'30"E 141 .16' L60 S87°13'11"E 83.00'. L69 N41°43'32"E 94.38' C2 1'53'15" 3642.32 119.98 S33'09'41 "E 1 19.98' C13 33'32'32" 348.00 203.73 N58'29'48"E 200.83' L2 N34°05'30"W 241 .26' L13 S24'49'00"E 270.52' L24 N34'37'49"W 187.16' L39 S84'24'10"E 155.12' L50 N85'07'48"E 202.50' L61 N 1 6'20'20"E 130.30' L70 N86°50'42"E 46.30' C3 40°54'57" 248.01 177.11 S65°53'31 "W 173.37' C14 11°34'38" 973.78 196.76 N81'03'23"E 196.43' L3 N57'03'00"E 154.41" L14 S24'49'00"E 188.69' L29 N45'26'03"E 132.82' L40 N56°19'10"E 144.89' L51 S86'46'42"E 159.53' L62 N45'28'40"W 46.07' L71 N74°54'49"E 75.02' C4 12'02'54" 473.79 99.63 N87'37'28"W 99.45' C15 11°55'53" 905.00 188.46 N80°52'46"E 188.12' L4 N89'04'30"E 70.38' L15 S44'24'00"E 244.00' 1-30 N81'35'44"W 80.10' L41 N23'02'15"W 37.90' L52 N73'21 '48"E 115.31 ' L63 S44'31'20"W 77.f)0' L72 N34°05'30"W 228.56' C5 35'45'49" 232.46 145.10 N80'31 '23"E 142.75' C16 104'10'58" 255.00 463.68 N86'10'59"W 402.39' L5 N89'04'30"E 47.04' L16 S89°59'00"E 62.40 L31 S62°38'30"W 452.91 ' L42 N57'15'50"W 61 .40' L53 N17*40'18"E 304.56' L64 S17*20'10"W 91 .96' L73 S41'43'32"W 95.33' C6 67°11'50" 42.15 49.43 S49°56'15"W 46.65' C17 33°32'32" 388.00 227.14 S58'29'48"W 223.91 ' L6 N33°26'50"E 77.21 ' L17 S15'53'50"E 239.64' L32 N27°21 '30"W 108.50' L43 N58°54'30"E 74.47' L54 S50°25'50"W 129.09' L65 S06°07'40"W 25.34' L74 S86°50'42"W 46.30' C7 31'51 '00" 70.09 38.96 S00°24'50"W 38.46' C18 11°34'38" 1013.78 204.84 S81'03'23"W 204.50' L7 N20'25'1 0"E 212.89' L18 S24°47'10"W 669.67' L33 S62'38'30"W 175.00' L44 N37°38'50"E 44.20' L55 N50°25'50"E 179.62' L66 S48°04'40"E 91 .00' L75 S74°54'49"W 64.49' C8 29'58'00" 129.93 67.916 S30°29'40"E 67.18' C19 11'55'53" 865.00 180.13 S80'52'46"W 179.80' L8 N19°50'00"E 344.50' L19 S38°04'10"W 253.83' _ L34 S06°05'00"E 42.52' L45 N21°39'30"E 97.03' L56 N65°34'10"E 218.80' L67 N16'20'20"E 130.30' L76 S45°26'03"W 122.30' C9 104°06'24" 20.00 36.34 N35'42'52"W 31 .54' C20 40'54'57" 288.01 205.67 S65'53'31 "W 201 .33' L9 S23'00'00"W 50.89' L20 N 19'57'45"W 548.52' L35 N85'20'00"E 45.64' L46 S26'25'00"E 128.65' L57 N 1 6'48'10"E 373.23' L68 N45°28'40"W 46.07' L77 N81'35'44"W 80.10' C10 31'51 '00" 100.09 55.64 S00'24'50"W 54.93' C21 12°02'54" 513.79 108.04 N87°37'28"W 107.84' L10 S68°23'00"E 145.80' L21 N78°56'50"W 240.94' L36 S84°06'00"E 160.30' L47 S52'09'36"E 229.16' L58 N18°02'30"E 518.33' L78 S62°38'30"W 100.00' C11 29'58'00" 159.93 83.65 S30°29'40"E 82.70' C22 35°45'49" 192.46 120.13 S80°31 '23"W 118.19' L11 S55°56'00"E 142.90' L22 N60°47'50"W 114.87' 1-37 N51'09'30"E 81 .80' L48 N19°45'24"E 68.52' L59 N87°46'07"W 313.07' L79 S38-44'1 4"W 126.49' ----------------- MAP REFERENCES NOTES 1. "PARKING IMPROVEMENT PLAN PREPARED FOR FISHERS ISLAND 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE ✓ CLUB EAST END ROAD FISHERS ISLAND, NEW YORK - SITE LAYOUT" INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE f � DATE: 01-31-2002 SCALE: 1"=20' SHEET 1 OF 2 BY CME CPK PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR P, DESIGN GROUP. CME FILE 2001878 / EXCEEDS THE SCOPE OF THE ENGAGEMENT. 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY 2. SITE PLAN PREPARED FOR FISHERS ISLAND CLUB EAST END PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED / / ROAD FISHERS ISLAND, NEW YORK TENNIS PAVILION" DATE: v I 1 LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 1-7 / 7-4 01-14-2004 SCALE: 1 = 20 SHEET No. 1 OF 1 REVISED THROUGH / 09/01/06 BY CME ENGINEERING, LAND SURVEYING & ARCHITECTURE, 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND ;n- PLLC. CME FILE #2004800 SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL \ 7-12>>/ ARE THE PRODUCT OF THE LAND SURVEYOR. 7-6 3-1 2-2 \ 2-1 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND1-$ 1 GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" I 5. CLUB HOUSE SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF \ 7-5 L60 ' I 7-11 SUFFOLK TAX MAP 1000, SECTION 4, BLOCK 06, LOT 09. 0\ L59 CO 6. SITE IS LOCATED IN ZONING DISTRICT R-120. 7-7 0 r N/F WRECK \ \ N/F VANHENGEL FAMILY C7 ^ISLAND (NORTH) LLC 7. BASE FOR LEVELS: NGVD 1929 PROPERTY TRUST o VACANT LAND' Civ 1-12 0 1-10 / 7-1 p 7-8A N/F KINDER VH CORP LLC iH A -86 J m J GE C)1 N/F MAA R. do CLAUDIA N/F RICHARD A. MILLER / / 0 Z U QGE .7-g VANNANHENGEL "VACANT LAND' 0 / \ a- 0 1 ` / Lli 8-4A �s / W O� z Q Z 12-3 \ \ `- ` / 8-8 N/F JOHN NANT LAND"IELSEN / � 0 Q w \ \ \ " LAN / a_ LLI 0 OfZ W u) z-- L9 '00 \ \. 8-7 8-6A X56 / INDEX w LLJ L (� L1 °'4, ` 1 I SHEET No. DESCRIPTION 0 't w \/ 4 �SLd 12-2 \ ) L11 12 I __ / / 9-1 8-9 N/F JONATHAN R. do MADORA ��Q 1 COVER L bi N / L KIBBE l #17 2 EXISTING CONDITIONS t,7so _� �QDc / ' t 1000-4-4-163 OVERALL SITEPLAN � PORTION � � ALONG SHORE ( 8-11 / / L1 \ N/F MARY DENNY WRAY 4 LAYOUT AND GRADING 4-4-4 PORTION -� / JJJ 1996 TRUST N/F H. L FERGUSON MUSEUM, INC 1 /� 5 UTILITIES, DRAINAGE, & EROSION 0-1, 10-8 10-2 "VACANT LAND" M AND SEDIMENTATION CONTROL 12-1 4-4-5 8-12 8-10 '3 6 SEPTIC DESIGN N/F GAINE GWATHMEY 1000-5-2-3 7 LANDSCAPE AND LIGHTING 12-7 #16 N/F SARA E. EVANS < / 8 DETAILS PORTION L8 L14 -8 10-7 A,B '. 0 L51 10 11 0 L 0 / 9 EROSION & SEDIMENT tx 0 CONTROL PLAN < 4-4-6 1000-4-4-8 L1 L16 1000-5-2-2 M � 1000-5-2-4 � S A 11-4 #18 FISHERS ISLAND DEVELOPMENT CORP. #2 ,� �LOU 6 �� REN/F F EHAMILTON 2 ' j / 1 33.32± ACRES �1 N/F BRANDYWINE TRUST CO., �� co 721 21 C2 AS TRUSTEE Q 1000-4-4-9 U L39 m Y Y d d d d d d �Q G MILL KEN �] �6 3 ®CLUB / _� \__ /T 1 A ALONG SHORE (n SUBDIVISION 11-1 C2 6 BEACH #3 1979 N z O N w w w w w 3 L74 1 / \ /� N o 0 oz 0 0 0 LOT 2 C C15 L, / / \ - MIL T 2 G1 C14 L70 / \ �� / w 0 a a Of > a a a SUBDIVISION L17 _ ---� Ln 1979 G�^� / / \ \- / / ` \ - o v' m a ¢ a a Q a L2 1'y �- / 1000-4-6-8 �, \ +� 0 \/ �O� ALCM I � � m N 2 2 N = 2 2 VACANT C16 ® GOLF / w EO � � � LAND CLUBHOUSE / Q o , \ o 0 0 0 0 0 0 0 0 CAMPBELL hW- ) \ \ \ \ \ \\\ L1 L24 G�2 FISHERS ISLAND DEVELOPMENT CORP. ® � 11.92± ACRES C-�n°-s 1�2 �� 0 0 0 0 0 0 0 0 0 FISHERS ISLAND L2 L22 1000-4-6-9 / 1---5 DEVELOPMENT CORP. DEEDN n 0)/ u� co ao L21 LINE I 10, 10a7A,B 10-3 L18 Q rn \ ® U IN r;) 10-6 10-+ NOTE: ALL DEVELOPED ABUTTING PROPERTIES t�a�e Q u / Leo CONNECTED TO MUNICIPAL WATER AND HAVE 10-5 �'�" UO ON SITE SEPTIC SYSTEMS. �� eN o� / 00 00Ln 0 a: 0 L1 / m " I I Y Q I N / / ABUTTERS o o 0 0 / I COVE M-S-B-L OWNER USE ® GLUBHOUSE w Y 0 Z Y 0 \ / 250 125 0 250 C 0 o w < = o ui 15-16 & / \ / 1000-4-4-8 PRESTON REED, INC. SINGLE FAMILY RESIDENCE / 2 0] w 0 U U -1 1000-4-4- M.GRAPHIC SCALE IN FEET 9 EDMUND MCARPENTER SINGLE FAMILY RESIDENCE �- DATE: 01/25/2016 JOHN N. IRWIN, III & / 1000-4-6-8 VACANT LAND < JEANETTE IRWIN 1000-4-4-15 EMILY R. CRISP REVOC. TRUST SINGLE FAMILY RESIDENCE SCALE: AS NOTED 1000-4-4-16 KANE K. BAKER SINGLE FAMILY RESIDENCE / 11 1�l PROJECT: #2015825 QUALITY CONTROL CERTIFICATION 1000-5-2-1 BRANDYWINE TRUST CO. SINGLE FAMILY RESIDENCE GROUP REVIEWED DATE 1000-5-2-2 GAINES GWATHMEY SINGLE FAMILY RESIDENCE \ PROJECT MANAGER 1000-5-2-3 SARA E. EVANS SINGLE FAMILY RESIDENCE �\ SURVEY 1000-5-2-4 HAMILTON RESIDENCES LLC SINGLE FAMILY RESIDENCE LOCATION MAP SCALE 1 "=400' SHEET ENVIRONMENTAL 1 CIVIL STRUCTURAL ARCHITECTURAL SEWER _ , \ ` .U_I \/ 5 APPROX. LOC SP�.� \ +/� 0?. ACC ! 1..1.. S x 5.48 TALL \ / 00 \ r 0 \, -S CAMPBELL L IN IN N , N o 510` 0-11,,100-8 10-2 C o H \. SOLED 5- PINE 4-4-5 •� Q� U VE C \ ; ATE D SEWER MAIN s- i 12" to a RnoN .a to_3 W .0 a CRcd OSSING p v.G FORCE ANG 4-4-s V _ \ EXISTING \ PE PINE 3h PR W Q o Q r, 33 10" / o \ r S PINE to-s 10-4 Q C-- - > r \ � NPINE to5 O _c// cn cz . POST y2 o I \\ s 12" {GP NW co O I 1 •\� PINE 15' M 00 \ ; PIS W (� M o \ o ` 1 S'TOA 6,T�M ® GOLF / V q1 cc p SG l J I o o I-) LO OX�P o �0 I \ JT �� ss z Is cO�R LOCATION MAP SCALE 1 =400' 0 GAL•\ ` XISTING tSTANK \ I' U NpNFE SEPTIC \� \ j BOX ASEPTIC ORNE POST �J�(EL. MAP REFERENCES \ s gOX /1° r \ 1 ,� ` 1. "PARKING IMPROVEMENT PLAN PREPARED FOR FISHERS ISLAN v� / i CLUB EAST END ROAD FISHERS ISLAND, NEW YORK - SITE LAYOU o � BENCHMARK: R00 \ � '\ APPROX. LOCATION � / ® / DATE: 01-31-2002 SCALE: 1"=20' SHEET 1 OF 2 BY CME/CPK �, T T 4" WATER SERVIC o EL=12.89' (NGVD29) ELEc. \ \ \ DESIGN GROUP. CME FILE #2001878 v 1 BOX o o ry -__--T \ AppROXIMATELT � � � 1 2. "SITE PLAN PREPARED FOR FISHERS ISLAND CLUB EAST END B•� 2p00, TO NEX ✓ J ROAD FISHERS ISLAND, NEW YORK TENNIS PAVILION" DATE: PIB o �___ RENCE \ MIENT RCA \\�\�� 01-14-2004 SCALE: 1" = 20' SHEET No. 1 OF 1 REVISED THROU H END R \ EDGE OF PAVE \ 09/01/06 BY CME ENGINEERING, LAND SURVEYING & ARCHITECTU D O IMATF EAST EN --�, APPROX NEXT PLLC. CME FILE #2004800 10p0' -VO TIG SEPTIC :D ReC �-� \ RAIL o H O / z \ FENCE GAL. 1 NOTES ANDICAP � � ��; � EE�p��NK / PARKING \ S m . '�UNIPR�,x1323 I �� 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE 00 \ , 13.3 INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE �°% DSBLDG. 1 = PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR �BLUESTONE 0\ '`' TYP,G TENNIS COURT X14 x _14_ EXCEEDS THE SCOPE OF THE ENGAGEMENT. TO REMAIN \ WALK sEP J I 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY O Y ��v �� Jam, �) \ PARKING AREA M H /i A LICENSED EXISTING GRASS) 18 S � T p 00 �'� o I PERSON, UNLESS ACTING UNDER THE DIRECTION OF ^ / GREASE Q ��` 15.2 x LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. _ TRA �TYP• I ERR E�GTR� \ _ STEPS ' �e v, mI Q, 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND T \ 8 lr'� HI y SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL O L HT / _- ` TRANSF. TENNIS c) ' } US / + TWIN CHERR -�°�. � BR LI HTS -1 O I y _ PA n- x15.62 URT ` 12� ARE THE PRODUCT OF THE LAND SURVEYOR. i HTS / -- - - -� STEP ° TEN" `. 1- CH ERRY1�� I / I ROX. LOZTION n ' \20.1, ° :<I '� 8.. I 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND , WATER SERVIC I // ' \ CHERRY I r GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" --- PI , t _ - c . B \ /•� STEPS y�l�� / '26\� CABLE p W/F� so / 5. CLUB HOUSE SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF y /' / 28__ I \ ' RAM \ � cr. SUFFOLK TAX MAP 1000, SECTION 4, BLOCK 06, LOT 09. �c• � �GH� / i•'/ ' . �-,.\ "� yr �I. 1�,// 1`��.,��jj\\�IN .r •'� \ '�" � � l CP � _ \ 30 ,1.. x29. Pt" \ E\ \ / /; w Z 34 --- \ \ P � r / J \0 6. SITE IS LOCATED IN ZONING DISTRICT R-120. ` `ta FLAG POLE X32\ 7. 2 `p�N �7 t .; LIGHTS STONE LAN ' \�� °• 0 x� R / 71 7. BASE FOR LEVELS: NGVD 1929 / STEP IG / (TYP.) H /\ IGHT OF LA/WN 28- -LIGHT 1 Sti Y � 11 � I \� \ � WAY NG WOOD 1I I �PIB 1 D U / SOIL CLASSIFICATIONS J30RAMP R,, CNC CROSSWALK 60, BC - BEACHES SPEED RTIN LIGCPaDu _ DUNE LAND BUMP RAIL LAWN 1'000 o I PLYMOUTHPIB LOAMY SAND, 3SLOPES DOCK TUMPSTER NK GA EL.=36.17 AREA RB RIVERHEADSANDY LOAM, 38% SLOPES y • , o ReB - RIVERHEAD VERY STONY SANDY LOAM, 3-8% SLOPES LOADING WpOD \ BITUMINOUS < \ \ \ ReC - RIVERHEAD VERY STONY SANDY LOAM, 8-15% SLOPES AREA STEPS \ 1 r c� MINOUS ' DRIVE TOP STEP \ , Z CONC. _, q PIN \ \ BITU O WAY ` 4.8 -36.63 _ r� I 1 PATIO / O I\MP / by D E /lN r I 1 IE \ l I R d B t,P r Q G�� ! STEPS ` r PRO SHOP COVER 2 WOO G� P 1 EXISTING PINEk Q / LIGHT - , A 1 r CLUB 9 v 1 ti.r W r � � IRRIGATION ` HOUSE �.'t- �'Y" "-' �r PORCH I f M1 /^�_ RAI FENCE J Q r FF @ DOOR LPORCH CHEL.=36.85 MNEY EL.=36.34 Rd B I II Z LIG x36.35 Q OY O I J Q4.9 / � EL.=36.97 INE I. I // \ �\ \ 0 _ z � z zz J Z �C, G� \ �O.�P/� X 33.3 � �--/ Q�. � � ;� � P�O APLIf�S �/ \ � � I / o�� , � � / � �, � � a� ��Q � /� � � \.� � ) � � / � / LEGEND � o < - O P r / SLATE 4, / gRUSH x 34.7 li\ CL Ld WALK j v� 36.31 x�S 'ZNiPEI� LAWN / / \ / / / / PROPERTY LINE O U RIGHT OF �� l��A IGHT �I I // �\ CG 0 36.37 / / / l/ i 4 a / l / / / ABUTTERS LINE -- I j _ QQ r �9i - �4 / / i ( EDGE OF PAVEMENT Ld L WAY LINE �JOO� / I I l�� EL.= TR \ i! .- TREE / I / _ EDGE OF GRAVEL ------------------- (f� � (n I / LOCATION Z LAWN 2 \ '(� L y . J / / . ( l I ROXIMATE X 34.9 ROW OF 9' / / 1 3 / B C APP SHORELINE EXISTING CONTOUR --- 24 --- W _ X 34.7 X 34.5 �\� ARBORVITAES � ,�" / / 0 STONE WALL �- O Al r RETAINING WALL l � ,.( � n n n n (n W N V / \ PATH � X34 \1 S� \ \ 1 \ , FENCE X X � 1 � \.y-:=:\ \ \ 1 / \ J \ r= '- �o \ \ \ BITUMINOUS o / ReC \ \ TREE LINE �YYti� v� O X SIGN _ • - T CRUSHED - DRIVE / \ OVERHEAD WIRES o/w Ld STONE PARKINGc r p \ �.3` � � �� •`.� I / � rr � � I \ � \ � / NOW OR FORMERLY NIF X 34.3 i GF,51 �r� 'L� ' UTILITY POLE -41110- BOUNDARY POINT 0 CHERRY LIG \ \` \ r 's � / / 1 DRILL HOLE DH* IRON MONUMENT • SPLIT RAIL LAWN 3 \r \ BRUSH \I, IGHT FENCE R o -'�� ' �' ; I I MERESTONE A /S / R d B I \ \ SLOPES 20% OR GREATER USyEO a --LBLDR' II I 24 \ N e/ STONE / T�lti1/ 11 t PARKING ,J/_ I NO�S /� , �� / \ \ 1 _ / % / ��/ / r U ^' DRIVEWAY I ` i_. / o =/ a LAWN � N i' i .,��' i � / /� / 6 \ 1 0No w s � / / / m- Y Y o- a o- 0 - LIG z. SPLIT RAIL // BRUSH FENCE _ z �� - U) Z cn z z z z z 6" TREE „�... .;,-. . �/ % ( - O w w w w w -�7-22N ` � / OLD ELECTRIC ,.,< ...._. 26� / � IZ (0- o o o o 0 0 PIV BRUSHBOXU cU cv coO F_ o F- I- \--20 w w z w w w w w / o o 0 0 o00 \ APPROXIMATE LOCATION III = 111 - - - III - III = I = 111 D U 32�\- / 6 --'J ' ' � a w U' _ = 0- = _ _ F SHORELINE = III = III _ l - = VII = \/ i`� v1\D\NC' ^r �� /// o m a a a a a a MEAN HIGH WATER �� " / RPGE B > > m v=i x _ VVi _ _ _ cl Ld BRUSH 1 w o N C11 01 C4 Cl o 0 0 o N N N \\\ OIII ¢ t1) 000 ( Ln M o� \\ COASTAL EROSION HAZARD LIMITS / ` I / 0 0 0 N N N o N _ L � o m a0 0) 0) 0)AS SHOWN ON COASTAL EROSION \\\ 6, r 0 0 0 0 0 0 0 0 0 � AREA MAP, TOWN OF SOUTHOLD, ReB s I I I N •-�_ �� SUFFOLK COUNTY, NEW YORK, 0 "(-,`• '� - ' i = z - SHEET 41-Fl OF 49 8/29/88 \ ' � -`-_ � � � � III BOUNDARY LOCATED `-( \\\ � � COASTAL EROSION HAZARD LIMITS `1 - ALONG SHORELINE - % � AS SHOWN ON COASTAL EROSION 2,200'f ft_� BC , \\ BITUMINOUS AREA MAP, TOWN OF SOUTHOLD, III Q HE PAVEMENT / SUFFOLK COUNTY, NEW YORK, F- .B�R -�_ �� SHEET 41-FI OF 49 8/29/88 III .HEa Cp N N H E �\ V I I I r oo 00 c �7 \ =1 \\ -.-� II m 0 0 \ `\ \ f'I III w o �w z Y J 2 O 0 O w � = p w \ ( \ SHED :�-� �� III o_ m o o U � w SHED �" _ \\ \\ HE _ - DATE: 01 /25/2016 - SCALE: 1 " 30' \ \\\ \ III QUALITY CONTROL CERTIFICATION - LINE \ `- �' _ PROJECT: X2015825 DEED GROUP REVIEWED DATE \\\ III r' PROJECT MANAGER SURVEY ENVIRONMENTAL \ Y \\` III 30 15 0 30 SHEET 7 - 2CIVIL T STRUCTURAL III / GRAPHIC SCALE IN FEET �, - - 'i , ARCHITECTURAL 7 en'DRAINAGE CALCULATIONS SEP 2 201 AREA 1 vJ + g4P J PAVED DRIVE AND STONE PARKING: 14,375 SF QPQ .i o REQUIRED = 14,375 SF X 1.0 X 2/12 = 2,396 CU. FT __ w - / i / a a` _ Southo d Town Q� T T i -- Planning Board Q� 00 r0 0 2,396 CU. FT / 15.8 CU. FT/UNIT = 152 REQUIRED UNITS / ' - 7 r1 *; 9 (CIO, o PROVIDED:160 UNITS -- -- --. - F ,a J ,' Co AREA 2 �/ \ �' '?f :I�,� •," �( �Pj 7- Ou�4 / i; '\ O_ \ % :.. _"';;.',,.;- ,� T_ ,_" ,r � 1,:4;1- CCS`• �I``:: - `_f�_ /'.1 • C SYS U •N STONE PARKING AND CONCRETE WALK: 8,429 SF \, �; ROOF AREA: 7,584 SF •• m TOTAL AREA: 16,023 SF �l\ /' 16 ` -• _-•- a. 34 , ,f 1 -a a� REQUIRED = 16,023 SF X 1.0 X 2/12 = 2,670 CU. FT / / \ �`�� '#,;� 4 �\ ' �'; ¢_:' ` 00 cz E 2,670 CU. FT / 15.8 CU. FT/UNIT = 169 REQUIRED UNITS W PROVIDED:169 UNITS '\ ri, G :,/ 11 �, cz AREA DRIVE: 11,413 SF �, 0 O ` N N ROOF AREA:11,472 SF M TOTAL AREA: 22,885 SF '' '\ ` v k."' r� c co N REQUIRED = 22,885 SFX 1.0 X 2/12 = 3,815 CU. FT '- ° U C Cb RAIN GARDEN AREA = 2,750 SF W/ VARIABLE DEPTH , '\ j \ M 00 4,250 CU.FT ® EL. 25.5 \ r -' Y / M "v AREA 4 PAVED DRIVE: 9,541 SF / 'r -- t ,`/;} icy \` ��--� ROOF AREA: 1,005 SF / `' V CU TOTAL AREA: 10,546 SF \ � ;,.,�" / / \ J REQUIRED = 10,546 SF X 1.0 X 2/12 = 1,758 CU. FT 1,758 CU. FT / 15.8 CU. FT/UNIT = 112 REQUIRED UNITS PROVIDED:112 UNITS 433 TOTAL -_1 PROVIDE \ = 7,_ CONSTRUCTION ENTRANCE _. : \ (SEE DETAIL) _ *TH-2 PROVIDE 11 STORMTANK MODULES ' SET BOTTOMS AT EL. 6.5 PROVIDE \ . (SEE DETAIL) ' - PROVIDE RETAINING CATCH BASIN WALL SEE ARCHITECTURAL `' T (SEE DETAIL) PLANS (TYP.) ' ® - _ 1 -= TF=12 � - - '� `` , `- ` INV IN=9 ki BENCHMARK: ROD _ r Y_.< `" EA 4 "'' EL=12.89' (NGVD29) PROVIDE 169 , STORMTANK MODULES - 6 86'50 42";E gpg00 �:�` ;, SET BOTTOMS AT p0 EL. 12.5' Fo EXISTING STONE WALL NQ + ` (SEE DETAIL) (170'±) TO REMAIN SSC E "t � 19616a, y / UNDISTURBED PROVIDE 29f LF 2' WIDE TRENCH DRAIN (SEE DETAIL) 1 -- o a o 0 0z MARK ALL PROVIDE Off.>' ` �-� s�" UTILITIES AND :'' �3• <" ,n�N PROVIDE 245f LF CATCH BASIN _ 1.` per''' , VERIFY INVERTS r`. f- 2' WIDE GRASS SWALE (SEE DETAIL) AT START OF TF=19.8 16 / 4 O CONSTRUCTION t; (SEE DETAIL) INV IN=16.8 .. - ,_ �� - ., V I 18, tjG / \ \ REMOVE EXISTING c ., ��i, � .- "I`•, i /' `' PAVED DRIVE. 'c •`'r�-.,;v PROVIDE �- PROVIDE NEW BITUMINOUS DRIVE F� BENCHMARK:MAG NAIL E sF PAVED 1 g .e° / I o = , (SEE DETAIL) APRON _ _ - - 4 �_ EL 20.37 (NGV1D29) TYP. ALL PAVED AREAS WITHIN O G LIMITS 0 CONSTRUCTION ^ f OF / �" PROVIDE 65f LF 2' WIDE TRENCH DRAIN - --- - ' 26 f. t (SEE DETAIL) - - , / A EA 2 PROVIDE HARDSCAPE PATH (NO CURB). �/ \ REFER TO ARCHITECTURAL 30 �= _ DRAWINGS FOR MATERIAL 32 - 2C j REMOVE AND DISPOSE OF "I EXISTING STONE WALL / \ / 30 5.0X' Q.Vif �� \ PROVIDE SAWCUT, - r, `.: `•_ PROVIDE AND MAINTAIN REMOVE & REPLACE 1� • i 3s. ---- - r CONTINUOUS LINE OF EXISTING PAVEMENT AS REQUIRED SILT FENCE ESTABLISH AS LIMITS OF » / ��i PROVIDE r; .` CLEARING, GRADING, & LEGEND m PROVIDE 2 2 CONDUITS PROVIDE , i, '2 .5X ; �� \ I "T", \HALVE. ' < GROUND DISTURBANCE AND 1 3" CONDUIT / PAVED � ox / 5 ``\ & 6"DI UNE / PROPERTY LINE z / APRON TO HYDRANT ABUTTERS LINE \ % 7x i I _ ;;:,,rs mac. lye RELOCATED EDGE OF PAVEMENT Z U / FOOTING DRAIN U: r \ HYDRANT ------------------- O x\ 4 r'� LIMITS OF CONSTRUCTION EDGE OF GRAVEL O ?- ,� 23.5 i /f 4" CPP _ AREA TO BE DISTURBED=3.1 t ACRES EXISTING CONTOUR --- 28 -- - U U X36.7 /� ,' �,,_ z i ' 1,.r nr :r, YN 0` I PROPOSED CONTOUR 26 ~ O z W W PAVE 20'X28' CART '� W� % o. -- - " ' car` >,y r" I t i STONE WALL W z Z HANDICAP PARKING PARKING �� ' ." Z Q SPACES WITH SIGNS ( V�O� 6.9x / J ' ` E -- \ 26 / I i RETAINING WALL ^ C) & PAINTED SYMBOLS i % / Q' - \ 36.9 _\ - i j I V) I ! STOCKADE FENCE �� • O Of H Z OF 36.9 36 x % QP , 24 i TREE LINE '�YY �Y'� Q .� wNj c, i'' 24 - >E3s.7 36.9 �O 4+ 6g . PROVIDE (n. LIMITS OF CONSTRUCTION ��N� 6 / R.. p,9 RELOCATE AREA 3 NOW OR FORMERLY N F W - > W �IP l - RAIN GARDEN W AREA TO BE DISTURBED=3.1f ACRES GD"; BURIED �' i. �. pFz ��, _ i. '- UTILITY POLE -f- ;� / UTILITIES: i i N \ ''� T �) / j" / I 4 (SEE DETAIL, SHEET 8) W w � { WATER VALVE D4 � SAWCUT, REMOVE, AND / 36. �� Ft 3 - i i I I H O = 36.9 f` PROVIDE 5'X5' �J c� DISPOSE EXISTING PAVEMENT Vp \ �^� EXISTING BUILDING OQpSo� STONE SPLASH I ® W SEE SHEET 6 FOR SANITARY o O Qw�� ROOF " i' : / 'INv 23.51 PADS ! I PROPOSED BUILDING SEWER SYSTEM DESIGN 36.7- G�- LEADER PROVIDE CRUSHED STONE y,°j i O O O i O- 5 (TYP•) 36 LL- PARKING L PARKING % ^ O 4. 36.9 / \/ PROVIDE AND MAINTAIN A , 1 O O / CONTINUOUS LINE OF (TVP, SEE DETAIL) 36. / / 36.9X / \\ `L� STRAW WADDLE UNTIL SLOPES 30 15 0 30 PROTECT EXISTING RECREATIONAL / -% .5x C', ARE VEGETATED & STABLE PATH, PLANTINGS, & FENCE `� Q NO GRAPHIC SCALE IN FEET THROUGHOUT CONSTRUCTION w�• �`'',' =--- I O _ ' / bw � ' � ' \ 36.5 �'�=.r': t--'y'�\ en ",-• __ � -.=r--- �O - •-_ _- _,•'7---'- r � }, � I P DE 160 O O 36. 36x ? O STORMY � MODULES SET BO1T0 AT EL. 15.5' ' 2 p �o �` ,-ISROVIDE HARDSDAPE \ (SEE DETAIL) �� "� 36 36: g" PVC PATH (NO CURB). REFER �;'' TO ARCHITECTURAL \ O ,~, I Q � > � : r - '': r Y Y a a n- a 0- a 0 CATCH BASIN 2 PROVIDE \` ��)LEADED 9 �Q4 DRAWINGS F R MATERIA 0 a a a E`- PROVIDE a a SEE DETAIL I WATER S ' PROVIDE 2 PAVED .moi' \\ \` RELOCATE ( TF-20.5 �; \ TANKS 2 HANDICAP PARKING �� '' i; 33.3X� ' /Q I, HIYDRANT z air ,n•,•, \ i :;1111 N (n N (n N INV IN=17.5/ - ACES SIGNS & \ O I \ APPROX. Y i` - a \J ? f' `/` } - N z cn z z z z z r . _ i i r., O w w w w w P ,„ STOCKPILE AREA PY�INTED SYMBOLS �\ LIMITS OF CONSTRUCTION mi � � : REMOVE PAVEMENT & PROVIDE ;I O \ I � m \AREA 1 / CONTRACTOR TO / z � �, CONSTRUCTION ENTRANCE/ ,�- ( / 33 0 0 0 0 0 o ADJUST AS REQUIRED) 73f LF PROVIDE AND MAINTAIN - __ v o (SEE DETAIL) �.i ) u ` 33.3 / - � z 9 I_... o 0 REPAVE AFTER CONSTRUCTION �� , \ i \, ,' g �� '2' WIDE,TRENCH DRAT A CONTINUOUS LINE OF - w o z a o- a a a % rN \ O (SEE DETAIL) SILT FENCE o w o 0 0 0 o 0 WAY �. ,f T ' ~ N ES ABLISH AS LIMITS OF cn CLEARING GRADING & i/ \ PROVIDE \ GROUND DISTURBANCE ? m D _ L Nui - // ----CONCRETE S T PIT -'PAVEMENTW \\ - (SEE-DETAIL, SHEE :H AT EXISTING,�3x / W CO o 0_ v N ' / _ ^v PAVED DRIVE �� ti , r, -, .Y...r.,.. __�.. .. UJ N N N N N N N N m co m n u� o r-4 V_ l 0 O O N N O N N PROVIDE \, h°' a "'j / I SAWCUT 0 000 00 0 0 0 rcz5 (PRO 5 TECT DURING CONSTRUCTION) "' s - 1� ;J a 0) COASTAL EROSION HAZARD LIMITS ",'„ { / AS SHOWN BY COASTAL EROSION ? '',\_Y I Q a AREA MAP, TOWN OF SOUTHOLD, o cn \ SIUFFOLK COUNTY, NEW YORK, - n SHEET 41-FI OF 49, 8/29/88 00 00 m N I I Y I N PROVIDE \� O � o 0 o J COASTAL EROSION HAZARD LIMITS 314f LF \ \ � ui Z z Y `` AS SHO>,'N ON COASTAL EROSION 2 WIDE Y 0 U o AREA MAP, TOWN OF SOU`THOLD, .- - , - _ - TRENCH DRAIN � � CK o w � = 0 0 SUFFOLK COUNTY, NEW YORK, (SEE DETAIL) r 1' � -- � m 0 0 U U t,- SHEET 41-FI OF 49 8/29/88 ' _ 18 \ ' PROVIDE AND MAINTAIN A CONTINUOUS UNE OF DATE: 01/25/2016 SILT FENCE SCALE: 1 " = 30' ' " -• ESTABLISH AS LIMITS OF - - ' CLEARING, GRADING, & QUALITY CONTROL CERTIFICATION GROUND DISTURBANCE \ PROJECT: X2015825 GROUP REVIEWED DATE PROJECT MANAGER \ - SURVEY ENVIRONMENTAL 11•'x"' .-- �---� �� - \\ SHEET CIVIL - STRUCTURAL ARCHITECTURALBARLEY F11 LD C L' l 1. \ % C) CL _ SEP 2Z 2016 •— CO CD 0 —•—— —— —— — " �' �O / \�, ` F w Southold Town •_ .� o U / a wv _�� /.——• — — �J P,Nc �(�. Planning Board E� 2 c 34 E ca cz cli i i \ I\ �1\ \ Q •3 M c'') 00 ' _ 1 Lugoy, Qk \ \ \ \ \ PROVIDE -7-A CONSTRUCTION ENTRANCE (SEE DETAIL) ,, - *TH-2 � '- PROVIDE RETAINING ` 7, - WALL SEE ARCHITECTURAL \r PLANS (TYP.).> I ,, ///// ! �! 1, § .•'•: `\''-- \ --- `�` \ / BENCHMARK: ROD - EL=12.89 (NGVD29) _Jx�- ` s; �6 ! _ - 86'50'42, ,E� O s. c 46.30' 4 2" EXISTING STONE WALL I (170'±) TO REMAIN UNDISTURBED �' �3 1$ r t ;: 1 `. / J ` 7 16 / iS'.n O 1 , \ � IMT." C.4 Y,°e, � ^' \ �,..'_•';� -, ; ,� f F -, f, G Fh , REMOVE EXISTING �\ .-�tk' -�_i ` j i `-t ? PAVED DRIVE. / \__- PROVIDE NEW BITUMINOUS DRIVE �� c�f c PROVIDE f ,R<. \ `` \ BENCHMARK:MAG NAIL '� \ s V; , \ \ PAVED 18 / \' 1\, / '? (SEE DETAIL) \/ APRON - r EL= 20.37 (NGVD29) k TYP. ALL PAVED AREAS WITHIN LIMITS OF CONSTRUCTION K.�f 6 77 17" PROVIDE HARDSCAPE PATH (NO CURB). 30 ,: REFER TO ARCHITECTURAL DRAWINGS FOR MATERIAL i moi" - - -- ---- 32 _-. - ^ .F' 0�1 / 2 REMOVE AND DISPOSE OF 3 „� . � 1,> , p l \L; r Al \ EXISTING STONE WALL \ \ r,• �o \ 51 -0 PROVIDE SAWCUT REMOVE & REPLACE 1� 36:7 1 �, EXISTING PAVEMENT AS REQUIRED O�OCP 22 _ LEGEND . D�OVIDE ox,_, PROPERTY LINE PAVED Y Z APRONr- ;yLL- , r y v �. EDGE OF PAVEMENT Q O •7X EDGE OF GRAVEL Q / 1 \ \ LIMITS OF CONSTRUCTION -,, ?-<123-.5 `' ' �' ' T EXISTING CONTOUR — 28 — Q I �0,, `, A,r, \ ` - - _ ___-- I AREA TO BE DISTURBED=3.1± ACRES � � � ry ? .� "� ( �`\ t._ ! I PROPOSED CONTOUR 26 Z O z z W PAVE 20'X28' CART = ' I1 ! II I I I STONE WALL � W � �HANDICAP PARKING PARKING jQ W,) p;\ 26 RETAINING WALL SPACES WITH SIGNS 9x W 36. STOCKADE FENCE of U)Q z & PAINTED SYMBOLS 0!VO 8 36 24 TREE LINE 0 Q36.9 (n0f 24 36.9 NOW OR FORMERLY NIF > LIMITS OF CONSTRUCTION 0-1AREA TO BE DISTURBED=3.1± ACRES UTILITY POLE D U)OLd ,I- wN WATER VALVE Wv 0°j 36.SAWCUT, REMOVE, AND 3 EXISTING BUILDING U3s.9 DISPOSE EXISTING PAVEMENT ^ ' J PROPOSED BUILDING tL ti \ \ ti \ QRvg� ROOF G� LEADER PROVIDE CRUSHED STONE i )„ // 5.0` � (TYP.) 36.9 / , X �\ \ \ \ LL_ 4 PARKING 34. (TYP SEE DETAIL) % / ` 36 36.9X . ry� �\ 30 15 0 30 ' ,' H.P.X i f r ' /i / \ , \ I PROTECT EXISTING RECREATIONAL 1 / �' / / ~`i `(13 _ PATH, PLANTINGS, & FENCE / / , / . _j\_. 6.0 , - \ / \ ` I GRAPHIC SCALE IN FEET THROUGHOUT CONSTRUCTION15/ 3sx'�. 36.5X 14ROVIDE HARDSCAPE 3s. ' PATH (NO CURB). REFERr \ \ \ / 1'111 f <.` \\ i TO ARCHITECTURAL r ';`. l �. '= m a m m � - Y Y � a a a a f a a ' I DRAWINGS F R M733.3)(\ PROVIDE 2 PAVED z 0 z HANDICAP PARKING _j - 111 (0 U) V) V) � � �: �" \t �-J, 2 ��—� f / 1.?•NN i (] w w w W w � � ''.., ?� ) � PACES SIGNS & ,'aX/ � �• �� - � � � � � Q � � /I 7 P�INTED SYMBOLS 1/ i�`�� -'2 LIMITS OF CONSTRUCTION � m REMOVE PAVEMENT & PROMI E ! !. -, z o D ! o / y / , „� 0 0 Z 000 CONSTRUCTION ENTRANCE i \ \ ' �� '/ 33� / c 1_._ o i \. U / �- 33.3 l Fn (SEE DETAIL) r = y f j � / _ W o Z n a a a a \ / w w w w w REPAVE AFTER CO STRUCTION N1 0 r \ ® { `ti / I!I ❑ w o 0 0 o 0 0 V) z = _ _ _ / /\ \ / �t r 2 `{ - I o Vwi a H Ai j J J J > /, I I 0, I I aco I� I� 3 � Lit w M/ATCH NEW�� + �,, _ � _ _ --'PAVEMENT i r i., W > 0- m 3 x = _ .� /r AT EXISTING3�x / _ _ _ _ _ _ - _ _ D \ \\ -� " /` w PAVED DRI v� /f i/ / y_ ��v�, ,�-Y r ./ ' . ! W o 0 0 0 0 0 0 0 0 0 r _ /', i / �' ...Y.rte Y v d I" F- \ \ \ \ \ \ \\\ O N N �tk co co co 0) 0) o)PROVIDE 0 0 0 20 � � 0 0 0 0 SAWCUT Z N n Ln co 1`1oo (7) ( Q REMAIN)' o, Q 1 \ T ^;sr \\ PROTECT DURING .(; ` 3 5 G CTION J CONSTRU ,\� _ �� I ,yp / ya, r ; '` �,,`�' r ( ,` ,� � COASTAL EROSION HAZARD LIMITS ~ � s,4 F` / AS SHOWN BY COASTAL EROSION I Q N - �� 1 / f AREA MAP, TOWN OF SOUTHOLD, ❑ c;-\ 1 \ '�- , 3 f \' = 1 r / / �`:k C SUFFOLK COUNTY, NEW YORK, 1 N N SHEET 41-Fl OF 49. 8/29/88 � ' Ln � COASTAL EROSION HAZARD LIMITS - - - '_' 111 w � w o J `\`\ AS SHOWN ON COASTAL EROSION / m c) 0 L� Yo = AREA MAP, TOWN OF SOUTHOLD, a o 0 SUFFOLK COUNTY, NEW YORK, SHEET 41-Fl OF 49 8/29/88DATE: 01/25/2016 *-•- ,, ,. - SCALE: 1 " = 30' I QUALITY CONTROL CERTIFICATION PROJECT: #2015825 GROUP REVIEWED DATE PROJECT MANAGER - •• \ SURVEY / \ \ _ SHEET ENVIRONMENTAL CIVIL \'., — —-- ------- —- �� STRUCTURAL \ ARCHITECTURAL BARLEY FIELD COVE - J DRAINAGE CALCULATIONSCL J AREA 1 --- IN 9 jp� SEP 2 7 2016 PAVED DRIVE AND STONE PARKING: 14,375 SF - �y - -- ^� \ ' t-a °P OPQ / .��'90 �uL' r �� r a E' REQUIRED = 14,375 SF X 1.0 X 2/12 = 2,396 CU. FT --''N = Southold Town c°0v o c°� 2,396 CU. FT / 15.8 CU. FT/UNIT = 152 REQUIRED UNITS / ♦prPlanning Board co PROVIDED:160 UNITS G Ir AREA 2 r =► .__. P`"E 4 '�/ `} s ��'C,• \ I/ '" _ 7 -'� V/ � SYS N SANITARY MANHOILES STONE PARKING AND CONCRETE WALK: 8,429 SF \ L -'a , aK �; �� a� v rn ID ROOF AREA: 7,584 SF `''r f env ��l. \� � 4 W s ro TOTAL AREA: 16,023 SF TOP OF FRAME INV. IN INV. OUT ! 'S� !/' 1' =' \ � O f,..� Yr �_, //�� C� /fro _ C REQUIRED = 16,023 SF X 1.0 X 2/12 = 2,670 CU. FT -` ; ! ,! {� - -- /.,J -J uJ o ro 0 1 30 28.7 24.4 i \ r, 5 ,� ,iii a ro 3: w 2,670 CU. FT / 15.8 CU. FT/UNIT = 169 REQUIRED UNITSF- PROVIDED:169 UNITS 2 24 20.1 20.0 3 24.5 18.2 18.1 il�'�' l f" AREA 3 \ l r'.v,q, v a) N PAVED DRIVE: 11,413 SF i ROOF AREA 11,472 SF 4 18.3 15.1 15.0 \ �`? '� �' >_ N O ch TOTAL AREA: 22,885 SF ♦cn � ocz \ y�R V I U (d N REQUIRED = 22,885 SFX 1.0 X 2/12 - 3,815 CU. FT i -' _ RAIN GARDEN AREA = 2,750 SF W/ VARIABLE DEPTH i \ \ �- ` ��, > P,.e 4 { a M 00 \ '- '\ / / � LLI 4,250 CU.FT ® EL. 25.5 i h \ \ ` 5 f \ W M I_ M AREA 4 � PAVED DRIVE: 9,541 SF ROOF AREA: 1,005 SF TOTAL AREA: 10,546 SF - �� REQUIRED = 10,546 SF X 1.0 X 2/12 - 1,758 CU. FT >y \ 6, \ / 1,758 CU. FT / 15.8 CU. FT/UNIT = 112 REQUIRED UNITSz ji` / PROVIDED:112 UNITS �� / /�\ \ / Ui433 TOTAL tia ! + 4 . 1 TH-1 *TH-2 \ PROVIDE 11 'STORMTANK MODULES - SET BOTTOMS AT EL. 6.5 .>-j PROVIDE � " Y sit (SEE DETAIL) ti'w.:. CATCH BASIN ' (SEE DETAIL) TF=12 �1 INV IN=9 1 \I, BENCHMARK: ROD \ - --ti EL=12.89 (NGVD29) .. .::_.;xr,; PROVIDE 169 STORMTANK MODULES SET BOTTOMS AT EL. 12.5' r f (SEE DETAIL) EN �.- PROVIDE 29± LF 2' WIDE TRENCH DRAIN (SEE DETAIL) twL , ..: ar \ \ '•.:-�" �`5 , PROVIDE L. - K ❑o,a a p p0 �./i >; t: MARK ALL �, Owl =�,. UTILITIES AND PROVIDE 245± LF c;. O l `'4 VERIFY INVERTS �y t y x:� `' 2' WIDE GRASS SWALE CATCH BASIN - �', ,�'l i 00 4,s> \ w :Y=,.�- � r" i :, O' AT START OF \ Y mt �'=w' r' / w;.Y c 3 SEE DETAIL (SEE TF 19.8 : ,`,„�u_: ��: %. '; O \ CONSTRUCTION ( ) P \j INV IN=16.8 GO BENCHMARK:MAG NAIL `� , ,y \ l •:�. �� EL= 20.37' (NGVD29) O4' Vis' / I � ov �';\ :, ;aI• \\ PROVIDE 65± LF 2 WIDE TRENCH DRAIN (SEE DETAIL) // \ EA 2 rim "•� ,� Y�",y-.. � � 'l -�" / Tiff"G {lam ' / Z �} �,.v ,'� SL <!t,J 1,OG0 "L. PROVIDE AND MAINTAIN CONTINUOUS LINE OF Y*z�{ / SILT FENCE O / ` ~ „ "`=' / I �``` ESTABLISH AS LIMITS OF O PROVIDE CLEARING. GRADING, & LEGEND " / ;; / _ GROUND DISTURBANCE O PROVIDE 2 2 CONDUITS / ..r- t I\ T", VALVE, AND 1 3" CONDUIT ;i i / I & 6"DI DINE -- Y PROPERTY LINE .. . .. I TO HYDRANT ABUTTERS LINE Z U z �x- T RELOCATED EDGE OF PAVEMENT Ld / > r 4�. --_" -- Ari .- ---• " _ HYDRANT FOOTING DRAIN �; r WJpp TIE 1•.t(' ------------------- J 4 CPP j EXISTING CONTOUR --- 268 --- C) z w {.7�3 r' : p.Vti ,•' -. - " C.l„at,: vlo.''1 TlE .i •+ U U / , F PROPOSED CONTOUR 2 Z LL_O z STONE WALL 07 RETAINING WALL O-- w Z LLJ O STOCKADE FENCE '`' OJ Q m (� g V N TREE LINE ��"v� w � � I` f PROVIDE NOW OR FORMERLY N/F Ld `�` Q Q RELOCATE AREA 3 T RAIN GARDEN UTILITY POLE -�- in 0_ V / 0) U) z BURIED j `� SEE DETAIL, SHEET 8 Wv UTILITIES :.. -.' f r ( ) I WATER VALVE � w < Z .� % r' , fJ ry J , , r ��j `r EXISTING BUILDING ® (n N � „�;' ?> PROVIDE 5'X5' w LLJ SPLASH PROPOSED BUILDING ' �. STONE - - 0 SEE SHEET 6 FOR SANITARY o X, :\ j>" O - INV. 23.5 n PADS t (n SEWER SYSTEM DESIGN O ! PROVIDE AND MAINTAIN A W CONTINUOUS LINE OF ' O r GRAPHIC SCALE IN FEET v STRAW WADDLE UNTIL SLOPES 30 15 0 30 J ARE VEGETATED & STABLE P DE 160 .1 ,�/ 0 O ;.� ',. -- �� I;`.;.• 1111 STORMY MODULES SET BOTTO AT EL. 15.5 r` i 6 PVC m a (SEE DETAIL) �i/ / ` / / a i`OVIDE v"' i � 1 ROOF LEAD " 11 U CATCH RBASIN �,��, '� / PROVIDE TI (TYP;) �" J SEE DETAIL °/ / / WATER STORAGE X}°' 1 �� ' Q<v� -�,,� RELOCATE -_ z ( / , Y ,,,M TANKS �\ .��% �� / 0 0 TF=20.5 \I / �' - __�/ / �vN ? Til 1 I U) Z N w w w w w INV IN=17.5 ,/\ -; - 0.� \ 'APPROX. ,' kJ \ O a HYDRANT ( 1 O LU Z D ,n a a - a a a Q' ',AREA \EA 1 /r STOCKPILE AREA / ` \ `� '' ��fi''" PROVIDE AND MAINTAIN �1 0 0 0 o 0 o 0 0 (CONTRACTOR TO qv-' / � �� -, ADJUST AS REQUIRED) v ' PROVIDE 73f LF _ Ld o o U o 0 r / , ;: A CONTINUOUS LINE OF f ::. r. 4 5 � � ' 2' WIDE TRENCH DRAT RIGH >;,,•.1.: ';P . \ \' j '' (SEE DETAIL) STILT FENCE i-- w o o 0 0 0 \ WAY �1NE zr:'"; ?.�; \ I � ESTABLISH AS LIMITS OF o N 5 a Q 0- Q J ' J CILEARING. GRADING, & I I L, D W W � w PROVIDE -\ �' _ ` GROUND DISTURBANCE - \/ CONCRETE S T PIT C , __ " 12 _ i `} ( w (SEE DETAIL, SHEE '-�;\ ' ! �� _ )"I D' O O 0 O O O 0 0 0 0 0 0 0 0 0 0 y y r'w W N O O N N N N Y"' 04 \ \ \\\ (0 l2 I2 O M sy 0 0 0 0 0 0 0 0 0 M � d c0 a0 OJ 6) O) Q7 rk �,''y} Q OT COASTAL EROSION HAZARD LIMITS \111 I Q t AS SHOWN BY COASTAL EROSION } _ `�' AREA MAP. TOWN OF SOUTHOLD. Ln N N =r. r SUFFOLK COUNTY, NEW YORK, DO 00 -, . - SHEET 41-FI OF 49, 8/29/88 -5 = o = o ' PROVIDE W z z z U-1 L` COASTAL EROSION HAZARD LIMITS /� 314± LF Y C7 AS SHOWN ON COASTAL EROSION //�,� __ 2 WIDE r > 11',. AREA MAP, TOWN OF SOUTHOLD, TRENCH DRAIN a m o o v v SUFFOLK COUNTY, NEW YORK. = I i I = III _ III ="III == III (SEE DETAIL) SHEET 41-FI OF 49 8/29/88 - - t ` DATE: 01/25/2016 PROVIDE AND MAINTAIN1-- A CONTINUOUS LINE OF - •. SILT FENCE ' SCALE: 1 " 30' ESTABLISH AS LIMITS OF CLEARING GRADING & - . ' . PROJECT: 2015825 QUALITY CONTROL CERTIFICATION GROUND DISTURBANCE ;\ GROUP REVIEWED DATE PROJECT MANAGER ---------- - _ SURVEY SHEET ENVIRONMENTAL \__ - - - ` ,, /.,• ) CIVIL - STRUCTURAL -- --- - -- \ ARCHITECTURAL BARLEY FIELD COVE LEGEND /� \ \ ,` DESIGN DATA DENSITY LOAD CALCULATION MEAL SrrEl U �. J PROPERTY LINE SEPTIC SYSTEM No. 2 INVERT TABLE �// ° �� ' SYSTEM No. 1 GOLFERS 5 G/D X 120 = 600 G/D J ABUTTERS LINE -- \ �; / - EXISTING SEPTIC SYSTEM TO THE NORTH IS APPROVED FOR TENNIS 5 COURTS X 100 = 500 G/D C 0- ABUTTERS OF PAVEMENT NOTE: UNLESS OTHERWISE INDICATED ALL PIPING TO BE 6" PER APPLICANT �2 1 1 / CURRENT FLOWS UNDER PERMIT C10-05-0006 •- co EDGE OF GRAVEL ------------------- , s S� (D SYSTEM No. 2 MAIN CLUB i o f o EXISTING CONTOUR --- 28 --- HOUSE TRAP No 1 (HT 1) DISTRIBUTION MANHOLE No. 1 (SMH 1) rr± 1 _ a DESIGN FLOWS FOR THE NEW SYSTEM ARE AS FOLLOWS: RESTAURANT 200 SEATS (SEE PERMIT) X 10 G/D = 2,000 C o 1- 6) TF=±35.5 TF-±26.0 i �� 0 \ t, t RESTAURANT SEATING 50 SEATS ® 30 G/D = 1,500 G/D NEW SEATING 50 SEATS X 10 G/D = 500 G/D .� V Y a U PROPOSED CONTOUR 26 INV.(HOUSE)=22.35 INV.(ST 2)=20.95 ° BAR SEATING 50 SEATS X 10 G/D = 500 G/D >� U -� m STOCKADE FENCE - �5' -_ �_�`- L ' S t BAR SEATING 50 SEATS ® 15 G/D = 750 G/D y, its a� INV.(ST 1)=22.25 INV.(ST 3)=20.95 - ' �e_f ` o ', < OUTSIDE DINING 50 SEATS •X 5 G/D = 250 G/D C NOW OR FORMERLY N�F INV.(SMH 2)=20.85 0 s- �1 OUTSIDE DINING 50 SEATS ® 15 G/D = 750 G/D m / / / -� RETAIL 1 150 SF CSD 0.03 G/D = 35 G/D RETAIL 1,150 SF X 0.03 G/D = 35 G/D W Z E o c WATER VALVE m HOUSE TRAP No 2 (HT 2) INV.(SMH 3)=20.85 y `= � ' C t STORAGE 4,375 SFX 0.04 G/D = 175 G/D V CD TF=±35.5 / \ i STORAGE 4,375 SF ® 0.04 G/D = 175 G/D L" a O N E INV. HOUSE -22.55 DISTRIBUTION MANHOLE No. 2 SMH 2 \i / GOLFERS 120 0 5 G/D = 600 G/D W Q � o � n (HOUSE) ( ) ' i > _,,.` BEACH CLUB a w 33 INV.(GT 1)=22.45 TF=±25 ' t ' I OUTSIDE DINING 200 SEATS (SEE PERMIT) X 5 G/D = 1,000 G/D ad c aim 3 SEPTIC SYSTEM No. 1 Q ro c > 3 INV.(SMH 1)=20.40 �\ r HOUSING 13 EMPLOYEES (SEE PERMIT) X 75 G/D = 975 G/D - GREASE TRAP (GT 1) INV,(GALLERIES)=20.20 Y G ;� (EXISTING) L --_( (0 ) \ t TOTAL ADDITIONAL DESIGN FLOWS = 3,810 G/D U 3z o PROPOSED BUILDING USES _ _ PERMIT C10-05-0006- jt �{ PARKING 15 G/D PER PARKING SPACE X 49 = 735 G/D U •C_ m N TF-VARIES ±34.0 - / " �� SEPTIC TANK REQUIRED - 3 810 X 2 DAYS FLOW = 7 620 GALLONS O a M INV. HT 2 -22.30 DISTRIBUTION MANHOLE No. 3 SMH 3 --� TOTAL DESIGN LOAD = 7,270 G/D (n �' E USE* LOWER FLOOR (SF) UPPER FLOOR (SF) TOTAL (SF) INV.(ST 1)=21.80 TF=124.5 ( ) 'I `�' \; > o ca cli INV.(SMH 1 =20.40 cc PROVIDE THREE 3,000 GALLON SEPTIC TANKS CONNECTED IN SERIES (PER OWNER) - * _ U w o0RETAIL (PRO SHOP) 750 0 750 ( ) - � \ �` �, i� I Y TOTAL CAPACITY = 9,000 GALLONS ALLOWED 17.5 X 600G/D/ACRE 10,500 G/D Q i M CO SEPTIC TANK (ST 1) INV.(GALLERIES)-20.20 \ \` ` co co ao OFFICE 400 1300 1700 TF=VARIES ±31 \ Ty_ s: _ - - SEPTIC SYSTEM DESIGN * FISHERS ISLAND IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV ALLOWING A W cn INV.(HT 1)=21.70 SEPTIC SYSTEM No. 2 (GALLERIES) ~ S- ��/% t DISCHARGE OF 600 G/D/ACRE. THE AVAILABLE ACREAGE USED FOR THIS CALCULATION KITCHEN 775 4250 5025 INV.(GT 1)=21.70 TF=VARIES ±24.5 - 0 7 _- �' , �C I APPLICATION RATE- 1.5 G/D/SQ. FT. V C IS 17.5. THIS REPRESENTS THE TOTAL ACREAGE OF THE PARCELS LISTED IN THE BAR 425 400 825 INV.(ST 2)=19.37 BOTTOM ELEVATION-17.20 e �, APPLICATION MINUS WETLANDS AREAS WITHIN THE COASTAL EROSION HAZARD LINE, DINING 0 6750 6750 INV.(ST 3)=19.37 INV.(SMH 2)=20.10 ^� \ ' �1 �_ 3,810 / 1.5 = 2,540 SQ. FT. REQUIRED AREAS BELOW THE 100 YR. BASE FLOOD ELEVATION AND AREAS OCCUPIED BY THE GOLF J INV.(SMH 3)=20.10 \ ti` 2,540/ 106 (EFFECTIVE SEEPAGE AREA PER GALLERY) = 24 GALLERIES REQUIRED HOLES. ADDITIONAL GOLF HOLES, ON LAND ALSO OWNED BY FIDCO, ARE LOCATED ON GATHERING 0 5650 5650 SEPTIC TANK (ST 2) EQUALIZATION PIPES=19.20 `- i 25 GALLERIES PROVIDED ADJACENT PARCELS BUT ARE NOT INCLUDED IN THIS CALCULATION. AN AREA MAP IS TF=VARIES ±29 �0 -5 0 ATTACHED. (SEE SHEET 1) RESTROOMS 1650 750 2400 } INV.(ST 2)=19.37 bJ -`J �` J � � GREASE TRAP DESIGN �. ,�,•,� '�� "" MAINT./MECH 1750 450 2200 INV.(ST 3)=19.37 '\` / < :. „ INV.(SMH 1 =21.20 �\ GREASE TRAP AT WESTERN DISCHARGE STORAGE 1275 200 1475 ( ) �' U RECONSTRUCT EXISTING SANITARY SEWER/DOMESTIC WATER CROSSING ALT. STORAGE 2900 0 2900 SEPTIC TANK (ST 3) �` ' RESTAURANT SEATING 50 SEATS ® 20 G/D = 1,000 G/D .µ REMOVE & REPLACE EXISTING GRAVITY SEWER LINE WITH DR18 PVC PIPE \ \ � � S E P Z Z 201G, TF=VARIES f29 , BAR SEATING 50 SEATS ® 5 G/D = 250 G/D TOTAL 29675 ENSURE JOINT LAYOUT PROVIDES 10 SPACING FROM JOINT IN SANITARY \ \ i` �� .> INV.(ST 1)=19.37 SEWER LINE TO LOCATION OF WATER LINE CROSSING � ' �--- OUTSIDE DINING 50 SEATS ® 10 G/D = 500 G/D *UNDOCUMENTED SPACE CONSISTS OF CORRIDORS, MISCELLANEOUS CIRCULATION SPACE, CRAWL SPACES, AND SLAB ON GRADE AREAS \ ,% Southold Town PROVIDE LOCKING CAST IRON INV.(ST 2)=19.37 GOLFERS 120 4 2.5 G/D = 300 G/D COVERS TO GRADE INV.(SMH 1)=21.20 RE-LAY EXISTING WATER LINE, IF REQUIRED, TO PROVIDE A MINIMUM OF 18" OF \ �� > \ I Planning Board O VERTICAL SEPARATION TO THE RECONSTRUCTED SEWER LINE \ \ TOTAL KITCHEN LOAD = 2,050 G/D PROVIDE 2,500 GALLON GREASE TRAP TEST HOLE DATA WITNESSED BY RICHARD STROUSE P.E L.S. MARCH 1999 PROVIDE CONCRETE CRADLE ENCASEMENT OF ALL LINES AS REQUIRED T.H. #1 TO ENSURE ADEQUATE SUPPORT OF UTILITIES -- 0"-10" TOPSOIL 10"-30" SANDY SUBSOIL 1 >> PROVIDE LOCKING CAST IRON PROVIDE 8" SDR 35 PVC CROSSOVER PIPES 30"-96" FINE/MED. SAND SP \ \ �� COVERS TO GRADE (TYP) AT 20" O.C., 18" BELOW LIQUID DEPTH (TYP) 24 WATER @ 96" BENCHMARK. ROD GROUND WATER ELEVATION © 2.5'± \� - __ 12.89 (NGVD29) - - - - \ - 20- EL= 8" TEST HOLE DATA WITNESSED BY RICHARD STROUSE P.E L.S. JUNE 2016 APPROXIMATE SOIL LINE (TYP) REROUTE.EXISTING 2.5" COPPER _.--- ___ s - MIN. WATER SERVICE (TYP) 12" MIN. T.H. #2 - � ' 0"-15" TOPSOIL 15"-32" SANDY SUBSOIL SM J w�--W , 32"-144" SAND SP POORLY GRADED WITH LITTLE TO NO FINES 4,y` 24" GROUND WATER ELEVATION @ 3'± FRI 8 6 ) (TYP HIGH GROUNDWATER EXPECTED AT ELEVATION 3.0 --- - -- -- MIN. l 1 20" n.. � p r: v� \ 4» n.„ . : . :. EAST ENS u{ ' �,; � � � � 12" MIN. SOIL CLASSIFICATIONS ,_<,,,�,��_ •..a.,�,j,� -- _ -- __ --------- ------ ----------------- - .A Bc - BEACHES Du - DUNE LAND _ - - I �� `- -- 1 6' (TYP) 10'0 (TYP) PIB - PLYMOUTH LOAMY SAND, 3-8% SLOPES FR e C \ ^ .�L? r/ ` 3 (} f ' RdB - RIVERHEAD SANDY LOAM, 3-8% SLOPES 7 a " k/ 4 SINGLE UNIT GREASE TRAP DETAIL ReB - RIVERHEAD VERY STONY SANDY LOAM, 3-8% SLOPES � _�-' \� �;,, / - ReC - RIVERHEAD VERY STONY SANDY LOAM, 8-15% SLOPES STORMWAIER INFILTRATION AREA - \ �;": I-� 1' MIN. (SEE SHEET 5) i ` \ ° NOT TO SCALE \ !i ° 6, NOTE: PROVIDED STRUCTURES SHALL MEET H2O LOAD RATING 10'0 (TYP) _ F 0 PROVIDE 4,000 PSI CONCRETE SLAB WITH 4x4 W4.OxW4.0 WIRE MESH REINFORCING AT MID DEPTH (TYP) MULTI UNIT SEPTIC TANK DETAIL \ _ ¢.: / �� /� � j11:�-'-.� -;,�,�,� � �y� �°:>.; �yc`t; �u•> t�0 � NOT TO SCALE PROVIDE LOCKING CAST IRON NOTE: PROVIDED STRUCTURES SHALL MEET H2O LOAD RATING COVER TO GRADE (TYP) Q �e \ --- _ �+ 1p• \ r--- \ 1� 1�r�r�S _ ( q�� ,., 6" INLET PIPE �a 24" 9"0 M� KNOCKOUT FOR . 6 24 8" EQUALIZATION PIPE PROVIDE DISTRIBUTION MANHOLE / '' -- - - 2;x.14, -- (TYP, SEE DETAIL) \ \\ / '- - - � _.__.- 3 � ' t.� 6.5 0 �o ovO o rO \ ' v \ r - !f - - .i:_ _a rid•=-� j_ _ c r 61 FT PROVIDE 6" BALL VALVE WITH _ \ i / ` " --- - FT `'I-`'\ ,; \ O 6,11 TRAFFIC BEARING COVER TO GRADE - _ 3,,;- - ". _ \\ - _ o o c O i, REROUTE EXISTING 4" 3 1 .�-� �'NW'; .,u, =.Ir` ELECTRICAL,ISERVICE (TYP) 8" EQUALIZATION PIPE a = - %' "PROVIDE 6 SDR 35 PVC ^�` ze -x- •,ar '�� y \ '\ -� �.'' ; �` - DISTRIBUTION PIPING AS Il',- 'REQUIRED TYP ''' / r y =< -:, x ,'i \ ''` \ \ , \� I� a o ,_ PROVIDE 25 4'x4.75x8.5' _ ( - ) / _: Y > , .' \ !� �` \ �d °� Uc � v 86� �' r, PRECAST LEACHING GALLERIES - ___.. ;,� - -�- f ��' ' %+ > -';��>g ,t I � � \ �� - ., } `;i ,�� +, ,o �_ � CJ (TYP, SEE DETAIL) M'" r-;J' / - 7 - _ \ _, <0 �� \E'' u+J, - Imo- ' SET BOTTOMS ® ELEV=17.20 /APPROXIMATE LOCATION OF BORING 1 s .i > BASEMENT (LOWER LEVEL) t; \ z '\� 8 -6 - w OBSERVED GROUNDWATER ELEVATION=t0 - \ t ` -{ - 4'-9" Z U � - \ %� KITCHEN (UPPER LEVEL) . � '� ` 't. �,:`-I,., -\ t•-_ j.� g Q O -`- ..(SEE GEOTECHNICAL ENGINEERING REPORT) 1 OF 1-1/4 CRUSHED STONE p _1 H CONCRETE GALLERY p lam' / r' 13X1fes\ 1 PROPOSED SEPTIC SYSTEM No. 2 r .-- .. e. . .• -.:. $. .. r )'POR y-3 A ONC p�� NOT TO SCALE Z LL Z z Z -:. Oma" n V A Q �F� ar ` \\ \` NOTE PROVIDED S 12 12" 2 w STRUCTURES SHALL MEET H2O LOAD RATING 0- W 0 p I ( MIN MIN CRUSHED STONE PARKING / '/ / O " ' \ � 1/2 u I I Ek!STI J 0 Of ) r �, G y KITCHEN DINING UPPER LEVEL) ' PROP NG 4"� CAST IRON FRESH AIR > w w }� SEE SHEET 4 , ,,- .;� ,i ts,��. � �,, RESTROOMS LOWER-LEVEL { t r -/ ( - t ANE TAN GAC. INTAKE WITH SCREEN a° W U� AS REQUIRED W \ °. ° ,�\ Ld W -PROVIDE 8" SDR 35 PVC f 'c / #�� / �� {f`\, \ � PROVIDE FLEXIBLE CONNECTION jam\ ° \\\ ` UTILITY PIPE (A w tV 0 U EQUALIZATION PIPE TYP �' i / CRAWL SPACE LOWER LEVEL \ ' THROUGH TOP SLAB FOR VENT //\ . a \\/� = L� I-- ( ) ) \ \ \ PER SMH 3 I �,, PRO SHOP LO LEVEL T IRON KITCHEN (UP LEVEL) 5� ` ° �,• , r,� �'.\ \ PROVIDE 24"�e CAS � °' a \\j/�� w • /,� O SMH 1 •�G' e DININ UPP LEVEL)=,f ° / OUSE COVER TO GRADE 6„ MIN r I - \ SMH PROVIDE 6 CAST IRON pp'nO r��' B-1 1 PIPE TO TRAP E0. 36. ,' r � 1 _ ° GO 3,000 PSI CONCR E TRENCH WIDTH /,' O \; -, i' t ;\ �' 1 I PINE 4y�✓ r`,._ �_ r \� a° O CH GING''ROOMS Y(LOWER LEVEL) ' j , f'� / C4.'J'v' E..y '_ ! .� 4� `t �w of N n d PROVIDE 6"1� CLEANOUT 2s Q A / R L i Q ST 2 - (UP LEVEL) ? v. - ,._. 4ti: r �� r r;'' °° . ° PROVIDE FLEXIBLE RUBBER Sr1 RESTROOMS (LOWER LEVEL) - - ..I - r � __ ---- -�t BOOT CONNECTIONS NOTE: PE ' - - / t�,. -� a PROVIDE CONCRETE ENCASEMENT IN ALL r , M GATHERING AREA (UPPER LEVEL) I �T-r 1J _\ LOCATIONS WHERE UTILITIES CROSS WITH 50% EXPANSION AREA O / 1 LESS THAN 12" OF SEPARARTION OR AS r + DIRECTED BY THE ENGINEER HT 2 22.45 \/. '.•. \ ;. i /, �i (� 22.65 Q , KITCHEN WER LEVEL) Y a a a n a a p J - \ ti (L L) - I ',� % - CONCRETE ENCASEMENT STORAGE O % KITCHEN (UP R LEVEL) \. ( ,: / 4` * r I, E4 3 z DINING E(UPPER RLEVEL - - - I / BUILDING SEWER ® Y4 /FOOT MIN. NTS z N z z z z z f _-- f / / / °° FlLL WITH CLEAN SAND TO TOP (n o o z o 0 0 OF CLEAN OUT PLUGS 0 N F _) F- i s / J.,^,PEf, / - w w w w w / ;�, / PROVIDE CAST IRON TRAP w o 0 0 0 0 r / " I L,AV N 0 0 ;'�' PROVIDE TWO, 8 PVC INTERCONNECTION PIPES ` 3c:.3; x - '`;\ / "'=: v� s' DrO' �' » `� STORAGE (LOWER LEVEL) IAO / / �... o N a J J J `'3 BETWEEN SEPTIC TANKS AT 20 O.C. 18 BELOW PA I _E , � PROVIDE 4 0 PRECAST CONCRETE MANHOLE r; THE LIQUID LEVEL OF THE TANKS (TYP).---- ,. � RESTROOMS/OFFICE 'I' ' j` / f / J / ` ' Q 0 m Li La 3 w w i \ (UPPER LEVEL.) i 1` / " BUILDING FOUNDATION > _ _ _ o cn co cD co co co co co BUILDING CONNECTION DETAIL •- ,-• - r PROVIDE 9,000 GALLONS OF N N N N N N N \ 1 SEPTIC TANK CAPACITY WITH \ , ✓l l e. / THREE 10'0 SEPTIC TANKS `� �, ry �. \\ /✓ j NOT TO SCALE o 1- _ :. / \ / i ON COMMON CONCRETE PAD `\ ;;1;v+- _ - / / 3- �' \ 0 0 0 0 0 0 0 0 0 / r s' CA (TYP SEE DETAIL) r 3a.- t *•;°, ;i \ \ STANDARD MANHOLE FRAME & COVER UNLESS z \ D \ , ` GROUT-, / OTHERWISE DIRECTED BY THE ENGINEER ` � '``-- \ ,tk 1" GROUT-. ADJUST TO GRADE WITH MIN 2 COURSES PROVIDE 2,500 GALLON MAX 4 COURSES OF CONC BRICK Q a GREASE TRAP, / PRECAST REINFORCED CONCRETES pq OR PRECAST RINGS _P _ (TYP, SEE DETAIL) ; I t �/ f / y_ _� _ t / MANHOLE CONE SECTIONtn Ln t ` PROVIDE CAST IRON TRAP / 00 00 N N AT BUILDING CONNECTIONS ' �' ` / r '` /I COAT EXTERIOR SURFACE "' ,,, r' (TYP, SEE DETAIL) % r '� / ? ! WITH HEAVY BITUMIN PAINT o z o / FOR SANITARY MANHOLES ° m c� I I Y I N w O � p � STORMWATER INFILTRATION AREA ,` - V 9" ° z w w L� (SEE SHEET 5) �. ; : ." / - w z z Y PROVIDE 6" CAST IRON ,�' ,' !' ;-' `j, 7„ FLEXIBLE, PIPE TO o o Cn Q w o w PIPE TO TRAP °- MANHOLE CONNECTION. � o w � = o O_ m a 0 C) U L`_ _:� / i ---- __ _ ___,� __ I o 5„ i DATE: 01 /25/2016 _ 1 48" DIA ALL JOINTS SHALL HAVE BUTYL NORMAL PIPE BUILDING SETBACK UNE \\�' \� \��\ ,�' / / RUBBER JOINT SEALANT BETWEEN LENGTH PERMITTED SCALE: 1 20 (100' FROM TOP OF BANK) , \ �.'" /�,'. � EACH CONCRETE SECTION�, ,' / PROJECT: #2015825 QUALITY CONTROL CERTIFICATION ; GROUP REVIEWED DATE / / // CONCRETE INVERT PROVIDE PRECAST PROJECT MANAGER x..n.., % RT _ o o 0 0 0 8., ' /. .,.;.. 0.1 MIN SURVEY 20 10 0 20 " i 12" - 3/4" BROKEN STONE ENVIRONMENTAL O SHEET i avlL ALE I FEET / / . 6 STRUCTURAL \ - / / STANDARD SANITARY MANHOLE DETAIL ARCHITECTURAL NOT TO SCALE E \ �� \ �� SES 2 7 _ 20iS OPO /� � 'rI� Q�„E A` i r � 1lSouthold Tow W� � o c°� NOTES: / \` = y... O> F- rn / \ G. / p,NE Planning Board .� Y U c 1. LUMINAIRE # 22 382 — SEE SPECIFICATIONS tl p4 L—•—_• '——' ''" — :' PINE /•/ \ AVA`` U iii / I W i / 1 / I. IL•z' �� BASH � ��/ _ ■� i' � O C W00 cd CID_ \ / 1 \ / II' pINE ,1 O BUSHE p`N !/ W /* O fd E HOLLOW WALL CONCRETE \i CONSTRUCTION / PINE 7 p,NE m w 33 CONSTRUCTION 6)/2„ / ` \, ��` Q ca a -� o ! Gi O � O \ / — pINE 3 ��/� a■■ N w 0ob � �— 1 `t V c"1 00 CM ADJUSTABLE MOUNTING-7 \ \ I\ W � M it BRACKETS 23/4 O 2)/2, Lur , ; DRILLED & TAPPED /\/ -c \ / BEGA WALL LIGHTING OY2 NPT OPENING r \; MODEL (2382LED) ( ` - / HITCHEN POST GOOSENECK LIGHT \ MODEL (WHS20-PC-1319) TH 1 —*TH—2 \ '�,.. / BENCHMARK: ROD EL=12.89' (NGVD29) 1 I RoPp m ❑OO❑p 4 o o < G"ERRY 1l s �,:G � ) '� �'. Ct 111 ;"'p• ;.@q r PI OO 1 GHERRY f H � - - • , .. ,. •• �P.IIU P9,k:r. •a C� 1 ` GHERRY W USH \ 1A pA tYpl� �� ^� b to G BENCHMARK:MAG NAIL 4 EL= 20.37 (NGVD29) OCc ✓ �f AURORA PATH LIGHT `o L\, P\NE 4 w pAcl1 j`y l_. pEa MODEL (LPL6 LA JOLLA)SES °" �c r _ 1 FEgCUE _ -az pINE 4 \ `�\ ° EXITREO TING } \ REaU� R E1GN- -' . - - \\ \\ s 1 - • EASED - - # FIp,G E �pCP'('Eo WP ti S P �o g 0 y�gURNUM r CIGµTs' r LEGEND Z r ? PROPERTY LINE ABUTTERS LINE -- Y �- ri } G a P Q1NE ? ! 1 Q V - Ip,\�IN p EDGE OF PAVEMENT U Q 0 r _ r DIN1N #-1gT ------------------- EDGE OF GRAVEL EXISTING CONTOUR --- 28 --- C) 0_ J RNUM ' OPROPOSED CONTOUR ZLL- NABSTONE WALL z Q jESCURow oH �ocLuRETAINING WALL 0- Z g 0 E µnNG. # .' f µEDGE ll TREE LINE STOCKADE FENCE < U� VQ) g LLI OF 1'1�pICPE B` DUSE MPRIAL ea�sd NOW OR FORMERLY NSF L� � W WPY L\NE r so CI'� UTILITY POLE 0 0- V) -,IU)- Q n I WATER VALVE � � o WWv U EXISTING BUILDING ® (n Ld N U r e to SNOp_ + ^ PROPOSED BUILDING ZREE \ / ••• - .. - - - _ -. -. - _ - JUNIPER ? LL o5'f SURE , , EIGHT • •�. 30 15 0 30 µEDGE` u GRAPHIC SCALE IN FEET r � ISG , � & FESCUE p 801 PE5 \\ � 111 I � r r •- . - VIBURNUM PA - \� 111 r UON4 r U1�p\CPI- pSjSS 4 0 = m Y Y a a a a a a •' MOUND FkRE ' WEST �`wN i /•'� \\\ �, = I o \ - So 1AWN �\ // \ Z V1 z z H H z c \\ uwN \\ III N O � � > 2 � MOVNSE / u \`\ IpCE gp.RK - \`\ III Z 0 0 a 0 0 0 AGu \` W AND / > - Of XN a a HEDGE w 0 o o 0 0a CL J J J Q w cn x x a x x x w AY ��NE i TPIN EXIS�NG \\\ i �\ z; III I > > m 0 am a _ T- _ uGHT Fl \ BRASH _ LTJ cr- 0 0 0 0 0 0 0 00 µTING L v Y Y f "Y r r\i 00 c\o \ \ \7 r\i \ \ \ \\\ 0 0 0 0 0 0 0 00 Z (D I, 00 OJ O BRUSH i • =; 4 F")�� CHERRY ..6 TREE BRUSH 1\\ Q \ BRUSN 1600" COASTAL EROSION HAZARD LIMITS 1- \\I Q �- � AS SHOWN BY COASTAL EROSION I `" AREA MAP, TOWN OF SOUTHOLD, Ln L SUFFOLK COUNTY, NEW YORK, \\� 00 00 SHEET 41-FI OF 49, 8/29/88 "' ' zw v 10 = o m I I y Q� 1 N w zz Z �w w COASTAL EROSION HAZARD LIMITS / / \\\ �// 11\ 0� 0m o o v 0 _ AS SHOWN ON COASTAL EROSION AREA MAP, TOWN OF SOUTHOLD, � ;;I __ ;;; _- --- - 1 I I - 111 - //\ � 111 DATE: 01/25/2016 SUFFOLK COUNTY, NEW YORK, = 11I = III = 1I I SHEET 41-FI OF 49 8/29/88 - - _. /i \ 111 SCALE: 1 " = 30' PROJECT: #2015825 QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE ___-- -- -- ••. //j \ r PROJECT MANAGER �� -� \\// \ - I1� SHEET SURVEY 4 ENVIRONMENTAL — - — - CIVIL �- - - -- --- -- \\\ SNEO STRUCTURAL ARCHITECTURAL BARLEY FIELD COVE , J SEP 27 2015 ,_ 00 o C T T E Southold Town 0 co o 0 SAW CUT EXISTING PAVEMENT (TYP) Planning Board ._ V Y 0 ami U � otS TYPE II MICRO-SURFACE OVERLAY a) _ , ate+ Y o c (TO BE APPLIED TO ENTIRE ROADWAY WIDTH) W S c 1.5" (MIN) TOP COURSE PAVEMENT V y = 2.5" (MIN) BINDER COURSE PAVEMENT W L 0 o O E EXISTING UNDISTURBED STORMWATER OPERATION AND MAINTENANCE AGREEMENT I,_ Q a 3 w PAVEMENT FISHERS ISLAND CLUB CLUBHOUSE Oct � c 3' (UNKNOWN THICKNESS) ; EAST END ROAD, FISHERS ISLAND, SUFFOLK, NEW YORK t J p000000v v000000r0 / / / V = �, m N ovov.Dove ®svov.vovo ALL VERTICAL EDGES OF i ,� i y > N ® ® / // / / / `.: OWNER: FISHERS ISLAND DEVELOPMENT COMPANY Q EXISTING PAVEMENT SHALL s O 00 4 ap co .0 C, O O O O cu O O O O ae p D O O Q D O O O O Q D O O Q p BE PAINTED WITH A LIGHT / RESPONSIBILITY: N o 0 0 COAT OF ASPHALT EMULSION / / / / / / N �- U m N U.) p d o 0 0 0 0 0 o a p \/\ \/\ \/\/\ ® ® N u! aoQvo>vOvO M 00OWNER OR ITS ASSIGNS SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE OPERATION AND MAINTENANCE pDO04D00004D0040 i\\ \\i\\i� M ae O O O O eu O O O O ee -6 6" MINIMUM COMPACTED \ \\/\/ \\//\\//\ FISHERS ISLAND CLUB CLUBHOUSE AND FOR ANY CORRECTIVE ACTION REQUIRED. LU c� p ®o000 000a®�000 p0p0® p GRAVEL SUBBASE j�//�/�/ y/�//� 1- 1/2" CLASS II 6000000 a000000d BITUMINOUS CONCRETE aD4D4D4D4D SUITABLE NATIVE MATERIAL CONSTRUCTION PHASE V TOP ° ♦ ♦ ♦ ♦ ♦ BACKFILL COMPACTED TO / / \\//\\//\\ 1-1/2" BINDER COURSE GENERAL PROVISIONS: J ISOMETRIC VIEW 4D4D4D4D4D K\/\\/\\/\ ?\<,/\\�� ♦ ♦ ♦ ♦ ♦ ♦ 95% MAXIMUM DRY DENSITY �\��j////\// //\j/f ao ao av ao 0o \�\j TRENCH WIDTH \\>N °4 D°4 D°4 D°4 ° ° ♦ ♦ ° ♦ / o �� 1. CONTRACTOR TO INSTALL AND MAINTAIN DRAINAGE FACILITIES AS SHOWN ON THE PLAN SET TITLED: (FISHERS ISLAND CLUB, BY CME o ASSOCIATES, INC., DATED 01/25/2016, REVISED 08/15/2016). o •4 D♦4 D•4 D•4 D�4 D• o 7�O� 1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW. SAW CUT TO °� � 2. PRIOR TO CONSTRUCTION, ALL EROSION/SILTATION CONTROL DEVICES SHOWN ON ABOVE PLAN SHALL BE INSTALLED. TO PREVENT ;: rr.• a _� ♦' ♦" •a"♦" ♦' ♦ BE PERPENDICULAR TO THE EXISTING SURFACE. SILT INTRUSION INTO THE DRAINAGE SYSTEM DURING CONSTRUCTION, THE CONTRACTOR IS TO INSTALL INLET PROTECTION AT ALL „k iv aD4D WWW 12" ROLLED GRAVEL SUBBASE CATCH BASINS AND SET SILT FENCE AT ALL SLOPES WHICH MAY ERODE IN THE DIRECTION OF ANY OPEN DRAINAGE FACILITIES. ` k:• > 2. REMOVE & DISPOSE OF ENTIRE WIDTH OF PAVEMENT OFF-SITE. PER M.02.02 OF FORM 816 SUCH PREVENTIVE MEASURES ARE TO BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. ` ` °4 D°4 D°4 D°4 D°4 D° Lz °aa♦ac♦ac♦ac♦apo 3. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATED BITUMINOUS CONCRETE PAVEMENT 3. EROSION CONTROLS ARE TO BE INSPECTED ON A DAILY BASIS. UPON DISCOVERY, THE CONTRACTOR SHALL REMOVE ANY SEDIMENT Lz °U D°4 D°4 D°4 D°4 D° CAPACITY OF 90 PSI. FROM AN EROSION CONTROL STRUCTURE. NOT TO SCALE FRONT SIDE °aD°aD°4D°4D v 4 EDGEAPPLWITH TACK THE TO THE EDGE. (MC-70 N ME MATCH COATHIS 4.4. ALL EXPOSED SOILS SHALL BE IMMEDIATELY STABILIZED TO PREVENT EROSION. 36" SIDE PANEL GAL./S.Y. 5. UPON INSTALLATION OF CATCH BASINS, INLET PROTECTION SHALL BE INSTALLED AND MAINTAINED UNTIL READY FOR PAVING. NOTES: 6. PRIOR TO CONSTRUCTION OF IMPERVIOUS AREAS, ALL DRAINAGE STRUCTURES AND PIPES SHALL BE INSTALLED AND INSPECTED FOR STORMTANKO MODULE 1. SIDE PANELS TO BE INSTALLED TYPICAL CROSS SECTION FOR MATCHING ALONG SYSTEM PERIMETER, UNLESS � PROPER FUNCTION. DURING CONSTRUCTION OF OTHER SITE FEATURES DRAINAGE ,FACILITIES SHALL BE INSPECTED ON A DAILY INSTALLED VOID NOMINAL OTHERWISE SPECIFIED. EXISTING PAVEMENT AT TRENCH BASIS AND CLEANED/REPAIRED IMMEDIATELY UPON DISCOVERY OF SEDIMENT BUILD-UP OR DAMAGE. NAME HEIGHT CAPACITY CAPACITY RATIO WEIGHT NOT TO SCALE 2. REFERENCE CURRENT INSTALLATION 7. AFTER PAVING IS INSTALLED, IT SHALL BE SWEPT CLEAN ON A MONTHLY BASIS. ST-36 3g" 13.10 cf 15.80 cf 97.00% 33.10 Ibs. INSTRUCTIONS FOR PROPER INSTALLATION PRACTICES. GRASSED SWALES & DRAINAGE CHANNELS/TRENCH DRAINS: 1. CONTRACTOR TO INSPECT SEVERAL TIMES DURING THE FIRST FEW MONTHS TO ENSURE THAT GRASS COVER IS ESTABLISHED OR STONE SURFACE IS STABLE. AFTER ESTABLISHMENT, INSPECTION TO OCCUR SEMI-ANNUALLY AND AFTER EVERY 0.5 INCH RAIN EVENT. 2. CONTRACTOR RESPONSIBLE FOR ALL ASSOCIATED MOWING DURING FIRST YEAR OF CONSTRUCTION. (MOWING SHOULD BE PERFORMED WHEN GROUND IS DRY TO AVOID RUTS AND COMPACTION) 3. THE GRASS SHALL NOT BE CUT SHORTER THAN FOUR INCHES AND ALL CLIPPINGS SHALL BE REMOVED. 4. CONTRACTOR SHALL CLEAN SWALE AFTER SITE IS COMPLETELY STABILIZED AND PRIOR TO TRANSFER OF OWNERSHIP TO OWNER. 2" OF CRUSHED STONE MEETING CATCH BASIN SUMPS: STEP 2: STEP 3: M.01.01 No. 6 (1" MINUS) STEP 1: 1. CONTRACTOR TO INSPECT WEEKLY OR AFTER EACH 0.5 INCH RAIN EVENT AND CLEAN AS NEEDED. REMOVE THE SIDE PANEL FROM MODULE AND PLACE ON FLAT INSERT THE SHORT SIDE OF THE BRENTWOOD WRAP SPECIFIED GEOTEXTILE FABRIC AROUND THE ENTIRE 2. CONTRACTOR SHALL CLEAN SUMPS AFTER SITE IS COMPLETELY STABILIZED AND PRIOR TO TRANSFER TO OWNER. SURFACE. LAYOUT AND CUT OPENING INTO SIDE PANEL FOR INLET/OUTLET PORT THROUGH THE OPENING IN INSTALLATION OF STORMTANK MODULES (REFERENCE BRENTWOOD INLET OUTLET PORT CONNECTION. THE SIDE PANEL, PLACING THE MOUNTING / DOCUMENT "SITE PREPARATION AND INSTALLATION .r z INFILTRATION SYSTEMS & BASINS: REFER TO DIMENSIONS BELOW FOR OPENING PLACEMENT AND PLATE AGAINST THE SIDE PANEL. DRILL HOLES - ,1 - w C r. =rr;-. r SEE TABLE BELOW FOR OPENING SIZE. THROUGH THE SIDE PANEL USING THE INSTRUCTIONS"). CUT GE INTO GEOTEXTILE FABRIC AT PIPE PRE-DRILLED HOLES IN THE INLET/OUTLET LOCATION AND PEEL EDGES OUT. CONNECT RESISTGEOTEANT TILE FABRIC o d�000�Q o 1. CONTRACTOR TO INSPECT WEEKLY OR AFTER EACH 0.5 INCH RAIN EVENT. PORT MOUNTING PLATE. ATTACH THE PLATE TO THE PORT WITH SS BANDING, WATER RESISTANT TAP OR o� o TO THE PANEL WITH NYLON ZIP TIES (MIN. 50 NYLON ZIP TIE. 2. INSPECTIONS SHOULD FOCUS ON THE DURATION OF STANDING WATER IN A BASIN OR IN THE OBSERVATION WELL OF AN LB. (222N) TENSILE STRENGTH. PULL TIE 8 COMPACTED SUBBASE UNDERGROUND SYSTEM AFTER A STORM. (PONDING WATER AFTER 48 HOURS INDICATES POSSIBLE CLOGGING OF THE BOTTOM OF e UNTIL TIGHT. THE INFILTRATION STRUCTURE) FINISHED CRUSHED STONE DRIVEWAY • -- 3. CONTRACTOR SHALL CLEAN BASIN AFTER SITE IS COMPLETELY STABILIZED AND PRIOR TO TRANSFER TO OWNER. i +$ ?° - - $'%s" I 8'%6" GRADE NOT TO SCALE ��' - SEAL FABRIC TO ��! mss- =--.�•��• s ` �s�- Wim. INLET/OUTLET PORT �'O O O O aD4D4D4D4D � _.e WITH SS BANDING, O O MIRAFI 140 N • • OPENING •ao•ao•ao•avao• • • WATER RESISTANT ) FILTER FABRIC • • •gDgD, • • • • • qD N T POST-DEVELOPMENT PHASE aD4D4D4D4D Q> J O • q� • FOR INLET/ gpgD TAPE OR NYLON ZIP•gDgD' '•v •• OUTLET ♦ • • • • • Z • • • • • 1 ' �`° �G' a�v•wv �° dD4D aD4D � _ • • q�q�gD• TIE. (BY OTHERS) • DqD. PORT w • • •o gpgD• CSS �4D•gb q SLEEVE - - • • a• O O � GENERAL PROVISIONS: I"F v SNOW STOCKPILING: --' 3/4" STONE TO 714 -,of " J EXTEND TO SNOW ACCUMULATIONS REMOVED FROM STREETS AND PARKING LOTS SHALL BE PLACED IN UPLAND AREAS, WHERE SAND AND DEBRIS A ;.� OJ FINISHED GRADEoq WILL REMAIN AFTER SNOW MELT FOR LATER REMOVAL. CARE SHOULD BE TAKEN NOT TO DEPOSIT SNOW IN THE IMMEDIATE VICINITY OF O CATCH BASINS, DRAINAGE SWALES, OR SLOPES LEADING TO BODIES OF WATER, AND DRINKING WATER WELL SUPPLIES. D;4 D• •4 D;4 D;� 6" CPP ,gD�q�b,�i.,°'• SIDE :n•nn•au•an•an• O O IN SOCK PAVEMENT SWEEPING: • gGgD• PANEL JD4D4DdD4D O 0 �gD•gD•qD• • • • • • • • �• •• 'qD• NON-WOVEN GEOTEXTILE C STREETS AND PARKING LOTS SHOULD BE SWEPT CLEAN AT LEAST ONCE ANNUALLY, PREFERABLY IMMEDIATELY AFTER WINTER SNOW MELT • 4Dq�•gD' ' �_ J 4" MINIMUM TOPSOIL & SEED. AND BEFORE SPRING RAINS. SWEEPING DURING THIS PERIOD CAPTURES PEAK SEDIMENT LOADS AND EXTENDS THE SERVICE LIFE OF • FABRIC (PROPEX GEOTEX 601 OR APPROVED) v PROVIDE DEGRADABLE THE STORM WATER MANAGEMENT SYSTEM. SIDE PANEL EROSION CONTROL MATTING ONCE REMOVED O FOR STABILIZATION AS REQ'D GRASSED SWALES & DRAINAGE CHANNELS/TRENCH DRAINS: 24" INLET/OUTLET PORT TYP. � � 1 GRASSED SWALES AND DRAINAGE CHANNELS SHALL BE INSPECTED AT LEAST ANNUALLY TO ENSURE THAT THEY ARE OPERATING AS TABLE A: INLET/OUTLET Ld 3 MAX. INTENDED. POTENTIAL PROBLEMS THAT SHOULD BE CHECKED INCLUDE: m PORT DIMENSION NYLON ZIP TIES IN FOUR TRENCH DRAIN CROSS SECTION >v/ •1• A. SLOPE INTEGRITY PORT SIZE OPEN SIZE CORNERS NTS PERMEABLE SOIL MIXTURE 18" MIN. OR TO SUITABLE B. EROSION _ Y ,•. (MIN. 50 LB TENSILE 40% SAND, 20-30% TOPSOIL, FREE DRAINING MATERIAL C. VEGETATIVE HEALTH Z U Of 12" 13.75" wa STRENGTH) & 30-40% COMPOST y l D. SOIL STABILITY Q p SEE PLANS E. SEDIMENTATION a- p >- 14" 15" DRILL -Y8" DIAMETER HOLE INTO � Q 0' SIDE PANEL THROUGH ANY NECESSARY REPAIRS SHALL BE MADE IMMEDIATELY. TRASH SHALL BE REMOVED AND THE BANKS MOWED AS REQUIRED, BUT ATLij (All OPENING IS SHOWN VERTICALLY CENTERED PRE-DRILLED HOLES IN LEAST ONCE PER YEAR. GRASS SHALL BE KEPT BETWEEN FOUR AND SIX INCHES IN LENGTH. (MOWING SHOULD BE PERFORMED WHEN Z z z Z MOUNTING PLATE RAIN GARDEN w Q J. FOR VISUAL CLARITY. PART MUST BE GROUND IS DRY TO AVOID RUTS AND COMPACTION. INSTALLED HORIZONTALLY CENTERED a Ld NOT TO SCALE � � p NOTE: CATCH BASIN SUMPS: Q o Q V) V) 1.) CONTRACTOR MAY INCLUDE NATIVE �Q MATERIAL FROM EXCAVATION IN THE CATCH BASINS SHALL BE INSPECTED BI-ANNUALLY AND CLEANED AT LEAST ANNUALLY AFTER THE SNOW AND ICE SEASON AND AS > w W U) Q PERMEABLE SOIL MIXTURE. MATERIAL MUST BE EXCAVATED, MIXED WITH LOAM & COMPOST Ld SOON AS POSSIBLE BEFORE SPRING RAINS. IN GENERAL, A CATCH BASIN SHOULD BE CLEANED IF THE DEPTH OF DEPOSITS IS p � TO FORM A HOMOGENEOUS BLEND, AND REPLACED TO GRADE. a- u) GREATER THAN ONE HALF THE SUMP DEPTH. IF A CATCH BASIN SIGNIFICANTLY EXCEEDS THIS STANDARD THEN MORE FREQUENT d" ch CLEANINGS SHALL BE SCHEDULED. IN AREAS WITH HIGHER POLLUTANT LOADINGS OR DISCHARGES INTO SENSITIVE BODIES OF WATER, Ld d" w 2.) PERMEABLE SOIL MIXTURE SHALL NOT BE COMPACTED AND THE ENTIRE WATER QUALITY O 2 BASIN SHALL BE PROTECTED FROM HEAVY EQUIPMENT TRAFFIC THROUGHOUT CONSTRUCTION. MORE FREQUENT CLEANINGS WILL BE NECESSARY. N LI J N V) 3.) THE CONTRACTOR SHALL BE LIABLE FOR THE REPLACEMENT OF THE PERMEABLE SOIL INFILTRATION SYSTEMS & BASINS: MIXTURE IF E&S CONTROLS ARE NOT INSTALLED & MAINTAINED AS INDICATED. 4.) SEED WITH RAIN GARDEN GRASS MIX (ERNMX-180-1) AS SUPPLIED BYERNST INFILTRATION SYSTEMS AND BASINS SHALL BE INSPECTED AT LEAST TWICE ANNUALLY AND AFTER ALL MAJOR STORMS TO ENSURE THAT V-" DUCTILE IRON CONSERVATION SEEDS INC. (800-873-3321) OR APPROVED EQUAL. THEY ARE OPERATING AS INTENDED. PRETREATMENT BMP'S SHALL BE INSPECTED AND CLEANED DURING THE REGULAR BI-ANNUAL H-20 RATED GRATE INSPECTIONS. POTENTIAL PROBLEMS THAT SHOULD BE CHECKED INCLUDE: TYPICAL PLANTING AND SEEDING FOR RAIN GARDEN AREAS: FINISHED IMPERVIOUS SURFACE VEGETATED AREA TO BE DESIGNED A. PONDING (DESIGN BY ENGINEER OF RECORD) WITH ADEQUATE COMPACTED FILL 1.) SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, NEW ENGLAND B. EROSION FOR DESIGNED LOAD RATING WETLAND PLANTS, INC. C. CLOGGING OF INLET PIPES (DESIGN BY ENGINEER OF RECORD) u _ o ADAPTORS CAN BE 2.) MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVANICA MOUNTED ON ANY ANY NECESSARY REPAIRS SHALL BE MADE IMMEDIATELY. TRASH SHALL BE REMOVED AND THE BANKS, OF BASINS, MOWED AT LEAST o� Q ANGLE 0' TO 359' 3.) MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA a o 4.) LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI TWICE PER YEAR. (MOWING SHOULD BE PERFORMED WHEN GROUND IS DRY TO AVOID RUTS AND COMPACTION) SEDIMENT SHALL BE a -- � 5.) MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA REMOVED FROM THE BASIN AS NECESSARY, AND AT LEAST ONCE EVERY FIVE YEARS. SUITABLE COMPACTABLE FILL \ \\ �\\//\, MIN. 2'-0" PLAN VIEW z (AS NECESSARY - DESIGN BY r\�/ /\\//\\\'Y / // DUCTILE IRON N z z z z z z ENGINEER OF RECORD) '�/ \� Ld Ld Li Li Ld T24" GRATE Z m � : �, � � � MAX. 11'-0" 3 O U � 0 0 0 0 0 as a > a a a y PROPEX GEOTEX 601 \y� `¢ w w 0 w w w w w w NON-WOVEN GEOTEXTILE (OR / / /\\/\ MIN. 1'-0" - �i o m a a a a a 0 0 � o / / v/ H d w w 3 w w w EQUAL) SURROUNDING MODULES \/`\ _ > > m cn x x cn = _ _ AND STONE/SOIL INTERFACE c� 0 0 0 0 0 0 0 0 0 N 04 C4w Q N m o n 0 0 0 0 0 0 000 � J i w /v\��\\/��//y /�/,�� \� '`�/��•``��/�\' / �i<\//C��/\/ �\/ � � DEPTH SPECIFIED BY � o " �� \r\ ENGINEER OF RECORD 3/4 ANGULAR STONE 6" MIN. Q I J STORMTANK MODULE i m - - - MIN. 1'-0" N Of EXISTING 1 1 -- ----------- --- � > GROUND �2 12" 2� GRASS ENGINEER OF RECORD RESPONSIBLE FOR ENSURING SUBGRADE SOILS MEET EROSYNTHETIC MATTING Q BEARING AND SETTLING REQUIREMENTS STORM TANK VARIOUS TYPES OF N CROSS SECTION Ln OUTLETS WITH WATERTIGHT 12" BY NORTH AMERICAN 00 ADAPTORS FOR: SDR-35 GREEN OR PERMANENT L cn Ln SEWER CORRUGATED EQUAL POLYETHYLENE SCHEDULE m � I I Y � I ff � 40 DWV CORRUGATED PVC O o 0 Z 0 RIBBED PVC Z GRASS SWALE WITH SYNTHETIC MATTING L Y z NTS � 0 w � = o J CL m 0 o v v cD LONGITUDINAL SECTION DATE: 01/25/2016 NYLOPLAST 24" DRAIN BASIN SCALE: 1 " = 30' NOT TO SCALE QUALITY CONTROL CERTIFICATION PROJECT: #2015825 GROUP REVIEWED DATE PROJECT MANAGER SURVEY SHEET ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL 11 U PROJECT NARRATIVE EROSION & SEDIMENT CONTROL OPERATIONS AND MAINTENANCE GENERAL NOTES 1��"� '� -I�� A� _�_ I >� �/ , / �� A. EROSION AND SEDIMENTATION CONTROL AND RESTORATION MEASURES SHALL 1. ELEVATIONS ARE BASED ON NGVD1929. \� \I /� /� _� _ THIS PROJECT CONSISTS OF THE PARTIAL DEMOLITION AND RECONSTRUCTION OF THE CONFORM TO THE "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR \/ \� /I /\ FISHERS ISLAND CLUB CLUBHOUSE ON 11.9 ACRES IN THE TOWN OF FISHERS N AND SEDIMENT CONTROL, AUGUST 2005" PUBLISHED BY THE NEW YORK 2. ALL UTILITIES SHALL BE APPROVED BY LOCAL UTILITY COMPANIES PRIOR TO i\/ �� /� /\ S 'fs •Q) i � C o EXISTING F EROSION _ � E ISLAND, SUFFOLK COUNTY, NEW YORK. THE LOCATION OF THE SITE IS ON THE SOUTH STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND TO CITY/TOWN CONSTRUCTION; ALL UTILITIES SHALL BE CONSTRUCTED TO UTILITY COMPANY / \! � fOPCE NAfN � S-- � \�I,� m" � � C\I O U SIDE OF EAST END ROAD/EAST MAIN ROAD APPROXIMATELY 1.5 MILES WEST OF THE REGULATIONS. SPECIFICATIONS. \ _ / Pru. / , SEat_EO at s_ ��\ rz Z =! O (•- EASTERLY POINT OF THE ISLAND. CONSTRUCTION WILL INCLUDE OF PAVED DRIVEWAYS, \ / I s Ec'f / f 4 � ~ c \/\/ _i'.-t,^` `'� ,/ j2 CH+J�,inK, /� v_G -""-5tv,i; u0.fN �- J_ V HAYBALES AND 3. ALL CONSTRUCTION SHALL BE TO TOWN SPECIFICATIONS & REGULATIONS. f i _ I N AND EROSION CONTROLS SUCH AS -'`� `�li +"' Y o c EXPANSION F SEDIMENT ,,/ �/ --/\/` sk- '� m v - GRAVEL PARKING, DRAINAGE PIPING AND STRUCTURES, INFILTRATION BASINS B. INSTALLATION 0 \ \ s `( a� _ �{ \ ` w . �,� Er.R,NG � U � N OF THE EXISTING SEPTIC SYSTEM, AND UNDERGROUND UTILITIES. SILT FENCES SHALL BE ESTABLISHED PRIOR TO COMMENCING ANY LAND DISTURBANCE ACTIVITIES. 4. NO CHANGES CAN BE MADE TO THESE PLANS WITHOUT THE ENGINEERS \ ° ` 1' \-�;r\ r f- ',j K ry E 'W/� _ a) i\ rl \ , �� --,I r , c I i� �L a •- o IT IS ANTICIPATED THAT APPROXIMATELY 3.1 ACRES OF THE 11.9 ACRE SITE WILL BE APPROVAL. D DURING THE CONSTRUCTION OF THE FACILITY. C. ALL STOCKPILED MATERIAL SHALL BE RINGED WITH HAYBALES OR SILT FENCES. ii '/ C ` �� \ ! o N E DISTURBED \ r �;� ANY MATERIAL TO BE STOCKPILED LONGER THAN 14 DAYS SHALL BE STABILIZED 5. CONTRACTOR SHALL OBTAIN ALL REQUIRED LOCAL & STATE PERMITS PRIOR TO ,li s __ ° s ` �"'�` ,�\Y r. a w PERCOLATION TEST LOCATIONS TO BE FOUND ON HEFT 6. WITH TEMPORARY SEEDING OR JUTE NETTING. BEGINNING ANY CONSTRUCTION. ' r \ 1 r-+ _ _ - AND PERCOL `I ! �:� TEST PIT, BORINGS, � ,� `- , _��.__ C _ Y! �,� PNE >� U � p c a> > % �` / o I i ' `_ c > D. PAVEMENT AND CURBING SHOULD BE INSTALLED AS SOON AS POSSIBLE AFTER 6. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE ENGINEER. �I� a t >_ STORM DRAINAGE IS INSTALLED. /I j� ! , PHASE HOWEVER DISTURBED AREAS 7. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE '\ 0 1 THE PROJECT SHALL BE DEVELOPED IN A SINGLE �____�. cz _ %., N L N { O .� -b j M MILESTONE POINTS DURING CONSTRUCTION. ALL WORK SHALL I- I/ c� N d) a " � T SHALL BE STABILIZED AT MIL E. CATCH BASINS SHALL BE PROTECTED FROM SEDIMENTATION BY INLET SEDIMENT SET. BE SCHEDULED SUCH THAT STABILIZATION COINCIDES WITH THE ABILITY TO VEGETATE CONTROL DEVICES UNTIL ALL AREAS ARE PERMANENTLY VEGETATED OR J \/ ° - -° ` ,/ N rn GUST 15 THROUGH OCTOBER 1. 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAYS & STORM DRAINAGE \/ ° �, J Q > U o N DISTURBED AREAS, APRIL 1 THROUGH JUNE 15 AND AU STABILIZED. 1' / I `' £PROVIDE & MAINTAIN STABILIZED CONSTRUCTION ENTRANCE ` i N w co SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STATE OF CONNECTICUT, �� / 1' \ \ ° ; II W` THROUGHOUT CONSTRUCTION (TYP, SEE DETAIL) W N co °p F. CATCH BASIN SUMPS SHALL BE CLEANED OF SILT PERIODICALLY DURING D.O.T. "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL \, �I%I� C -/ ^ �)� CONSTRUCTION. CONSTRUCTION, FORM 817% SIMILARLY PERTINENT CONSTRUCTION DETAILS \I ° THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE \r i r / -,1_, \ '1� 4 " G. SILT FENCE OR STRAW WATTLES SHALL BE PLACED 5-10 FEET FROM THE TOE OF CONNECTICUT, D.O.T. STANDARD ROADWAY DRAWINGS. \i ,; I _c` / LI // Ds V °"� '� �) 1< fit` E U OF ALL CRITICAL SLOPES AS SHOWN ON THE PLAN. THESE SHALL BE CHECKED / - BY THE CONTRACTOR REGULARLY AND REPAIRED WHENEVER THEY FAIL TO 9. CONTRACTOR SHALL NOTIFY THE CITY/TOWN ENGINEER OF CONSTRUCTION \ �I \I ` / ! ° - ° 1` s Y. J INSURE CLEAN RUN-OFF FROM THE SITE. \I'�Ir \,� SCHEDULE SO THAT INSPECTION MAY BE PROVIDED. -\/_\,_\, /;r' lr �' O� I / / \ �' \ ,` SENNK CURS H. ADDITIONAL CONTROL MEASURES IF REQUESTED BY THE CITY/TOWN SHALL BE 12. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED ON PLANS � / "I ,%,,,,-,,,, \ \ � h INSTALLED IMMEDIATELY UPON REQUEST. HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE / / "-/ t+NG s5 qpr,GSC . O \ \ i ;✓ W4 RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL r� ! / / ,�,G aNK \\� /// Lx��SE m0K ESTIMATED CONSTRUCTION SCHEDULEl� s I. ALL DISTURBED AREAS SHALL BE PROTECTED WITH A MINIMUM VEGETATION COVER TESTIMONY, FIELD MEASUREMENTS AND FROM OTHER SOURCES. THESE LOCATIONS � / \�` \ r %/ G°,yEF Po 1 � SEPTEMBER 2016 AS SHOWN IN ACCOMPANYING CHART. MUST BE CONSIDERED APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH c, `F, ti= A. INSTALL EROSION AND SEDIMENT CONTROL SYSTEMS SE FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO _ / 4 ry J. THE CONTRACTOR SHALL PLAN ALL LAND DISTURBING ACTIVITIES IN A MANNER CME ASSOCIATES, INC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH \ / !__ st marmot N, 016 APPROPRIATE \ �'*�J'. .� '� 11r B. DEMOLISH EXISTING BUILDING & EXCAVATE FOUNDATION SEPTEMBER/NOVEMBER 2 AS TO MINIMIZE THE EXTENT OF THE DISTURBED AREAS. FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROP / �` \ T -T A�PRtY. I� s TION. PROVIDE & MAINTAIN A CONTINUOUS LINE OF \ I ______ =:T7 7 k___ '� /x'' 4 11 _ ~ AUTHORITIES PRIOR TO CONSTRUCTION. _ ' SILT FENCE OR STRAW WATTLES THROUGHOUT j PF°Y'"amY ., -,_ x' p - C. ROUGH GRADE SITE - OCTOBER/NOVEMBER 2016 K. THE CONTRACTOR SHALL MAKE DAILY INSPECTIONS OF THE SITE TO INSURE __ - �- _ >},� .. WILL --- _ �'• 4P tp NCXT ,'.j. �;5,r-S.'-ft. „.i=p '.,w EFFECTIVENESS OF EROSION AND SEDIMENTATION CONTROL MEASURES AND ILL r 'i✓ CONSTRUCTION (TYP, SEE DETAIL) r �'�� ` 20ar`°a° .;;e� ,�. UTILITY SYSTEMS - OCTOBER NOVEMBER 2016 REQUIRED BY THE CITY TOWN. -� \� '� -x,4N'' T ND ROAD X14 0 yy Ea c�F,..h r �( D. INSTALL STORMWATER AND / IMMEDIATELY MAKE NECESSARY REPAIRS IF Q / _I'� �$T E .. 1 a_ \ r"" y �^ -w--, ./ D. CONSTRUCT DRIVEWAYS & PARKING - MARCH/APRIL 2018 L ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSPECTED AT 7°"EX _ �T �� !» �c r7: /\\ �..%-• tf K_i,-1) -- �� I \,'IFS '�'.{}*.i - `', ¢ y� .', �, y,.,:. �,-" r--„ \ rEPT;L � i N-�.<'.a..-1 .r- -I-`1-,C. �1, `�i!Ef" A MINIMUM OF ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM _, I , zµ 1,-r .,-, n I 1 -:<':,.-_' E. CONSTRUCT BUILDING STRUCTURES - OCTOBER 2016 THRU MAY 2018 WITH A RAINFALL AMOUNT OF 0.1 INCHES OR GREATER TO DETERMINE SILT FENCE SPECIFICATIONS PROVIDE & MAINTAIN INLET PROTECTION l/ , \ JI, -,.-- MAINTENANCE NEEDS. THROUGHOUT CONSTRUCTION (TYP, SEE DETAIL) i v ' y'`'°" j� ` F. FINISH GRADE SITE AND INSTALL LANDSCAPING - APRIL 2018 / / ^.;K;;.°`.' '"' Ex'' ^"� ��IIYY 1 11r SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET OF PROPYLENE, NYLON, e �'� _ I fr�, F, _I r « ' .1- MEASURES ARE TO BE REPLACED WITHIN A. S _ _ _ - �, ` � E-'-;,�,�M. ALL EROSION AND SEDIMENT CONTROL POLYESTER, ETHYLENE, OR SIMILAR FILAMENTS AND SHALL BE CERTIFIED BY THE24 HOURS OF AN OBSERVED FAILURE. 1 �'�a J� �ryO� \ `' Br ;. ; ` MANUFACTURER OR SUPPLIER AS CONFOR 0 THE FOLLOWING MINIMUM % \\ �� \ 0c �"{ �`ice` 1` Y�-,t-� - N. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND LEAVE BY THE DESIGNATED REQUIREMENTS: /JJ �� , , „ ).� 4 / ,r ENTRANCE. THIS ENTRANCE SHALL BE CONSTRUCTED OF CRUSHED STONE TO - / s- 3 I"--:," ~,� ,-. i HELP FREE TIRES OF SOIL WHEN LEAVING THE SITE. THE CONTRACTOR SHALL 1. FILTERING EFFICIENCY 75 PERCENT (MIN) _ _ `. : r . • . . INSTRUCT ALL VEHICLE DRIVERS TO CLEAN SOIL MATERIAL FROM TIRES IN FRONT r / - - \ I .,. ' OF THE SITE. ALL SOIL, MISCELLANEOUS DEBRIS, OR OTHER MATERIAL SPILLED, 2. GRAB TENSILE STRENGTH 100 POUNDS I 0 ' _ I f `'' + DUMPED OR OTHERWISE DEPOSITED ON PUBLIC STREETS, HIGHWAYS, SIDEWALKS P/ ? ^ -, , / I OR OTHER PUBLIC THOROUGHFARES DURING TRANSIT TO OR FROM THE SITE 3. ELONGATION AT FAILURE 15 PERCENT __ ` ' - SHALL BE REMOVED PROMPTLY. -- - 11 4. MULLEN BURST STRENGTH 250 POUNDS PER SQUARE INCH ; i : � \, "I' y; I f ( 4 j CONSTRUCTION SEQUENCE FOR INDIVIDUAL LOTS 0. THE CONTRACTOR HEREBY ACKNOWLEDGES HIS RESPONSIBILITY TO INSTALL SOIL \ _ h, ,\ EROSION AND SEDIMENTATION CONTROL MEASURES ON THIS SITE AND THAT HIS 5. PUNCTURE STRENGTH 50 POUNDS . . . . _ ! ' - `` \ FAILURE TO INSTALL AND MAINTAIN THESE DEVICES COULD RESULT IN FINES OR '� . . . `� . --r�sly°"�t�.. :,i) �. "= •� --�- _ - •o � _ _- \, _ .�<_�= ,r '` ,;!� ,` '< \ , � � ,', ` ,4� , .G \. ti 1 -.., / A. STAKEOUT LIMIT OF DISTURBANCE. SUSPENSION OF WORK BY THE CITY/TOWN. 6. APPARENT OPENING SIZE O.fiOmm< X <0.90mm ''- �, ' # _ „E� �' J / ;'�f i %C-'r /-r::er..:,t.C' -'r_ - _ _ ,\\ \_ I � 't�.�;-i ( `' �, / tF Ui Y`',�`' -�\ / - •\ '/ r_r.J'"`�,r>T> .T,. .I ` �Y\y 1r' 1 \ r/ \•\ / i C t��a`` 'r' �. FARING. \ _ - t -,.. , ( v �: / _ .q11 B. HOLD A PRECONSTRUCTION MEETING. P. MINIMIZE OR ELIMINATE ANY UNNECESSARY LAND DISTURBANCE OR CL - - - 7. FLOW RATE 0.2 GALLONS PER SQUARE FOOT PER /' __ _ ;-;- --- �;! ,,1` , _ _ . MINUTE k^ . \" =\` - tR/ �,,.# ` 1 �'* M C. CONTACT "DIG SAFELY NEW YORK" AT 811 AT LEAST TWO (2) WORKING DAYS -- ;;` ' �•• ^;_, 'r/ '`J `r t - e r j\ '�: 1�`�� r`•% ='y .-c<j '%/��11, \./�• - <^ , / 1� J',`{ PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. - 8. PERMITTIVITY 0.05 PER SECOND (MIN) ` I / / \ \ A - / D. INSTALL THE CONSTRUCTION ENTRANCE. / (/ 0) 9. ULTRAVIOLET RADIATION STABILITY 70 PERCENT AFTER 500 HOURS OF J %/ /etrr �• ` ' i-. _ �' .w'.1, %r - / / /' L �r 1! 1."�Wim€.,.4-=1 ---, + / ' / 4 �- �i �'`_a:.J E. INSTALL PERIMETER FILTER SILT FENCE OR STRAW WATTLES). EXPOSURE (MIN) __ -_- _ - C : v ""' f -..�!�\t,\N f t! �q4.f J- --^I / lr.m- _4+, } ✓,�:Mni.•5l i X1 1 9 <� G..T. -i \ �` .i,t�f�'.t.?,w_,� Gv ' / �l; J I - , j`� ! 4�'�� asc.+. iAr ``+- -.�l ` '\ may" �� w,`, ,.v P40 F. PERFORM ALL NECESSARY CLEARING AND GRUBBING OPERATIONS. B. STAKES ARE TO BE MADE OUT OF HARDWOOD WITH A MINIMUM CROSS LL / � \___.�, ___ _- I / \\ \ 5 \ V SECTIONAL AREA OF 1.5 SQUARE INCHES OR STEEL POSTS WITH A MINIMUM w f za \".=' l / REMOVE TO / -- ;1 ,, s;..,r,,,. STUMPS LOCATED IN THE STRUCTURAL AREA AND POUNDS PER LINEAR FOOT. / ©__ f' J :ter ; �( } i t \, tri'? w,na'R�. G. EXCAVATE ALL S WEIGHT OF 0.5 / o �' ' j l �`' \ `gat_=TM\ / 1 i \ \ \ C1 DISPOSAL SITE OR STOCKPILE AREA TO BE CHIPPED. STUMPS IN / if / it °:. =rG. ,_ 1 ,N H� :�:`�� / Y BE GROUND IN PLACE OR CUT FLUSH WITH THE ` / �; o ° o "' ° NON STRUCTURAL AREAS MAY / n 4Y o o r. 1 f', =a :+j';' I :; ,: - �f err ! 1 ! "(1!, t - s 1 y.,,� SEEDING SPECIFICATIONS C. TORN OR PUNCTURED GEOTEXTILES SHALL NOT BE USED. ` �P j o I `" i � 4� ?: �� GROUND LEVEL. / r�> O % - p 1 a-. M. n: \ ! f•'',,: - // 2•' it - .- E FLOW FOLLOWS THE SILT FENCE LINE, . .. _ , ` - .. . . . - - - O 5 _ f /,_ . MULCH MUST BE REMOVED OR D. ON SLOPES WHERE SURFAC - \ H. STRIP ALL TOPSOIL WITHIN THE FOOTPRINT OF THE CONSTRUCTION SITE. A. IF GROUND HAS BEEN PREVIOUSLY MULCHED, l /� ° ° o o `, c -` "`' ~--- / / ' STOCKPILE ALL TOPSOIL IN AN APPROVED AREA AND SECURE WITH EROSION AND ADDITIONAL NITROGEN MUST BE ADDED. PERPENDICULAR SILT FENCE CHECKS SHALL BE INSTALLED AT 50 FOOT ,'' ,w`� /o o , o r- /. - j -vcr ( F r 4 r � : 1 I _ _ _ � � �� f _ I ,,a . Iul. SEDIMENT CONTROLS. INTERVALS. ' f o ' _. B. REMOVE ALL SURFACE STONES 2" OR LARGER AS WELL AS ALL DEBRIS SUCH AS o `' / LINES 5-10 FEET DOWN / / \ o / ° ° - _ - - . I I / -- - \l. / / '- y i PIECES OF CONCRETE CLODS, CLUMPS, OR OTHER E. LINES OF SILT FENCE SHOULD FOLLOW CONTOUR �. /:.;i' ' - / `; \ ` `�. �'Ic _+�.t�„,011 I. ROUGH GRADE SITE. WIRE, CABLE, TREE ROOTS, P , UNSUITABLE MATERIAL GRADIENT FROM THE SLOPE. WHERE CONTOUR LINES CAN NOT BE FOLLOWED \ r+ / - 0 `� �. J. DEMOLISH EXISTING BUILDING. PERPENDICULAR WINGS SHOULD BE PLACED AT 50 FOOT INTERVALS. ` o N "�:� l l -5T c)°c' S� ".. L/;,:V , 1 ,l' C. APPLY FERTILIZER AT 7.5 POUNDS PER 1,000 SQUARE FEET AND LIME AT 200 / 5 \ ` \ /+ / I / ^'� / J/,rl �> ? / / v K. DIG FOUNDATIONS AND STOCKPILE MATERIAL AS REQUIRED. POUNDS PER 1,000 SQUARE FEET UNLESS SOIL TESTING FOR REQUIREMENTS IS , �\ I- / F ` "•A` �}�uH�' / ( _wa� �'` / / -` \ J / �' / -1 .� PERFORMED. \ \� / ! 1 % -,\. '" �� {•, /I -/ F / / * o \ C,, WATER CONTROLS INSPECT EXISTING / / . ' / \ ` / a= L. PRIOR TO INSTALLATION OF SURFACE AT , �` __ _ __ // l // ( j�/�t CONDITIONS TO ENSURE DISCHARGE LOCATIONS ARE STABLE. IF NOT STABLE, D. NO MOWING IS TO BE UNDERTAKEN UNTIL THE MAJORITY OF THE VEGETATION IS _` f � ,\ _ \1 / \\ ! / / d REVIEW DISCHARGE CONDITIONS WITH THE DESIGN ENGINEER AND IMPLEMENT AT LEAST 6" HIGH. MOWING SHOULD CUT THE TOP 1/3 OF VEGETATION. DO �' / _ t .�-." { F R - .:� ADDITIONAL STABILIZATION MEASURES PRIOR TO INSTALLING WATER SURFACE ANY CIRCUMSTANCES CUT VEGETATION BELOW 3". PERSON RESPONSIBLE FOR MAINTAINING \ } I• ;t,.,,;--_ I'll- ^,` J/ (/j/ AD NOT UNDER / .w o. ;e;; -t "� J r i y\ \ �`� i l ( CONTROLS. CONTROL MEASURES DURING CONSTRUCTION. . :A;_«~ ,_-. } 4 , • i . _ -, .- \,__- 1 - -- /// E. DO NOT APPLY ANY FORM OF WEED CONTROL UNTIL GRASS HAS BEEN MOWED '_= "``-,L" 1, \ ,4� _ I TI - 1 STABILIZE CUT AND FILL SLOPES. EAST 4 TIMES. �� / \ - - M. AT � - i � =`------.. � / � NAME -i C \\' _ / / C, \ \ __.� \, ,�M,X m, >f, r; ,' l ,cLe`Nr{.r✓; 1 1 00 �1 I I� \ \ N. CONSTRUCT FOUNDATION AND ERECT STRUCTURES. F. THESE SEEDING MEASURES ARE NOT TO BE USED ON SLOPES IN EXCESS OF 2:1 ��C`II'4'� ' ' \ / / ! / 1 �/ - - GRADING. ADDRESS s \, \ t . '.1;. . . . .1 \ `\ \ `\ t\\ "L / - ( /. \ + 11 1 ( ! + I / J 0. INSTALL SERVICE UTILITIES. �- \ '\ �. - \ -. ' G. PERMANENT SEEDING MEASURES ARE TO BE USED INSTEAD OF TEMPORARY \� r,• 1. / , E P. FINISH GRADE DRIVEWAYS & PARKING AREAS. SEEDING MEASURES WHERE WORK IS TO BE SUSPENDED FOR A PERIOD OF TIME TELEPHONE # \ \\ " _ _.----, ` � ` I -- "` \ ''" a ? "` `L; �' � / 1 Q. INSTALL CRUSHED STONE IN PARKING AREAS. LONGER THAN 1 YEAR. _ \ - r y ,r -.L f _ I H. IF THERE IS NO EROSION, BUT SEED SURVIVAL IS LESS THAN 100 PLANTS PER ` \ 1, " ' \ - / _r MAINTENANCE LOG '� '- \ - I r O R. PLACE TOPSOIL WHERE REQUIRED. COMPLETE THE PERIMETER LANDSCAPE SQUARE FOOT AFTER 4 WEEKS OF GROWTH, RE SEED AS PLANTING SEASON \ \, \ `--,,,,,s r FAR \\ - / " f11 PLANTINGS. ALLOWS. �/ �, \ °_.,S I,, - .... , �-// \\\ - ,-' a / ! /'' %% ( -1'I/ LOCATION DESCRIPTION DATE INITIALS \ \ p. °i'E'h I / "I I S SEED AND STABILIZE. `\ \ \ \ S. FINISH GRADE SIDE SLOPES, \ ,, �' I T. UPON SUBSTANTIAL COMPLETION OF THE BUILDING, COMPLETE THE BALANCE OF // U1 ��-1, I l __ \ / SITE WORK AND STABILIZATION OF ALL OTHER DISTURBED AREAS. fr U. INSTALL BINDER COURSE OF PAVING. APPROXIMATE STOCKPILE LOCATION� _.-_, r ='. /� b `+ � 1 ( Z i D-' CONTRACTOR TO ADJUST SIZE & LOCATION AS ' �� r ;" r / !' /�' t / z D REPAIR AND SWEEP ALL PAVED _ �\�\\ �_ \ 4\,\(T__~ �� .1� � ,--/ �_n c, !f/ / W O Q W V. WHEN ALL OTHER WORK HAS BEEN COMPLETE REQUIRED THROUGHOUT CONSTRUCTION (TYP) _� I ! ,_/ ' f , C, Z Z Z AREAS FOR THE TOP COURSE OF PAVING. - - \ 1 k _ _ __ - _ -J r-� J 'P 11 iii " III III it=� - -_ ��;� - /-!/ �1� -" �Y, �, - / o :� , III Ili IiI ili =�%/\ l\ j-�/' -, 7 /� Stir. Tt t j, - I-- JV�,,,p \ !( d W Q Z W. INSPECT THE DRAINAGE SYSTEM AND CLEAN AS NEEDED. \`' / rr 'N /' of" ` /,\ "�I / �y k;Cy.v''4TFR rd ,��.' . /\�o _ Crr i / l 10 GLI/- / \� �_C` \ � O Q coV / (j g w X. INSTALL TOP COURSE OF PAVEMENT. \ _t Lu - DED AND MULCHED OR '. �\ `�- \\\x^ �/ \ �� / Cr / I = / W G Q Y. ALL REMAINING EXPOSED AREAS SHALL BE LOAMED, SEE I APPROXIMATE CONCRETE WASHOUT PIT LOCATION \' ^. !; 1L/l L l,1 l/�, -� f I I O a d0 SODDED WITHIN 14 DAYS OF FINAL GRADING. `� L f / 1-=_ - I-= W CONTRACTOR TO ADJUST SIZE & LOCATION AS \\\ / ! L l -- \\. / W _ Z. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROLS. REQUIRED THROUGHOUT CONSTRUCTION (TYP) � � �'� ` � � H O \ �", I I+I cn W_ N E AGE `t \\\ \ \\ \ \I / _ L� AA. CONTRACTOR TO REMOVE ANY ACCUMULATED SEDIMENT FROM DRAIN �= - od STRUCTURES OR BASINS. BART - _ -_ `�, N, 1„�� FYEV ' ` �y I Ill Ey PI E \ \ , X'z _� LL j lD COQ �` .-, 1. \`4 I NOTE: SEVERAL OF THE ABOVE ACTIVITIES MAY BE DONE SIMULTANEOUSLY. \, _ SUGGESTED SEEDING MIXTURES AND PRACTICES \ `` \ \ \ �-_r AREAS WHERE SEED RATE PER PROJECT DATES DATE INITIALS MIX APPLIES SEEDING MIXTURES BY WEIGHT 1,000 SQ. FT. SEEDING DATES 4- 20 iiiii" 00-01, 0 40 PROJECT GROUNDBREAKING bi FINAL STABILIZATION GRAPHIC SCALE IN FEET W ALL LAWN AREAS RED FESCUES 45% 1 LBS. APRIL 1 - JUNE 15 KENTUCKY BLUEGRASS 45% OR PERENNIAL RYEGRASS 10% AUG. 15 - OCT. 1 ROAD CUTS, FILLS, KENTUCKY TALL FESCUE 47% 0.95 LBS. APRIL 1 - JUNE 15 WOVEN WIRE FENCE SYMBOL SYMBOL SYMBOL DIVERSION DITCHES, & REDTOP 6% OR (MIN. 14 1/2 GAUGE I a a a n- a a 50'MIN. _I EXISTING } v ST VERSION E I BASINS CREEPING RED FESCUE 47% AUG. 15 - OCT. 1 W/ MAX. 6" MESH 2"X4" WOOD FRAME PAVEMENT m Y Y a a d a a a 10' MAX. C. TO C. 3 .S• SPACING) 6 MIN. STAKE /\1/ \ MOUNTABLE BERM g (n N (n v) ,n WHERE TREES ARE TO BE RETAINED, THE SEED MIXTURE SHOULD BE ADAPTED FOR SHADY CONDITIONS. �\ 36" MIN. LENGTH FENCE 1.5' MAX. �-- Z_ EXISTING FILTER �� OPTIONAL z t`/'„ z z z z z POSTS DRIVEN MIN. 16" �� GROUND CLOTH PROFILE (OPTIONAL) p m w w w w w INTO GROUND. FABRIC -� Z o o z 0 0 0 TEMPORARY SEEDING ANNUAL RYEGRASS OR 1-1/2 LBS. WITHIN 7 DAYS AFTER - _� �� 50'MIN. 0 0 0 0 0 v PERENNIAL RYEGRASS SUSPENSION OF �/ �` 3' MIN. O w o Z a aFJI a- a- a HEIGHT OF FILTER MIN. 0 0 0 0 � 0 0 0 GRADING WORK74 -� _�� w _ = 16 MIN. I 7:: o 5 I- a I t� tg +v .': _ _ �+.:•: EXISTING .V W W W . U V I��I� I `a: GROUND -� - I m a �� 8" MIN. �I I I-111' o' / / \\ 12'MIN: EXISTING a m o Ll 6 STRAW BALE `►' W� W W W �Od �,`�' `�' '�' * :'* a. 12' IN. > > m cn x vi x x x S * * 4. �, * / PAVEMENT W co co co co io co co co co PLASTIC LINING \/,\,/�.C\/ - _ _ _ � � .- BINDER NATIVE MATERIAL WIRE PERSPECTIVE VIEW DROP INLET BURIED FABRIC w o 0 0 0 0 0 000 (OPTIONAL) WITH GATE PLAN VIEW I- 36" MIN. FENCE POST -\ FRAME I I 10'MIN. ¢ 0 m 0 0 0 0 SECTION B-B �� ~' � � � � � WOOD OR NOT TO SCALE WOVEN WIRE FENCE (MIN. 14 �� 0 0 0 0 0 0 0 0 0 METAL STAKES SPACING)GEWITH FILTERCLOTH20"MIN. i"" _� ��, C O N S TR U C TI 0 N S P E C I FI C A TI O N S z " `° °° ° (2 PER BALE) C FLOW _-_ \ 1' MIN. SEE SILT - _ UNDISTURBED GROUND /---/- J Mi I I I I�I 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SILT FENCE CHECK. �- ':- -.- _`� FENCE SPECIFICATIONS. I� r-�� w ._ COMPACTED SOIL - - �� \� GATHER EXCESS I �_ I' 10' MIN. �- )(' B 16"MIN. �� AT CORNERS I I I II 2 AE30TFOOT MINIMUM SLENGNHSWOULD APPLY).T ON A SINGLE RESIDENCE LOT WHERE STOCKPILE B /(4 (�) EMBED FILTER CLOTH i-� �� --. U 7 , �� _ � ,�/ A MIN. OF 6" IN GROUND. _________1 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. Q � 1.5"x1.5"x42" STAKE DRIVEN ON O� r w ( ( (� SECTION"VIEW CONSTRUCTION SPECIFICATIONS 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT p Ln Lo Ln DOWNSLOPE SIDE OF TRENCH F� Q > I� 'l EOITRANCE TO SITE. OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE EXTEND 8" OF SILT FENCEco 00 7� N N CON STR U CTI ON SPECIFICATIONS 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY = o BELOW GRADE _ N BE USED FOR SHORT TERM APPLICATIONS. r� • :4.•' ('al 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING ANGLE STAKE 2' - 20' UPSLOPE 6F �a, m I I Y I N T 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF OF STONE. ,itFNMgk - OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- O � o �w SET STAKE 12" MINIMUM INTO GRADE srykF : ,,� •:. `- - - PLASTICv yvSTRAW BALE CLOTH T BE TO BE FASTENED SECURELY TO WOVEN WIRE 3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS w Z STAKED HAYBALES MAY BE 2. FILTER CLO 0 METAL WITH A MINIMUM LENGTH OF 3 FEET. IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. o o a w w SUBSTITUTED FOR SILT FENCE Cv_1>1� LINING PLAN (T�) NOT TO SCALE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. o w m = o -i / �i FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL a m o o v v L� SILT FENCE LOCATED CONCRETE WASHOUT PIT MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED 5-10' FROM TOE OF 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. PREVENT TRACKING OR FLOWING SH SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL NOTES: LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY DATE: 01 /25/2016 SLOPE N DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND MUST BE REMOVED IMMEDIATELY. CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. ., ' PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST 8. WHEN WASHING IS REQUIRED, O SHALL R DONE ON A AREA STABILIZED WITH SCALE: 1 = 30 STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). OF THE FABRIC FOR OVER FLOW STABILITY. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH PROJECT: #2015825 EXISTING � 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM 5- MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN MAXIMUN DRAINAGE AREA 1 ACRE QUALITY CONTROL CERTIFICATION SUBGRADE BACKFILLED TRENCH PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES "BULGES" DEVELOP IN THE SILT FENCE. RAIN. GROUP REVIEWED DATE 75% OF ITS CAPACITY. U.S. DEPARTMENT OF AGRICULTURE FILTER FABRIC U.S. DEPARTMENT OF AGRICULTURE STABILIZED U.S. DEPARTMENT OF AGRICULTURE PROJECT MANAGER SILT FENCE AT TOE OF SLOPE APPLICATION 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT NATURAL RESOURCES CONSERVATION SERVICE SILT FENCE NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE OF WASH WATER. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION SHEET SURVEY NOT TO SCALE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE ENTRANCE 9 ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL „� U J � J C CL •� o0 � o N O U p U v ai W W 0 N E Baa � W 6.6 al V a� � _3o CL B0 '-PISHI , RS ISL4ND U Cn � ir r cz - m cn iQ O U w N coN ,3. M co ca W (n m m m U c c,s J Ps„ •; CURVE DATA TABLE CURVE DATA TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE UNE TABLE LINE TABLE LINE TABLE CURVE DELTA RADIUS LENGTH CHORD CURVE DELTA RADIUS LENGTH CHORD LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH Cl 0°48'08" 3687.32 51 .63 N33'41 '26"W 51 .63' C12 89`01 '35" 301.00 467.70 N86°14'19"E 422.05' L1 N01'29'30"W 200.00' L12 N75'36'00"E 103.12' L23 S82'5V10"W 152.83' L38 S43'37'40"E 112.00' L49 N40°06'30"E 141 .16' L60 S8713'11 "E 83.00' L69 N41'43'32"E 94.38' C2 1°53'15" 3642.32 119.98 S33'09'41 "E 119.98' C13 33°32'32" 348.00 203.73 N58°29'48"E 200.83' L2 N34'05'30"W 241.26' L13 S24°49'00"E 270.52' L24 N34°37'49"W 187.16' L39 S84°24'10"E 155.12' L50 N85°07'48"E 202.50' L61 N16°20'20"E 130.30' L70 N86°50'42"E 46.30' C3 40'54'57" 248.01 177.11 S65'53'31 "W 173.37' C14 11'34'38" 973.78 196.76 N81°03'23"E 196.43' L3 N57'03'00"E 154.41 ' L14 S24'49'00"E 188.69' L29 N45'26'03"E 132.82' L40 N56°19'10"E ' 144.89' L51 S86'46'42"E 159.53' L62 N45'28'40"W 46.07' L71 N74'54'49"E 75.02' C4 12'02'54" 473.79 99.63 N87'37'28"W 99.45' C15 11'55'53" 905.00 188.46 N80'52'46"E 188.12' L4 N89'04'30"E 70.38' L15 S44'24'00"E 244.00' L30 N81*35'44"W 80.10' L41 N23'02'1 5"W 37.90' L52 N73°21 '48"E 115.31 ' L63 S44'31 '20"W 77.00' L72 N34'05'30"W 228.56' C5 35°45'49" 232.46 145. 10 N80'31 '23"E 142.75' C 16 104°10'58" 255.00 463.68 N86°10'59"W 402.39' L5 N89'04'30"E 47.04' L1 6 S89'59'00"E' 62.40' L31 S62'38'30"W 452.91 ' L42 N57'1 5'50"W 61 .40' L53 N 17'40'181 304.56' L54 S 17'20'1 0"W 91 .96' L73 S41'43'32"W 95.33' C6 67'11 '50" 42.15 49.43 S49'56'15"W 46.65' C17 33°32'32" 388.00 227.14 S58°29'48"W 223.91 ' L6 N33'26'50"E 77.21 ' L17 S15'53'50"E 239.64' L32 N27'21 '30"W 108.50' L43 N58'54'30"E 74.47' L54 S50'25'50"W 129.09' L65 FS 0 6-0 7'40"W 253.34' L74 S86'50'42"W 46.30' C7 31°51 '00" 70.09 38.96 S00'24'50"W 38.46' C18 11°34'38" 1013.78 204.84 S81'03'23"W 204.50' L7 N20'25'10"E 212.89' L18 S24'47'10"W 669.67' L33 S62°38'30"W 175.00' L44 N37°38'50"E 44.20' L55 N50°25'50"E 179.62L66 S48'04'40"'E 91 .00' L75 S74'54'49"W 64.49' C8 29'58'00" 129.93 67.96 S30'29'40"E 67.18' C19 1,1°55'53" 865.00 180.13 S80'52'46"W 179.80' L8 N19'50'00"E 344.50' L19 S38'04'10"W 253.83' L34 S06°05'00"E 42.52' L45 N21°39'30"E 97.03' L56 N65°34'10"E 218.80' L67 N16°20'20"E 130.30' L76 S45'26'03"W 122.30' C9 104'06'24" 20.00 36.34 N35'42'52"W 31 .54' C20 40'54'57" 288.01 205.67 S65'53'31 "W 201 .33' L9 S23'00'00"W 50.89' L20 N19'57'45"W 548.52' 1-35 N85'20'00"E 45.64' L46 S26'25'00"E 128.65' L57 N16*48'10"E 373.23' L68 N45'28'40"W 46.07' L77 N81'35'44"W 80.10' C10 31'51 '00" 100.09 55.64 S00"24'50"W 54.93' C21 12°02'54" 513.79 108.04 N87°37'28"W 107.84' L10 S68'23'00"E 145.80' L21 N78'56'50"W 240.94' 1-36 S84°06'00"E 160.30' L47 S52`09'36"E 229.16' L58 N18°02'30"E 518.33' L78 S62'38'30"W 100.00' C 1 1 29'58'00" rl59.93 83.65 S30'29'40"E 82.70' G22 35'45'49" 192.46 120.13 S80'31 '23"W 118.19' L11 S55'56'00"E 142.90' L22 N60'47'50"W 114.87' L37 N51'09'30"E 81 .80' L48 N19'45'24"E 68.52' L59 N87'46'07"W 313.07' L79 S38'44'14"W 126.49' 7-4 7-12 \ 7-6 3-1 . � 2-2 2-1 ' 1-8 1 d 11 7-5 L60 ) 7-11 L59 GAO \ \ 7-7 44D N/F WRECK 1-9 N/F VANHENGEL FAMILY �j ISLAND (NORTH) LLC / PROPERTY TRUST U `VACANT LAND` (� J 1-12 \ \ 7-10 7-8A N/F KINDER VH CORP LLC �6,� ,y 1-10 / 1V J W 6 8-1 8-2 EA57 H A R 5 ® R 7-81-11 / J N/F MAARTEN R. & CLAUDIA N/F RICHARD A. MILLER"VACANT 7-9 VANHENGEL "VACANT LAND` / / U mQ O / 8-4A S6' z\ W O z z �v 12-3 \ I ` z 8-8 N/F JOHN A. NIELSEN / Q "VACANT LAND` / 0 \� 19 \ / / 1 Q (j z / l pp p\ \_ \ / 8-7 8-6A 6 > D_ - Q O L, �5 INDEX w elf w w `� U 4 4'15 ' / SHEET No. DESCRIPTION - � L11 8-9 8-6 ��jh I 1 COVER I_w- p w 12-2 \ ) 12 / 9-1 N/F JONATHAN R. do MADORA = \ / #17 [n KIBBE � / 2 EXISTING CONDITIONS � N � 1,750' t 1000-4-4-16 FISHERS ISLAND DEVELOPMENT CORP. PORTION 4-4-4 8-11 3 OVERALL SITEPLAN ALONG SHORE L1 � 39.951 ACRES / N/F MARY DENNY WRAY 4 LAYOUT AND GRADING PORTION -\ 1996 TRUST 5 ULL 12-1 10-1, 10-8 10-2 N/F H. L FERGUSON MUSEUM, INC M j / AND SEDIMENTATION CONTROL UTILITIES, DRAINAGE, & EROSION "VACANT LAND" 4-4-5 8-12 8-10 / 6 SEPTIC DESIGN N/F GAINE GWATHMEY 12-7 #16 1000-5-2-3 / / 7 LANDSCAPE AND LIGHTING PORTION L8 L14 N/F SARA E. EVANS < 10-8, 10-7A,B , � � 0 L50 �1 L5`Z 8 DETAILS y 9 1000-4-4-8 L1 EROSION & SEDIMENT CONTROL PLAN 4-4- L16 1000-5-2-2 � 1000-5-2-4 <g v `�� D CcCv 11-4 #18 FISHERS ISLAND DEVELOPMENT CORP. #2 �-� ,� �a �,�� L35 6 �� HAMILTON ? #1 33.32± ACRES �,1$ N/F BRANDYWINE TRUST CO., RESIDENCESLC 7 AS TRUSTEE AUG 3 1000-4-4-9 C21 C2 �,�� / GyO L39 Southold Town Y a a LOT 1 MILLIKEN ro 3 ® -� SUBDIVISION 11-1 6 5,250' t �, PCH CLUB / -� �_ ALONG SHORE Planning Board o � � z 1979 C2 �'1� of BE #3 U z ( z z 3 L74 C19 o m Ld Li L7 �' N U U Z LOT 2 C C15 1 / / / \ / 1 0 m o o 0_ MILLIKEN <� G1� C14 L70 � �� / - SUBDIVISION L17 O d LLn `` zo o 0 of 1979 C1S / / �_ _� / \\ // cnof 1000-4-6-8 L2 �� / - cn0 m a a a WD m v=i 2 = vi � � � � � VACANT GOLF o 0 0 0 0 0 LAND C16 CLUBHOUSE / Li \ \ \ \ \ 4 L1 L24 G�2 FISHERS ISLAND DEVELOPMENT CORP. ® NOTE: ALL DEVELOPED ABUTTING PROPERTIES "1 � � � L22 11.62± ACRES / CONNECTED TO MUNICIPAL WATER AND HAVE o 0 0 0 o 0 FISHERS/STAND L2 DEVELOPMENT CORP. DEED O L21 LINE A N :� ON SITE SEPTIC SYSTEMS. Z N Ln L18 / F- ABUTTERS / ® U N :;) M-S-B-LJF OWNER USE F- 1000-4-4-8 1000-4-4-8 PRESTON REED, INC. SINGLE FAMILY RESIDENCE Q 0 o L20 1000-4-4-9 EDMUND M. CARPENTER SINGLE FAMILY RESIDENCE U-> ,n 15-19 \ / JOHN N. IRWIN, III & 00 co 1000-4-6-8 L1 JEANETTE IRWIN VACANT LAND / \ / � I I Y I 1000-4-4-15 EMILY R. CRISP REVOC. TRUST SINGLE FAMILY RESIDENCE m ® 1000-4-4-16 KANE K. BAKER SINGLE FAMILY RESIDENCE 0 0 o w z w w 15-16 & / \ / 250 125 0 250 1000-5-2-1 BRANDYWINE TRUST CO. SINGLE FAMILY RESIDENCEo o U Q w 0o CD w a_ w m = o J / GRAPHIC SCALE IN FEET m 1000-5-2-2 GAINES GWATHMEY SINGLE FAMILY RESIDENCE o_ m o in v v L� 1000-5-2-3 SARA E. EVANS SINGLE FAMILY RESIDENCE DATE: 01 /25/2016 1000-5-2-4 HAMILTON RESIDENCES LLC SINGLE FAMILY RESIDENCE SCALE: AS NOTED QUALITY CONTROL CERTIFICATION PROJECT: #2015825 GROUP REVIEWED DATE PROJECT MANAGER SURVEY ENVIRONMENTAL SHEET CIVIL STRUCTURAL ARCHITECTURAL 10- �� BRusH P. • co x 5.48 " � � ocnfPeEi S u oo s �r PORTION v \'- MAIN IN s 10„ 0-1. 10-a io-z o H SCALED S- `'Y PINE `r 4-4-5 •� (~j -aj N ;\ SLEV R MAIN s�- - a) _ ps IN RCE _ 9 12" ? C o c \ AT G D SEWS PINE �o Ps,omin.s 10-3 W � ca m C. � = m FO PPR��NG a-4-s W i CL o w 12 CR EXI ST1NG 8' Q n o PINE ajlt o \ 10„ a dj of / o \ PINE 10-6 IG-4Q cz i \72 I 5 CORNER POST PINE io-s B�dae/ 0 .� � M co 0 o I y c � �- U c0 N - 2- 2 0 � t „ Q, Q L N W co cl o I 1, ` PINE 15' M cM PIN LU Cn M 06rjOM�N 0 ® CLLUBHOUSE / V C 0 \ 7 �y O� / J O W ATE / \ o N � \0UTION ' II, w rc 915TRI6 U I U TEL P // \ \ / •q` '•'.'s. BOX OJ / IS cOUR LOCATION MAP SCALE 1 =400 \ �0 0 GAL.\ \ i TENN / \ STANK \ O \ p / T F<Fpyo EXISTSEP% l 4 T SEpT1C M.H�� j ST PIOgo / / \ \ EL• // �� prgoX AQP MAP REFERENCES "PARKING IMPROVEMENT PLAN -PREPARED FOR FISHERS-ISLAND . LOCATION CLUB EAST END ROAD FISHERS ISLAND, NEW YORK - SITE LAYOUT" BENCHMARK: 4" WATER / '` T ------ 4" WATER SERVIC DATE: 01-31-2002 SCALE: 1"=20' SHEET 1 OF 2 BY CME/CPK EL=12.89' (NGV029) T \ DESIGN GROUP. CME FILE #2001878 EBOX• � \ • \ - I \ APPROXIMATE 2. "SITE PLAN PREPARED FOR FISHERS ISLAND CLUB EAST END -�T TO NE ��\� �� ROAD FISHERS ISLAND, NEW YORK TENNIS PAVILION" DATE: 20p0' \`� 01-14-2004 SCALE: 1" = 20' SHEET No. 1 OF 1 REVISED THROUGH PIB D Rp�� - FENCE EDGE OF PAVEMENT W \ 09/01/06 BY CME ENGINEERING, LAND SURVEYING & ARCHITECTURE, APPROXIMATED EAST EN 14 > ` \ � � PLLC. CME FILE #2004800 1 p00' TO NEX o ROA \ y TI SEPTIC ::D � \ ReC RAIL H. / 0 1 GAL. -12-- - / \ �, NOTES ANDICAPEXI�T!NGGIN'K PARKING 5EP ' \g ~� m c �uNI��R�,X13.23 \ � � � 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE _rt d""'�.g.•\ \ oo \ 13.3 INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE BLDG. s 1 PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR I \ t � �BLUESTONE f1C TENNIS COURT 74 x �' 14--- WALK 1 EXCEEDS THE SCOPE OF THE ENGAGEMENT. TO REMAIN \ sEp1 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY F{ U PARKING ARF -\ X18_ IS O� OJ i I PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED \ EXISTING (GRASS) j/ GREASE 15.2 x LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. � O _ \� ` 1ERRY NW ��t \ -- Hr _4_ �� ° TSPS o �\ 1 I 1 lt] P r��•b C P -�` .•.., ELECTRIC \ ° _ 5 '. 3; � � � � I a, 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND T \ U 8 us� �► I SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL �G�c� Mn� O \ �L HT _ _ TRANSF. \ TENNIS ' TWIN LI HTS /-` - ?i-� \ pA o 12» I / / ARE THE PRODUCT OF THE LAND SURVEYOR. Y ° a x15.62 CURT 1 0 CHERRY CIO 20:1 STE ° I I / 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND ` s,>` � •--IH. ` \ 2Q�� I =' - ROX. LOTION \ o J l 1, 8„ „ ,� - 4" WATER SERVIC 1 ` CHERRY I r GEODETIC SURVEY TRIANGULATION STATION CHOCOMOUNT 2 \ L�T / J/ �-=-'\ \ BURI P I B STEPS: / / _ _ 2g j / \ \pl S CABLE 2 5. CLUB HOUSE SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF \ SIGHT /�� \ \2 " RAMP W� \ Box SUFFOLK TAX MAP 1000, SECTION 4, BLOCK 06, LOT 09.Lp „ x29. pl ..-; X34--- ` 30 P \ \cr 6. SITE IS LOCATED IN ZONING DISTRICT R-120. r l O \ \ {I I s ,4' M vt FLAG POLE X32.. 7. `�N " I$ CAF- , � / �` � / LIGHTS STONE LANDING 7. BASE FOR LEVELS: NGVD 1929 :. �.: STEP IG ^` // (TYP.) 3 I GH T OF LAWN / -28- = LIGHT WAY LIfyE t T 6� p ING I OMP \ SOIL CLASSIFICATIONS /• RVACNC 'q Bc - BEACHESCROSSWALK so. SPEED / CE FI�TIN BUR/ LIGHT // I I Du - DUNE LAND BUMP RAIL LAWN q T E 1'000' .0 N co I PIB - PLYMOUTH LOAMY SAND, 3-8% SLOPES � I S DOCK pY �DUMPSTER \ , Oa GAL o \ RdB - RIVERHEAD SANDY LOAM, 3-8% SLOPES J S v� EL.=36.17 Z v AREA _ RIVERHEAD VERY STONY SANDY LOAM, _ LOADING \ WOODITUMINOUS DRIVE \ \ \ \ ReC - RIVERHEAD VERY STONY SANDY LOAM, 8-185%SSLOPES AREA STEPS / ` TOP STEP VER PATIO / / CU O BITUMINOUDRIVEygY Z CO NC =36.63 oI p (RAMP 4 O QP � M . Q� STEPS 2 WIy(PRO SHOP EXISTING PINEeo02 TqIIE r II \I \ LIGHT cam+ CLUB r\ .� �Ks� -- / / `i ) r x r .A HOUSE 19 �, a.�. W / / D �O �� / IRRIGATION 1 PORCH RAI FENCE \ / z /f_� J Y CON { FF ® DOOR EL.=36.64 PORCH I` I' I I \ / I O� O ��1 i `' B , Rd B �, EL.=36.85 CHIMNEY EL.=36.34 +A / / / Z U Q O O JQO O r O O < � i LIGHT J/ / x36.35 >- \ G� I P / IV O QP P \\J \ ? EL.=36.97 O OBJ �P�r r ,. _ Q4.9 �O FINE r X 33.3 / , ., > N P� SAP \ \ / Z LL Z z z z O r ' _ LEGEND � 0 o O SLATE c / 3 / gRUS O X 34.7 �\\ WALK kNIPE \ / W Z r ' 1 36.31 x S / LAWN / / / PROPERTY LINE O Of H U RIGHT OF �� QQ�QO�,LIGHT I I / ��\ 0 ` �0 36.37 / / / �J / / / / ABUTTERS LINE -- I j Q WAY LINE J O� / J �'y� �� / ,� ( 4 / EDGE OF PAVEMENT > LLJ LL - f EL.=5W3 \ // / / TREE / / / Ld 0' LOCATION EDGE OF GRAVEL ------------------- 0 O- rn t/) LAWN �.O\ J, . / 3 l APPROXI ELINE EXISTING CONTOUR --- 24 --- w LL] z \ 1 f X 34.9 F�\ / ROW OF 9 - � / - I \ I / ME] OF SHOR STONE WALL _ 0 2 1� N W Qf ARBORVITAES �\Tom, / N X 34.7 X 34.5 .."'` / N EATI -. 1 ` �' r' �� , ` �. / RETAINING WALL W V) )N \ 34 5 PATH � � 0 \ � \ J \ ' FENCE SIGN 4 \ \ BITUMINOUS ReC r -'~•' o � � \ UMI ''��f,. � TREE LINE X I t --16-- 1 \ \ 6\„ \ \ \ \ _T CRUSHED �� o DRIVE ` \ \ \ OVERHEAD WIRES o/w bi STONE PARKING 1 w \ NOW OR FORMERLYLL- NIF \ o� x 34.3 7 G`c,`'1 �r'r �� UTILITY POLE -0- 1 BOUNDARY POINT P ,� f . \ CHERRY \ ` F \\ �.U c� \ \ \ v,. ` \\ / ; �Se /�; / 1 1 DRILL HOLE DH O 6 I t IRON MONUMENT • 1 \ /NGFOS r'�/ /SPLIT RAIL LAWN pNT 2 III / \ BRUSH\ --- ICHr , �� MERESTONE r� I \ I O / FENCE R d B I \ \ ! l SLOPES 20% OR GREATER F R / UsyED ---------- 24 \� STONE / PARKING 1 ` _. / �/• / / \ / _ � / 1 0 _ LAWN DRIVEWAY i / �- // // 22 \\ \ p m Y Y a a 00 (14 / AUG 31 2016 0' LIG SPLIT RAIL BRUSH (-Y-r `I- I FENCE /i '"� / / 2 O - SOuthOtd Towncn �..., _ j�� '' I I Planning Board o �' w w 6„ TREE r" /-i T � m \ X22-, k ' - I 4d 01O D ELECTRIC 26i �t� 11 Z a 0 0 PIV BRUSH / BOX. / C� / c� v Ld 111 = - \__. �� Y J..•. 30 / _ N o V) N \ APPROXIMATE LOCATION _ Ill = III _ � - III = III = III = I .= III ;� � 2\- '� / 6 �-. - _ � > > m V) = _ / "'EANHGH SHORELINE WATER - III III - /\\\ D u -- RPG D w w �� _ _ ,• \\\ -CES - �. / y /// Ld T ° D cD T LJ BRUSH � coN (N \ \ \ COASTAL EROSION HAZARD LIMITS \ 00 AS SHOWN ON COASTAL EROSION \ / - 0fl) 0 0 0 0 �� R e B 6 �. III N AREA MAP. TOWN OF SOUTHOLD. � \\� _ � 16 � _ SUFFOLK COUNTY, NEW YORK, `• \ z SHEET 41-Fl OF 49 8/29/88 BOUNDARY LOCATED �\ - ALONG SHORELINE ••• \\\ Z COASTAL EROSION HAZARD LIMITS - 2,200't � AREA AS SHOWN ON OTOWN COASTAL SOUTHIOLD, III Q �__' BC �-t_ \\\ BITUMINOUS • B� Dz HE PAVEMENT / SUFFOLK COUNTY, NEW YORK, _ H- 1� 1 SHEET 41-Fl OF 49 8/29/88 111 Q Ey FI - _ III HE '\ _ CpV �LhLO ` �\ HE Nm \ iLn cn \ HE r' - O o w 7) u z Li SHE � O W � '( = O 7 ice/ III w m o o U v SHED _.-< 77 \\�% HE _ �- {- - r -; III DATE: 01 /25/2016 7 \\\ - \\% ��" IIi SCALE: 1 " = 30' QUALITY CONTROL CERTIFICATION DEED �\\� III PROJECT: #2015825 GROUP REVIEWED DATE LINE % PROJECT MANAGER SURVEY \ - ENVIRONMENTAL \\ I III 30 15 0 30 SHEET CIVIL 7 - 2 STRUCTURAL \ ; ` I�I III / / GRAPHIC SCALE IN FEET ARCHITECTURAL C) DRAINAGE CALCULATIONS CL F, Ile 00 AREA 1 )N PAVED DRIVE AND STONE PARKING: 14,375 SF E CID CO REQUIRED = 14,375 SFX 1.0 X 2/12 = 2,396 CU. FT 0 ------ cli CD 0 W 2,396 CU. FT / 15.8 CU. FT/UNIT 152 REQUIRED UNITS •-- -------- a (8 I-C PROVIDED:160 UNITS F_ C-) (D A AREA 2 SANITARY MANHOLES 4. Lu STONE PARKING AND CONCRETE WALK: 8,429 SF ROOF AREA: 7,584 SF OUT \7 'A 0 FRAME E -0 TOTAL AREA: 16,023 SF E]TOP OF IF j- _�5 E REQUIRED = 16,023 SFX 1.0 X 2/12 2,670 CU. FT Lu < L: 0 ca 0 "A 1 30 28.7 24.4 W 2,670 CU. FT / 15.8 CU. FT UNIT 169 REQUIRED UNITS PROVIDED:169 UNITS 2 24 20.1 20.0 q3 06 7 cz a) c\j AREA 3 3 24.5 18.2 18.1 a) c\I PAVED DRIVE: 11,413 SF 18.3 15.1 15.0 • cy) U11 (n >, ROOF AREA:11,472 SF :6 co TOTAL AREA: 22,885 SF > 0 cd REQUIRED = 22,885 SF X 1.0 X 2/12 3,815 CU. FT / ti• \ ac\j W CO 00 RAIN GARDEN AREA = 2,750 SF W/ VARIABLE DEPTH 7cl) c+•)4,250 CU.FT 0 EL. 25.5 \7 ce) AREA W U) cy) PAVED DRIVE: 9,541 SFms 0 4 0 ROOF AREA: 1,005 SF J TOTAL AREA: 10,546 SF REQUIRED = 10,546 SF X 1.0 X 2/12 = 1,758 CU. FT 12 1,758 CU. FT / 15.8 CU. FT/UNIT = 112 REQUIRED UNITS 0 PROVIDED:112 UNITS 433 TOTAL0 0 7 0 0 4 PROVIDE 0 CONSTRUCTION ENTRANCE 0 (SEE DETAIL) 0 J 0 0 : f� � -1 -,1 TH 0 18 > 0 0 0 J 0 J 0 00P PROVIDE 112 VIDE 112 C STORMTANK MODULES V SET BOTTOMS AT EL 6.5 PROVIDE IFOR SEE DETAIL SEPTIC ( ) CATCH BASIN lE PROVIDE RETAINING S\ApES1G (SEE DETAIL) WALL SEE ARCHITECTURAL J TF-12 INV IN=9 PLANS (TYP.).�-' BENCHMARK: ROD EA 4 &,DRAIN LINE -fPROVIDE 18" MIN VERTICAL SEPARATION BETWEEN SANITARY 46, EL=12.89' (NGVD29) 7f, PROVIDE 169 N 8650 E' 00 4 4 'J, 46.30' C, STORMTANK MODULES SET BOTTOMS AT EL. 12.5 EXISTING STONE WALL (SEE DETAIL) (170'±) TO REMAIN PROVIDE 29± LF UNDISTURBED 4 Vx 00), 2' WIDE TRENCH DRAIN 0 (SEE DETAIL) MARK ALL ZA pp UTIUTIES AND PROVIDE PROVIDE 245± LF CATCH BASIN VERIFY INVERTS 2' WIDE GRASS SWAL 06 LEI (SEE,,'DETAIL) (SEE DETAIL) 10 AT START OF CONSTRUCTION TF=19.8 INV IN=16.8 r s 4 A_ _7 -7 REMOVE EXISTING GO / PAVED DRIVE. 0NAIL • PROVIDE ------------ xl! BENCHMARKWAG PROVIDE NEW BITUMINOUS DRIVE APRON TYP. ALL PAVED AREAS WITHIN PAVED t. 22 - EL= 20.37' (NGVD29) (SEE DETAIL) /xI LIMITS OF CONSTRUCTION PROVIDE 65± LF 2' WIDE TRENCH DRAIN (SEE DETAIL) I PROVIDE HARDSCAPE PATH (NO CURB). V vk- REFER TO ARCHITECTURAL 7' 2 DRAWINGS FOR MATERIAL 2 (J REMOVE AND DISPOSE OF / _ J { -30 EXISTING STONE WALL / - / tip` \\/ _ _. ._ --_ �R '_.___-_ "-', ' ..✓'' - - / " /• � SEE SHEET 6 FOR SANITARY SEWER SYSTEM DESIGN 0 .0 vif 7 _7 PROVIDE AND MAINTAIN CA 1 PROVIDE SAWCUT, REMOVE & REPLACE CONTINUOUS LINE OF A3 3 SILT FENCE EXISTING PAVEMENT AS REQUIRED / - co ESTABLISH AS LIMITS OF -2 m PROVIDE CLEARING, GRADING, & -T-, VALVE, LEGEND PROVIDE 2 2" CONDUITS PIR E 4 GROUND DISTURBANCE PROPERTY LINE z AND 1 3" CONDUIT & 6"DI LINE ABUTTERS LINE 1U HYDRANT C) PAVED _j APRON wc RELOCATED EDGE OF PAVEMENT PROVIDE 4" ASTM 1.7X --HYDRANT < 0 D-3034-SDR35 PVC FOOTING DRAIN EDGE OF ------------------- LIMITS OF CONSTRUCTION 0 SANITARY SEWER PIPE S 2 4" CPP 28 4� AREA TO BE DISTURBED=3.1± ACRES EXISTING CONTOUR M 110D 7- T PROPOSED CONTOUR 26 Zwz PAVE 20'X28' CART LLJ STONE WALL HANDICAP PARKING PARKING cl, L RETAINING WALL w g SPACES WITH SIGNS ?x / . I - , A)_ CL \ 36.9 I'_ z & PAINTED SYMBOLS STOCKADE FENCE 0 ft� _j < cf) 9 TREE LINE LLJ a �c � C)� 369 r PROVIDE < U) _j 2 4504 1 - LIMITS OF CONSTRUCTION 7� RLLULAIL AREA 3 "'-RAIN GARDEN NOW OR FORMERLY NIF �jl L AREA TO BE DISTURBED 3.1± ACRES- BURIED UTILITY POLE 0) cn UTILITIES 7_- 8) 't 41 WATER VALVE Ld 4- Lu Wv 0 36. 0 SAWCUT, REMOVE, I, - .J 5 36.. PROVIDE 5'X5' EXISTING BUILDING Lli C14 (n AND (SEE DETAIL, SHEET < DISPOSE EXISTING PAVEMENT/ A STONE SPLASH bi PROPOSED BUILDING - / 1011Y NO- PADS ROOF 0 7 LE 6 PROVIDE CRUSHED STONE %s (TYP.) x LL. 5 PROVIDE AND MAINTAIN A PARKING 36.9 (TYP. SEE DETAIL) 36 CONTINUOUS LINE OF 25-H.P.X 36.9X STRAW WADDLE UNTIL SLOPES 30 15 0 30 "PARE VEGETATED & STABLE PROTECT EXISTING RECREATIONAL / ai! PATH, PLANTINGS, & FENCE / \ _ . 5X GRAPHICSCALE IN FEET THROUGHOUT CONSTRUCTION 32.5 L 15i 33.0 36. 6. PR DE 160 ST �ORIMT MODULES P§ A .3 L U SET 80 OAT EL. 15.5' DVIDE HARDSCAPE (SEE DETAIL) s Pvc PATH NO CURB). REFER Z� 2 AUG 3 016 0- 0- Q- ROOF LEA TO ARCHITECTURAL PROVIDE (TYP.) CATCH BASIN PROVIDE DRAWINGS FPR MATERIA • WATER STORAGE // �-, ,-, • (SEE DETAIL )E 2 PAVED RELOCATE South6ld own TANKS TF-20.5 CAP PARKING 33.3X\ Planning oard cz HYDRANT co 0 Ln ES SIGNS & z APPROX. § 0 m IN INS 17 PAC Li Ld PAINTED SYMBOLS :��E STOCKPILE AREA LIMITS OF CONSTRUCTION m REMOVE PAVEMENT & PROV16/E/ EA 1, " / C-1 I 1 - z :�i - 0 (CONTRACTOR TO 33 0 3.3 N 0 0 CONSTRUCTION ENTRANCE US LINE OF '2' WIDE.-TRENCH,DRAI 0 ± LF /,, li ADJUST AS REQUIRED) PIROVI 73 PROVIDE AND MAINTAI (SEE DETAIL) A CONTINUO z Li Lu > FENCE 0 LLI Li ckf N, (SEE DETAIL),/' ESTABUSH AS LIMITS OF Lu V) :I__ I-- Z '�10, < a- R`GH n U) REPAVE AFTER CO STRUCTION SILT CLEARING, GRADING, & m < < a_ GROUND DISTURBANCE Q_ D LLJ LLI PROVIDE MATCH NEW > D m Ln 1:: U) CONCRETE PIT --'PAVEMENT (SEE-11 S IL SHEEI-'S3x AT EXISTING 0 0 C) 0 0 0 PAVED DRIVE ' / / j. w L, C\j N c14 N c\I 11) 00 (D �,1ro p \ _----- -- - - i / : 1 it-; Q PR 0 0 (0 00 00 PROVIDE 0 0 0 SAWCUT (20) c; (N r1) Lr) CO Z (TO < (PROTECT DURING CONSTRUCT7 5 ON) COASTAL EROSION HAZARD LIMITS -4,-V AS SHOWN BY COASTAL EROSION AREA MAP, TOWN OF SOUTHOLD, o C/) SUFFOLK COUNTY, NEW YORK, u') Y j SHEET 41-Fl OF 49, 8/29/88 00 co V) 0 Li _j PROVIDE 314± LF z COASTAL EROSION HAZARD LIMITS Lij CD 2' WIDE y AS SHOWN ON COASTAL EROSION r', 0 0 Fn < LLJ 0 Lu TRENCH DRAIN a 0 bi 0� 0 AREA MAP, TOWN OF SOUTHOLD, 0- m 0 1 0 1 1 SUFFOLK COUNTY, NEW YORK, (SEE DETAIL) SHEET 41-FI OF 49 8/29/88 PROVIDE AND MAINTAIN . . . . . . . 18 DATE: 01 /25/2016 p_ A CONTINUOUS LINE OF SILT FENCE SCALE: 1 30' ESTABUSH AS LIMITS OF CLEARING, GRADING, & QUALITY CONTROL CERTIFICATION GROUND DISTURBANCE PROJECT: #2015825 OGROUP REVIEWED DATE PROJECT MANAGER SURVEY ... \. _ / - ENVIRONMENTAL SHEET CIVIL STRUCTURAL BARLE) ARCHITECTURAL I I - FIA1LD COVE' U J " J co O 4 -� W N O U cb 41 / \ X10 __y.-�'e. �t Y o e• ca c \/ L CL °�' 34 , ^' l LU o in E e J Q) (t f`i'. 04 / \ t' `t i ■� L N O CV \ L t ( O i 7 (y) / \ cy) 00_ \\\\� \ r 1 2� -Xv Lu - PROVIDE \ - CONSTRUCTION ENTRANCE (SEE DETAIL) �C s \ \\1 \ \ *TH-2 \\ \\ - PROVIDE RETAINING - WALL SEE ARCHITECTURAL J ' PLANS (TYP ,- - ! BENCHMARK. ROD EL=12.89' (NGVD29) - ,;1^, $ 'a6 : ` - N 86'50'42".E t_L Od ' I 46.30' = 'r""3�-� - ` ��, .-, P, EXISTING STONE WALL D ROp` ;- - „ xt- (170'±) TO REMAIN S,t EN 6 / r _ 196•1 I , ;.- UNDISTURBED 00001-3 i ! ,, ' t' t✓..�.sbi. •fir' /� -- --- _ - OQa �';-, ,,�, �,�,. ,��x, l ray`. - � a_,F,r A :..S I _ I .. _, >r .- �'�,nM• 16 18 REMOVE EXISTING PAVED DRIVE. ^�� - G / — -Cv % \ a' PROVIDE NEW BITUMINOUS DRIVE PROVIDE _\ ; BENCHMARK.-MAG NAIL \ PAVED 18 _ _ is EL= 20.37' N'GVD29 I \ (SEE DETAIL) APR / /`` --- --- -- _,,..,_"! V;. C \', \ TYP. ALL PAVED AREAS WITHIN --- -- ,,,, �� `� �,� � � LIMITS OF CONSTRUCTION j��:"' �•` , PROVIDE HARDSCAPE PATH (NO CURB). / - - " - - -- F' I ✓Jl �+ / `` REFER TO ARCHITECTURAL i -- _ _- 0 - - - :" \,y \ �.. ,k f <2 ✓,: �r' \ DRAWINGS FOR MATERIAL REMOVE AND DISPOSE OF EXISTING STONE WALL \ . F ,, 30 5.OX17 6.9 PROVIDE SAWCUT. REMOVE & REPLACE EXISTING PAVEMENT AS REQUIRED 1 \\ N r I LEGEND PROVIDE t- r` oX', c y`� y PAVED r r, '`` 5 l . \ C.' r , / ^ ( / % PROPERTY LINE —— APRON } ABUTTERS LINE z \ ;�- •- r � .` / - �, --_ -_ '> EDGE OF PAVEMENT � l U F N EDGE OF GRAVEL ---------------- < LIMITS 0 CONSTRUCTION \ i i\23.5 L1 — — —— X3fi 7„ / pr , 1 \ - - O\ i AREA TO BE DISTURBED-3.1± ACRES EXISTING CONTOUR 28 — N yI � 2 \ I I PROPOSED CONTOUR o Z O z z z L.I. PAVE 20'X28' , CART / I /�2�• \ [ _ ,r _ Y.,: w I \ STONE WALL LL1 U HANDICAP PARKING PARKING \/`5 24.9 w V \ .- k .v A _F.. ._ SPACES WITH SIGNS �► \ x _f — / / 3 , Q _ I I 26 \ I RETAINING WALL PAINTED SYMBOLS i / / 9X / 36.9 , — r $ �5 �i O F-- & z i _\ 1 I STOCKADE FENCE F �� 36.9 36 X �� 'Qp, 24 \ TREE LINE w _ _7 LIMITS OF CONSTRUCTION T N r'` 3s.s 9 ' 1 �, I v I / > (n 1GN x36.7 E� 36 0 f / I ' ; NOW OR FORMERLY N F w w WA o / � . -� { L 6 AREA TO BE DISTURBED=3.1± ACRES VV UTILITY POLE 0 a- V) o) Y � '' � � G � . � I I l ) \ , i I WATER VALVE DQ W �/ W D y�'Pv' y i cv 1 / / I 0LLJ SAWCUT, REMOVE, AND 1^ A / 3s 9 ''' <;r r' / f EXISTING BUILDING Ld CV DISPOSE EXISTING PAVEMENT 5,'' - ✓_/ �o G �` oQSO 5 / :t/ awN C ,, �� r� PROPOSED BUILDINGli ROOF , (� g 36.7. LEADER PROVIDE CRUSHED STONE �, i . �. (TYP•) 36.s PARKING r 34. 5.0 / C` : 36e9 TYP SEE DETAIL ( ' ) i r 25,H.P.X r 36.9X ! 36. / 1 x `L� �., C \ \ I 30 15 0 30 PROTECT EXISTING RECREATIONAL ♦ r �r O13 - zo PATH. PLANTINGS, & FENCE / ! \\ .5X _ \ \ 6.0 c I I I GRAPHIC SCALE IN FEET THROUGHOUT CONSTRUCTION - �, 36.5 36X 36.5X ,'PROVIDE HARD'SOAPE fl \ Y\\ \ r 1 2016 AUG ' PATH (NO CURB). REFER 36. 3 I TO ARCHITECTURAL „ `°�: _= 1 I m Y Y < n a a DRAWINGS F9R,MATERIA '' t ;i' '`\ I �\ / . r '�� 33.3X� rte' l ` I Planning Board z Southold Town r' PROVIDE 2 PAVED ' / \ f t 1 " 2 HANDICAP PARKING �� _ �j•' / \ / 1 1 0 cn v) \SPACES SIGNS & - ,'��/ \ j ; �I_'_ o cf' z z Q' PLANTED SYMBOLS r w w r. /o / LIMITS OF CONSTRUCTION mZ o_ zREMOVE PAVEMENT & PROM E \ = ' - � ` � � \ ,, % � ' i '' � 0 0 zCONSTRUCTION ENTRANCE r i ` � C)(SEE DETAIL) �O v ; \ -- \\ / 9 33.3 .' ! / i' / 0 u o \ l Y 0 i`/ f _ � o a a v /i REPAVE AFTER CO STRUCTION HT 0 i ~ ,\ ® `L t I o `` o 0 o w \ WAY I\ - / '/ \\ ��/ / 20, I — Ld o N :5 J J a - -- co IQ. / a N = _ U) 'PAVEMENT /' / �.I, w �O \ - N \, -v r 0 0 0 o 0 0 _ _. AT EXISTING 35x ' \ PAVED DRo \ / _ o C14 IN 1 00 to \ \ \ \ \ \ CC) 00 0 0 0 0 0 0 PROVIDE SAWCUT ` 20 �' 1 o O I ^ `\ l ' / i t tt ;' j • Z cv r7 t to co �ry \, t (TOR y PROTECT DURIN CO,..: +.,` ... ' ,, t i ! .__ r�`T-- � '� �' Q \\ \ 5 \ G NSTRUCTION) �o ��/ e`'\ ! i / l �'t COASTAL EROSION HAZARD LIMITS ~ /AS SHOWN BY COASTAL EROSION \ I Q \ t \ •��, i AREA MAP, TOWN OF SOUTHOLD, p c" Ln Ln SUFFOLK COUNTY. NEW YORK, s', N N SHEET 41-FI OF 49, 8/29/88 21" 00 00 Ln L0 N CD COASTAL EROSION HAZARD LIMITS /// \ • _ _ - \ Y czD o AS SHOWN ON COASTAL EROSION \ ........... 111 ; l\ ' � m o o v 0 o w = o AREA MAP, TOWN OF SOUTHOLD, %// _ - 111 = SUFFOLK COUNTY, NEW YORK, - = III = III = III SHEET 41-FI OF 49 8/29/88 - \\\ - ' -��' '8 � DATE: 01 /25/2016 SCALE: 1 " = 30' PROJECT: #2015825 QUALITY CONTROL CERTIFICATION " GROUP REVIEWED DATE —� O PROJECT MANAGER —� \ SURVEY i SHEET ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL BARLEY FIELD COVE U DRAINAGE CALCULATIONS -1 AREA 1 PAVED DRIVE AND STONE PARKING: 14,375 SF --f-',N REQUIRED = 14,375 SF X 1.0 X 2/12 = 2,396 CU. FT J --_ / `' OP W2,396 CU. FT / 15.8 CU. FT/UNIT = 152 REQUIRED UNITS _ \ti i \ / 'dl'�� L co (o o PROVIDED:160 UNITS -- -- --. No H q STONE ARON2PARKING AND CONCRETE WALK: 8,429 SF SANITARY MANHOLES14- 0 ROOF AREA: 7,584 SF / 3 TOP OF FRAME INV. IN INV. OUT �� _ 1 / / U TOTAL AREA: 16,023 SF E `r _ l S/ r �� } ;HKs `,"E� /` W /�� m Pte;; F . V Rf = REQUIRED = 16,023 SFX 1.0 X 2/12 = 2,670 CU. FT �'- -•- - - � � i a _° / 1 30 28.7 24.4 / - I , ' /-*" "r.\, - �"o o m E 2,670 CU. FT / 15.8 CU. FT/UNIT = 169 REQUIRED UNITS - a Y `� q t� PROVIDED:169 UNITS ice ' SNE c•» � �r.. w 2 24 20.1 20.0 \; a AREA 3 3 24.5 18.2 18.1 \/ ��1' ,^ ; Fr :�j r p _ PAVED DRIVE: 11,413 SF Fcr G4 ': (y c"tri - U J 0 4 18.3 15.1 15.0 ` r �1 '\ ,' rTE� <\ �cJ" � q` "'vo :>` ��' � N cV TOTOAL AREA122,885FSF \ \ \ -ms`s{�\\:;r �y T\�;- \ /, \ yam• (O �+ oC r / G;? ■� N \ / E= M REQUIRED = 22,885 SF X 1.0 X 2/12 = 3,815 CU. FT \ i / `/ \•,,,- ti.=.. > `° "- °� i vtNr � 0 CU N RAIN GARDEN AREA = 2,750 SF W/ VARIABLE DEPTH `, /" / / `iyi` t7 \ N W 00 00 4,250 CU.FT CSD EL. 25.5 / /\ / / / ��r 1, yam_. c) i W co PAVE DRIVE: 9,541 SF (c , \'� \ �� /yam CC ROOF AREA: 1,005 SF - � \ / G U TOTAL AREA: 10,546 SF I O REQUIRED = 10,546 SF X 1.0 X 2/12 = 1,758 CU. FT 1,758 CU. FT / 15.8 CU. FT/UNIT = 112 REQUIRED UNITS PROVIDED:112 UNITS 0 i 433 TOTAL Lu \� p O \ X_L " ,sqa I 7 ` \\ / r':'fir, O p O _. \ \ O O O TH-1 `\ O \ +TH-2 ' O i. PROVIDE 11 p,REA STORMTANK MODULES FOR SEPTIC '\ SET BOTTOMS AT EL 6.5 PROVIDE \` \ i P F Y" ` SE E� 6 i`J ':, /` ,ac{'` f+:,`n (SEE DETAIL) ;;; f'.', CATCH BASIN t SEE SH DESIGN / F` 00.0. I ',;f'r (SEE DETAIL) TF=12 tt n INV IN=9 PROVIDE 18" MIN VERTICAL SEPARATION BENCHMARK: ROD �- Ll, BETWEEN SANITARY &, DRAIN UNE "' ..., EL=12.89' (NGV029) - - ,t —1 EA PROVIDE 169 - STORMTANK MODULES SET BOTTOMS AT p,O rrY, (SEE DETAIL) PROVIDE 29f LF 2' WIDE TRENCH DRAIN (SEE DETAIL) PROVIDE F':;t ❑�❑ \ nT,c. MARK ALL ` UTILITIES AND d :>;•r, \ } '"�x t, r� �. w - PROVIDE 2451 LF /"�° �'.` ``3 � •; \ CATCH BASIN ;00 4 !" VERIFY INVERTS �, %' , O ('£ \ \ r ,. 2' WIDE GRASS SWALE :' m' c> (SEE DETAIL) - °; !r % 00" AT START OF '� :=' c _ � ` (SEE DETAIL) \j INV F=16.8 CONSTRUCTION Y, L <1` tJ� y a s r_, r 'G n,c. FV5,5; \ fir•: (�''ty I C.t.. 7 �') Y +C< 'P- ` \ �'hT,n L" �O.:�Of •,,. e /u G5 \ r A �t ;- _ � � °{• � BENCHMARK:MAG NAIL •� `- _, \, EL= 20.37 (NGVD29) ' PROVIDE 65f LF - 2' WIDE TRENCH DRAIN (SEE DETAIL) \ s 1 �,// �'' p:N. r '•. �� ;" I , SEE SHEET 6 FOR SANITARY P �� / Y ;,: 1 \ - r SEWER SYSTEM DESIGN �� / PROVIDE AND MAINTAIN - c°`` CONTINUOUS UNE OF z SILT FENCE Q ESTABLISH AS LIMITS OF — O " ;L, x<<k PROVIDE CLEARING, GRADING, & LEGEND PROVIDE 2 2 CONDUITS AND 1 3" CONDUIT -' i' u `'r`v` \\ & 6 DI LINE GROUND DISTURBANCE Of • r PROPERTY LINE O a Q TO HYDRANT ABUTTERS LINE -- `1 RELOCATED Z C ) Z PROVIDE 4" ASTM \ \' / U i �' I o �c�` '`"A ``N E HYDRANT EDGE OF PAVEMENT Q O W \ NG DRAIN ------------------- D-3034-SDR35 PVC F0071 3 0 E r{ F� EDGE OF GRAVEL O 0 SANITARY SEWER PIPE J / ` t_ f 4 CPP -- - - % PROPOSED CONTOUR 26 O z W U \ ,\/ u z'i.~ ,-s .•. ,�, "_, } .^_ STONE WALL .. .. �. r\ �. LLw Z a RETAINING WALL 0 p y i STOCKADE FENCE �5' Sr p � Z W O TREE LINE j Q (-- J \GHT 2 R` - r' / 4 :`:` / l y �, fT PROVIDE NOW OR FORMERLY W (n L1N so i RELOCATE AREA 3 RAIN GARDEN NIF ,�jOf - Q Q wAY / ;ti"4" BURIED UTILITY POLE �- /� Z. (SEE DETAIL, SHEET 8) I �/ / Z F— UTIILITIES WATER VALVE = Q W ZWv LL0 PROVIDE 5'X5' EXISTING BUILDING C'4 - STONE SPLASH cc INV. 23.5 PROPOSED BUILDING = L � PADS � V) O Lli PROVIDE AND MAINTAIN A I cn / " CONTINUOUS UNE OF Ld 4' // -` ° STRAW WADDLE UNTIL SLOPES 30 15 0 30 ARE VEGETATED & STABLE GRAPHIC SCALE IN FEET 32.5 33.0 P; DE 160 .i/ // STORMY K MODULES SET BOTTO AT EL. 15.5 (SEE DETAIL) R6" PVC - ROOF LEAD 1iAUG 31 2016 Y Y <a 0 PROVIDE PROVIDE BASIN aa aa an CATC (TYP.) // J�� . (SEE DETAIL `� Southold Town 4„./! / WATER STORAGE \ ; ��r' \\ Qw =1,1,'� RELOCATE 4 1 TF=20.5 ” TANKS \ jam; / c' HYDRANT �- ` i: Planning board � N APPROX. cf= U) O w w INV IN=17.5 /� r _ i ,/ \ O 9 Z U) STOCKPILE AREA �` �� T I m !v AREA 1 / (CONTRACTOR TO c / \ ,� , i I! I Z � o o z / PROVIDE AND MAINTAIN r _o \ ADJUST AS REQUIRED) / \ ! PROVIDE 73t LF r'; O U f x 3.3 ; A CONTINUOUS UNE OF _ �' o ~ ~ 2 WIDE TRENCH DRAT SILT FENCE II'i o `` z o o w \ (SEE DETAIL) WPB ��\� % a ESTABLISH AS LIMITS OF ~' N Q w ' p' CLEARING, GRADING, & ; ,I I - 0 om a ' ,_\ /'.y t' ; GROUND DISTURBANCE I __ > m D _ _ PROVIDE CONCRETE S PIT LLJ , EE DETAIL, SHEE �\ w oN \ O N 0 0 0 0 0 Z N M � co Q COASTAL EROSION HAZARD LIMITS AS SHOWN BY COASTAL EROSION Q AIREA MAP, TOWN OF SOUTHOLD, `/' SUFFOLK COUNTY, NEW YORK. j �" N N SHEET 41-Fl OF 49, 8/29/8800 00 Lu 7 i PROVIDE OLi 0 0 0 COASTAL EROSION HAZARD LIMITS / \ 314± LF \ ';. ', 7) Y z o AS SHOWN ON COASTAL EROSION /// \ 111 2 WIDE `-' Of O w o S O J /// ; � 111 TRENCH DRAIN ;;- ' ` ;.'- m 0 c O O L� AREA MAP, TOWN OF SOUTHOLD, - 111 = SUFFOLK COUNTY, NEW YORK, = III = III - III = 11 I = III = (SEE DETAIL) :\, / SHEET 41-Fl OF 49 8/29/88 - _ _ PROVIDE AND MAINTAIN %\� DATE: 01/25/2016 A CONTINUOUS UNE OF SILT FENCE _ ID " ESTABLISH AS LIMITS OF SCALE: 1 3O� - CLEARING, GRADING, & ••• QUALITY CONTROL CERTIFICATION GROUND DISTURBANCE =" ' PROJECT: X2015825 GROUP REVIEWED DATE PROJECT MANAGER —� \' SURVEY ... '.` `'. \ -' SHEET ENVIRONMENTAL CIVIL rJ STRUCTURAL ARCHITECTURAL BARLEY FIELD COVE \ I STANDARD MANHOLE COVER WYE CONNECTION GRAVEL FILL I BACKFILL 45' NORMAL i t / 40 40 J FITTING INSTALLATION r '1 - 10 - /\ PROPOSED ( I SLOW SEWER EDGE OF NORMAL CONNECTION � // 1 = z FINISH GRADE SMH 1 i _ TRENCH LATERAL \� `�/ �� I / O - STA=0+60.55 EXISTING GRADE .� o 1 v \/ \ � � Q I i TF EL.=30.00 �1�� - E 9 0' \I� ' / 0 - ___I_________________ - --- - ----- - ----I---,-- - ---- W '� N O U ' 'I, _ z I 6 - r\ / .� �, i STA 1++06.89 I I SMA=1+96.31 I •� U INSTALL BEND j' -' - � /� z I_ Sp I TF EL=24.00 I TF EL.=24.50 I I _ - i -Y o c ° - - -- - ------ 3 AS REQUIRED \ , % �/ 1 PROVIDE AND MAINTAIN / 309- - - - s�e'ss I --- I ----- I W ,= o \/ \/ CONTINUOUS UNE OF / _ '°� - ---i__-_-_.-.-_-_ O (, N = -a _ m 6" CONNECTION \* 6" G� \; U J , 00 / /' 0 P,Nf L o NOTES: � �� /� ._� �t � /• /� � � L © � O 1. LUMINAIRE # 22 382 - SEE SPECIFICATIONS / 7 �Q ,27 _ N O U / 7 �/ // E I ■ C U LLJ fn HOLLOW WALL CONCRETE \i � � • •--•- - � Oeo � � ro = C°' �/ \ /- I ,o ,5 I ..rte. O ,n E 6Y2,r /// `�� Q O w U CONSTRUCTION CONSTRUCTION i `� 5° •- 55/8„ - i '\ d ,a /� ~ 06 �c ai ai V —> --------- P \ /\ O ■ E a N Gi /� v \, / PINE `r` '^ LEj co 'L c coN 1 /i /\ Q L N W co ADJUSTABLE MOUNTING \ \ c) M 0o BRACKETS - / \/ ` W (n co 5/8-- Y4' 3y4" V = \7 23/4„ @ - 2Y2„ /8” J t 2 DRILLED & TAPPED BEGA WALL LIGHTING XYZ" NPT OPENING41 MODEL (2382LED) u vR HITCHEN POST GOOSENECK LIGHT / MODEL (WHS20—PC—G19) *TH-1 \, / *TH-2 \ BENCHMARK: ROD EL=12.89' (NGVD29) *1 X16 00 c 8 c� r OOO o CHER !\`/��/� li CSO ER ' t•+ {.� - „ s Y AG USN � ON R Jy i- G • D F o BENCHMARK:MAG NAIL o EL= 20.37' (NGVD29) „'a a `oW AURORA PATH LIGHT KG SES .+ E PE ucuEl G PNE p,N 'UN MODEL (LP L6 LA JOLLA) REQ�VROEP UG'r1 A i S 5 RECE OP # 'gE IR OCP' NUM L J •WPI- � SO rl _ V1guR - , c � • uG� PNE - •FEgCU � c" . I�. I � tJ LEGEND Z PROPERTY LINE i PINING lAW —— p, P c ABUTTERS LINE Y ''+ EDGE OF PAVEMENT Z U jEDGE OF GRAVEL � V1gURNVM I EXISTING CONTOUR ———x288 ——— Q J FEgCUE ". PROPOSED 'CONTOUR Z O Z z w w Q Z ° HEM� STONE WALL < RETAINING WALL .. .. F ' vZYP1 `+ # N�E IP1. N STOCKADE FENCE —�5 /7' 0 Q U� (! Z IGHT O i EXE USE ' Boos TREE LINE W w Q LLJ WAY UNE r so. NO NOW OR FORMERLY NSF ? w w cn � UTILITY POLE f D c) 7 WATER VALVE � � V O w / V i -• •_ . PRO SSP 4 � EXISTING BUILDING ® � w CV LAWN TREE PROPOSED BUILDING � = Q �UNpER r -MOS r , pS1 RE, I�HEDGR1N- o 4 30 15 0 30 r GRAPHIC SCALE IN FEET r LOW NG i 4 — 9 111 / ��1^e� r •• � CUE — �` �guRN PRB°R — r UW GNfrI / •SOU � - a � _ \` E � AUG 3 201 } v a a r vG1it WN i \\ a III m Y Y a a a `� i FIXR1WE5 WN �% \ 11 — Southold Town i� \ , SO \\ = I Planning Board z \ _ 0 W W PGj i j r Mp 1 ; �v \\\`\ CEK \\\ III Z o \J �\ IA \ � tyR qv- . - E1l�N�E �> III N v o z z 0 Y 4 O c) \ R,GNT OF \ vi vi t III — o o w w o \\ WPY L1NE � - .• - EXIS�NG \\\ . � � i.� _ ,,, N o oLi MAIH�AFlX�RE \ III I o m Q w a UG \\ / % BRUSH l H 0] w uGIf�ING+ }� Y .r - r� vim^ �` _ W o C 0 0 0 0 0 o N N o 0 0 0 0 o O t`� r Z N r7 ca 0 1 • OHERRY � ¢ O BRUSH B.1RE .t BRUSH ff++ . ` BRUSH Q O' COASTAL EROSION HAZARD LIMITS \\\ F- -30 /� AS SHOWN BY COASTAL EROSION I Q AREA MAP, TOWN OF SOUTHOLD, N SUFFOLK COUNTY, NEW YORK, 111 �n n _ Y SHEET 41—Fl OF 49, 8/29/88 00 00 I - L0 111 0 [ = o 'T , m N I I Y Qf I N COASTAL EROSION HAZARD LIMITS /// / \\\%\\\ \/ -r�7 o o AS SHOWN ON COASTAL EROSION ///\ - X11 \ / \ r �'; 111 Y `z-' o AREA MAP, TOWN OF SOUTHOLD, a m o o o SUFFOLK COUNTY, NEW YORK, - SHEET 41-F1 OF 49 8/29/88 DATE: 01 /25/2016 \ SCALE: 1 " = 30' PROJECT: #2015825 QUALITY CONTROL CERTIFICATION � ''-I_ \ //i\\ <4 ` I ?<,) GROUP REVIEWED DATE PROJECT MANAGER —� •• J /\\ SURVEY \ ... \ /// VID ENVIRONMENTAL \ \ �_ �� \\\ � �� ' SHEET CIVIL STRUCTURAL — \ `( \\// $HED � ARCHITECTURAL BARLEY FIELD COVE U = o- •_ 00 � o i. o m 0 SAW CUT EXISTING PAVEMENT (TYP) '- V Y O U C) a� TYPE II MICRO-SURFACE OVERLAY (TO BE APPLIED ROADWAY W � � o � � Q�Qg- 1.5" (MIN) TOP COURSEPAVEMEI` -� E cz 2.5" (MIN) BINDER COURSE PAVEMENT (n L "a = a> EXISTING UNDISTURBED STORMWATER OPERATION AND MAINTENANCE AGREEMENT W a � W PAVEMENT FISHERS ISLAND CLUB CLUBHOUSE g' (UNKNOWN THICKNESS) EAST END ROAD, FISHERS ISLAND, SUFFOLK, NEW YORK t cz - p o oo_0 0 C=I 17 10[=1 o_o_o_o o q ALL VERTICAL EDGES OF U m N O �4D��4D� O a N ® ® OWNER: FISHERS ISLAND DEVELOPMENT COMPANY O � a� N p p EXISTING PAVEMENT SHALL m 6 M /\\j\\j\\j . \\j\\j\\j RESPONSIBILITY: o `z cn O O O O an O O O O an c ` 10DO0000000boll BE PAINTED WITH ALIGHT \//\//\//\/ \//\//\ � � ao O O O O d> O O O O ao COAT OF ASPHALT EMULSION / / / / / / � N �n p oo 0000® ooap %\\j\\j\\j \\j\\j\\j i N LU 00 moo ®0000 OWNER OR ITS ASSIGNS SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE OPERATION AND MAINTENANCE PLAN FOR THE Q M CO 00 p D O O 4 D O O O O 4 D O O 4 E 1'_6" 6" MINIMUM COMPACTED /\\/ /// \\//j//j FISHERS ISLAND CLUB CLUBHOUSE AND FOR ANY CORRECTIVE ACTION REQUIRED. W � 00 ae O O O O en O O O O a> o®gyp GRAVEL SUBBASE /��/jam//\j \\j\\j�\\ 1- 1/2" CLASS II C d0000C=I 0o aooZ3c=1m /\\j\\j\\j \\j�j\\j BITUMINOUS CONCRETE c 4D4DaD4D4D SUITABLE NATIVE MATERIAL \//\///// \\//\\//\\ CONSTRUCTION PHASE (� _ TOP • • ♦ • ♦ ♦ BACKFILL COMPACTED TO 1-1/2" BINDER COURSE ISOMETRIC VIEW ♦4 D•4D♦4D♦4D•aD• 95% MAXIMUM DRY DENSITY \��j\\j�\j \\j\\j\\j •v vo v♦a vo v♦v v° //�\ / TRENCH WIDTH // GENERAL PROVISIONS: J °4 D•4 D♦4 D•4 D♦4 D° / oo �� 0 1. CONTRACTOR TO INSTALL AND MAINTAIN DRAINAGE FACILITIES AS SHOWN ON THE PLAN SET TITLED: (FISHERS ISLAND CLUB, BY CME LIMIDID o ASSOCIATES, INC., DATED 01/25/2016, REVISED 08/15/2016). aD4D4D4D4D `� o •a e•e e•e e•a e•a e• o c0 0 77o ♦ • 0 ♦ / #v 1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW. SAW CUT TO 2. PRIOR TO CONSTRUCTION, ALL EROSION/SILTATION CONTROL DEVICES SHOWN ON ABOVE PLAN SHALL BE INSTALLED. TO PREVENT N •" •" •eo•a •" • BE PERPENDICULAR TO THE EXISTING SURFACE. SILT INTRUSION INTO THE DRAINAGE SYSTEM DURING CONSTRUCTION, THE CONTRACTOR IS TO INSTALL INLET PROTECTION AT ALL , to aD4D4D4D4D 12" ROLLED GRAVEL SUBBASE CATCH BASINS AND SET SILT FENCE AT ALL SLOPES WHICH MAY ERODE IN THE DIRECTION OF ANY OPEN DRAINAGE FACILITIES. 2. REMOVE & DISPOSE OF ENTIRE WIDTH OF PAVEMENT OFF-SITE. PER M.02.02 OF FORM 816 SUCH PREVENTIVE MEASURES ARE TO BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. ♦ ♦ ♦ ♦ ♦ ♦ ; °aD°4D IN 93 IN D D♦aD°4D°4 D• 3. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATED BITUMINOUS CONCRETE PAVEMENT 3. EROSION CONTROLS ARE TO BE INSPECTED ON A DAILY BASIS. UPON DISCOVERY, THE CONTRACTOR SHALL REMOVE ANY SEDIMENT •a D°Q D°Q D°Q D CAPACITY CAPACITY OF 90 PSI. NOT TO SCALE FROM AN EROSION CONTROL STRUCTURE. � �< °Q D°Q p°Q viV° D° 4. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH THIS 4. ALL EXPOSED SOILS SHALL BE IMMEDIATELY STABILIZED TO PREVENT EROSION. FRONT SIDE EDGE WITH THE PROPOSED EDGE. (MC-70 PRIME COAT) 0.4 36" SIDE PANEL GAL./S.Y. 5. UPON INSTALLATION OF CATCH BASINS, INLET PROTECTION SHALL BE INSTALLED AND MAINTAINED UNTIL READY FOR PAVING. NOTES: 6. PRIOR TO CONSTRUCTION OF IMPERVIOUS AREAS, ALL DRAINAGE STRUCTURES AND PIPES SHALL BE INSTALLED AND INSPECTED FOR STORMTANe MODULE 1. SIDE PANELS TO BE INSTALLED TYPICALCROSS SECTION FOR MATCHING PROPER FUNCTION. DURING CONSTRUCTION OF OTHER SITE FEATURES DRAINAGE FACILITIES SHALL BE INSPECTED ON,A DAILY ALONG SYSTEM PERIMETER, UNLESS BASIS AND CLEANED/REPAIRED IMMEDIATELY UPON DISCOVERY OF SEDIMENT BUILD-UP OR DAMAGE. INSTALLED VOID NOMINAL OTHERWISE SPECIFIED. EXISTING PAVEMENT AT TRENCH NAME HEIGHT CAPACITY CAPACITY RATIO WEIGHT 2• REFERENCE CURRENT INSTALLATION NOT TO SCALE 7. AFTER PAVING IS INSTALLED, IT SHALL BE SWEPT CLEAN ON A MONTHLY BASIS. ST-36 36" 13.10 cf 15.80 cf 97.00% 33.10 Ibs. INSTRUCTIONS FOR PROPER INSTALLATION PRACTICES. GRASSED SWALES & DRAINAGE CHANNELS/TRENCH DRAINS: 1. CONTRACTOR TO INSPECT SEVERAL TIMES DURING THE FIRST FEW MONTHS TO ENSURE THAT GRASS COVER IS ESTABLISHED OR STONE SURFACE IS STABLE. AFTER ESTABLISHMENT, INSPECTION TO OCCUR SEMI-ANNUALLY AND AFTER EVERY 0.5 INCH RAIN EVENT. 2. CONTRACTOR RESPONSIBLE FOR ALL ASSOCIATED MOWING DURING FIRST YEAR OF CONSTRUCTION. (MOWING SHOULD BE PERFORMED WHEN GROUND IS DRY TO AVOID RUTS AND COMPACTION) 3. THE GRASS SHALL NOT BE CUT SHORTER THAN FOUR INCHES AND ALL CLIPPINGS SHALL BE REMOVED. 4. CONTRACTOR SHALL CLEAN SWALE AFTER SITE IS COMPLETELY STABILIZED AND PRIOR TO TRANSFER OF OWNERSHIP TO OWNER. 2" OF CRUSHED STONE MEETING CATCH BASIN SUMPS: STEP 2: STEP M.01.01 No. 6 (1" MINUS) STEP 1: 1. CONTRACTOR TO INSPECT WEEKLY OR AFTER EACH 0.5 INCH RAIN EVENT AND CLEAN AS NEEDED. REMOVE THE SIDE PANEL FROM MODULE AND PLACE ON FLAT INSERT THE SHORT SIDE OF THE BRENTWOOD WRAP SPECIFIED GEOTEXTILE FABRIC AROUND THE ENTIRE SURFACE. LAYOUT AND CUT OPENING INTO SIDE PANEL FOR INLET/OUTLET PORT THROUGH THE OPENING IN INSTALLATION OF STORMTANK MODULES (REFERENCE BRENTWOOD 2. CONTRACTOR SHALL CLEAN SUMPS AFTER SITE IS COMPLETELY STABILIZED AND PRIOR TO TRANSFER TO OWNER. INLET/OUTLET PORT CONNECTION. THE SIDE PANEL, PLACING THE MOUNTING DOCUMENT "SITE PREPARATION AND INSTALLATION REFER TO DIMENSIONS BELOW FOR OPENING PLACEMENT AND PLATE AGAINST THE SIDE PANEL. DRILL HOLESo INFILTRATION SYSTEMS & BASINS: THROUGH THE SIDE PANEL USING THE INSTRUCTIONS"). CUT "X" INTO GEOTEXTILE FABRIC AT PIPE o SEE TABLE BELOW FOR OPENING SIZE. LOCATION AND PEEL EDGES OUT. CONNECT GEOTEXTILE FABRIC �cQ�, PRE-DRILLED HOLES IN THE INLET/OUTLET TO THE PORT WITH SS BANDING, WATER RESISTANT TAP OR ooho o0 d�000cQ� 1. CONTRACTOR TO INSPECT WEEKLY OR AFTER EACH 0.5 INCH RAIN EVENT. PORT MOUNTING PLATE. ATTACH THE PLATE o TO THE PANEL WITH NYLON ZIP TIES (MIN. 50 NYLON ZIP TIE. 8 COMPACTED SUBBASE 2. INSPECTIONS SHOULD FOCUS ON THE DURATION OF STANDING WATER IN A BASIN OR IN THE OBSERVATION WELL OF AN Lel. (222N) TENSILE STRENGTH. PULL TIE UNDERGROUND SYSTEM AFTER A STORM. (PONDING WATER AFTER 48 HOURS INDICATES POSSIBLE CLOGGING OF THE BOTTOM OF y 4 17%s" THE INFILTRATION STRUCTURE) / , UNTIL TIGHT. road•- hc;ti FINISHED CRUSHED STONE DRIVEWAY GRADE SEAL FABRIC TO 3. CONTRACTOR SHALL CLEAN BASIN AFTER SITE IS COMPLETELY STABILIZED AND PRIOR TO TRANSFER TO OWNER. 8 NOT TO SCALE ., z o d 1 INLET/OUTLET PORT �O O�O O �' aD4D4D4D4D -KIM; � !- WITH SS BANDING, O O MIRAFI 140 N r �f� q�l • OPENING °QD°dD°4D°aD°4 D° � • • ' WATER RESISTANT - � �J FILTER FABRIC POST-DEVELOPMENT PHASE �;P bpi ,,.o ac • 0 • 0 • • • C-4 d'+„ r • '4D'4D,4p• FOR INLET/ 4p4p46 TAPE OR NYLON ZIP O �. 4p�4D' ' ,•'� OUTLET • • • • • z 4p TIE. BY OTHERS '•r, ►• '4pM PORT ,,4 D°4 D 4 D°4 D°, °' ' '4p 4 p 4p; ( ) O • cp - : e 4p, • ar GENERAL PROVISIONS: �4p,4p 4D' SLEEVE J O ur e ?` 3/4" STONE TO SNOW STOCKPILING: .�. a EXTEND TO "A' ;� FINISHED GRADE SNOW ACCUMULATIONS REMOVED FROM STREETS AND PARKING LOTS SHALL BE PLACED IN UPLAND AREAS, WHERE SAND AND DEBRIS J WILL REMAIN AFTER SNOW MELT FOR LATER REMOVAL. CARE SHOULD BE TAKEN NOT TO DEPOSIT SNOW IN THE IMMEDIATE VICINITY OF z O 6" CPP CATCH BASINS, DRAINAGE SWALES, OR SLOPES LEADING TO BODIES OF WATER, AND DRINKING WATER WELL SUPPLIES. ,•4D'4p �dp�dp; ;4a#,D•a D•4 D0 D; N SOCK •°� t,r/ , SIDE •1017• • • • • O O PAVEMENT SWEEPING: � � •4 D 4D04p, PANEL •4 D•4 D•4 D°4 D°4 D• °►° °' 4p,4D� ' 4DdD4DdD4D ° • •4p'4p� NON-WOVEN GEOTEXTILE STREETS AND PARKING LOTS SHOULD BE SWEPT CLEAN AT LEAST ONCE ANNUALLY, PREFERABLY IMMEDIATELY AFTER WINTER SNOW MELT ' ,4D.4p' ' FABRIC (PROPEX GEOTEX v 4" MINIMUM TOPSOIL & SEED. AND BEFORE SPRING RAINS. SWEEPING DURING THIS PERIOD CAPTURES PEAK SEDIMENT LOADS AND EXTENDS THE SERVICE LIFE OF 601 OR APPROVED) PROVIDE DEGRADABLE THE STORM WATER MANAGEMENT SYSTEM. SIDE PANEL EROSION CONTROL MATTING ONCE REMOVED O FOR STABILIZATION AS REQ'D GRASSED SWALES & DRAINAGE CHANNELS/TRENCH DRAINS: 24" INLET/OUTLET PORT TYP. w -V GRASSED SWALES AND DRAINAGE CHANNELS SHALL BE INSPECTED AT LEAST ANNUALLY TO ENSURE THAT THEY ARE OPERATING AS TABLE A: INLET/OUTLET 3 MAX, NTENDED. POTENTIAL PROBLEMS THAT SHOULD BE CHECKED INCLUDE: m PORT DIMENSION NYLON ZIP TIES IN FOUR TRENCH DRAINNTS CROSS SECTION A. SLOPE INTEGRITY PORT SIZE OPEN SIZE CORNERS PERMEABLE SOIL MIXTURE 18" MIN. OR TO SUITABLE B. EROSION • (MIN. 50 LB TENSILE 40% SAND, 20-30% TOPSOIL, FREE DRAINING MATERIAL C. VEGETATIVE HEALTH 1 Y Z 12" 13.75" •g V STRENGTH) & 30-40% COMPOST D. SOIL STABILITY QU Q 0 SEE PLANS E. SEDIMENTATION -7 O >- 14 15" DRILL %" DIAMETER HOLE INTO 0- Q SIDE PANEL THROUGH ANY NECESSARY REPAIRS SHALL BE MADE .IMMEDIATELY. TRASH SHALL BE REMOVED AND THE BANKS MOWED AS REQUIRED, BUT AT F- ,^ OPENING IS SHOWN VERTICALLY CENTERED PRE-DRILLED HOLES IN LEAST ONCE PER YEAR. GRASS SHALL BE KEPT BETWEEN FOUR AND SIX INCHES IN LENGTH. (MOWING SHOULD BE PERFORMED WHEN Z O� z Z Z V ) RAIN GARDEN ,�, FOR VISUAL CLARITY. PART MUST BE MOUNTING PLATE Q J INSTALLED HORIZONTALLY CENTERED NOT TO SCALE GROUND IS DRY TO AVOID RUTS AND COMPACTION.) :2O Q 0- W _J p ��'- CATCH BASIN SUMPS: OJ Q t 1.) CONTRACTOR MAY INCLUDE NATIVE SAM MATERIAL FROM EXCAVATION IN THE w>CATCH BASINS SHALL BE INSPECTED BI-ANNUALLY AND CLEANED AT LEAST ANNUALLY, AFTER THE SNOW AND ICE SEASON, AND AS > Ld PERMEABLE SOIL MIXTURE. MATERIAL MUST BE EXCAVATED, MIXED WITH LOAM & COMPOST W TO FORM A HOMOGENEOUS BLEND, AND REPLACED TO GRADE. SOON AS POSSIBLE BEFORE SPRING RAINS. IN GENERAL, A CATCH BASIN SHOULD BE CLEANED IF THE DEPTH OF DEPOSITS IS p a 0') to GREATER THAN ONE HALF THE SUMP DEPTH. IF A CATCH BASIN SIGNIFICANTLY EXCEEDS THIS STANDARD THEN MORE FREQUENT N it O:f CLEANINGS SHALL BE SCHEDULED. IN AREAS WITH HIGHER POLLUTANT LOADINGS OR DISCHARGES INTO SENSITIVE BODIES OF WATER, w LL d- W 2.) PERMEABLE SOIL MIXTURE SHALL NOT BE COMPACTED AND THE ENTIRE WATER QUALITY H O = BASIN SHALL BE PROTECTED FROM HEAVY EQUIPMENT TRAFFIC THROUGHOUT CONSTRUCTION. MORE FREQUENT CLEANINGS WILL BE NECESSARY. 07 w CV V) iz 3.) THE CONTRACTOR SHALL BE LIABLE FOR THE REPLACEMENT OF THE PERMEABLE SOIL INFILTRATION SYSTEMS & BASINS: MIXTURE IF E&S CONTROLS ARE NOT INSTALLED & MAINTAINED AS INDICATED. 4.) SEED WITH RAIN GARDEN GRASS MIX (ERNMX-180-1) AS SUPPLIED BYERNST INFILTRATION SYSTEMS AND BASINS SHALL BE INSPECTED AT LEAST TWICE ANNUALLY AND AFTER ALL MAJOR STORMS TO ENSURE THAT DUCTILE IRON CONSERVATION SEEDS INC. (800-873-3321) OR APPROVED EQUAL. THEY ARE OPERATING AS INTENDED. PRETREATMENT BMP'S SHALL BE INSPECTED AND CLEANED DURING THE REGULAR BI-ANNUAL H-20 RATED GRATE TYPICAL PLANTING AND SEEDING FOR RAIN GARDEN AREAS: INSPECTIONS. POTENTIAL PROBLEMS THAT SHOULD BE CHECKED INCLUDE: FINISHED IMPERVIOUS SURFACE VEGETATED AREA TO BE DESIGNED A. PONDING (DESIGN BY ENGINEER OF RECORD) WITH ADEQUATE COMPACTED FILL I� 1.) SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, NEW ENGLAND B. EROSION FOR DESIGNED LOAD RATING o WETLAND PLANTS, INC. C. CLOGGING OF INLET PIPES (DESIGN BY ENGINEER OF RECORD) ADAPTORS CAN BE a o MOUNTED ON ANY 2•) MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVANICA ANY NECESSARY REPAIRS SHALL BE MADE IMMEDIATELY. TRASH SHALL BE REMOVED AND THE BANKS, OF BASINS, MOWED AT LEAST 0 o ANGLE 0' TO 359' 3.) MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA a o 4.) LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI TWICE PER YEAR. (MOWING SHOULD BE PERFORMED WHEN GROUND IS DRY TO AVOID RUTS AND COMPACTION) SEDIMENT SHALL BE a o 5.) MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA REMOVED FROM THE BASIN AS NECESSARY, AND AT LEAST ONCE EVERY FIVE YEARS. �\ \ AUG 3 1 201 MIN. 2'-0" PLAN VIEW /j z SUITABLE COMPACTABLE FILL �/ \ (AS NECESSARY - DESIGN BY \\� j\\ DUCTILE IRON Southo{dTown ENGINEER OF RECORD) '/\ /�/\ 24" GRATE zo U) w w " 3 Planning Board MAX. 11'-0" z CL Ln iE m 0 z O N o a a o ui PROPEX GEOTEX 601 / /x\/� MIN. 1'-0" (/7 Q bi w co co NON-WOVEN GEOTEXTILE (OR \`/� - a EQUAL) SURROUNDING MODULES \/ ��\ > > m vii = = 3 U) / AND STONE SOIL INTERFACE m J J a . /\y//\\/ = i = w co co co c� co io ui f4)Lu O O N N O \/ w i \ \ \ \ \ \ �/�\�/i/i�/�\// 0 0 0 0 0 0 Ld \%\y %�\� DEPTH SPECIFIED BY Q p 24" ENGINEER 0iRECORD j W N N7 tf� (O ANGULAR STONE STORIMTANK MODULES - °� . . . . .. . .. . .. .. . .. . . . .. .. . . . ..... . . . .. . . ... . . - - :Lc MIN. 1 -0" I N of EXISTING 1 1 - ------} ---- --- t > GROUND �2 2" 2� GRASS 0) ENGINEER OF RECORD RESPONSIBLE FOR ENSURING SUBGRADE SOILS MEET SYNTHETIC MATTING Q BEARING AND SETTLING REQUIREMENTS STORMTANK VARIOUS TYPES OF ERONET P300 cr) CROSS SECTION OUTLETS WITH WATERTIGHT 12" N N BY NORTH AMERICAN n Ln ADAPTORS FOR: SDR-35 GREEN OR PERMANENT ce 00 SEWER CORRUGATED EQUAL n V) LO POLYETHYLENE SCHEDULE m I i c 40 DWV CORRUGATED PVC RIBBED PVC O o 0 o J Z GRASS SWALE WITH SYNTHETIC MATTING u Z Z Z Y `�- Li NTS o o ccn c w o0 w DO w 00� z O -j d L� LONGITUDINAL SECTION m O � U U DATE: 01 /25/2016 NYLOPLAST 24" DRAIN BASIN SCALE: 1 " = 30' NOT TO SCALE QUALITY CONTROL CERTIFICATION PROJECT: #2015825 GROUP REVIEWED DATE PROJECT MANAGER SURVEY SHEET ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL PROJECT NARRATIVE EROSION & SEDIMENT CONTROL OPERATIONS AND MAINTENANCE GENERAL NOTES \ ;__t -IL,__ ---� _ ' - n J THIS PROJECT CONSISTS OF THE PARTIAL DEMOLITION AND RECONSTRUCTION OF THE A. EROSION AND SEDIMENTATION CONTROL AND RESTORATION MEASURES SHALL 1. ELEVATIONS ARE BASED ON NGVD1929. 3� rc �r�,_ '� I �� _ - - 0- CONFORM TO THE "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR / EXISTING FISHERS ISLAND CLUB CLUBHOUSE ON 11.9 ACRES IN THE TOWN OF FISHERS `+ .-41-c - \/ \ ` - ' •- .. 00 EROSION AND SEDIMENT CONTROL AUGUST 2005" PUBLISHED BY THE NEW YORK 2. ALL UTILITIES SHALL BE APPROVED BY LOCAL UTILITY COMPANIES PRIOR TO `�/ ly - L o E ISLAND, SUFFOLK COUNTY, NEW YORK. THE LOCATION OF THE SITE IS ON THE SOUTH \ �, � � s � i STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND TO CITY/TOWN CONSTRUCTION; ALL UTILITIES SHALL BE CONSTRUCTED TO UTILITY COMPANY I' Fµ4,N _ - Oo (D o Q� N O . SIDE OF E /! AST END ROAD EAST MAIN ROAD APPROXIMATELY 1.5 MILES WEST OF THE w>.E � EASTERLY POINT OF THE ISLAND. CONSTRUCTION WILL INCLUDE OF PAVED DRIVEWAYS, REGULATIONS. SPECIFICATIONS. / LEACHING ` 5 u� a; /\ .s - �• - C +/�+ _� o `�, _+/ '- - POOL '`, 't: CRUSSitiG i .--�`T ',-? �E. - V Y I- U .i- GRAVEL PARKING, DRAINAGE PIPING AND STRUCTURES, INFILTRATION BASINS, EXPANSION w•:R,,:1 U OF THE EXISTING SEPTIC SYSTEM, AND UNDERGROUND UTILITIES. B. INSTALLATION OF SEDIMENT AND EROSION CONTROLS SUCH AS HAYBALES AND 3. ALL CONSTRUCTION SHALL BE TO TOWN SPECIFICATIONS & REGULATIONS. / / L->nf, / �ti:: _t - I- - 1y ` a> SILT FENCES SHALL BE ESTABLISHED PRIOR TO COMMENCING ANY LAND i a.� .,"Jc _ -\ �>=' - _ I �� °6 o DISTURBANCE ACTIVITIES. 4. NO CHANGES CAN BE MADE TO THESE PLANS WITHOUT THE ENGINEER'S ; NO. 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Type AA 4. 0.8 0.2 0.1 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 LIGHTING, TYPICAL Type AA Type CC + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + 0.0 0.0 0.0 0.0 0. 0.0 0 0.0 0 0.0 0. .0 0.0 0.0 0. 0 .9 % 9.2 3. 1.0 .4 0.3 0 3 4.4 0.0 0. 0.1 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 .0 0.0 Type g TYPe Type t + + + + + + + + + + + + + + Type + + + + + + + + + + + + + 0.0 0.0 .0 +o. 0.3 .1 .0 0 0 0.0 +0.0 0.1 0. 0. 0.5 0.1 Type AA X1.6 3. 1. 0.6 0 4 6.4 1 0.1 0 0.2 0.1 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0. 0.0 0.0 Type B T e CC + + + + + + + + + + + Type CC + + + + + + + + + t t + + + + +0.0 .0 .0 0.0 0.0 +0.0 0. 0.1 0.0 0.0 0.0 0.1 0. .5 .7 6.0 Type AA Type 8.6 3.9 3.4 9.0 Type AA X1.3 .5 0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 � Type HH + + + + + + Type AA + + + Type CC + + + + + t + + + + t + + + + t + +0.0 .0 0.0 0 0 0.0 +0.0 0.0 0 0. 0.0 0.0 0.0 0. 1. 1 7 12.0 6.9 6.3 7 4. .6 0.1 0.1 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. Type A Type AA Type AA + + + + + + + + + + + + Type CC + + + + + + + t + + + + t + 0.0 0.0 .0 .0 0� 0. 0.0 0.2 0.4 0.0 0.0 0.0 0.0 0.1 0.1 .1 0. .6 0. 1.5 6.0 1 .3 Type C C T e CC .8 6. .5 0.1 0.1 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0 0 � Ty e B Type CC TYPe A Type CCP 'T pe GG +0.0 +0.0 .0 +0.0 +0. 0.0 0.0 .0 +0 +0.0 0.0 0.1 0.1 +0. 0.2 0 1 0.1 0.2 0.3 +0.6 +2.2 t7.6 1 0 Type AA T yp C C + + + + *0. + *0. + + + + + + + + Type AA 1. 0.2 0.l 0.0 0.0 0 0.0 0 0.0 0.0 0.0 0.0 0. o.o o.o 0 POST MOUNTED Type CC LOW PATH TIGHT FI�TURF� Type CC +0.0 0.0 .0 .0 0.0 0.0 $.0 0.2 0.1 +0.0 + .0 0 +0.0 0.1 0.4 8 0 10.3 0.1 0.1 0.1 0.2 +0.7 0.0 .8 .0 0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 + .0 +0.0 + .0 LIGHTING, Type A + + + + + TPICP� + + + + + + + + FISHERS ISLAND CLUBHOUSE + + + + + + + + + t + + + 0.0 0.0 .0 0.0 0.0 0.0 .0 3 0.0 0.0 0.0 0.0 0.1 5 .1 0.4 0.1 0.0 0.1 0.1 0.2 0.5 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Type B + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +0. + 0.0 .0 0.0 0.0 .0 .0 0.0 .0 0 0.0 0.0 0.1 .1 0. 0 0.6 .6 0.2 0.1 0.0 0.0 0.1 0.1 0.1 0. Type F F YP e AA TT e C C 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 .0 0.0 0 0.0 � YP Type CC YP t + + + + *0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o.o , o o.o o.o o.o O.o O.o $.o .0 0.1 0.2 0.3 0.1 0.2 o.z o.l o.o o.o o.o o.o O.o O.o 0.0 0. 1.1 0 9 0.l o.o o.o o.o o.o o.o o.o o.o o.o o.o 0 0.0 0.0 0.0 0.0 + + *0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + .0 0.0 0.0 .0 0.0 .0 0.0 0.0 0.0 0.1 0. 0.7 0 0.4 0.1 0.1 0.1 0.0 0.0 .0 .0 0.0 0.0 .0 .0 0.0 .0 0.1 0.6 0. 15.8 9.1 6. 0.0 0.1 0.6 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 .0 POST MOUNTED LIGHT FIXTURE Type + + + + + + + + + + + + + + + + + + + + 0.0 0.0 +0.0 0 0.0 .0 +0.0 +0.0 0.1 .2 .5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.1 0.3 +5.7 8 6 0.1 0.0 .0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0. 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O.o +o.o +o.o +o.o O.o O.o +o.0 0.0 0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 0.0 0.0 O.o 0.1 0.1 0.z 0.2 0. o. LOW PATH D r� gyp , ,LU D LIGHTING, l� U 2� 1C. CA I E 0.1 +0.0 0.0 +o.0 +0.0 0.0 0.0 0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 +0.0 0.0 0.0 0.0 t.0 +0.0 +o.0 0.0 +0.0 +0.0 +0.0 0.0 0.0 +0.0 +0.0 0.0 + . TYPICAL AUG 31 2016 ``o,0 753 ��'�' �OFESSION�� n L4.4 Southold Town 0.0 0.0 0.0 0.0 0.0 t.0 +0.0 0.0 +0.0 0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 Planning Board 0 O Luminaire Schedule FIXTURE + + o O.o 0.0 +0.0 +0.0 0.0 +0.0 0.0 +0.0 0.0 +0 0.o Qty Symbol Label Tag Description CONTROL LLF HEIGHT NOTE: rn _ _ _ _ 1 -011 this drawing is the property of the architect and has been prepared specifically for the owner fl + + + + $�S- 33 � Type B Auroralightht lectc LPL6S20700CDGTR-2700 -CGG-100-E26-120V PHOTOMETRIC 0 . 900 1HOTOMETRIC 0 . 800 4-5withoutor this theect at this site and is writtenconsentoftheot to be architect used for any other purpose,location or owner N .0 0.0 0.0 .0 2s.4 N S2pRP'GF' 13 a Type C Bega 2382LED PHOTOMETRIC 0 . 900 411 )0 CAg2 22 p Type AA Bevolo FRENCH QUARTER ON YOKE SWITCHED 0 . 800 7 ' -10" 19 ca Type CC Bevolo COACH HOUSE FLUSH MOUNT SWITCHED 0 . 800 5 ' -11'► PROPOSED RENOVATION/ADDITION FOR: i 1 E] Type FF Bevolo SIX-SIDED CEILING MOUNT SWITCHED 0 . 900 10 ' -111 FISHERS ISLAND CLUB 2 4 D Type HH RAB H101 100PAR38HFL25 deg GE 179 MOTION 0 . 800 11 ' -011 FISHERS ISLAND,NY 2 {� Type GG WAC Lighting WS-W20506-BZ PHOTOMETRIC 0 . 900 8 ' -0" s MARK P. FINLAY JM TL 1= ARCHITECTS, AIA ATE: is JOB NO.: Q96 OLD POST ROAD, SOUTHPORT, CT 06890 203-254-2388 1502 NN DWGNO.: PHOTOMETRIC 0 / 0 E PH- 1 0 PHOTOMETRIC PLANPLAN NOTE:DO NOT SCALE DRAWINGS KEY PLAN , SCALE: 1'� =20' REFER TO WRITTEN DIMENSIONS ONLY. J U i DRAINAGE CALCULATIONS _ _ n J AREA 1 a PP P� / �� 0�P °o PAVED DRIVE AND STONE PARKING: 14,375 SF REQUIRED = 14,375 SF X 1.0 X 2/12 = 2,396 CU. FT _ -w�- i Q ,/ m cc\i° 0 0 2,396 CU. FT / 15.8 CU. FT/UNIT = 152 REQUIRED UNITS -- -- -_ /' �� v ,e. �ti ,w7F- PROVIDED:160 UNITS -1 �`- -- --' - _ `'' ' P,"E (,, Zo�� J o �P P' •- (.� \� U p 76 AREA-2 SANITARY MANHOLES ��o ; -.P _ ��SH G� W -N o c STONE PARKING AND CONCRETE WALK: 8,429 SF 6 •= E 2 cz c ROOF AREA: 7,584 SF ` / fl - 0 HES NE cn i � TOTAL AREA: 16,023 SF ' P+"E �. - �' TOP OF FRAME INV. IN INV. OUT �� ;•. 16 - • 34 \ W o y � REQUIRED = 16,023 SF X 1.0 X 2/12 = 2, 1 30 28.7 24.4 ; _ F,,,,E �, a w 670 CU. FT �� '' ;' '° � F�HE ,, Q � o c� � 2,670 CU. FT / 15.8 CU. FT/UNIT = 169 REQUIRED UNITS - _ t N O� c m PROVIDED:169 UNITS 2 24 20.1 20.0 MPN ; c SEwEF MP. PNE 1 1 \ U J Q �- a AREA 3 3 24.5 18.2 18.1 \ FN `�R�E errrnrN us C ��, a� N PAVED DRIVE: 11,413 SF 4 18.3 15.1 15.0 - ss�Es\No Ex;�"c .�+ oC ROOF AREA:11,472 SF i cRO - eqCU TOTAL AREA: 22,885 SF ,i P."E a > ° V N REQUIRED = 22,885 SF X 1.0 X 2/12 = 3,815 CU. FT co / M M RAIN GARDEN AREA = 2,750 SF W/ VARIABLE DEPTH r \ / ce) 4,250 CU.FT 0 EL. 25.5 ( WWC (n M AREA-4 V C PAVED DRIVE: 9,541 SF -1Lp 4� �� ROOF AREA: 1,005 SF TOTAL AREA: 10,546 SF _ REQUIRED = 10,546 SF X 1.0 X 2/12 = 1,758 CU. FT 1,758 CU. FT / 15.8 CU. FT/UNIT = 112 REQUIRED UNITS 0 \ PROVIDED:112 UNITSLu / 433 TOTAL0 Q r \, o eo* R \ PROVIDE p O\ \ p CONSTRUCTION ENTRANCE / p O \ (SEE DETAIL) / e\ o o 18 ID Ir \ \ TH -2 p v � H PROVIDE 11 / •' mss., �No. t,N :_. SERS` YRvxSTORMTANK MODULES Nt EOR PASSPlic SET BOTTOMS AT EL. 6.5 PROVIDE (SEE DETAIL) CATCH BASIN NE PROVIDE RETAINING of (SEE DETAIL) \\\\\ qr\Z \ \\ \\ WALL SEE ARCHITECTURAL `" % / E E ® / \ \ \ TF-12 \ �\ PLANS (TYP.) ' / -� \ MENT � INV IN=9 PROVIDE 18" MIN VERTICAL SEPARATION / BENCHMARK: ROD �, /�1 EA 4 BETWEEN SANITARY &, DRAIN LINE EL=12.89' (NGVD29) _ R`ENoE a I PROVIDE 169 i _ - 86'50 42800 STORMTANK MODULES 14 \ 46.30c R 1 SET BOTTOMS AT l R�� ` ,gyp � P EL. 12.5' EXISTING STONE WALL (SEE DETAIL) I (170REMAIN U PROVIDE 29± LF UNDISTURBEDED S� E �--1963• C 2' WIDE TRENCH DRAIN i s.. 16�N\ (SEE DETAIL) p PPVR'?to aA, NANO oA \ > PPRx,NO o El �' :. o MARK ALL PROVIDE ,� - - \ sEN UTILITIES AND i5 zzx r '' r3• PROVIDE 245± LF ., .. .. , °"ERRY 2' WIDE GRASS SWALE, f �.��.-.. M VERIFY INVERTS CATCH BASIN �--. � ` -s-� �/ O , - (SEE DETAIL) / 16 SNOB AT START OF f G TF=19.8 v/ / '6 ewESWAE CONSTRUCTION E"`WRY o ' (SEErDETAIL) \ f; tt \j INV IN=16.8 ! - �` f8 w' ST�FS \ S � GR gUZ � PRIE 4 �A ••:... .i Mj O S-1 E E TEPP -c. CS a \I x15 ES� , '.i°• C� c,1" REMOVE EXISTING PAVED DRIVE. PROVIDE / e P / 'S� BENCHMARK:MAG NAIL PROVIDE NEW BITUMINOUS DRIVE E�ECTR,G dv PANED \ .,,REP � TRP" . (SEE DETAIL)APRON \ 18 R�,?RP G� �_ 4xsj� EL= 20.37' (IWGVD29) ! TYP. ALL PAVED AREAS WITHIN vIIR LIMITS OF CONSTRUCTION G \ PROVIDE 65± LF � �x. i.�� _ - / �-- --\ N "'o• `� \P�� i 2' WIDE TRENCH DRAIN _ ,g -- J - 26 �`` \• \ / 5 (SEE DETAIL) 2 - 20 _ _ PROVIDE HARDSCAPE PATH (NO CURB). REFER TO ARCHITECTURAL / S _ _ __ 30 DRAWINGS FOR MATERIAL / - ,- i 32 28,- z,�z "E� \20-� - REMOVE AND DISPOSE OF EXISTING STONE WALL \ / �- 30. / - - - SEE SHEET 6 FOR SANITARY 13'xt_�'-t �=.)NC PA.D SEWER SYSTEM I N DES G 4 t , `" BURIE 1,000 GAL. PROVIDE AND MAINTAIN PROVIDE SAWCUT, vE REMOVE & REPLACE �� i / / f/ / / / / I W `` PROP E TANK NV s oR /� ' SILT CONF FENCE LINE OF EXISTING PAVEMENT AS REQUIRED o Q 22 'y "TS / ,' o �Z �w �a�� N �wo1)P _� cTeF ' ESTABLISH AS LIMITS OF I CLEARING. , PROVIDE 2 2" CONDUITS �i / 5X /, LL y A E \ PROVIDE GRADING & LEGEND AND 1 3" CONDUIT PAVED ¢ L� / �h pocK _ h NE T", VALVE, / GROUND DISTURBANCE -- Z PR E / OX / Y "°OP` e \ & 6"DI LINE \ PROPERTY LINE TO HYDRANT APRON /; / G"• O 7X ,/ rfucE RELOCATED EDGE OF PAVEMENT U PROVIDE 4" ASTM D-3034-SDR35 PVC r 2C vG"T / N oaoIN' _ HYDRANT Q O �' s' J / /FOOTING DRAIN 5 / PaEP woo nE RE EDGE OF GRAVEL ------------------- O �' SANITARY SEWER PIPE � 3.5 / 4" CPP \ ' \ \ LIMITS OF CONSTRUCTION EXISTING CONTOUR --- 28 --- u x36 / PY ' Z CONT wo1',o 11E RET'N`t AREA TO BE DISTURBED=3.1± ACRES o Ld O ` AMP - NCE 2 O W U \ PROPOSED CONTOUR 26 Z L� z z z W PAVE 20'X28' CART / i�, /� r�HEb \ I I STONE WALL w Q HANDICAP PARKING PARKING / �- ' 6 ^ RETAINING WALL � O p SPACES WITH SIGNS - - & PAINTED SYMBOLS I / % /�'�O� 6.9x �/ \\ 36.9 X I "' - _ \ 6 r > > I I STOCKADE FENCE Al� -�S' O 0_ //� z ��T nF / Rw 3�.9 36.9 36 Xl!i!/ \ O QP o !6g Dn j%GjS� 1. 24 � ' I S" ~ PROVIDE J � 0- y � W c� J E O s6• ° I TREE LINE v �. _. vw W < Q LIMITS OF CONSTRUCTION �' \ !��. 24 2 / x36.7 \ sjEps t F 1 '� 4i / ' NOW OR FORMERLY N F - \�PY LI �o, j , I T 65TEP !i / GO�o ��• �p�9 Cha REBURIED I MEA 3/ - RAIN GARDEN I UTILITY POLE 0 a rn 'J AREA TO BE DISTURBED=3.1± ACRES / r r \ !t / i � I , / / �'., (�EE DETAIL, SHEET I8) WATER VALVE Wv w w Q UTILITIES.35 1 .: -�� ) \ � ' SAWCUT, REMOVE, AND a � �' I @ / 36. 3 e ° F EXISTING BUILDING N DISPOSE EXISTING PAVEMENT \- 0 3•, / \ PROVIDE 5X5 ® W .nF \/� � 36.9 sJ4.lOP / O`11 POR 4 � r -- -� \ Vig ! �O � E ` ry STONE SPLASH / �- - O`' PROPOSED BUILDING _ > A�OQnn�OV Cµ1�NEY �63es� - OOFQr 1. d \ .INV. 23 � PADS ve- ,r9. 1�`- �wM\NO\>> 36.7 {ypo E4: RG�V - R/-LEADER O r S ° 1 DDDR (IYP.) PROVIDE CRUSHED STONE aP °j / OFTsi o vE®asg5 PARKING ho / / 34. 5' v'^r� ' 36.9 �F / / / / PROVIDE AND MAINTAIN A (TYP, SEE DETAIL) ' ( �,G"T f k�<< " ` �; ° l / / CONTINUOUS LINE OF � � {J 9s 36.9X /36 / \ ` ' \ r1 \ STRAW WADDLE UNTIL SLOPES 30 15 0 30 PROTECT EXISTING RECREATIONAL / / 25 .P.X / {4 1y ` fl s ,iK u, PATH PLANTINGS & FENCE J i / 13 ' AT,°" w _ 5X / r' ARE VEGETATED & STABLE ,Pyr , � 0 6.0 J ') GRAPHIC SCALE IN FEET THROUGHOUT CONSTRUCTION �P + y , x / / 32.5 33.0 3w. 36.5 Gf s ti� ,'v"T , , , \ ROW ,• 36X \ L„ \ c� DRIVE PFR VIDE 160 \ =r \ a 4e / ` x .,3 \\ STORMTANK MODULES a� , ` // / o Ftic�`\,\ 1`/,---- / \ \\ X28 SET BOTTO AT EL. 15.5 r' °° / / `O I '� r>y �' ^`� \ AUG 2010 SEE DETAIL ` i 4° 2� ' HP / ry ry ^ry M� 36 `36\ .4ROVIDE HARDSZAPE ( ) �° PVC r PATH (NO CURB). REFER s Southold Town m a TO ARCHITECTURAL pop /` III Planning Board a� ' �_ �° �/ � x ROOF LE 24 \ _ ' r PROVIDE �\ i / \ F c H l w,- Y Y a a U CATCH BASINS `\ 22. " v I PROVIDE (TYP:7ONE DRAWINGS �9R,MATERIA °� / l WATER STORAGE x,< l-f- \ (SEE DETAIL \ `\\ \4 // I VINN" , 2� �' jl RELOCATE o _ ' z PROVIDE 2 PAVED / \ J TF=20.5 I \ A"T r x„� TANKS HANDICAP PARKING \ �� /� / 33.3X\ I / gEc �� 1 HYDRANT cn INV IN=17.5 \ PE \ ? /' _� _ - cn o � 2 -�-_-- P� \ 2 III � �� I i ' I APPROX. ` PACES SIGNS & Q � ,' / O / Z � w w REMOVE PAVEMENT & PROVIDE P \' o I ( _,4� STOCKPILE AREA f ANTED SYMBOLS �� " �,' FEr,c£ o \ T� / 22 LIMITS OF CONSTRUCTION Z m 0 0 r SARA 1 1 CONTRACTOR TO / \ ' / I l l `� / �, \ \ ( ,ROVIDE 73± LF 31 = 0 PROVIDE AND MAINTAIN O CONSTRUCTION ENTRANCE � � ! \ � � � ,Q , 33 � / � � _ V c� c..> (SEE DETAIL) �' ` ADJUST AS REQUIRED) X 34-3 / \ i 9 w o- zCL REPAVE AFTER CO STRUCTION CF \ \ y 8 A CONTINUOUS UNE OF III o 0 0 0 N��NT \ i _ � � � 2 WIDE�TRENCH�'6RAI - _ x UNE'\ .:::. �\ 6 \ \\ , i �'\\ / U / SILT FENCE - wa� (SEE DETAIL)/ 2 _ - w w \ / ESTABLISH AS LIMITS OF W 0. CLEARING, / �. "., ; -'•�\ \ //_ - - _ / \\ GRADING & III o v m o m a a / / GROUND DISTURBANCE - > > m _ _ PROVIDE � M'A CH NEW \ / � - / ---CONCRETE WASHOUT PIT �' --'P"AVEMENT \ / / w (SEE-DETAIL, SHEET-8) '-`\� ;/! / ATrEXISTING 33x// } / / III 0 0 0 0 0 I / - wCN � � , PAVED DR .- .J pm- �/ / / O O N N O _ _ T / SnN 1 0, SAWCUT O c :>Ne �' i sroN:. I `� / / /L / / / / - 04 po Ln - c exisTING / \ Q // NN TPEE ` GEp P ,s" / 1 3 OMINOUS \ pP.IVF,AY 6\TO R � / (PROTECT �' P v 1 (71 • 6RUSN \ -O \ \ O URING CoNSTRU I \ ON) ✓ .°/ // / G e /� y COASTAL EROSION HAZARD LIMITS \11cL ow, AS SHOWN BY COASTAL EROSION - ( c„ t1 AREA MAP, TOWN OF SOUTHOLD, o If) Ln 1 \ 32 Z5a� \ SUFFOLK COUNTY, NEW YORK, 111 N N SHEET 41-Fl OF 49, 8/29/88 Ln U) Ln m I Of O 16i w \1 o 0 0 0� \ �\ \ \\ \\\ Ill PROVIDE 11 /�j \ ,o / l l / l l / / f C) z w w L� COASTAL EROSION HAZARD LIMITS �, 314± LF o AS SHOWN ON COASTAL EROSION 2' WIDE \ �� / �. 111 o w = o AREA MAP, TOWN OF SOUTHOLD, APPROXIMATE 1o, OF BaNK TRENCH DRAIN \\, // / / \ m m 0 o u 0 L, US �`. SUFFOLK COUNTY, NEW YORK, - (SEE DETAIL) SHEET 41-1711 OF 49 8/29/83 \ i/ 18 111 DATE: 01 /25/2016 PROVIDE AND MAINTAIN /\\ A CONTINUOUS LINE OF , APPRCxIMaTE LOCATION SILT FENCE /� \ ! S"Eo / SCALE: 1 = 30 rk, F SHCRELINE ESTABLISH AS LIMITS OF FAN HIGH WATER CLEARING, GRADING, & /\ i / � i / 111QUALITY CONTROL CERTIFICATION GROUND DISTURBANCE PROJECT: X2015825 GROUP REVIEWED DATE PROJECT MANAGER SURVEYSHEET ENVIRONMENTAL ~`• / - \ //\\/ s�� 111 CIVILSNS 3 OF 8 STRUCTURAL BCUNDARY LOCATED - ARCHITECTURAL f"LONG c'r'2r2n�'+-/ LJ:i1lLL3L� !'�I!iLL COV U DRAINAGE CALCULATIONS ___I vry \ L� \� J AREA 1 /'I \ 4 GN PAVED DRIVE AND STONE PARKING: 14,375 SF00 REQUIRED = 14,375 SF X 1.0 X 2/12 = 2,396 CU. FT -_ _ w 2,396 CU. FT / 15.8 CU. FT/UNIT = 152 REQUIRED UNITS ._�W / s / '/'I i o cTo 0 PROVIDED:160 UNITS / / o lop p To ,d E to�T Q 1-- 6) p, o i\ f�1 YN \`' .�.. . . .�. �i p,NE y P,N `1 Gp = �r AREA 2 / ''.a �. onr� GONG, I/ e .� (� \� I- U SANITARY MANHOLES \ •�.`Z" 5N o _ W ,� o STONE PARKING AND CONCRETE WALK: 8,429 SF \; � \ /` _� l- p\A6•�•� � B " • �:� - �- � � Y O � F AREA: 7,584 SF TOTOAL AREA: 16,023 SF ; / �, / OgJo NES /! .2 c� TOP OF FRAME INV. IN INV. OUT � / e ,6 d I � >; � / 0US P�HE REQUIRED = 16,023 SF X 1.0 X 2/12 = 2,670 CU. FT ` \ -•-_. _ � -° / 1 30 28.7 24.4 / i - /I` 5 O vi E 2,670 CU. FT / 15.8 CU. FT/UNIT = 169 REQUIRED UNITS - ��; P3NE P aE ;, W Q o W 0 PROVIDED:169 UNITS 2 24 20.1 20.0 - \ y ° �I Qua AREA 3 3 24.5 18.2 18.1 / i'I',\, \ cE Mp\N \ Ep sEwEF ,�/ R,NE \ - � CU .i PAVED DRIVE: 11,413 SF FpR pRj 7 &m"fl 4 18.3 15.1 15.0 NO�s C_ �, a� L N ROOF AREA:11,472 SF / \, \ SEEStNo EysTj / 4 sroA °R'�E 0 TOTAL AREA: 22,885 SF / R° 7cn REQUIRED = 22,885 SF X 1.0 X 2/12 = 3,815 CU. FT i i \ C i / pNE qR (� ; o " V °' RAIN GARDEN AREA = 2,750 SF W/ VARIABLE DEPTH j i\ �X� T c\/ '61 \' 7r Q � LU 00 4,250 CU.FT 0 EL. 25.5 AREA 4 '_ \ W (f� cam' PAVED DRIVE: 9,541 SF `/ ° ROOF AREA: 1,005 SF TOTAL AREA: 10,546 SF / O \ REQUIRED = 10,546 SF X 1.0 X 2/12 = 1,758 CU. FT / � ° \'- G°RNER / .I 1,758 CU. FT / 15.8 CU. FT/UNIT = 112 REQUIRED UNITS ° PROVIDED:112 UNITS = 0 \/ (�'( 433 TOTAL O z ° ° o \. # � t f 0 O \ ' \ ° 0, J 0 ° ° \ O TENNIS c i O i OO 0`StR / 0 +TH-2 0 PROVIDE 11 G+S�p \/ O sEP N REA T STORMTANK MODULES = \ Fd pNf EY\St`S Pt\G N XPANSIOp EP11G \ r �x ��A v\CE , SET BOTTOMS AT EL. 6.5 �. PROVIDE \` T TIC f\ p r,F n•- -' ,o SEP EET 6 FOR S � ,' � PPP sER oX,M�ExT (SEE DETAIL) ,� � \\ / R N � CATCH BASIN \ , �\ SEE SH pESIGN 20 0�p°PO 1 ;:: (SEE DETAIL) _ T EEG ®�j �� TF=12 1 ` INV IN=9 \ \ .� -•.•• ` EDGE of (PROVIDE 18" MIN VERTICAL SEPARATION BENCHMARK: ROD `- BETWEEN SANITARY &, DRAIN LINE , �� EA 4 1 \ �� R� E G �a 1 1 afl EL=12.89' (NGVD29) NG E - 1 1 PROVIDE 169 STORMTANK MODULES SET BOTTOMS ATp \ t`G ettc Gp` o / 1 \� EP SE oo t33 c. EL. 12.5' 11+ ENp ROP 1 0MN SEPZGGtP B`0 xj0 p o I i (SEE DETAIL) x tiJ PROVIDE 29± LF -( _ / < \ N o°R" 2' WIDE TRENCH DRAIN p1 0 .off g 5 ) is G � } ASN (SEE DETAIL) pPPRo t0 NEXT Rp11 \"A NPp ItYP. ZENN ( � - cY j BR PROVIDE ,°p0 R� FENCE PARK 00 > T,c MARK ALL dol sEN UTILITIES AND B.8 `"'' " PROVIDE 245± LF CATCH BASIN g\� VERIFY INVERTS V �c M. S' CHERRY v `i ✓ (SEE DETAIL) ' SH��O� AT START OF � Z „% 1 2 WIDE GRASS SWALE 4 TF=19 8 etUEswn� / �� `T Pl O CONSTRUCTION \ G"ERRYo (SEE DETAIL) �j INV IN=19.8 L ¢` I OC 0 QS ( B HT S _ S 1 GyyfRRY l 4 / 8U`'N O RT -' 'A✓\ Boy, -15 O� S o � •tENN ./ . t , BENCHMARK:MAG NAIL EL= 20.37' (NGVD29) R lGK c� !' 2p•t4x WIw's G \NG UGHT G MP PROVIDE 65± LF O E 2' WIDE TRENCH DRAIN / '\ %� (SEE DETAIL) 2 EXISTING \ / EAG"T SEE SHEET 6 FOR SANITARY P \ / /I a \ 13'.X13' CONC PAD SEWER SYSTEM DESIGN 0 \ -, - / Q R �H,VAC G Pp�E STONE tANp13e r BURIE 1,000 GAL. c PROVIDE AND MAINTAIN 1 / FEP 36 / �' PROPAN TANK °y oR`JE CONTINUOUS LINE OF Z / d::, , M\No SILT FENCE z OOMPSTER ejv i ESTABLISH AS LIMITS OF J RFS PROVIDE CLEARING GRADING & m O O PROVIDE 2 2" CONDUITS i % o P o "T", VALVE, LEGEND AND 1 3" CONDUIT / oxo 6°oPs a; & I6"DI LINE GROUND DISTURBANCE PROPERTY LINE J O " y a ° P P RAIL TO HYDRANT RELOCATED ABUTTERS LINE Z U � w z PROVIDE 4 ASTM > / S S # O- o Gppp1NG ,uc, k_ FENCE EDGE OF PAVEMENT Q Q 0 O D-3034-SDR35 PVC / y E�H,�i / FOOTING DRAIN N o PRS WOOD TIE RET. HYDRANT _7 SANITARY SEWER PIPE J `\ ,/ -�. i f 4" CPP --- /f EDGE OF GRAVEL ------------------- C) U / pwN z CONG WOOD TIER EXISTING CONTOUR 28 --- U / , O pMP FEwcE tiY ' PROPOSED CONTOUR 26 Z� \ � LOL Z C� WN STONE WALL LLQ Z ti / \ p,N ,u= �� - E RETAINING WALL .. .. .. .. 0 C I GE i xj6 �l-� STOCKADE FENCE -�`/ h' p � H- Z W 0_ J 1GNT OF / RptLFEN s / pitoQUSE. TREE LINE �Yti� w0- PROVIDEQ W WPY UHC / o°. Z STEP STEP o e CWB N RELOCATE EA RAIN GARDEN NOW OR FORMERLY N/F �, / T 53 Go ERE BURIED / (SEE S /E/nP/\/ ✓'� s.}T - - DETAIL, SHEET 8) I UTILITY POLE ® o V) C3)UTILITIES35 WATERVALVE ww 0 z FZ 3e GS $HOP PROVIDE 5'X5' EXISTING BUILDING U) DRIVEWAYr �0 STONE SPLASH Wc- ^INV. 23.5 TR PADS PROPOSED BUILDING = Q L CHIMNEY E�<36- QP fF 0 OUR 3g.g5 c � {_� � - :- � " o 3, X / PROVIDE AND MAINTAIN A U) 34.9 � o g� CONTINUOUS LINE OF I bi STRAW WADDLE UNTIL SLOPES 30 15 0 30 ARE VEGETATED & STABLE GRAPHIC SCALE IN FEET J 32.5 ROW Of In"01 AES \ \ DRIVE PR VIDE 160 X 33.3 \ \\ gITUMI STORMTA K MODULES i / // `Fti\ -----\ _ jF�'�' LTJ E - 111 ! I f'' SET BOTTO AT EL. 15.5' !a_ . .__.__ (SEE DETAIL) \ ��i �., yP � / GAJ \ O � � 111 �o PVC / 1 1ti I • L./ PROVIDE e / o� o ~// i x \ ROOF c/ / No _ �,� 1 8 ZQS6 r a F >, J 2 xti° 3,.5 \ / / / ` 0 W m Y Y tY d 0_ u J CATCH BASIN `\\ / // PROVIDE 34 \ (TYP. ONE �/ �, r - III _ -. T � ,,° / WATER STORAGE >< 1 � 1 , � \ SoiltnD;�' Dern c3 a a (SEE DETAIL \ / / LAYN \ , \ Q� �1 RELOCATE __ Flannin�Eoard I \ ucHT TANKS \ E, j/' \ o HYDRANT r I _` "".. zo TF-20.5 ° / x 3,.9 .� / 0.v-' ` - °-- U,wN \ ? g` III INV IN=17.5 /\ - \ 5 \ o z (n z ` \ / APPROX. 1 / \ �y ,� T Rplc ? O = O �' Ld w P !_ a / STOCKPILE AREA / \\ F°� SPE CE H= m \AREA 1 _s` (CONTRACTOR TO i \\ °°s ,� FEN \ Z a � 0 0 0' \ �� i �_ III 0Fx O o / /'-- _ PROVIDE AND MAINTAIN -_ c� 34.3i �" r A CONTINUOUS UNE OF � w o 0 / ADJUST AS REQUIRED) / `y ' � y 2R WIDE TRENCH DRAT �, O � z w W R\GY UNE '` - ;i. .. \ \ ,� SILT FENCE - cn o SEE DETAIL) Li \ ,NP � _ -;`_.<:,;� •;,-+';.. \ \ I i \ / � � ESTABLISH AS LIMITS OF CLEARING, GRADING, & � PROVIDE III 0 A_11G"T ,• `. i' `\\ ( BRUSH `� GROUND DISTURBANCE `7 _ > m m = _ CONCRETE WASHOUT PIT - _ (SEE DETAIL, SHEET 8) \ III w �_ �_ 2_ 0_ REpS10N \ ' ;-1 1\\ \ -' .l ��r-( r'l'Yl'`_\ _ O O O O O RppiH SIGN �_ \ -_ 'r'ti'W� UJ \ \ \ \ \ LIGHT (0 0000 -:/ STIN $ poky,TAG jJ C USHED STONE ' I � z N I•'l sF t0 R Z r BO)( v a cvs ,6 RUSH EXISTING yY O \\� CHERRY } y (il}4r � � B r' BITUMINOUS TREE • BRUSH OEO / pRNEWAY pv 1\\ • \ BRUSH 11 J\.�1��('j 1 V i � tie COASTAL EROSION HAZARD LIMITS \\1 I EL o� AS; SHOWN BY COASTAL EROSION Q � AREA MAP, TOWN OF SOUTHOLD, p "' SUFFOLK COUNTY, NEW YORK, 1\1 N N SHEET 41-Fl OF 49, 8/29/88 `> 00 00 m Ln / \\\ PROVIDE COASTAL EROSION HAZARD LIMITS /// \\\ \\\ % 314± LF ��//oQ \ 1 L Y z / --- o 0 o 0 G O W ( 2 O J AS SHOWN ON COASTAL EROSION - \1 2 WIDE \ o� 11\ AREA MAP, TOWN OF SOUTHOLD, /!/ --APPROXIMATE TOP___aF-e""�- 'll - TRENCH DRAIN \\/ ( _ IN _ i - III r /i B ByTUM OUS SUFFOLK COUNTY, NEW YORK, i I = III -- I I = (SEE DETAIL) \ 9 SHEET 41-Fl OF 49 8/29/88 111 m 0 O U U L� ��r r /j/ PROVIDE AND MAINTAIN � = `" '`-'�-^-�_�_��,_" \\ ' _ DATE: 01 /25/2016 A CONTINUOUS UNE OF" �� APPROXIMATE LOCATION // 111 F SHORELINE SILT FENCE _ \\\ 5HE0 MEAN HIGH WATER ESTABUSH AS LIMITS OF I /\ 1 111 SCALE: 1 ' = 30' CLEARING, GRADING, & QUALITY CONTROL CERTIFICATION GROUND DISTURBANCE _ PROJECT: 2015825 / SHEO -i GROUP REVIEWED DATEIVA _ t 111 PROJECT MANAGER -- --- -� ••• SURVEY \\ ENVIRONMENTAL �- , �,� �� _ SHEET STRUCTURAL �JCIVIL BOUNDARY LOCATED --- - \\\ SHS ' 5 0 F 8 ALONG SHORELINE ARCHITECTURAL 2,200'± BARLE Y FIELD CO VE _r I ) STANDARD MANHOLE COVER V � GRAVEL FILL \/ �" i �� w J WYE CONNECTION - BACKFILL / 45' NORMAL _\/ rc _' � 40 i , 40 .0) 4-1 / FITTING INSTALLATION -� 't - 10 -- •�\ PROPOSED SMH 1 , I C FLOW SEWER / / \ �� / z FINISH GRADE I i EDGE OF NORMAL CONNECTION 1 �- i / o EXISTING GRADE I N L TRENCH LATERAL \� \' STA=0+60.55 ___ - E v a TF EL.-30.00 co CD o �1% G0 \ ;\ l ` / 0 j SMH-2 SMH 3 U -6 8 c 0 a, 6 - -- -- - - � STA 1+Q6.89 STA=1+96.31 � `�, Y o 0 -\, /- INSTALL BEND \ ;' \ 309 -_ SD 3 , - - ----- TF EL.=24.00 _ TF EL.=24.50 ---- -- 30 U c 0, L.___--------- ---I - ----- ------ ------_L___---------------- - --- W .� o 1 PROVIDE AND MAINTAIN 0 aR S -- - - i ° AS REQUIRED O\/ � CONTINUOUS LINE OF / J 9S$ _.___ -- i i I I (I� i a _ a) 6" CONNECTION 6" _1 ' m I PROPOSED i _ W Q 1 SILT FENCE /` O I SMH 4 ° N E LATERAL G P�,t '- ESTABLISH AS LIMITS OF �-, - _ / ' - i v,� - - I- -` FINISH GRADE! - � a r,qI IN / � r'" \ \ I �-i`r<=•F � � ! TF EL.=98.30 I � ° w v ��_' i CLEARING, GRADING. & / -- -_---- - --� -- -- - -I- - Q ad c m m FPt \ t � 1 _ M c > GROUND DISTURBANCE SANITARY SANITARY CAP AT LOCATION-::iE FOUNDATION STONE O�`_' \ '\ -` 10 I I 1. \ i (� C0 U r` TEE SEWER OAK MARKER-� AS REQUIRED � LEACHING C - � '` c.E_�- '`, ! PROVIDE 4 S I I I `o, r �, a, " c\j PLAN �' POOL \ a`_., ,- /` R ' - ° > t`O% , 1, / ;'11 / 1,500 GAL S! 3S I O m ._ M NOTES: :/ / LEACHING /--- - '' 20 ----- ---_GREASE TRAP- --E -- - - ------- -- - ----- `^ 4) c 9, SECTION � �____ 3 --- - --1-------'; ---- 20 U> >% E ac r 1. PROVIDE TRACER TAPE ABOVE ALL PIPES \ - -f \ '\ }� /\ - iPd- " I o 6 I SDR35 FVC i V, � N / POOL 4.-_) /. ! I_ EX,`'�T ! 4 C.I. PIPE ( ! � "- U c's , 00 2.) SEWER TIE IN MUST BE PURSUANT TO _� , ' _ - � - \ \ \ ---`� SANITARY SEWER PROFILE ' MIN. SLOPE i � S' I 1 '` _ ,, --- Q M c� � ALL LEACHING \ 00 FISHERS ISLAND SEWER DISTRICT REQUIREMENTS -'" 1{ / 1 � i ` / � " ' 11 4" T. i M POOLS ARE / �r-' ) \ • \ / __ \ _ _ , \, = / /F i 6 SDR35 PVC W (n M LEXIBLE JOINT ;'' a i HORIZONTAL SCALE: 1 40 ! , SEWER LATERAL CONCRETE �� ;} '�` -�/, c,'! __ - j „ --- --fi --- ��.--- �� - --------- sslsr.-+-- PRE-CA �\ _ VERTICAL SCALE: 1 =8 I-- - -- - " 4 SDR35 P -- I 45' BEND ,,- � 0 \\ �, 1 ��__ �� FROM BUILDING I I V 2"x1 4" S.S. STRAPS ANCHORED / \ MIN. SLOPE I / NOT TO SCALE _, '" � 7 j /�,/ � �__� I " TO WALL WITH 3/8" S.S. ANCHOR -\, ~f 1 \,• ;� � �\t--- I I 1/4 /FT. � � ° BOLTS AT 4' O.C. (PROVIDE _t' ,-.`°`/'/ \\ 7 \� / ` _ 1 - DATUM ELEY I I 10 J SINGLE STRAP * MIDPOINT WHEN ' - / O < 1 1 , } - F i- o rb c� rn t` r, N rn co 00 I- r" N 1 ALL DISTRIBUTION POOLS TO BE PROVIDED (� ' / s \ � I , cOf"'E" > 0. 0 0 N o o rn M r- o �n It � �' N r- r, rn M i0 d- _ In c O'I I . STANDPIPE IS LESS THAN 4' IN 0 \ t _t, .� co N N m v � r1i 4 v �ti �i Ni N 0; 0; co 06 � 06 HEIGHT) WITH 18" DROP Tle'EES ON OUTLETS (TYP) a , ' " n to n to N N N N N N N N N N �, ---/t I PROVIDE 4 SDR 35 PVC il ,4 % _; ! / "l ( t DISTRIBUTION PIPING AS REQUIRED (TYP.) _ 1I w 1 . 5, 1. - / - -�12 _� --- 1 ) t r, 0+00 1+00 2+00 3+00 4+00 4+18.11 ,, � i I i _ \ /\ i" { C "r I L CHING � � } . ,�i_: ELEVATION 0 - ,!11 ;' / ' , o �---'�-' 1-.--/ / OL \ ,, ---`. PROVIDE PRECAST CONCRETE RISERS WITH '-,Jy,f PROPOSED BUILDING USES y j � LOCKING CAST IRON COVERS TO GRADE (TYP) J INSIDE DROP MANHOLE ''� � � �--' -� -= �� (1 ,� /O LEACHING 7 � \ �, LEACHING /' �' 1` �; � - NOT TO SCALE II% LEACHING POOL -- r \ c.; POOL �, 11 I - y1,, USE* FLF7 -OWER FLOOR (SF) UPPER FLOOR (SF) 11 TOTAL (SF) -STANDARD MANHOLE FRAME & COVER UNLESS POOL 0 /_, r \ i---,'., 0 i, ` RETAIL (PRO SHOP) 750 0 750 _ ,/ j OTHERWISE DIRECTED BY THE ENGINEER ` i -, A - ` - \ \ I , 1" GROUT ,I - I-, t /- ,\ _ ;s-- < 1300 1700 \ ADJUST TO GRADE WITH MIN 2 COURSES _t i O !_ /r' -- O \- 1, ,;r--A PROVIDE 17 OFFICE 400 MAX 4 COURSES OF CONC BRICK A-y /_.-`" _ �__/ �\ \ \ I "; PRE-CAST CONCRETE KITCHEN 775 4250 5025 PRECAST REINFORCED CONCRETE p OR PRECAST RINGS f ;I 0 - , f \ �\ ` {., LEACHING POOLS SEE DETAIL MATCH BAR 425 400 825 LEACHING, ,-`,_R ( )- MANHOLE CONE SECTION 111 1, -r// LEACHING \ `, \ POOL 1- ^ `^Y I INVERTS OF EXISTING �, POOL \ �--\ t p_' POOLS ELEY. 11f DINING 0 6750 6750 EACHING\ �_ r 1 o -t' ' .A POOL \ \ TI1_1 -,-�, '\, _ __----_,-1 j )` ' GATHERING 0 5650 5650 0 COAT EXTERIOR SURFACE-; __'r, t- = -/+ \ 1 0 20f WITH HEAVY EXTERIOR S PAINT EXPANSION 1 �`'': r .t1, RESTROOMS 1650 750 2400 AREA FOR SANITARY MANHOLES ° 0 z MAINT./MECH 1750 450 2200 IN, 9.. ° il, y�� STORAGE 1275 200 1475 01 7" -FLEXIBLE, PIPE TO11 0 LEACHING - �. - ALT. STORAGE 2900 0 2900 MANHOLE CONNECTION. _ .- POOL - 0 -00 � _ -a TOTAL 29675 0 OZ--4 . of o % LEACHING '\ ' LEACHING 0 oZ r- ' 5" POOL POOL G-n-o0 ! *UNDOCUMENTED SPACE CONSISTS OF CORRIDORS, MISCELLANEOUS CIRCULATION SPACE, CRAWL SPACES, AND SLAB ON GRADE AREAS ` ,% , f A j _ 48" DIA j - r , T r \ 0.3 ` _- 1,: C. r n ALL JOINTS SHALL HAVE BUTYL ° ' / (NORMAL PIPE / .. i--, \ � 0 I i 15 -0 15'-0" 3,500 GALLON RUBBER JOINT SEALANT BETWEEN ° / LENGTH PERMITTED ''; `� 0 SEPTIC M.H.\ -� \ ' =-cZ 11'-0" 1,500 GALLON EACH CONCRETE SECTION ° "� \.••'` ZO O r I' � 1� -' T \ EXPANSION C) -n'� _; AREA 1 ) ', I I I KNOCKOUT INLET AND I r•,UC, ,, REPLACE EXISTING MANHOLE WITH DISTRIBUTION POOL I I I I o z OUTLET OPENINGS PROVIDE PRECAST ,' r I z 0 DE E /' ` 0 --,T i,r 1-\ - PROVIDE 18 DROP TEES ON OUTLETS (TYP) i i Q O CONCRETE INVERT-� 8" z - \ - \ ''.t-; I I r- 0.1 MIN / \ r -) 1 .1 11 --� O 4 0 12" - 3/4" BROKEN STONE /r ,\ �\ � 1 i G'� I' -��- _\r I I I I CD O r -.EXPANSION ° _ - ,' I - -- I I - I o o + N + + \ AREA / y%, I- - -- -I� - -j I rn STANDARD SANITARY MANHOLE DETAIL . . % + �' h _ NOT TO SCALE ~ t \ BENCHMARK: ROD - _ - I1 j; F 2' --2'--{ 2'--i TEST HOLE DATA WITNESSED BY RICHARD STROUSE P.E L.S. MARCH 1 s9s EL=12.89' (NGVD29) �__. `____ ___-.' / ---- -�- T _ -T CAST CONCRETE COVERS PLAN T.H. #1 _ - - - _ . 0"-10" TOPSOIL L-� \ / `T ` _ LIQUID LEVIV- IEL (CENTER COVER ONLY t'` ,,.� 10"-30" SANDY SUBSOIL _ ON 3,500 GALLON UNIT) `\ --- \ T.\\ N PLAN �8'-0"� � Ari �; 30"-96" FINE/MED. SAND SP _ I \ °� �. �' 1 WATER ® 96" T \ °4` 1`; T'��?' o LOCKING CASTING p, OOOO 5� : f =T - \ �., _ \ _ �Y4_ rn rn M TO GRADE INVERT-11.0 a x; GROUND WATER ELEVATION 2.5 _ I \ � �- � ` f. ^ I FINISHED GRADE o 0 0 0 1 �, " � -- _ 1 _ . co TEST HOLE DATA WITNESSED BY RICHARD STROUSE P.E LS. JUNE 2016 ----- - _ ' T.H. #2 EN R� \ ; ` ,,,1 � Eu_;e \ j CHIMNEY r_' _ F'� T ;� :. o 0 0 0 i �n a"� 0"-15" TOPSOIL Tr tY S `� r. -,;..,.\- - EA 'I _ N 86'50'42" E` - 24' O O O O 1 sE r o a o 15"-32" SANDY SUBSOIL SM �'r'�'`;"T ,,- i 46.30' _ -- - --- T "1,1 :1,,1... min. g 5'-0" ;,,f� h `- .. X t r �_. :_ - J C .= } i i,J. `r M INVERT cD -` < -- ' 32 -144 SAND SP POORLY GRADED WITH LITTLE TO NO FINES �, o " " !' \\ -:, ') \ / `- ,,> ', c�-L: , - - 2/3 OF CAPACITY 6 O O O O I 5 GROUND WATER ELEVATION 0 3 f PROVIDE WYE I \,__I, ,,,, } �__, �,. , � =" CONNECTION -- - _v \ ', c--?;`' _.`.:_.. _ `-_�.. _ �_.... �_`-=� INLET - - - ON EXISTING LIN °" 4' 1 OUTLET r6 ` LIQUID LEVEL O O O O VERIFY INVERT ' / / J N BOTTOM=6.0 L=188.46 / AT START_OF CONSTRUCTIO -' ` t },1 I Q _ y. \ �., ` ` = ��` t,;: }' "' R=905.00' 5000 GALLON TWO COMPARTMENT H-20 - - INLET BAFFLE �, Q _ a . I 1 6 OUTLET r:ili,',9� I1 \�/ �,i;3 ,,L t ;1 j, +'�' 1 O O O BAFFLE O -- - a / hP \ I SEPTIC TANK � 1 0 � o ; o 6 ~' ` "i . � I u, r, x_196• ' ,-!-, \ � Ki EFFECTIVE SEEPAGE AREA: ±125.6 SO. FT. _973• , I: q ..,, "", DESIGN NOTES: 1' �- -- '` ,-? ,!, 1. ALL JOINTS SHALL BE SEALED WITH BUTYL RUBBER SEALANT AASHTO H-20 LOAD RATED \. / 16 FA , L\NE I / - \ '- \ fc - '` 2. ALL INLETS AND OUTLETS SHALL HAVE WATER TIGHT APPROVED SEALS R1GH1 OF WP + _='' - ,� •°--5 - ;,r;)r�T 3. TANK SHALL MEET CURRENT ASTM C 1227 6 �_6" LEACHING POOL DETAIL PROVIDE 5,000 GALLON �+; LL-.I- Es-k.'r - �f1,. `� �y. ti; - CROSS SECTION \1 L. \ 0 4. CONCRETE STRENGTH SHALL BE 5000 PSI MIN. AT 28 DAYS NOT TO SCALE SEPTIC TANK \� 15.7 S 20so �8 - `'p :, M� , "'_ 5. TANK SHALL MEET H-20 LOAD REQUIREMENTS ;,', GREASE TRAP m Z TF=f23 ", Og,13 PROVIDE ADDTIONAL''.• ro n ole 11 '� � !,, 1,A-0,v_ 6. REBAR: ASTM A-615 GRADE 60 INV IN=18.85 L� -"t,,ti 3,500 GAL GREASE TRAP - 7510 �,._ - _ / ;h ". 1 7. PROVIDE INTERIOR BAFFLE WHERE REQUIRED M �1 INV OUT-18.35 �' R%3 � RELOCATE EXISTING PIPE S_ 18 _ S___ ' `_! 1 �� ` gip. " 1'1 ,'' ; NO. ISSUED TO: DATE w 1 PLANNING MEETING 04/13/16 1 PLANNING SUBMITTAL 04/26/16 ol \ \ a \ \ F \ \ 0 0., 0 �\ N 00 UP C N All d' y,1\0\I LAWN 3 / �\I2 LAWN s \ �. PRO SHOP 'o \ 001 \ / EXISTING PRO SHOP = 688 SF \ PRO'S PROPOSED PRO SHOP = '718 SF \\ �' / ryV OFFICE \ \ 002 \ \\ ary ;� EXISTING \ / BASEMENT HALL#I \ / / \ 005 \ / E W EN'S 033 \ STAFF � / \ \\ \ 32 \ \ \ / EXISTING OFFICE#1 \ \ �, / F \ / LOWER LEVEL O O. 003 a WOMEN'S \ I 029 E MEN'_• ^� \ CHANGING \ / \ 3a-b 031 008 01 op \ ,. WOIVIE 'S" EXISTING STORAGE STAFF ` \" ' `' \ <`, \ \ / c�✓ OFFICE#2 \:\ ' ,� CHANGING\ \ 030 \\' �' ENTRY 004 = ` �;'. \ \ \ �\ . ' J.C. �� 006 - - - - - - - - - - - - - - - - - - / IA At / / MEN'S \ I ��G �$\ \ \ � / \I \, CHANGING \ \ / m / \ \X\' EXISTING / CRAWL SPACE - WALK-IN �, , \ \.\, 010 COOLER \ \ vy\ \ / b / MECH O1 i' - 013 / \ ---- \ HALL#2 -r i - - - - �� 1- - TL 0 I \ / to 014 - � y \ \ I -,-LT HOUSE FURNITURE — T- -- \ DRY � �� I- � <; � �_ ELEV. / ` STORAC E - -- KEEPING STORAGE 020 MENS WO E _ 026 027 MACH.RM. �I BATH I I [� (_ MEN'S `r_OMEN'S - uP � 028 \ 'PAIR#1 I ANGING CHANGING PREP X21 I \ f G \ KITCHEN \ / . 0�2 J i e o X012 DRY a \ \\ \ SERVICE STORAGE \`,` ` \\ HALL #3 -- ------ \\, \\ \ ,;, I -R- I ELEV. 034 \ `\ \ �, \ \�\ y > ----- 0 1 \ l \ �\\ WINE/LIQUOR - / ql�lxo STORAGE L 015 - - J / y CLUB RECORDS ^ UP r— — —�— — —� — T — 019 STAIR#2 tl I . I \ STORAGE/MECH NZ F - - - - - LAUNDRY 018 LINENS 016 - F— ---1 v � I I UNEXCAVATED UNEXCAVATED / `�, - �- - - - - -J / O u� k ry b o� /I m - QIra / I MAY 0 2 2016 / / STORAGE / South6ld Town / Planning Board 017 / / I �r / --- NOTE: this drawing is the property of the architect and has been prepared specifically for the owner / I I for this project at this site and is not to be used for any other purpose,location or owner without the written consent of the architect. o PROPOSED RENOVATION/ADDITION FOR: m I I N FISHERS ISLAND CLUB FISHERS ISLAND,NY - L — — — — — — — DRAWN BY: 36'—O" 401-111 ol 36'-O" �a'-�' __. -.- MARK P. FINLAY JM TL ARCHITECTS, AIA DATE: f 211_� 04/13/16 JOB NO.: 96 OLD P T OS RAD O S RT OUTHPO CT 06890 203-254-2388 I II Y 25"1 6 1502 50 DWG NO.: OVERALL V R-ALL LOWER O R A LOWER LEVEL PLAN L E VEL PLAN KEY PLAN NOTE:DO NOT SCALE DRAWINGS, SCALE: 1/8" = 1'-0" REFER TO WRITTEN DIMENSIONS ONLY. U U NO. ISSUED TO: DATE \3, o� PLANNING MEETING 04/13/16 1 PLANNING SUBMITTAL 04/26/16 a b N fo3 3 A r. 3� 0 r, 0 N n \3 01(1 P5 N. / i \h /i/ \3�� / / X140 ED go EXISTING OFFICE#3 136 FPGA � � \ \ '�>�'��\'�,. �/ /j\��%.�%%j i/�j �`\ \ �-� \ , � (�✓ / / \ \ /// /\ �� EXISTING PREP AREA 135 h0 /// / / \ EXISTING / cs, \ O SERVICE ENTRY \\ / ,107 / !� *r %,.-/ / / (� \ c�✓ / \ \ / / EXISTING /� ° WALK-IN DRY / \ FREEZER EXISTING TORAGE / sr[N DINING KITCHEN 133 �� croTritzrNr EXISTING / PRIVATE / 127 \, >^� '1- •\ -� %; �,'i' /j// / /"j is -' 'i\ h '' -':� � \' _ \ / / \ L , / _ DINING / \ EXISTING HOT \ \:, 'moi `. -\ \ \ / / _% ` �y / // AND COLD 1 _ /// \ 126 AND LINES WALK-IN � >�, / / MEAT REF. WALK-IN \ \ \ / REFRIGERATOR EXISTING GRILL ROOM \ \ \ \ / \ / / LIQUOR GR STORAGE vairlaNAL. \" �, / ,''\l — — — — — -7 — — — — — — — — —'— — / \ \/ 132 ..BAR SCATS ,104' '\\i — — — — — — — — — — — — — —'� i \ \/ \ - -� Z 4� -- 2 - i / / \ � �' ti C / - \ i \ C / I .r / '-\ I � L �I \ B i� EXISTING - ::�. EXISTING / '1 - - / ' COVE a I I - L -- - - J - - - - z - \� / TABLE STORAGE m OFFICE#1 \ i �n �I� i �� '�\ \ / - /' , '%. , L - - � I - � �`� � \ 128 // 131 - � �I \ / ,y � I , 162' I- I -/ - L - -- - - - -I WALK-IN \ - - -- EX.LINE act::' :i.: \ :' � :-1/' - '/ ✓;' _ i /': i �� \ --L ��\ - - f--��-- I REFRIGERATOR '.i&t. EXISTING BEV. 11 i i I I �;\ ,..,-,• / - /� A I I I i I I ! I ill II I I I I I S I � I i l ,. GRILL i I v I I I II I i i I \ I I I I I `� II i I I 1 I � I II I I I I I I I I I I � I I i I I I '.KIT I CHEN , I i \ II I 1 I I I I i I I i I I I I I I I I I I I \' I I I I I I I I I I I j I I 1 � I I!I � I 08 �- � 1VliV�T I i � I \ II I I I 11 I ELEV. 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I 11 ! I � I III I� ��_=__ DOWNSPOUT LOCATION- - --- MAY 0 2 2016 Southokf Town Planning Board NOTE: this drawing is the property of the architect and has been prepared specifically for the owner for this project at this site and is not to be used for any other purpose,location or owner without the written consent of the architect. PROPOSED RENOVATION/ADDITION FOR: FISHERS ISLAND CLUB FISHERS ISLAND,NY DRAWN BY: MARK P. FINLAY M TL ARCHITECTS, AIA DATE: 04/13/16 JOB NO.: !:>.i„c: 96 OLD POST R AD ..:;..3;;:::<>:::.;':; <;:: O , SOUTHPORT CT 06890 203 254-2388 1502 A ” N 50 A .!•:: DWG NO ROOF i��i;:.:��:!!�!!�:::�:i��ii��!�ij�j��:,��i�ii�i��:,.,:iii�: .z" I 0:00 PLAN OVERALL , . � : V RA LL SCALE: 1/8 1 0 ____ ////// 8_: . .. `\` `'`, _: ROOF PLAN A-3 1. KEY PLAN NOTE:DO NOT SCALE DRAWINGS, REFER TO WRITTEN DIMENSIONS ONLY. NOM ISSUED TO: DATE 1 PLANNING MEETING 04/13/16 1 PLANNING SUBMITTAL 04/26/16 rnO N IEEE L --- --- --- F -IFT 0- — 0 0 —4-4-41 JILL:: 41 SOUTH ELEVATION A-�4 SCALE: 1/8" = 1'-0" F N:- :HIM 71 T 11T L !I IL 71 F- It ILL ❑ 54�77719[1 L-71-1 Lj C= F MAY 0 2 2016 Soutbid Town Planning Board 2 NORTH ELEVATION NOTE: � A-�4 SCALE: 1/8" = F-0" this drawing is the property of the architect and has been prepared specifically for the owner for this project at this site and is not to be used for any other purpose,location or owner without the written consent of the architect PROPOSED RENOVATION/ADDITION FOR: FISHERS ISLAND CLUB FISHERS ISLAND,NY DRAWN BY: MARK P. FINLAY JM TL ARCHITECTS, AIA DATE: 04/13/16 JOB NO.: 96 OLD POST ROAD, SOUTHPORT, CT 06890 203-254-2388 1502 OVERALL DWGNO.: BUILDING A-4 NOTE:DO NOT SCALE DRAWINGS, ELEVATIONS REFER TO WRITTEN DIMENSIONS ONLY. 7Y U U Y U NO. 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ON A BLUESTONE 5A5E CD 4.H — ----- R+VH L1 SITE ?�ALL :1E :]LIE -ILIL L ,--�FIELDSTONE VENEER Ll PAINTED 5GUARE CUT -1E] RED CEDAR SHINISLES k4l :1E ID 61, EXP05URE T 1? APPROX. ORADE Ob T/O SLAB T/O SLAB LOWER LEVEL 7 LOWER LEVEL 7 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ALUMINUM CLAD NINnONS 4 DOOR-S — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T — — — — — — — — — — — — 7 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — -L — — — — — — — — — — — - -L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NORTHEAST I ELEVATION rT� SOUTHWEST ELEVATION SCALE: 1/4" P-O" SCALE: 1/4" F-0" 4" TH. ROCK-FACED EDOE FIEL-DS70NE CAP L.C.C. CAP OVER CEMENT HASH ASPHALT 5HINOLE ROOFINO L.C.C. FLASHINGS 4 COUNTER FLA5HIN6 6" FIELDSTONE VENEER TYPIOAL::� OVER C.M.U. CHIMNEY —---------- —------ --1:2 --------- 5/4" x 6' PAINTED PVC, NINDOK CA51NO, TYP. ------ ALUMINUM CLAD NINDONS —--—------- ASPHALT SHINOLE ROOFINO H.H. R.H.H. Aj LIL LIL I L.C.C. FLA5HIN& 4 COUNTER FLASHINS :1011E 12 -23 COATED COPPER (5UTTER5 AND LEADERS IL DE -1E 11 k III MAY 0 2 2016 :1E -ILIL -�L lanningBoard T/O 71- LE SLAB FIRST FLOOR 0'-0" (EL. 36-10") NOTE: - - - - - - - - - - - - - - - - - - - - - - - - - - ALUMINUM CLAD PAiNTED Nooz> oowmN ON this drawing is the property of the architect and has been prepared specifically for the owner HINDON5 4 DOORS BLUESTONE BASE or is proj cc issi can isno c use or any o cr purpose, oca on or owner r--1 L I— ithout the written consent of the architect. L —J PROPOSED RENOVATION ADDITION FOR: FISHERS ISLAND CLUB FISHERS ISLAND,NY DRAWN BY. MARK P. FINLAY JM TL ARCHITECTS, AIA DATE: OL T/O SLAB 04/13/16 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —L - — — — — — — — — — — — — — — — — — `F LOWER LEVEL JOB NO.: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -j- — — — — — — — — — — — — — — — — — L-LL— 96 OLD POST ROAD, SOUTHPORT, CT 06890 203-254-2388 1502 DWGNO.: BUILDING 2 NORTHWEST 1 ELEVATION A-6 17 l�T��M�Ti' W ��-�6 SCALE: 1/411 11-011 NOTE:DO NOT SCALE DRAWINGS, ELEVATIONS REFER TO WRITTEN DIMENSIONS ONLY. a� w NO. ISSUED TO: DATE 1 PLANNING MEETING 04/13/16 1 PLANNING SUBMITTAL 104/26/16 'S a b H a N N M N 4 TH. ROCK-FACED EDGE N FIELDSTONE GAP r N L.G.G. GAP OVER GEMENT WASH 6" FIELDSTONE VENEER ASPHALT 5HINGLE ROOFING OVER C.M U. CHIMNEY PAINTED PVG TRIM _ LEAD COATED COPPER -- - DRIP GAP AT ALL MEAN ROOF HEIGHT WINDOWS AND DOORS -- ASPHALT SHINGLE ROOFING / \ 5/4" x 6" PAINTED PVG WINDOW CASING, TYP. HH �iH :1 E: �i+ MEAN ROOF HEIGHT / _ ❑ ALUMINUM GLAD WINDOWS MEAN ROOF HEIGHT OF _ _ __ EXISTING TO REMAIN - -- -- - - -- - - jJIF] - - - % ---------- _ _ - -- - -- - ---------- _ PAINTED SQUARE GUT ------------ - - -- - -_--- - - -- -------- --- - --- RED CEDAR SHINGLES W — - --- - -- - --.-- --- ___ -- - - 6" EXPOSURE - - n - - - -- - - - -- --- - - - ------ - R.H.H. -- - Ll -- PAINTED WOOD Ll COLUMNS ON _ BLUESTONE BASE O - - - - --- - -- - -- - -- �' - ---- I -- � � EXISTIIN6 DOORS TO REMAIN. - -- - - - - - --- ❑ TE ❑ u ❑ PROVIDE NEW CASING TO MATCH - - --_ ❑ / - - - -- --- / -- - -- - PROPOSED WORK. % - ----- - - -__- _ _ _ _ EXISTING WINDOWS TO_REMAIN. - _ _ _ --- Jl -- - - - PROVIDE NEW CASING TO MATCH -- ---- OJ� -- - - T O FINISH TF FLOOR — - - ----- - -- - - -- - PROPOSED WORi<THRODGH011T.-_ - � - _ _ __.--- � �- _ � i - -- -- — -- ---- TIO SLAB FIRST FLOOR - -- - -- -- --- - APPROX. GRADE APPROX. GRADE - FIRST FLOOR EL. 36'-10 3/4" - _ EXISTING DOORS TO REMAIN. EXISTING WINDOWS TO REMAIN. FIR PROVIDE NEW CASING TO MATCH I PROVIDE NEW CASINO TO MATCH I (EL. 36-10") - PROPOSED WORK.- PROPOSED WORK THROUGHOUT. ALUMINUM GLAD _ - - - I I - - - - - - - - - - - - - - - - - I - --- - -- - - - � � - - - - - - - - - - - - - - - - - � � - - - - - - - - - - - - - - - � � - - WINDows � DOORS � I- - - - - - - - - -'- I I PAINTED WooD COLUMNS I I I I I I I I I I I I ---_ -- --- - -- - -- -- I I I I I I I I I I I I ON A BLUESTONE BASE I I - - --- r L -1 rJ L --I rJ L � r -1 Lam - -iJ F_' L-1 F__' �i- - --- -- - -- L- - - � L - - - L — �- - - � L —1 L —1 L - - _Sill — EX15TINO GRADE h T/O SLAB LOWER LEVEL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 NORTHEAST 2 - ELEVATION 1 NORTH - ELEVATION A-7 SCALE: 1/4" = F-0" A-7 SCALE: 1/4" = P-0" ASPHALT 5HINOLE ROOFING EXISTING LOUVER EXI5TIN6 LOUVER TO REMAIN �� TO REMAIN ------ --------- --- MFAN ROOF HEI614T OF - - -- - ----- - _ --_.-- - _ ASPHALT SHINGLE ROOFING --- - -- --- - ---------- ----- ------- - - - - ------- -- - -- -- ---- -- -- ---0 EX15TINOTO REMAIN ------ ----- -------------...------------------ - ��___ --------------------------- --------------- --------------------- ---- ------------ --- - -- ---- - CONGEALED -- - --- - ----- �� - STEP FLASHING _ __ - I ___._____EXISTING WINDOWS-TO - TYPICAL a ALL PROVIDE NEW CASINO TO MATCH ROOF/WALL CONDITIONS PROPOSED WORK_- --- - - -- - EXISTING WINDOWS TO REMAIN. --_- -- -- ---- - --- PROVIDE NEW CASINO AND SHUTTERS TO MATCH PROPOSED WORK. - - -- - ---- 6 HALF ROUND LEAD ---- -- - --- - -- - COATED COPPER GUTTERS AND LEADERS DE: :11111 1111 -- LILILI Al LL11 11 LIFE J10 -= -- - - - -- ----- - MAY 0 2 2016 T/O FINISH FLOOR Southold Town I FIRST FLOOR Planning Board EL. 36-10 3/4" (EXISTING) I I I I I I EXI5TIN6 DOOR TO I I I NOTE: REMAIN. PROVIDE NEW ❑ this drawing is the property of the architect and has been prepared specifically for the owner CASING TO MATCH for this project at this site and is not to be used for an other location or owner PROPOSED WORK. withoutpthe written consent of the architect. y purpose, PROPOSED RENOVATION/ADDITION FOR: EXISTING GRADE FISHERS ISLAND CLUB FISHERS ISLAND,NY I MARK P. FINLAY JM TL ARCHITECTS, AIA DATE: I 04/13/16 96 OLD POST ROAD, SOUTHPORT, CT 06890 203-254-2388 JOB NO.: 1502 DWG NO.: BUILDING 3 NORTHWEST 2 - ELEVATION A-'7 � A-7 SCALE: 1/4" = 1�-0" ELEVATIONS L - - - - - - NOTE:DO NOT SCALE DRAWINGS, REFER TO WRITTEN DIMENSIONS ONLY. U NO. ISSUED TO: DATE w 1 PLANNING MEETING04/13/16 1 PLANNING SUBMITTAL 04/26/16 a b H a 6" FIELDSTONE VENEER 00 OVER G.M.U. CHIMNEY. .-i N O ASPHALT SHINGLE ROOFING N n N - ELEVATOR SHAFT EXISTING ROOF MEMBRANE ALUMINUM LOWER FOR IN-TAKE AIR MEAN ROOF HEIGHT L2 MEAN ROOF HEIGHT R.H.H. loll ASPHALT SHINGLE ROOFING --- - - PAINTED PVC TRIM. REFER To FIF --- -- m ARCHITECTURAL DETAILS FOR, ___ - PROFILE AND DIMENSIONS 12 -]LIE - — - PAINTED PVC SHUTTERS ----- - - - - --- 5/4" x 6" PAINTED PVC IQ w/ 5-UTTER D0G5 TYP. .0 CORNERBOARDS, TYP. ALUMINUM GLAD PAINTED PVC, TRIM WINDOWS 4 DOORS LEAD COATED COPPER DRIP GAP AT ALL LEAD GO COPPER WINDOWS AND DOORS TED O DRIP GAP AT ALL R.H.H. - R H H WINDOWS AND DOORS TYPICAL EXTERIOR WALL CONSTRUCTION: ❑ ❑ ❑ ';� -- n 'GERTIGRADE #1 BLUE LABEL' 18" BACK PRIMED AND FIELD (N� ❑ ❑ �I PAINTED 5QUARE GUT RE5AWN 4 REBUTTED RED CEDAR SHINGLES w/6" EXPOSURE (ALIGN COURSES AROUND ENTIREFUF ' --- - --- ---- - ----- -- - - - ---- _ 5/4" x 6' PAINTED PVC BUILDING, PROVIDE MOCK-UP FOR ARCHITECT'S APPROVAL) / -- ---------- -- ---- _ _ - WINDOW CASING, TYP. OVER#50 FELT UNDERLAYMENT BUILDING PAPER, I/2" ZIP - - -- ---- \ - SYSTEM WALL SHEATHING, 2x WALL FRAMING AND 5 I/2" (MIN -- -- --- -- --- - -- --- \ - `t - - R-2I) BATT INSULATION. REFER TO INTERIOR ELEVATIONS FOR INTERIOR WALL FINISHES. REFER TO SPECIFICATIONS �11= 7D / \ - __ \ ___ _ - ' � ❑ ❑ �DOE 5/4" x 6" PAINTED PVG \ � -------.- - --- --------- - \ c � GORNERBOARDS, TYP. s — % - -- - -- - -- - - --- -- -- // -_-_: PARGE GOAT® ALL - -- - - - ---_.-----.----- - - -- __ _-- i' - -- EXPOSED FOUNDATION \ i -- - ---------- - - --- ---- - - -- _ WALLS -- - -- - - - -- ------- -------- O, T/O SLAB I I I - - - - -- --- - - - - - -- ---- - - - -- - - 3 - - _ T/O SLAB FIRS(FLOOR APPROX. GRADE FIRST FLOOR I I I I I I I 0'-0" (EL. 36'-10") — — T L — — — — — -1 — — — — — —/ FAROE GOAT a ALL -- -_ ---- U J 00 MAY 022016 2 Ho ° oU outh6ld Town Planning Board _ � c o LU ID Q) CZ C13 c: I ISHP Rs s UB I L4ND Cl- U°6 V = co N O •� �, M Q1T o � cz rn "- U cz N Q N uj 00 co co 0 CURVE DATA A DATA ABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE UNE TABLE LINE TABLE W (n co CURVE DELTA RADIUS LENGTH CHORD CURVE DELTA RADIUS LENGTH CHORD LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH 'a C 1 0°48'08" 3687.32 51 .63 N33'41 26 W 51 .63 C12 89'01 35 301 .00 467.70 N86-14'1 9 E 422.05 L1 N01°29 30 W 200.00 L12 N75°36 00 E 103.12 L23 S82°51 10 W 152.83 1-38 S43°37 40 E 112.00' L49 N40'06 30 E 141 .16 L60 S871 3'1 1 E 83.00 L69 N41'4,3 ,3 2 E 94.38 cu J C2 1*53'15" 3642.32 119-98 S33'09'41 "E 119.98' C13 33'32'32" 348.00 203.73 N58°29'48"E 200.83' L2 N34°05'30"W 241 .26' L13 S24'49'00"E 270.52' L24 N34°37'49"W 187.16' 1-39 S84'24'1 0"E 155.12' L50 N85'07'48"E 202.50' L61 N 16°20'20"E 130.30' L70 N86°50'42"E 46.30' C3 40°54 57 248.01 177. 11 S65'53 „31 W 173.37, C14 1 1°34,38 973.78 196.76 N81-03'23"E 196.43, L3 N57'03 00 E 154.41 L14 S24°49,00»E 188.69 L29 N45'26,03 E 132.82 L40 N56'19 10 E 144.89, L51 S86'46 42„E 159.53 L62 N45'28 40„W 46.07 L71 N74'54 49»E 75.02, 1 C4 12°02'54" 473.79 99.63 N87°37'28"W 99.45' C15 11'55'53" 905.00 188.46 N80'52'46"E 188.12' L4 N89'04'30"E 70.38' L15 S44°24'00"E 244.00' L30 N81'35'44"W 80.10' L41 N23°02'15"W 37.90' L52 N73'21 '48"E 115.31 ' L63 S44'31 '20"W 77.00' L72 N34'05'30"W 228.56' C5 35°45'49" 232.46 145. 10 N80°31 '23"E 142.75' C 16 104'10'58" 255.00 463.68 N86'10'59"W 402.39' L5 N89°04'30"E 47.04' L16 S89'59'00"E 62.40' L31 S62'38'30"W 452.91 ' L42 N57'15'50"W 61 .40' L53 N 17'40'1'8"E 304.56' L64 S 17°20"10"W 91 .96' L73 S41'43'32"W 95.33' l C6 67°11 '50" 42.15 49.43 S49°56'15"W 46.65' C17 33'32'32" 388.00 227.14 S58°29'48"W 223.91 ' L6 N33'26'50"E 77.21 ' L17 S15'53'50"E 239.64' L32 N27°21 '30"W 108.50' L43 N58'54'30"E 74.47' L54 S50°25'50"W 129.09' L65 S06°07'40"W 253.34' L74 S86'50'42"W 46.30' C7 31°51 00 70.09 38.96 S00°24 50 W 38.46 C18 1 1'34'38" 1013.78 204.84 S81*03'23"W 204.50 L7 N20'25 10 E 212.89 L18 S24'47 10 W 669.67 L33 S62°38'30"W 175.00' L44 N37°38'50"E 44.20' L55 N50°25'50"E 179.62' L66 S48'04'40"E 91 .00' L75 S74°54'49"W 64.49' C8 29°58'00" 129.93 67.96 S30°29'40"E 67.18' C19 1 1'55'53" 865.00 180.13 S80°52'46"W 179.80' L8 N 19°50'00"E 344.50' L19 S38'04'10"W 253.83' L34 S06°05'00"E 42.52' L45 N21°39'30"E 97.03' L56 N65'34'10"E 218.80' L67 N 1 6'20'20"E 130.30' L76 S45°26'03"W 122.30' yb' C9 104'06'24" 20.00 36.34 N35'42'52"W 31 .54' C20 40°54'57" 288.01 205.67 S65°53'31 "W 201 .33' L9 S23°00'00"W 50.89' L20 N 19'57'45"W 548.52' L35 N85'20'00"E 45.64 L46 S26°25'00"E 128.65' L57 N 16'48'10"E 373.23' L68 N45'28'40"W 46.07' L77 N81°35'44"W 80.10' C 10 3 1'5 1 '00" 100.09 55.64 S00°24 50 W 5 4.9 3 C21 12°02 54 513.79 108.04 N87°37 28 W 107.84 L10 S68°23 00 E 145.80 L21 N78°56 50 W 240.94 L36 S84°06 00 E 160.30 L47 S52°09 36 E 229.16 L58 N 18°02 30 E 518.33' L78 S62'38 30»W 100.00 ..a C 1 1 29'58'00" 159.93 83.65 S30°29'40"E 82.70' C22 35°45'49" 192.46 120.13 S80°31 '23"W 1 18.19' L11 S55°56'00"E 142.90' L22 N60°47'5011W 1 14.87' L37 N51'09'30"E 81 .80' L48 N 19°45'24"E 68.52' L59 N87°46'07"W 313.07' L79 S38-44'1 4 W 126.49 ' yy t? 8 f \ '' 1-7 1 i \ 7-4 \ 7-12 7-6 \ 3-1 2-2 2-1 1-8 _J 1 7-5 L60 I -11 �- 7 L59 G� 7-7 tp N/F WRECK 1-9 / \ \ N/F VANHENGEL FAMILY J ISLAND (NORTH) LLC \ PROPERTY TRUST o � "VACANT LAND" / 1-12 \ \ gY �\ 7-10 7-8A N/F KINDER VH CORP LLC `�8 65 1-10 m Q O / O >- tp / N LL- Z7-86 T 8-1 8-2 1-11 WO zz / / � o � o `W N/F MAARTEN R. & CLAUDIA N/F RICHARD A. MILLER / Q Q ' ^ Z / - VANHENGEL "VACANT LAND' / / W i1 Q O 8-3 Ld Of & n 0 a- U (/7 8-4A 610 JO / w 8-8 � 12-3 \ / N/F HN A. NIELSEN / _~ O = "VACANT LAND" / V) W L1 N LL \ 1000 �_ \ / / 8-7 8-6A �5e / INDEX L11 I _ SHEET No. DESCRIPTION 12-2 \ ) 12 -� / / 9-1 8-9 N/F JONATHANKIBBE R. & MADORA � I 1 COVER \ / #17 -_� / 2 EXISTING CONDITIONS PORTION ALONG ALON v�SHORE 1000-4-4-16 8-11 FISHERS ISLAND DEVELOPMENT CORP. 3 OVERALL SITEPLAN/ / L1 � 39.95E ACRES N/F MARY DENNY WRAY 4 LAYOUT AND GRADING 4-4-4 PORTION 1996 TRUST N/F H. L. FERGUSON MUSEUM, INC / 12-1 10-1, 10-8 10-2 5 UTILITIES, DRAINAGE, & EROSION 'VACANT LAND' / AND SEDIMENTATION CONTROL 6 SEPTIC DESIGN } Q 4-4-5 8-12 8-10 � / / m Y Y � N/F GAINE GWATHMEY -5-2-3 / 12-7 #16 1000 / 7 LANDSCAPE AND LIGHTING PORTION L8 L14 N/F SARA E. EVANS 8 DETAILS o L51 10-8, 10-7A,B f <� 5'? L50 / 4-4-6 1000-4-4-8 L1 K Z N 1000-5-2-2 v �stj �` / Z F- 1000-5-2-4 m L16 N 9 <c� '`� 1 <g 4i Fx 11-4 #18 FISHERS ISLAND DEVELOPMENT CORP. #2 �-� tJ 1,�� 3L35 �� N/F HAMILTON ? > O 0 o CO #1 33.32± ACRES X16 �'� F BRANDYWINE TRUST CO., �i�� RESIDENCES LLC / p w o 7 AS TRUSTEE 1000-4-4-9 C21 C2 E:D- ,N0 LOT 1 `LO L39 / - �1 o m MILLIKEN �,�CO G CLUB -� /� L�.I a m N SUBDIVISION 11-1 6 gEp,Cfl / ALONG t _� \__ ALONG SHORE 1979 C2 X15 �� / #3 / w o 0 0 L3 L74 C19 \ / -� Q 1-1 n co LOT 2 C C C15 L71 / / / "o 0 0 MILLIKEN N C14 L70 SUBDIVISION , / L2 L17 z/ / \ -_/ / \\ // N 1979 1000-4-6-8 / VACANT v GOLF / Q LAND C16 ® CLUBHOUSE / cF L1 L24 G�2 FISHERS ISLAND DEVELOPMENT CORP. Q o N/F L2 11.921 ACRES L 0 Cie NOTE: ALL DEVELOPED ABUTTING PROPERTIES o FISHERS ISLAND L22 CONNECTED TO MUNICIPAL WATER AND HAVE N N DEVELOPMENT CORP. \ L21 DLINNE / ON SITE SEPTIC SYSTEMS. coED � co N :;) m � I I I � ABUTTERS 0Li M-S-B-L OWNER USE o o Fn Q Lj CD Li cl� O w ct� Z 0 J 1000-4-4-8 PRESTON REED, INC. SINGLE FAMILY RESIDENCE 0- m v u L20 / 1000-4-4-9 EDMUND M. CARPENTER SINGLE FAMILY RESIDENCE DATE: 03/22/2016 15-19 \ / 1000-4-6-8 JOHN N. IRWIN, III & VACANT LAND „ , / L1 JEANETTE IRWIN SCALE: 1 = 200 \ / 1000-4-4-15 EMILY R. CRISP REVOC. TRUST SINGLE FAMILY RESIDENCE QUALITY CONTROL CERTIFICATION COVE 250 125 0 250 1000-4-4-16 KANE K. BAKER SINGLE FAMILY RESIDENCE PROJECT: #2015825 1 =16- ROUP REVIEWED DATE 1000-5-2-1 BRANDYWINE TRUST CO. SINGLE FAMILY RESIDENCE /' // \ / PROJECT r AnacER 1000-5-2-2 GAINES GWATHMEY SINGLE FAMILY RESIDENCE suRVEv / �- GRAPHIC SCALE IN FEET EwviEONrAENTAL 1000-5-2-3 SARA E. EVANS SINGLE FAMILY RESIDENCE SHEET av L ST�UCTURaL 1000-5-2-4 HAMILTON RESIDENCES LLC SINGLE FAMILY RESIDENCE 1 OF 8 ARCHITECTURAL O N /�( n I L, \ 1! �0p4'O OORT �0 �- I �7TENIS C a' F00 O co- z0CAMPBELL N o ,7V\ rT PoRMON Ato- IC , z oU DC)U � PORMON a� O C 10 8, 110-7A B 10-3 W 0) / \ APPROX. LOCATION 2 m BENCHMARK. ROD T 4" WATER SERVIC 4-tea c i 0 EL=12.89' (NGV029) T ELEOC T'-T \ \ pi Q ) � Lu 3 APP06ROXIMANEXT 10-6 o-4 X Z6 Q TO PIB T RAIECE \ 2000 ROA e U J O io-s e�av / 0 '_ �' a��i > N ROA -- FEN EC E F PAVEMENT co .,�' APPROXIMATEXT EgST EN 14 OBD / ch > o U cz N 1000' TO NE o Q L N LU 00 OA \ 00 R e C TIC SEPTIC / / "' cl) 00 r) /� RAIL H• / 0 W (n co GOLF j TIN / CLUBHOUSE / � \ ANDICAP Q EXI� TANK � --- PARKING `�jUNIp�R5,�13.23 \ ca \ ❑p \ j HF 13.3 \ �- J BLDG. �BLUESTONE `10\ TENNIS COURT 14 X / \ TO REMAIN \ WALK 14-- \ �Ou�� ° � SEPTIC p H / GREASE _ U� ©� 15.2 x(' ` 12^ / A 18. l\,, TRA �TYP. ERRY HT _. _ �� \ o STEPS ' `° ELECTRI l \ J L f' ' / /` TRANSF. \ TENNIS U ' TWIN CHERR �1' O LI HTP' / _ ._,_I \ O \� I HTS. /" - �-, `` '..• o PA ' x15.62 COORT t _ 12 / ff f - - - STEP ° TEN� � CHERRY LOCATION MAP SCALE 1 =400 20-� I '� / /- - ROX. LO�AII N N \20:1 0 /� s \ �� 8. 1 4�:_yVATER SERVIC o \ I` CHERRY BURT T / \ i _ /\ STEPS•~y X/ J ',/ , -.� - J26\ `. ~\PI E�IN S CABLE v AMP W/ BO x / MAP REFERENCES GHT / �\\ -� 2 ^ � I i � /i �-- ' •` ' 29. PI 30 LAN PREPARED FOR FISHERS ISLAND \ /1� 7 \ / 1. "PARKING IMPROVEMENT P / � \� P \ I 7 gyp. _-24 �'/ / . �` _ X34--- \ \ . 4 �\ ( \ f CLUB EAST END ROAD FISHERS ISLAND, NEW YORK - SITE LAYOUT�. ' {1 , IN �- i . . FLAG OLE 32\. .,:�R - 1 DATE: 01-31-2002 SCALE: 1"=20' SHEET 1 OF 2 BY CME/CPK » 1 LIGHTS STONE LANDIN �= \ x DESIGN GROUP. CME FILE ';.'t''` / -- / I:. x t / \ #2001878 STEP IG / (TYP.) 3 x 3674 -- Z Oma\ JUNIPER ` 1 y�' x} / \ \ 1 2. "SITE PLAN PREPARED FOR FISHERS ISLAND CLUB EAST END t l- H ` _ T LAWN -28-- y / / \ • a \ US P I B 1 �� c �'r` IGHT OF / / LIGHT \ \ ROAD FISHERS ISLAND, NEW YORK TENNIS PAVILION DATE: Z, WAY LIIJE- 'ING 1 01-14-2004 SCALE: 1" = 20' SHEET No. 1 OF 1 REVISED THROUGH / WOOD W \ X1 ) RAMP _VA NC pAD 2/ 09/01/06 BY CME ENGINEERING, LAND SURVEYING & ARCHITECTURE, CROSSWALK s, �-� /2 1 �u /PLLC. CME FILE #2004800 SPEED CE / \p X1 TIN Bu LIGHT BUMP RAIL LAWN �- _ T RIE 1'000 .0 A I / , I N EL.=336.17 Zo TOCKUAREAER ANK 00 GAL, 1 o \ \ NOTES � LOADING \ WOOD \ BITOMINOv OR \ AREA STEPS 8„ \ \ 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE r TOP STEP \ ` 1 `INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE I INOU ' DRIVEW =36.63 Z CONC. ;z A PINE 1 \ \ KBIT o AY I \ 4.8 O (RAMP E ;; �`� I \ PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR P QP��1 1 N ' VER PATIO \ W T1E / \ EXCEEDS THE SCOPE OF THE ENGAGEMENT. R P ,� �, N I r, co l d B I 2 woo \ 1 G Q STEPS PRO SHOP �; ,� w TIE ) �2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY y� �" ' P�' 6' '" EXISTING PINE � '� ,�"` � M I ��" LIGHT �'' CLUB �ftO WKS) - - / PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED m /� 1 HOUSE 19 1_)- - �" L `�, LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. U) I �Q , , IRRIGATION �- 1 PORCH -. RAI FENCE D CONT , FF @ DOOR EL.=36.64 PORCH / \ / -`B RdB 3 EL.=36.85 CHIMNEY EL36.34 I I k w / / / 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND J Y LIGHT /� I I_ / / \ SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL Z U O x36.35 I. �,Ix \R Q QP ' Cr EL=36.97 ( 1� - < ARE THE PRODUCT OF THE LAND SURVEYOR. g Q y- I- _ J � r' I x4.9 � � 'PINE I / \ S� \ � � - <v O` / r X 33.3 / ? p QQ SAPLIf�I�S ) / \ \ 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND I- p W o �� 1 GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" Z �- z - Z Z SLATE �^ rn .. / BRUSH / W ° I g x 34.7 �\ WALK �, �SNiPE�/ LAWN \ / / 5. CLUB HOUSE SITE IS IN THE TOWN OF SOUTHOLD COUNTY OF 0- O \ \ w� O ,LIGHT �� C� J �O 36.37 36.31 X / / o- \ / ' O 0_ ♦- z RIGHT OF F� / p / / a4 /t SUFFOLK TAX MAP 1000, SECTION 4, BLOCK 06, LOT 09. J Q (n U WAY LINE �J� �` i / 9/\ / r / 4., W Q V 00 EL.=3�?3 \� �- �. /. F f TREE / / > W W (� - \ /„ / ( 6. SITE IS LOCATED IN ZONING DISTRICT R-120. W N LAWN �.: 2 � \� F �/ cy) X 34.9 OF�� ROW OF 9' , ' j I 3 B C 7. BASE FOR LEVELS: NGVD 1929 W Z ARBORVITAES ��-t � / r W /8_ 1 N �' � • � X 34.7 X 34.5 \ r � / \b- ATI D�V ,. I ` t� CA U c3 PATH \ \ � r'` \ \ _ cn W N cn SIGN 10 \ Q I \ \ \ \ \ \ I BITUMINOUS U' \ R e C \ CRUSHED , DRIVE- \' \ \ r; 1 \ \ \ \ ► / E \ SOIL CLASSIFICATIONS - �J \ x \ I / STONE PARKING cP ` o \ \ `�\ \ �\ l X 34.3 G1c.51 /'/// �/ I \ ` I / Bc - BEACHES Du - DUNE LAND u C \ F �LIG ,. HERRY \ \ PIB = PLYMOUTH LOAMY SAND, 3-8% SLOPES \ \ / r �' '/ // 26� I / RdB - RIVERHEAD SANDY LOAM, 3-8% SLOPES / , O _ \ G ��•_ \ \ \ \ ,r O� F / ' SPLIT RAIL LAWN HYDRANT 3 III ReB RIVERHEAD VERY STONY SANDY LOAM, 3-8% SLOPES \ BRUSH \ IGHT ' �0 FENCE / 1 _ I ReC - RIVERHEAD VERY STONY SANDY LOAM, 8-15% SLOPES \ I FX�ST I Rus E o�'--=__ LIGHT\-- / ` O/ R d B DR 24 �j- BITu4STONE ' \ � ' `� -,/ / � / // / \ � � / • III / 1/ 1 PARKING \ z \ I NOus I / 22 m Y N DRIVEWAY / /; III � `> LAWN41 / / o - \\ OND w - / / / -0 - z LIG SPLIT RAIL // BRUSH / / / III 0 I FENCE / ..,. �, / _ 0 cn ^' -. °p -` '..,.. / / 10� O Z a � 6" TREE -22� ` I-26 V - I v �DLD BRUSH ELECTRIC ��/ / 11 O V o = ��^��-�-��' PIV / BOX`�, "i�2 � co 1 - w u- z 7`7 l' III = III - _ �� J,Wo1 .d..w� -J lIl LEGEND - = I = III ��- > m APPROXIMATE LOCATION = III _ III = // D U /. 6 r PROPERTY LINE v DF SHORELINE III = III = Ii /�/ � /`L. �O1NG 1 rYY�_y EAN HIGH WATER X/�� • / GE 80� / ABUTTERS LINE -- w •., /// O0 STORA EDGE OF PAVEMENT w 0 0 0 C EDGE OF GRAVEL -------- a ro BRUSH EXISTING CONTOUR -- 24 --- o \\\ O� COASTAL EROSION HAZARD LIMITS / III STONE WALL \� AS SHOWN ON COASTAL EROSION /�\\ \ _ �7 / / _ / o o M RETAINING WALL o FENCE Z AREA MAP, TOWN OF SOUTHOLD. \ •` \�� 6 ReB 6 ! / � I I I \ SUFFOLK COUNTY, NEW YORK, TREE LINE SHEET 41-FI OF 49 8/29/88 \ `� OVERHEAD WIRES 0/w BOUNDARY LOCATED `�- \\ 4 COASTAL EROSION HAZARD LIMITS = I 3 NOW OR FORMERLY N F Q ALONG SHORELINE AREA MAP TOWN OF L EROS O 4 AS SHOWN ON COASTAL EROSION UTILITY POLE -f- 2,200't ,1 III �_� __ BC \\\ BITUMINOUS - / BOUNDARY POINT O Q U) Rt\ HE PAVEMENT T / SUFFOLK COUNTY. NEW YORK, = DRILL HOLE DH L�T� \\\ l SHEET 41-FI OF 49 8/29/88 III o l T \ IRON MONUMENT ® N `ncli C, j� 7 HE HE - MERESTONE � 03 O �j� v [� \ `\\\ r\ i III SLOPES 20% OR GREATER `" `W o = 0 p w H- (D 0 0 __ v z w w � \ ^� �`` III o w� = 0 w SHED SHED \\\ _ U DATE: 01 /25/2016 HE -YV� MAY 0 2 2016 SCALE: 1 " = 30' SouthokiTown PROJECT: #2015825 QUALITY CONTROL CERTIFICATION `� � � - Planning Beard GROUP REVIEWED DATE DEED PROJECT MANAGER LINE SURVEY SHEET CIVIL ENVIRONMENTAL i - vlL `� �� 30 15 0 30 ' - 2 OF 8 = ) III STRUCTURAL GRAPHIC SCALE IN FEET ) _ ARCHITECTURAL DRAINAGE CALCULATIONS `- ° \ / � eox U AREA 1 \\ \ \ VJ CPPROVIDE N\ PAVED DRIVE AND STONE PARKING: 14,375 SIF 0 ° \ CONSTRUCTION ENTRANCE r REQUIRED = 14,375 SF X 1.0 X 2/12 = 2,396 CU. FT th kF (SEE DETAIL) co r _ 2,396 CU. FT / 15.8 CU. FT/UNIT = 152 REQUIRED UNITS ' PROVIDED:160 UNITS \� %� ° \ oORs •� co co 0 -\ TH 1 o AREA-'- SANITARY MANHOLES � .o % s •- v STONE PARKING AND CONCRETE WALK: 8,429 SF / \ O / a 1 g . /I11`� Y U ROOF AREA: 7,584 SF ❑ stn 0 / \ I Y = a.. TOTAL AREA: 16,023 SF TOP OF FRAME INV. IN INV. OUT ��,At6' 2�P N \ ' �� / •- Y o REQUIRED = 16,023 SFX 1.0 X 2/12 = 2,670 CU. FT / ��0 D' o, % I r �..,- j., / Q) U i 1 30 28.7 24.4 ° °. ..:�/ W E ° 2,670 CU. FT / 15.8 CU. FT/UNIT = 169 REQUIRED UNITS L o PROVIDED:169 UNITS 2 24 20.1 20.0 �?' <O \ \ est ,.�:.:1 / i cis 3 24.5 18.2 18.1 w n Q p�f PAVED DRIVE: 11,413 SF 4 18.3 15.1 15.0 / \ O \ sEP�`G MN �� PROVIDE 11 f`' e'\�~<:��' "• ^% La ,.�. ..\ . _� U D ., i No 0 o O STORMTANK MODULES V ROOF AREA:11,472 SF / cx'Sr�roc ` r - P\-• TOTAL AREA: 22,885 SF i \ rf`£PHONf` G 2°�PN \ > /" pX. �p Aj SET BOTTOMS AT EL 6.5 / � a) N REQUIRED = 22,885 SF X 1.0 X 2 12 = 3,815 CU. FT / \ T x1s�\N Ft\c j PppR SERv c� E�� T"•�` ;' .' ! PROVIDE 0 '- pz °' ? M RAIN GARDEN AREA = 2,750 SFW VARIABLE DEPTH / / E sE Pox`MPN xt (SEE DETAIL) =' , / \ CATCH BASIN �^,' / \ ,�-':- PPP Z° `Y`, ` �_', W (� . l 74 _ \ t 200°ROP° 7 (SEE DETAIL) (n ° U m 4,250 CU.FT @ EL. 25.5 \ G. /� \ TF=12 Q N w co AREA 4 / t ME j INV IN=9 `�' M PAVED DRIVE: 9,541 SF \ Q \\/2 of P�E N \ 1 W co co ROOF AREA: 1,005 SF BENCHMARK: ROD �- TOTAL AREA: 10,546 SF / ' \ / 4 REQUIRED = 10,546 SFX 1.0 X 2/12 = 1,758 CU. FT a/ EL=12.89' (NGVD29) -''l z FPENc286'50 "2 ' 4 - CU 1,758 CU. FT / 15.8 CU. FT/UNIT = 112 REQUIRED UNITS / /' _ 1~ p0 � -' PROVIDED:112 UNITS I // \'14 46.30' R�g05 1\ 1"N y .'v.2� ® 1 \l -j I 3.3, / �5�_ 1 -14 ` I EXISTING STONE WALL ENpM' Exss> 433 TOTAL (170'±) TO REMAIN \14 UNDISTURBED � \�f g13 PROVIDE \MPF CONNECTION ON EXISTING UNE °r0 , ' yPN°,cPp 000 paRKINc ❑❑ MARK ALL \ R� VERIFY INVERT ) ��\ s0P�lc UTILITIES AND ('S ? . ".,. . ` 1 . PROVIDE 169 A TART OF CONS U TION S.22x A' "" ? 3 PROVIDE 245± LF r' PROVIDE RETAINING, , C - ' VERIFY INVERTS "� °,,'' GNtRaYr.x �. , STORMTANK MODULES WALL SEE ARCHITECTURAL - i ' 5> 2 WIDE GRASS SWALE SET BOTTOMS ES \ ' ;%g°SN O AT START OF K 3 (SEEVIDETAIL) 31 PLANS TYP. PROVIDE ADDTIONAL 16 N6 i �A \ ( ) / PROVIDE 6 uEs rP� CONSTRUCTION - o"ER i EL. 12.5 2,000 GAL GREASE TRAP,- WP ;r I•. "' (SEE DETAIL) RELOCATED EXISTING PIPE SANITARY lg ,e S�Ps FRY PROVIDE 29f LF S NECESSARY _(SEE DETAIMANHOL) 4 I� e Q / 2' WIDE TRENCH DRAIN O' o x TRPP _, \ \\ SEE DETAIL GREPSE ? - SFl" x15 h �J u c, I ,Ate' ( ) ` REMOVE EXISTING PROVIDE ! ` O CATCH BASIN �J r PAVED DRIVE. G EEE.,RIo / 0 PROVIDE NEW BITUMINOUS DRIVE ` (SEE DETAIL) � BENCHMARK:MAG NAIL \ � TF-19.8 18 0 ' F,P TRPNSF•. .1`s 6 'r, 'p 1 ,R s � � � } � � (SEE DETAIL) ��• '".d O N s� ��__ � � S�,EL= 20.37 (NGVD29) I 1 TYP. ALL PAVED AREAS WITHIN INV IN-16.8 `10"` i PROVIDE 65± LF °. \/BPMF 1 /q \ LIMITS OF CONSTRUCTION �% T 2 WIDE TRENCH DRAIN 18 (SEE DETAIL) PROVIDE HARDSCAPE PATH (NO CURB). REFER TO ARCHITECTURAL PROVIDE / -- _ __ _30 \'. DRAWINGS FOR MATERIAL PAVED I / /,� - i 32 _2$.Ic- 12�s2 c: \ 20 REMOVE AND DISPOSE OF APRON X 3 EXISTING STONE WALL / �- per' r ! 1 I I 1 1 / r \ -R PROVIDE 6" AS p // - -3 \ -1 "•X13'-00 C PAD/I ,GN1 D-3034-SDR35 PVC SANITARY SEWER UNE `� /�/� // 0�� 5. ,X., 0 \-34- �N ,:. �if� w \ PROVIDE SAWCUT. sTsp;. //l `i / / F Pc po E ST / kn BURIE 1,000 GAL. �� REMOVE & REPLACE 1 � \ PROVIDE AND MAINTAIN "� , / / / ? P TANK oR` CONTINUOUS UNE OF EXISTING PAVEMENT AS REQUIRED O� 00 1 2 / rhT7 1� ops 2 0+� Y W 0�M\N 1 SILT FENCE \ / �t a°M°p STER Ia3 J ESTABLISH AS LIMITS OF " LEGEND PROVIDE SANITARY °uARFP PROVIDE CLEARING, GRADING, & PROVIDE 2 2 CONDUITS / PROVID / \ �'" ox MANHOLE (SEE DETAIL) ,yro %' , �000 \ "T", VALVE, J GROUND DISTURBANCE �� AND 1 3" CONDUIT PAVED -�2k PROVIDE 4 ASTM 0 3°`� 6_, Ps g & 6"DI UNE / _ i / D-3034-SDR35 PVC \ PROPERTY LINE APRON - pN� TO HYDRANT PROVIDE 4" ASTM i -% " �� SANITARY SEWER PIP W E� c !+_ }RFtCE RELOCATED AEDGE OF BUTTERS LINE Z I / _j D PVC i 6'i `� s �' / x / 5 0 �OARrs - HYDRANT / EDGE OF GRAVELNT ------------------- Y I( W OD TIE RE � 2 "GNT ''/ � � -- LIMITS OF CONSTRUCTION SANITARY SEWER PIPE i `� 3.5 \ FOOTING DRAIl+1/ _ AREA TO BE DISTURBED=3.1± ACRES EXISTING CONTOUR - -- 28 --- Z 0 0 Of U U x36 \ w paN z \ C'•ON ' Wn�D TIE REh W" I PROVIDE 8 / CPP P OVIDE 6" CAST IRON �1 Pv.p -- rrlcF y 2� wO PAVE 20'X28' l �, , 'F�HEM� .-.� , ; �° 0 I I PROPOSED CONTOUR 26 � Of HANDICAP PARKING MAP.A6KINT / 5 v �' / P �'� E _ \ STONE WALL 0 PI�'E EXTENDING 2 oW SPACES WITH SIGNS ��. AIL 9x BEYOND FOUNDATION WALL p 1 Z 0 z z W / , � ,. .l � � 26 I RETAINING WALL � O w & PAINTED SYMBOLS 1/,'(SEE DET cE �' \ �O 3s.s 3a 1 I r ' I STOCKADE FENCE - �� w Q Z �-- J :\GNT OF ��` 2 F,�, 36.9 36.9 36 SC \ O QPS\O / 9 fx (it E I l 2`� I / I PROVIDE I I TREE LINE Q_ Lu LIMITS OF CONSTRUCTION PY ?N�!�\ �! \so 4 2 x36.7 cps SSP �� PP x.10 mus RELOCATE I EA 3 / SN ' NOW OR FORMERLY NIF p Of /� 1-- , Z AREA TO BE DISTURBED=3.1± ACRES W i \ �� 1 11 R 1 I ' RAIN GARDEN I 1 -36.63 I G Oo�E BURIED /1 \ UTILITY POLE -�- --I Q V ! < g OO _ 7 - (SEE DETAIL, SHEET 8) w Lu w N 1 WATER VALVE Wv > w� �. � UTIUTIES.35 I �}?', � � � ��I� �; � / � \ - I wv w ( PROVIDEI EXISTING 0 a. o) v) SAWCUT, REMOVE, AND -'-��> � / � � oRc" � �" `' / � ��'' � G BUILDING (n DISPOSE EXISTING PAVEMENT M' �� ? 36'9 s{OP O R ,6.a+ _ 5X5 1 / _ pR0 �, � I� ry� Via« - 79 \ s 1 II ®0 w _ elf LQ DR9STONE SPLASH PROPOSED BUILDING ~ � CNM"EY ROOF PADS W 0 s a' V)7 � INSIDE 36.7 LEADER L� N MANHOLE °O o og PROVIDE CRUSHED STONE �' � i ' � 5• R�q;� ,.- �-� �•_�6.s5 r,'i �+> ,' s (�.) / PARKING / (SEE DETAIL 1 34. �Nc 36.9PROVIDE AND ( ) � � f 9 °� � s+ f \ / CONTINUOUS UNE OF IN A I � O TYP, SEE DETAIL EIGNT z q<< 36 %� w L.L a i /-� t 36.9x / `L STRAW WADDLE UNTIL SLOPES 30 15 0 30 25\H.P.X PROTECT EXISTING RECREATIONAL / 1 i r' ` •SX � � ARE VEGETATED & STABLE .5X PATH, PLANTINGS, & FENCE F �� / 13 1�N RO j i � W \ 6'0 / J / / \ GRAPHIC SCALE IN FEET ry THROUGHOUT CONSTRUCTION / r�� y \ Jeox � Q i 32.5 � � ,•-- � x / \ / i / 3¢ 36.5 F .. i a A o A LIGNT PROVIDE S� `� 2 ROW o N i / I a 4 i f 1 500 GAL 36. . pR60� 36X \ (� DRIVE \ _ / r l PR VIDE 160 N '33 e1TUM'r r // \ / ;'2 GREASE TRAP STORMTA MODULES / X' ( F SET BOTTO 5 T EL. 15.5; 'iji� �� i <o cb I PROVIDE 4" CAST (SEE DETAIL) ` o i �� ` ry ry �ry ^� IRON PIPE EXTENDING g ash o " �,4ROVIDE HARD'SCAPE o ti \\ \ �I � ' MAY Q 2 LU IU ?" / 2 BEYOND / 6 PVC PATH (NO CURB). REFER �° / / x 3a.s TO ARCHITECTURAL ' N oa ` \ > / \ i i FOUNDATION WALL ROOF LEA ,"�c� / l \,/CAPROVIDE /� ��. ` „ I Glc Y�'l DRAVNNG$ 9R MATERIA O� " \ I I I Southold Town °' Y Y CATCH BASIN 22• i PROVIDE (TTV.) i � � � A TCH SEE DETAIL ' i W, 'n Q =�� I 2 RELOCATE ( ) � �,,� � WATER STORAGE X � ->'' I � � �,� _ / ' Planning hoard TF=20.5 9 PROVIDE 2 PAVED �� / 33.3X\ / � II1 x 3 TANKS HANDICAP PARKING `� Gw5 �' / WN 6`c HYDRANT INV IN=17.5 �% /� I `�i+ � APPROX. 2 PACES SIGNS & ,� ,' / PI, ?� / _ o V' J \ STOCKPILE AREA AINTED SYMBOLS e ,' POT P / / 22 I F m / F NcE LIMITS OF CONSTRUCTION REMOVE PAVEMENT & PROVIDE a � � 34� i � � � F� � � III Z � N CONSTRUCTION ENTRANCE, AREA 1 r t r \ U \ \ �o �� \ (CONTRACTOR TO I v � \ �� 33.3 33 ,RO DE 73f LF PROVIDE AND MAINTAIN I = O o z (SEE DETAIL) �� \ ADJUST AS REQUIRED) REPAVE AFTER CONSTRUCTION �? \\ i �, \ \ �- x 3 3 i / ' 0 ® '' 2' WIDE/TRENCH./6RAI A CONTINUOUS UNE OF _ Ld III o 0 ESTABLISH AS LIMITS OF a w V) (SEE DETAIL)/ SILT FENCE 0 CLEARING. GRADING, & III - o m PROVIDE "` ` / / �� a;• `` I �/ Oi / SAW GROUND DISTURBANCE _ > -,CONCRETE WASH T PIT ENT > m N SEE-D TAIL, SHEET-8 +l I I w ° `O ( ET.-_\ )\ / AT/EXISTING _ - N ' . PAVED DRI, / _ •/ / _ , = w o 0." \ \\ UGN� \._�\ ��\ r UCNt\ ^ RPCE / / i - _ III 0 o o N / 7J N N N \ � � \ -�\ -- -- --' '�"� _•_- -- zv'`;' -•- \ ,� / FEN - ��/ / _ _ M � � - Vgyp \ O O o SAW\�! PROVIDE 20 . \ \ +�T G')SHED I STONE ExlSTING 11 e,TOMlvous °RlvrwAY 6(TO REMAIN)''co REe f 9N ` 6"'3so ' \ PROTECT DURING CON � Rlv / � \11 Gw� COASTAL EROSION HAZARD LIMITS \\\ ~ a AS SHOWN BY COASTAL EROSION > I Q - / / AREA MAP. TOWN OF SOUTHOLD, p 5<// 6Lr) Ln z ' SUFFOLK COUNTY, NEW YORK, 111 SHEET 41-FI OF 49, 8/29/88 ;1 n L0 �22� \ \ _ / / / 11 m I 1 Of 1 `--- -'C 111 \ -20'x- \ \\ PROVIDE l //� T / \ / I \1 _ O � o 0 0 � CO, r 8051014 HAZARD UtfITS 314± LF \�� °' / / ---_/ � � � � 0 \ Z w AS SF104.`li ONE COASTAL EROSION ;;: -� 111 2 WIDE // \ o� / / ATEA P•'.�?, TOt�di = _APR _ OF eArK_ 1 TRENCH DRAIN \\/ / / 111 � o w � = o SUFF'J 11 COUNTC', I YORK, _ __-z _-I I Ro Ilrl-,:,rE_ T�P- III = III _ 111 = I' (SEE DETAIL) \ aq / / vEM°NT '� _ a m o o c> v aizuM;'. :.1HrE;` 41-r=1 OF 49 8/29/88 "� 18 PP PROVIDE AND MAINTAIN DATE:O DATE: 01 /25/2016 A CONTINUOUS UNE OF / A SCALE: 1 = 30 "`"-` - `"- •. 'P"r?OXIP�IATE LOCATION SILT FENCE / \ 5NF.0 111 . F SHORELINE \\ ' ESTABLISH AS LIMITS OF rm E N HIGH WATER CLEARING, GRADING, &QUALITY CONTROL CERTIFICATION ' GROUND DISTURBANCE \\/ //s PROJECT:o/ SNEo _ #2015825 GROUP REVIEWED DATE PROJECT ^AAP!AGER ---- - --- \\\ SURVEY EN IIRGNVENTAL �- --- -�___________ -- _--- -- SHEET 3 OF 8 CIVIL F.O U N D A I<Y' LOCATED� ------ - -- -__- ___--- ---- ,\ � ' : \�/ SHED - STRUCTURAL 4LONG S"oREUN+ ARCHITECTURAL RARLEY FIELD COVE \\\ I ,200 i 0 — � - o tEE' U \ e g0 \ i v�MPN 1 x J J t0° o PROVIDE\� CONSTRUCTION ENTRANCE a- FF�'� \ \ (SEE DETAIL) •i •, 00 ° *TH—1 01 (D 0 0 W 03 "' `^ W � � s� Q r' i 0\\ SEpT�G MN. 72 ,..t �I �i .{ L ca > — a N 2 3 O . N O \ / OCA -. .. /` / \ Nf T Ey,15(1pT1G SP .� ApPR�X• IPP -\o / V/ tz L O N W co \ \/ co OF pPVEMEN \ f \ W M M co co BENCHMARK. ROD tx/ EL=12.89' (NGVD29) ` s RPENG� p G V 86'50 4 Og00 P `s` 13.23 1 14 46.30' g r a Nl 4 4 ..I j / ROPE G S�9#\ 9 �PG" 13.37 BLDG. o� \ I EXISTING STONE WALL Np f\ 1. — —14 2 I (170'±) TO REMAIN / 5T E 196�6 , sEpT J \14 'A I UNDISTURBED I m Lu Oy\MPNEyT \ `nPl (ENN16 G e o,-, pPR. TO RPILAND\CPP 1 DO0 p� pPRKING ❑❑ []Q \ 1 PROVIDE RETAINING 0�0\ MHc 152� (J CHERRY 13°� 1 �3I 'r Y WALL SEE ARCHITECTURAL PLANS (TYP.) / \ / \ 6Ab gLUESWPE /Q�rP� �O \ CHERR d \ CHERRY `.SP1 0GD / \ 013111 \ BO U --1 8-- PP ° a a TENN \ /I GREASE TR x15 62 4 REMOVE EXISTING11f ° G� �P�N '\_II\ �) TY I PAVED DRIVE. a w; . BENCHMARK.MAG NAIL \ \ ° \ �4' PROVIDE NEW BITUMINOUS DRIVE ,t•�` °�'"t 18 c,P' Elk°ASF. 5 1 s KNG Psi _ — 51E a \ EL= 20.37' (NGVD29) , \ (SEE DETAIL) r . \20.14x �s I TYP. ALL PAVED AREAS WITHIN .' Rp1,,P v1IRP L� LIMITS OF CONSTRUCTION �. \ -- 18 'CIGHt I� \ 26 �_ \P\a+` "E •�^I�r \ / ?'� C<,4 plc'# PROVIDE HARDSCAPE PATH (NO CURB). REFER TO ARCHITECTURAL PROVIDE / i 30 — PNE -. \ \ x1a. PAVED �\ / 32 + "E REMOVE ANDGDISPOSE OFORTERIAL APRON / / 'I x \\ 0� ,I 7a- EXISTING STONE WALL \� 5H \ \\ r / 11'X13'—C-0 C PAD/ \`� / E/r PROVIDE SAWCUT, \\ STEPs / FLPG POLE sT BURIE 1,000 GAL. \ \ \ REMOVE & REPLACE / / / 77 �7777 / / P P TANK Js a�1NE \ EXISTING PAVEMENT AS REQUIRED O� 00 y2 - /I / ElcHis �Y MIN° 1 wZ Q Q> /I ) I LEGEND $X / AREP \ / PROVIDE / Q 6 oD ) I 4 � � � Y No s \ \ PROPERTY LINE PAVED i2 5 j i I / o oGCK APRON v I EE=36'' 0 6 P"E I ABUTTERS LINE -- ~ o OAft� ppTCE RE EDGE OF PAVEMENT r 7X / L P W RAIL \ —_\ - I I EDGE OF GRAVEL - ---------- �--) Y Z U \\\�� U5 J I LIMITS OF CONSTRUCTION __ --- x3� / wWN Z GONG. AREA TO BE DISTURBED=3.1± ACRES EXISTING CONTOUR — 28 W D TIE RE PMIP NCE �\ ,` I PROPOSED CONTOUR 26 g Q O PAVE 20'X28' CART ` \ � 4j RAIL O HANDICAP PARKING \ GW of HEML S' I \ I STONE WALL D- Q \ PARKING �j `�/�G i. i. i. � i\ �� RETAINING WALL SPACES WITH SIGNS \ � V O •9X \ _. pwE�,. ,-.r �_ � 1 O W & PAINTED SYMBOLS i \ O 36.9 x — " ' — I I STOCKADE FENCE h' 7�' W V-- Z Z Z T 3�.9 36.9 36 \ P� TREE LINE � 0 J IGH O /' 24 RP\� >f36.7 s P Pt10 69 , EX E ., 24 / ` \ R"SH I I 0- W LIMITS OF CONSTRUCTION UNC' STEP4A P 'y 9 Vg ND / I NOW OR FORMERLY N F AREA TO BE DISTURBED=3.1± ACRES \N r s0 -3 63P G�off`R�° O� �k� C` _ e`en 1 1 I I 1 \ ~�f� I I I I UTILITY POLE -i Q U� U) 46 r 1 O J P�' �'•' /... J �/ M1"0v / DRIVWN1 \ ST 367 - . E3691 y \I II II W wWATER VALVE > L—=n 3UD � -� '. 3 EXISTING BUILDING �DISPOSE EXISIING PAVEMENT36. SHOP � rn AY cLrVSED BUILDING W I-- o ROOF V) TNcn PROVIDE CRUSHED STONE 9LEADER PER/ O RFT FF EE®3g5 J (TYP,) PARKING �o i / r 34. 5.0 qi�/ryc 5sA S Ci 36.9 (TYP, SEE DETAIL) c / 363, 36.9X �� 36 e 37 1/ \ H.P.X / � � �j TE � 30 15 0 30 LL— PROTECT EXISTING RECREATIONALr'6SX \ \ 1 PATH, PLANTINGS, & FENCE `� Q- i 13 T RP°Aii/ iR°" W �° / GRAPHIC SCALE IN FEET THROUGHOUT CONSTRUCTION34 �Box // 5X E34.a \\ .1 6.�/ /J ( \ \ I I 15 - I 36.5 •2 R0 OK`1F �6X\ \ �j \ III \ \ T ARB (Lrl ` 1I • � � Q / x 33 36.5X �q`\ � \ BITUMI DRIVE � �O / tier \� � 1�♦ 36 �'o �° �,15ROVIDE HARD�A \ I PATH (NO CURB). REFER I \ \ \ III I MAY 0 2 2016 J �P I TU AIRLALxTO ARCHITEC STONE DRAWING$ 9R,MATERIA \ Southold Town Zm / Plannin BoardPROVIDE 2 PAVED WN 333X\x3..92 HANDICAP PARKING � / o ye- \ / PACES SIGNS & ANTED SYMBOLSREMOVE PAVEMENT & PROM E 2LIMITS OF CONSTRUCTION CONSTRUCTION ENTRANCE I ZCL Y Y a (SEE DETAIL) \ ;..; o \ \ \ / 33.3 -nom v z _ p 0 cp X 3p3 REPAVE AFTER CO STRUCTION R1GNT O �\ \\ i \ \ \ / / / 9 � ti� // / F I I I - Li o o cn L9. / III a m CH/`NEW \ i' i \ /DRUSN/ / / _ > > m N AV,WENT ` / W -� '_ ; �o ";i" . •.\ ` \ \ \ \ \� , -- ` „H AT EXISTING 33X Fyi10N 1-L \ _ 0 8 Rps',gc�SIG\N�\ 1_ �\ \ , \ \ \ .� \ ^ / --)-,PAVED DR V / / / / - _., --Y-,( Y�'Y1-'1'1 = w O O O Q M C14 C14 CN 00 (0 C) 0 0 0 EXISTIN / � � �\ SAWCUT \ h "� I \\\ � �� C HE I STONE \ / � I I .� 1 / i 0 N r7 cam, lf� / EEE sox Z IN EXIST \ �4 \ _ " c N O /y \\\ \ 6 TREE ,(/DED �_ J8 / ) Q 6, � •\� \ 1J BITUMINOUS DRNEWAY 1J6(TO REMA►N�'cA �,J pN PRO�CT DURING COIF \ I \ BRUSH \ \ I t n,``_[1� I i -O 5 RucnoN) � V VV�y ��0 / I COASTAL EROSION HAZARD LIMITS 1 \1\ -,^y-y Q � �oNO / I AS SHOWN BY COASTAL EROSION - I `16 AREA MAP, TOWN OF SOUTHOLD, �1 p 254/ ` SUFFOLK COUNTY. NEW YORK, .I 111 N N Y==r SHEET 41—Fl OF 49, 8/29/88 Lo � � o a J w Z z z U O Li COASTAL EROSION HAZARD LIMITS /// \ \� \\\ %\\\ //°A \ , _ / I ~ Ld Ld AS SHOWN ON COASTAL EROSION ///\ BANK 111 /\\ °T \ / 1\\ o o LD Q w 0 w III = APPRO III TE ITOP I I I F III = III III \ // 6 BITUMI OUT \ / 1 m m 0 c� U Ou L� AREA MAP, TOWN OF SOUTHOLD, /// / SUFFOLK COUNTY, NEW YORK, _ SHEET 41-Fl OF 49 8/29/88 it -" �, tiles \\/ � 18 PPVEM 1 111 _ DATE: 01 /25/2016 APPROXIMATE LOCATION �t \/// L? 111 • F SHORELINE \\\ SHED = SCALE: 1 = 30 ro MEAN HIGH WATERQUALITY CONTROL CERTIFICATION " \/i/ SHE° SHE° I __ PROJECT: #2015825 GROUP REVIEWED DATE PROJECT MAPIAGER \\\ SURVEY /// \ III VD EVVIRON�AEPITAL �" , - SHEET CIVIL STRUCTURAL BOUNDARY LOCATED —� \\j SHED j 4 OF 8 ARCHITECTURAL ALONG SHORELINE 2,200'± BARLEY FIELD COVE 0 DRAINAGE CALCULATIONS o AREA 1 PAVED DRIVE AND STONE PARKING: 14,375 SF ° CL REQUIRED = 14,375 SF X 1.0 X 2/12 = 2,396 CU. FT ° o \ 2,396 CU. FT / 15.8 CU. FT/UNIT = 152 REQUIRED UNITS o \ 600 E PROVIDED:160 UNITS o \! uZ� s ooR� 00 o c0i ° *TH-1 \ �Z PENN G / _ o U 6 STONE PARKING AND CONCRETE WALK: 8,429 SF SANITARY MANHOLES ° �___O \ Q ROOF AREA: 7,584 SF Y ~ c TOP OF FRAME INV. IN INV. OUT \ yJ '/ •� „o TOTAL AREA: 16,023 SF 1 0 \ i W ,� o REQUIRED = 16,023 SF X 1.0 X 2/12 = 2,670 CU. FT / 1 30 28.7 24.4 ° \' s �' (n m m 2,670 CU. FT / 15.8 CU. FT/UNIT 169 REQUIRED UNITS �'` / 2 24 20.1 20.0 0 \ \ st j F` x i W i o in E • ? PROVIDED:169 UNITS � O � j 3• � Q a w 3 3 24.5 18.2 18.1 O\\SEeTtc M' I/ CORNER !t �'.' •;vj. ' �- t"' Q p� c > m 3 AREA 3 \ MN' !i',_.';' : \ ��1 . '_`,>_ QS C PAVED DRIVE: 11,413 SF 4 18.3 15.1 15.0 ` \ \ sEPj1c ! PROVIDE 11 1 ;.=<\ I _•` U J p` ROOF AREA:11,472 SF eX'SrNc�•°NprrFc o00o GP\-• \ O > cA STORMTANK MODULES �= ; i;l; U = ` N TOTAL AREA: 22,885 SIF REQUIRED = 22,885 SFX 1.0 x 2/12 = 3,815 CU. FT eA"0Nf sT1NGj\G'TPN< \/ ix. L0 R�1cE SET BOTTOMS AT EL. 6.5 PROVIDE 0 � ai li �'- o? RAIN GARDEN AREA = 2,750 SF W/ VARIABLE DEPTH r Ex sEe T a SE PR°x\MPN xt (SEE DETAIL) f CATCH BASIN E Popo �0 0 1 (SEE DETAIL) U) > ° U cz N 4,250 CU.FT ® EL. 25.5 1 \ EHEC ' " TF=12 Q L N W 00 T 1 INV IN=9 M `o � AREA DAV RIVE : 9,541 SF EpGE°F PEMENT 7 PAco cr ROOF AREA: 1,005 SF BENCHMARK: ROD EA 4 0 _ TOTAL AREA: 10,546 SF REQUIRED = 10,546 SF X 1.0 X 2/12 = 1,758 CU. FT EL=12.89' (NGVD29) /� s RP��GE c 'b c0 1,758 CU. FT / 15.8 CU. FT/UNIT = 112 REQUIRED UNITS _jPROVIDED:112 UNITS 3 G Ee�tG GP �t323 Q � 433 TOTAL / ROr� N 5 x\ST\NG(P KO 13.31 BLDG. %14.1° y � MP�EXZ PR CONNECTION PPe o°ZooE ON EXISTING UNE HAPRKING \ W t0° R°P VERIFY INVER P 0 1 O'p SE t1G MARK ALL { l PROVIDE 169 A TART OF CONS UCTION 00\ MN. UTILITIES AND 19,22x e PROVIDE 245± LF VERIFY INVERTS RRT STORMTANK MODULES / 00 AT START OFCONSTRUCTION `"E � 2' WIDE GRASS SWALE SET BOTTOMS AT PROVIDE ADDTIONAL PROVIDE LUESTONE 'J OD HERRY (SEE DETAIL) EL 12.5' 2.000 GAL GREASE TRAP _ wALK �/�� (SEE DETAIL) RELOCATED EXISTING PIPE i\ SANITARY oa StEes g RY LGHT S NECESSARY MANHOLE --. eJSH o j G"ER gUeE PROVIDE 29± LF (SEE DETAIL) 4 2 WIDE TRENCH DRAIN I / N\s / (SEE DETAIL) i. / GREASE TRAP ' O PROVIDE P\1, I o G CATCH BASIN M ' (SEE DETAIL) ELECTRIC � ° BENCHMARK:MAG NAIL �,, !• q� � RFP TRANSF. 51- OO ! 1 1. 11 P,hk0 TF 19 NG Psl / ! o EL= 20.37 (NGVD29) \ INV IN-16.8 Ov PROVIDE 65± LF E�` \NG `GH/ `" �_^'/ v+G aPMP 2' WIDE TRENCH DRAIN (SEE DETAIL) 2 U041 \ L,GH / T� UG"T ° ` \ / L1G"T /I�I\ I 5 \EXISTING PROVIDE 6" ASTM P,� �\ / uG"T / 15'X13' CONC PAD vG"T 0 D-3034-SDR35 PVC - SANITARY SEWER UNE O �� L,GHT / ` o L3_ HVAC - Z ` STE ' POSE STONE 1AND BURIE 1,000 GAL. i PROVIDE AND MAINTAIN FLAG • P PAN TANK oR`�E CONTINUOUS LINE OF Q \ IL,GHTS wZ W 1�uM`N°u ( SILT FENCE WppD E� ASTER a ESTABLISH AS LIMITS OF PROVIDE SANITARY RAMP pu AREA PROVIDE CLEARING, GRADING, & z PROVIDE 2 2" CONDUITS i MANHOLE (SEE DETAIL) °o T", VALVE, GROUND DISTURBANCE LEGEND AND 1 3" CONDUIT r PROVIDE 4" ASTM o oo�K \0 PS e & 6"DI LINE co 0 D-3034-SDR35 PVC a E�`36't7 p, P RAIL PNE TO HYDRANT PROPERTY LINE U / S GHT SANITARY SEWER PIPE w - LOADw _ EENCE RELOCATED ABUTTERS LINE -- O PROVIDE 4" ASTM / 1 a G D-3034-SDR35 PVC / LGrT �� 0 o AREA WOOD TIE REQ HYDRANT EDGE OF PAVEMENT ry SANITARY SEWER PIPE �/ - EDGE OF GRAVEL ----- -- -- Z U FOOTING DRAT 0 � z U U „ AwN z cONG woo TIE RE . Q >- W � PROVIDE � CPP P PC 6" CAST IRON ' AMP FENGE I EXISTING CONTOUR -- - 28 --- O SANITARY, PI EXTENDING 2' Row of E E0 ' PROPOSED CONTOUR 26 \ MANHOLE BEYOND FOUNDATION WALL N eI''= s�-' "�-' � STONE WALL I- p 0 z 3;: o� U Z L� Z Q Z � (SEE DETAIL) x P �� RETAINING WALL w OF / RP\ FENGE j\o � .: v(v 36 eR°s" STOCKADE FENCE fi�� a Lii 0 .. z T 2 PROVIDE TREE LINE Z Li O J W P / s STEPS p eP �W9. - RELOCATE EA RAIN GARDEN ~ TOP 63P JER BURIED {� co E _ (SEE DETAIL, SHEET 8) NOW OR FORMERLY N/F w a C/) � Q Q UTILITIES.35 PINEGS -`� ! WATER VALVE Da �UTILITY POLE ? w w _ ry SMP r / _,,gyp ppRCH 5 pE1N PROVIDE 5'X5' "v z F"' r / DRNEWAY sT PRO E` 36?` ° R STONE SPLASH EXISTING BUILDING ® w 0 W Z PROVIDE V PpR by CHIMNEY EE369� - R � LIJ O V) Q \ll' W Aw INV. 23.5 PADS = / IA INSIDE r E-sb PROPOSED BUILDING � N _ � w z r / INSIDE DROP u \ �000 opoR s UN1PE l S QP / MANHOLE o / / (SEE DETAIL 1 �'�cf ' `' o� 31 % PROVIDE AND MAINTAIN A ' D 3q9 CJ o� CONTINUOUS UNE OF STRAW WADDLE UNTIL SLOPES (J) w ARE VEGETATED & STABLE 30 15 0 30 LLQ U) J K Sf __ GRAPHIC SCALE IN FEET �- Q' O� ~/ r / F°NtROL MC f • 325 O \ �' �\ � 33.0 \ of 9 111 34 I O PROVIDE S \ n Op�ItAEs . DRIVE P VIDE 160 \ 4yz/ o°� Q� / / x 3y3 GREASETRAP �'� \ _ ; gITUMI v 111 STORMTA k MODULES ° r - _ SET BOTTOM AT EL. 15.5' / PROVIDE 4" CAST (SEE DETAIL) o i y IRON PIPE EXTENDING `� w ,' q/ 3 111 MAY 0 2 2016 2 BEYOND 6 PVC ; // i '`" T - QP / X 34.5 / / R } D_ Q o / FOUNDATION WALL ROOF 16EG QS "� m PROVIDE o / � / / � O; � ' Y Y � ° CATCH BASIN / / / PROVIDE 1 (TYp.pNE �, + III Southold Town ° / / W TER STORAGE X 34' 1 ► / w - Planning Board (SEE DETAIL I \� NICHT / TA� TANKS �\ 5� �� Q 11 RELOCATE _ I zo TF=20.5 I �° / r X 34.9 > o�+ _��_ "'v4 e° HYDRANT III Z N INV IN=17.5 /\ r i O ° - N �; \ / APPROX. - �n ,� RA0. 2 0 P i STOCKPILE AREA ��\ a�p� ,� FENGE X� " - z a m / \AREA 1 (CONTRACTOR TO o� / \ pd' ; III x ADJUST AS REQUIRED) v / ' PROVIDE 73± LF PROVIDE AND MAINTAIN Z - 0 c) 0 34.3 / \ / - _ z - _ N O OF 2' WIDE TRENCH DRAT A CONTINUOUS UNE OF F I II `` o R10N6 ' ` \ \ / y SEE DETAIL SILT FENCE _ V F_ INE \ 1 S ) ESTABLISH AS LIMITS OF - _ o L' V' �\ VJAY ` `�\\ \ > �\ �� \ r CLEARING, GRADING, & III a o m PROVIDE LIGHT ,�. i gRUSH GROUND DISTURBANCE _ > m V) CONCRETE WASHOUT PIT �� - w (SEE DETAIL, SHEET 8) III o 0 0 ' \\ \ - RECR SIGN _ _ \\ _ i PATH _ .��'�/ i � / �Y-�'1,-YIYfY_r'Y (YYY1"'ll• RAL /YY 1 Q � 0CD CN 0 co / EXISTIN PARK NG / I o o O o uGHT Z \\\ C USHED STONE Z N T � � - EEECtgpX � \\\ • CHERRY - EXISTING � O .4 gRUSH • :'�� TREE OLp gRUSH \\ \ Q BITUMINOUS ° pN � _ � 3 pRIVEWAY • \ OROS" �\ V COASTAL EROSION HAZARD LIMITS \\\ I AS SHOWN BY COASTAL EROSION _ AREA MAP, TOWN OF SOUT HOLD, o SUFFOLK COUNTY, NEW YORK, \11 N N r q54 r Ln fn In SHEET 41-Fl OF 49, 8/29/88 0 = o m N I Y O I N O w PROVIDE /// , 11 � o 0 0 COASTAL EROSION HAZARD LIMITS /// \ 324 E ��/j/q \ 1 11 0 0 0 Q w 0 w AS SHOWN ON COASTAL EROSION ///\ _ APPROXIMATE TOP OF BANK - 111 111 TRENCH DRAIN ��/o� us '? 1= Of m o o v ov AREA MAP, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, - III = III = III = III - (SEE DETAIL) �\ qti pAVEM T SHEET 41-Fl OF 49 8/29/88 h \ `// 11� DATE: 01 /25/2016 PROVIDE AND MAINTAIN \� = APPROXIMATE LOCATION A CONTINUOUS LINE OF SCALE: 1 " = 30' SHORELINE SILT FENCE \\ SHEp ESTABLISH AS LIMITS OF rMEAN HIGH WATER I1CLEARING, GRADING, & \� QUALITY CONTROL CERTIFICATION GROUND DISTURBANCE /// sHEo SHEp _ PROJECT: #2015825 \\ I GROUP REVIEWED DATE PROJECT MANAGER SURVEY /// \ EQ 111 ... � _ SHEET ENVIRONMENTAL ` � sty �_1 CIV.L BOUNDARY LOCATEDIII srrucTURaL ARCHITECTURAL ALONG SHORELINE 2,200'± BARLEY FIELD COVE ��` GRAVEL FILL 40 i 40 J PROPOSED FlNISH GRADE EXISTING GRADE �Y,_ CONNECTI01d 0 SMA 0+60.55 I H 1 BACKFILL 45' NORMAL - - --- -- ---- ---- - - �., - _----a _-- ----' - FLCW SEWER FITTINGINSTALLATIONi= - ---- ------ ---- ---� a TF EL.-30.00 I I ._ -- Ic EDGE OF S x Z -- - - ------- i .. co TRENCH LATERAL / t / 7- o I SMH 2 I SMH 3 I i m 0 90° _�� / 6 r 44 _- STA=1+06.89 STA=1+96.31 +�+ p, co j 6.. / 1� r / 300 .. sORs - ` - -_ TF EL.-24.00 - --- - - - --TF EL. 24.50 -�-- -- -- -- ---- -i-----------�- --- I----- 30 �� U S Z s I S INSTALL BEND / �_- CC-7C � m f ! I I PROPOSED SMH 4 I W m AS REQUIRED ' , STA=3+93.95 '�TF _ E' COrJN _CT 6 __. - -._. -- i - --- ' - - —_1�-- n - - �J,J 0 Z 0 FINISH GRA E 18 3 LATERAL %'. 4•S' i \ I ! �i Q W - i r PROVIDE500 GAL. S�R3s i i Q 0 m m CAP AT LOCATION---/ FOUNDATION STONE .9 - co - ; GREASE TRAP---�-�3X� � -- - ---__ � I ! ; _ 04K MARKER AS REQUIRED - R3 ----- - - - -- . _ -- - - ------ ...-- -- - - ------ -- U PLAN SR p� I- $ J� � 4 C.I.CIPIPE SDR.35 . - --.- 20 ' ` > NOTES: SECTION SANITARY SEWER PROFILE MIN. SLOPE 2x ( i O 'j, °' M 1.) PROVIDE TRACER TAPE ABOVE ALL PIPES iHORIZONTALI 1/4"/FT. I ca " rn 2.) SEWER TIE IN MUST BE PURSUANT TO '� _ I ( 6 SDR35 PVC VI � ° U ca N Z --- VERTICAL SCALES 1 "=8'1O -- - - _ ---- --- -- - - -- - - ss�sx - -- - . (_ _ - - i- w 00 FISHERS ISLAND SEWER DISTRICT REQUIREMENTS ! 4 SDR35 PVC I Q co co 0co 0 FROM BUILDING c� v t i 1 j MIN. SLOPE j i ; W � SEWER LATERAL — w �1 I ! 1/4"/FT. , NOT TO SCALE w----w� _ 1 �cPJs� 7 DATUM ELEY o I I 10 V = i w� —W ( k10 10. 00 N O 01 o l- N �r r� 1 0 ,n Oca ' W �4 Ol O to d' 'cY N 6) p •� N \1 r WV _��W---�—w-------- / t7 N N N N N N N N N N 6i 6It toi !� a0 it v 0+00 1+00 2+00 3+00 4+00 4+17.92 Lu j LIMITS OF FRESHWATER WETLANDS l AS FLAGGED BY J.M.O. CONSULTING 1998 ` =+ \ / S--S BRUSH p V.0 SEWE�SAI GO APPROX L O / Ss x 5.48 f } $ PROVIDE AND MAINTAIN .\ s CONTINUOUS UNE OF \ y - _I SILT FENCE / ESTABLISH AS LIMITS OF MAIN /` s T o S� - CLEARING, GRADING, & FOcj R s \ 10" _ �, ,� FP IN PINE F _ _ GROUND DISTURBANCE D / �<c 0 LEACHING \ SLEE E S POOL GROSSING / R MAIN S /�\ 12" / ^ j/ LEACFIhN�2 _ \ EX G p V.0 ORCE s a' \\.\\ REGULATED LIMITS OF OAREA ,i POOL ISTIN ALL LEACHING S-- \ POOLS ARE O _ \ 5�-� y PINE PRE-CAST CONCRETE 0 s o O / O O PINE \\•\ �/ f l \ / 12" \ \ O s 2\ POST 'k P NE _ S C _ - rzn m �/ / O I PLAN \ s z U p O W co 0 —-- 12 s LEACHING I O O POOL Q 5 -0" -1 Oa 00 LEACHING LEACHING LEACHING O DESIGN DATA W ry 0 � � \ I PROVIDE 4" SDR 35 PVC INVERT=11.0 Z O z z W 0 POOL POOL O L _t \ I, DISTRIBUTION PIPING AS REQUIRED (TYP.) EXISTING SEPTIC SYSTEM FOR CURRENT FLOWS APPROVED UNDER PERMIT C10-05-0006 00 0 0 0 0 " � o z W O r` — O O \ S-- i PRECAST CONCRETE DE 13 DESIGN FLOWS FOR THE ADDITIONAL SEATING ARE AS FOLLOWS: 0O 0 0 0 0❑ "' 0- W (— ❑❑ 000 ❑❑ W < V) ag () O c � RESTAURANT SEATING- 50 SEATS @ 30 G/D = 1,500 G/D � � Q LEACHING POOLS (SEE DETAIL)- MATCH BAR SEATING- 50 SEATS ® 15 /G/D= 750 G/D 5'-7" ❑❑ o E� ED ❑❑ I w W cn 0 O O 8 R INVERTS OF EXISTING OUTSIDE DINING- 50 SEATS @ 15 G/D= 750 G/D INVERT El El 0 Q O ❑❑ C° LEACHING s WPTE \ I POOLS ELEY. 11 f ❑❑ 0 ❑❑ c° (f POOL \ MAIN TOTAL ADDITIONAL DESIGN FLOWS= 3 000 G D D ❑❑ I d- � EXPANSION \ LEACHI�1 / O ❑❑ � W � d- W AREA�\ EACHING TH_1 O POOL ❑❑ O ❑❑ I_ O = U / \ 0 POOL O / O I, 20 t SEPTIC SYSTEM DESM BOTTOM=5.4 ❑❑ O O O ❑❑ V) Lu N S . I F_ O / 0 O APPLICATION RATE- 1.5 G/D/SQ. FT. !� 6'-6" n CIO w 3,000 / 1.5 = 2,000 SQ. FT. REQUIRED — w 0 / LEACHING N z / ( ) = 12.66 OR 13 POOLS (ADDITIONAL) EFFECTIVE SEEPAGE AREA: 158 SQ. FT. �" (n i O O � � � � TOTAL LEACHING(EFFECTIVE S 32EPAGE AREA PER POOL POOL -o� o 509 EXPANSION SHOWN 16 POOLS) AASHTO H-20 LOAD RATED 5 LEPOO G i 00 _� ( LEACHING POOL DETAIL LEACHING \ ; z TEST HOLE DATA WITNESSED BY RICHARD STROUSE P.E LS. MARCH 1999 NOT TO SCALE POOL ' % ��o = T.H. #1 SEPTIC M.H.\ O \ EXPANN�SION =-• 7- � T 0"-10" TOPSOIL EXPANSION \ \ AREA 7- 0TENNIS CDUR 10"-30" SANDY SUBSOIL D AREA \ \\ SEPTIC .M.M•� i � � WA'TER6" FINE/MED. SAND SP MAY a 2 2016 20 10 0 20 \ GROUND WATER ELEVATION ® 2.5'± GRAPHIC SCALE IN FEET m Q 20000 GAL- \ \ SEPTIC M.H• i EXISTING DENSITY LOAD CALCULATION Southold Town L Y / EXIS SEPTIC TANK \\ O > >r, j Planning Board / RNER pOST GOLFERS- 5 G/D X 120 = 600 G/D 0 1�/ T GO TENNIS- 5 G/D X 80 = 400 G/D z0 cn \ s 1l / I MAIN CLUB-RESTAURANT- 200 SEATS (SEE PERMIT) X 10 G/D = 2,000 G/D Z m BENCHMARK: ROD T \ BEACH CLUB- RESTAURANT- 200 SEATS (SEE PERMIT) X 10 G/D = 2,000 G/D O o L=12.89' (NGVD29) tE�. BEACH CLUB HOUSING- 13 (SEE PERMIT) X 75 G/D = 975 G/D - W U- z Box T T BEACH CLUB- 15 G/D PER PARKING SPACE X 49 = 735 G/D V) o —�-T APPROX. LOCATI TOTAL DESIGN LOAD (EXISTING) = 6,710 G/D - o V) ii m T R SERVICE > m N PROPOSED DENSITY LOAD CALCULATION w co co ppPROXIMATEL� - -``c-°`, _ 0 WITH PROPOSED ADDITIONAL SEATING o 0 N W N N N T � 0' TO NEX s�;;-!� ' �- 200 a^ 0 0 0 IN \ s ROAD `� :,;; MAIN CLUB- RESTAURANT- 50 SEATS X 10 G/D = 500 G/D (ADDITIONAL NEW DINING ROOM SEATING) IN T PAD EDGE OF PAVEMENT BAR SEATING- 50 SEATS X 10 G/D = 500 G/D o 0 0 _ RAID OUTSIDE DINING- 50 SEATS X 10 G/D = 500 G/D EAST END R �4 \ FENCE TOTAL WITH ADDITIONAL DESIGN FLOWS- 6,710 + 1,500 G/D = 8,210 G/D o N M ROXIMATELY N 86'50'42" E - - APP TD NEXT 46.3 ' \ Ld ALLOWED- 17.5* X 60OG/D/ACRE = 10,500 G/D 0' r\ 10 /ROS o PROVIDE "WYE" T1C C L E o I I * FISHERS ISLAND IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV ALLOWING A DISCHARGE OF Q \ _ CONNECTION rn H SEPTIC a I 600 G/D/ACRE. THE AVAILABLE ACREAGE USED FOR THIS CALCULATION IS 17.5. THIS REPRESENTS THE ON EXISTING LIN N• w ( I TOTAL ACREAGE OF THE PARCELS LISTED IN THE APPLICATION MINUS WETLANDS, AREAS WITHIN THE ti \ i VERIFY INVERT y I / L=188.46' Q _ COASTAL EROSION HAZARD LINE, AREAS BELOW THE 100 YR. BASE FLOOD ELEVATION AND AREAS <ARE vwi / AT START OF CO S 710 \ CAI • 12 / \ \ Ln Ln HANDICAP o EXIST � R=905.00 ��__ i - - _ LOCATED ON ADJACENT PARCELS BUOCCUPIED BY THE GOLF HOLES. T I�ARE NOT INCLUDED F HOLES, �N THIS CALCULATION. AN ABY REA EMAP IS N N CC) ca PARKING \ \ SEPT C JON P S ATTACHED. (SEE SHEET 1) Ln �, x 13.23 p] o 1 I 0 _97 3 I � Q \ 13.37 BUSH I BLDG. O F- 0 0 0 -i NT OF WAY PROVIDE `— j' \ OD \ (1v URT 7) w z z z Y RIG SANITARY BL ESTONE TENNIS CO 14 x1_4't0 0 o 2 Q w 0 w MANHOLE x - 14 _ m 0 w tr x 0 - SEE SHEET 5 SEE DETAIL 15.1 > WALK o — FOR EWER PROVIDE ADDTIONAL ) 8 S 0� SEPTIC ✓ O� m m 0 0 c� 0 UNE TO BU DING ��PIN 2,000 GAL GREASE TRAP 75.0 w o M.H. PREP ELOCATED EXISTING PIPE _ 18 _�' BUSH DATE: Q0� oJ� DATE: 01 /25/2016 INC AS NECESSARY 3 q s 00 0 �__ �X\s`IC G GREASE TRAP _—— BUSH o 15.22x -� 12" �J LEGEND SCALE: 1 " = 20' �� \ � PROPERTY LINE -- P I ABUTTERS LINE PROJECT: #2015825 QUALITY CONTROL CERTIFICATION — — _ \� 1 STEPS ° EDGE OF PAVEMENT GI) ------------------- GROUP REVIEWED DATE — - \ ELECTRIC N 12" 2 CHERRY EXISTING STING CONTOUR — —— 28 — PROJECT MANAGER — t� \ TRANSF. NNIS U ° —— SURVEY , - \ 5 \ a- 11 1 CHERRY � I PROPOSED CONTOUR n ENVIRONMENTAL /! 26\\\ \ STEPS p /l x 15.62 TENNIS COURT \ _ °T, STOCKADE FENCE SHEET CIVIL U \ \ \ \20.14x i I II �/� $.. I NOW OR FORMERLY NIF 6 OF 8 STRUCTURAL J I CHERRY WATER VALVE m ARCHITECTURAL \ \ ` I ` LI HT Wv oQ� :NATI TRAW BALE SILT FENCE DUCTILE IRON J PLASTIC LINING H-20 RATED GRATE J t�P\� VE MATERIAL BINDER = 0- (OPTIONAL) FINISHED WOVEN WIRE FENCE (MIN, 14 •L .. co GRADE SAW CUT EXISTING PAVEMENT (TYP) GAUGE W/ MAX. 6" MESH o E Y so- SECTION B-B TYPE II MICRO-SURFACE OVERLAY SPACING o ADAPTORS CAN BE N o 0 WOOD OR NOT TO SCALE �Q O �O O (TO BE APPLIED TO ENTIRE ROADWAY WIDTH) o E� MOUNTED ON ANY _C �+ o H 6 METAL STAKES Q O MIRAFI 140 N 1.5" (MIN) TOP COURSE PAVEMENT MAX. 10' o o ANGLE 0' TO 359' V Y F- U "9s (2 PER BALE) � FILTER FABRIC CENT o o •� U �.- J 2.5" MIN BINDER COURSE PAVEMENT ERT a STo2 r �QG/�F� N O (MIN) O CENTER FENCE I POSTSGTH a o C `m o c I�� O O EXISTING UNDISTURBED W R Q) o F - DRIVEN MIN. 16 co m O cp PAVEMENT INTO GROUND cn i m FIIT �b I� 10' MIN. '� (UNKNOWN THICKNESS) o E FRF B (�) (d) B a 3 4" STONE TO II 24 W Q w AeRIC �2 �\� Com' EXTEND TO ALL ES OF EXISTING EPAIVEMENCAL DTGSHALLL PLAN VIEW Q c FINISHED GRADE / / - c cis (• O BE PAINTED WITH A LIGHT \�\\�\\�\\ CONSTRUCTION ENTRANCE �l �� O COAT OF ASPHALT EMULSION //�//�//�/ j�/j�/j� DUCTILE IRON V NOT TO SCALE (d) (°() 6" CPP //\\//\\j/\\j/ \\j/\\j/\\j HEIGHT 24" GRATE Q � \ ' •- 2 [C CQ IN SOCK OF FILTER (n >- 6" MINIMUM COMPACTED C15 16" MIN. oGRAVEL SUBBASE r LU OD SUITABLE NATIVE MATERIAL \//\// // / \/ //y p� \/\//\/// //' c,.> 00 24 PLASTICv STRAW BALE `� BACKFILL COMPACTED TO / / / \\j/\\j/\\j F�� y� \ \\ I W (n c� LINING PLAN (TYP) 95% MAXIMUM DRY DENSITY \\�j\\j�\j \\ \ \j ��O/ 6" MIN, C . . . . . . . . . . . .. . . . . . . . . _ _ - - NOT TO SCALE O /j�\��\// TRENCH WIDTH EXISTING �2 12" 2� CONCRETE WASHOUT PIT 24° PERSPECTIVE VIEW Ld ca GROUND GRASSNOTES: TYP. ..I 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIALw I = SYNTHETIC MATTING CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING TRENCH DRAIN CROSS SECTION 1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW. SAW CUT TO WOVEN WIRE FENCE (MIN. 14 I ERONET P300 PUMPS MUST BE SIZED ACCORDINGLY 7 GALLONS TRUCK, BE PERPENDICULAR TO THE EXISTING SURFACE. z ( GALLONS/TRUCK, 1/2 GAUGE W/ MAX. 6" MESH a 12" BY NORTH AMERICAN 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). SPACING) WITH FILTER CLOTH z L I Of GREEN OR PERMANENT 2. REMOVE 8c DISPOSE OF ENTIRE WIDTH OF PAVEMENT OFF-SITE. m EQUAL 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM POST 36" MIN. FENCE Q I o PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES 3. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATED o a I w 75% OF ITS CAPACITY. CAPACITY OF 90 PSI. UNDISTURBED `V On � I Q 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT 4. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH THIS FLOW- \ \ GROUND _ _-_ + _ _ _ N ; GRASS SWALE WITH SYNTHETIC MATTING OF WASH WATER. EDGE WITH THE PROPOSED EDGE. (MC-70 PRIME COAT) 0.4 NTS GAL./S.Y. COMPACTED SOIL\� EMBED FILTER CLOTH \\ \\�\\�\\\/ o VARIOUS TYPES OF A MIN. OF 6" IN GROUND OUTLETS WITH WATERTIGHT 2 ' OF CRUSHED STONE MEETING TYPICAL CROSS SECTION FOR MATCHING ADAPTORS FOR: SDR-35 4" STANDARD MANHOLE FRAME & COVER UNLESS SEWER CORRUGATED M.01,01 No. 6 (1" MINUS) OTHERWISE DIRECTED BY THE ENGINEER EXISTING PAVEMENT AT TRENCH POLYETHYLENE SCHEDULE '` 6 ' 1" GROUT NOT TO SCALE 40 DWV CORRUGATED PVC ADJUST TO GRADE WITH MIN 2 COURSES SECTION VIEW RIBBED PVC `"` 2' 0" MAX 4 COURSES OF CONC BRICK •rs � '`�, �' PRECAST REINFORCED CONCRETE p q OR PRECAST RINGS CONSTRUCTION SPECIFICATIONS MANHOLE CONE SECTION rgk1 re °� J c� o cp000c 0 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH CO `E �� „ „ LONGITUDINAL SECTION 46. L� �� f pQ� o WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER T' OR U TYPE c3�o co°o °� ° 0�4� OR HARDWOOD. S{ NO.u� r\,. 8" COMPACTED SUBBASE WITHOAT HEAVYEBITOUM NURFACE PAINT 02. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH NYLOPLAST 24" DRAIN BASIN FOR SANITARY MANHOLES TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE NOT TO SCALE CRUSHED STONE DRIVEWAY 9,. o WOVEN WIRE, 6" MAXIMUM MESH OPENING. NOT TO SCALE o 7" 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY FLEXIBLE, PIPE TO SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH RUBBER JOINT SEALANT BETWEEN ALL JOINTS SHALL HAVE BUTYL MANHOLE CONNECTION. SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EACH CONCRETE SECTION 5" EQUIVALENT. 48" DIA 10'-6" 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED NORMAL PIPE KNOCKOUT INLET AND EQUIVALENT. 4" MINIMUM TOPSOIL & SEED. m' LENGTH PERMITTED OUTLET OPENINGS PROVIDE DEGRADABLE 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL EROSION CONTROL MATTING 3 REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. FOR STABILIZATION AS REQ'D p o 0 0 EMF-1 0® C=]C=1 00 RIBS INSIDE 0 �.®o laoa�0 0®.0 cn m 1 D ao e° O O O .0 a° o 0 0 0 0 8 w 3 MAX. 0�O000aX0000 0004D000DQ0 PROVIDE PRECAST o0 + INC, + 4'-0" Q0� o 0 0 0 0 0 0 o a CONCRETE INVERT0.1 MIN > Y O v 0000®00��O O®O�O� O J12" - 3/4" BROKEN STONE KNOCK OUT INLET AND D 000 000 000 000 a a OUTLET OPENINGS PERMEABLE SOIL MIXTURE :.' ,,:' :• '." :`,•' 18" MIN. OR TO SUITABLE z U 0 0• 0 0 a p p a p o _6 40% SAND, 20-30% TOPSOIL, "-• FREE DRAINING MATERIAL Q _ g ®oovo ovoa ® oovo ovov® & 30-40% COMPOST 0_ CSO00000Is a000000LlJ1 4 RE-BAR N TOP 4D4DaD1D41 _ � SEE PLANS 0 w ♦ ♦ e e • ♦ CAST o Z V) ISOMETRIC VIEW ♦4D♦4De4De4D•QD• CONCRETE COVERS o LU z •V V♦V V#V VeV VeV Ve STANDARD SANITARY MANHOLE DETAIL I + N + + NOT TO SCALE RAIN GARDEN a g o 4DaD4D4D4D Z Q e ♦ • • • ♦ PLAN -, NOT TO SCALE OJ Q cnU) o ♦4 Deo D,4 D,4 Deo D, COVER LOCKING CASTING I U � w w w - w � e ve "0 • Ie ♦ TO GRADE TO GRADE I " 1.) CONTRACTOR MAY INCLUDE NATIVE SAbn MATERIAL FROM EXCAVATION IN THE 0 0-) V) 0 •"'•'"e""♦" •' ♦ IF DROP 'T' PERMEABLE SOIL MIXTURE. MATERIAL MUST BE EXCAVATED, MIXED WITH LOAM & COMPOST ry 4D4D4D4D4D IS USED FINISHED GRADE CAST CONCRETE COVERS TO FORM A HOMOGENEOUS BLEND, AND REPLACED TO GRADE. Ld w 1- 1/2" CLASS II CHIMNEY PLAN LL.I o e • ♦ ♦ e ♦ BITUMINOUS CONCRETE F x 4 12.6/12.6 G , WIR MESH 2.) PERMEABLE SOIL MIXTURE SHALL NOT BE COMPACTED AND THE ENTIRE WATER QUALITY MDMM4ea o♦a o♦a 5410 peaoe X H [4 6 x 6 6/6 GA WIRE MESH 1-1/2" BINDER COURSE Q 20 BASIN SHALL BE PROTECTED FROM HEAVY EQUIPMENT TRAFFIC THROUGHOUT CONSTRUCTION. ♦ ♦ • ♦ ♦ 6" e4 D♦4 Deo Deo D•4 D♦ _ m in. 6 x 6 6/6 GA. WIRE MESH 3.) THE CONTRACTOR SHALL BE LIABLE FOR THE REPLACEMENT OF THE PERMEABLE SOIL FRONT SIDE 4D4DaD4D4D INLET 3" VENT---'e 3" VENT---"'[ OUTLET 8 1/2' R.B. COVER HANDLES 8 1/2" MIXTURE IF E&S CONTROLS ARE NOT INSTALLED & MAINTAINED AS INDICATED. LL- �o°� �oo� � 5 1/2" TOP WALL � / 36" SIDE PANEL ° LIQUID LEVEL o o - , 4.) SEED WITH RAIN GARDEN GRASS MIX (ERNMX-180-1) AS SUPPLIED BY ERNST OC8 o vi r CONTINUOUS HOT a BAFFLE ET a INLET , I7 1 2" ° CONSERVATION SEEDS INC. 800-873-3321 OR APPROVED EQUAL. NOTES: I rn ASPHALT SEAL LINED WITH r I 9" AIR SPACE p OUTLET ( ) 1. SIDE PANELS TO BE INSTALLED `) I 1/8" PVC 10 iv a a STORMTANKO MODULE ALONG SYSTEM PERIMETER, UNLESS 12" ROLLED GRAVEL SUBBASE d 4" SCHEDULE #40 so' cas 1 i 6x6 10/10 GA. WIRE MESH LIQUID LEVEL TYPICAL PLANTING AND SEEDING FOR RAIN GARDEN AREAS: PER M.02.02 OF FORM 815 INLET BAFFLE a 1.) SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, NEW ENGLAND NAME HEIGHT CAPACITY INSTALLED VOID NOMINAL OTHERWISE SPECIFIED. , e DEFLECTOR i CV a � BITUMINOUS CONCRETE PAVEMENT CONCRETE BAFFELS I CAPACITY RATIO WEIGHT 2. REFERENCE CURRENT INSTALLATION o a oma- WETLAND PLANTS, INC. ST-36 36" 13.10 cf 15.80 cf 97.00% 33.10 lbs. INSTRUCTIONS FOR PROPER , CONTINUOUS HOT ASPHALT SEAL "� 2.) MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVANICA NOT TO SCALE 4" a" MINIMUM INSTALLATION PRACTICES. 3" 5" MINIMUM BOTTOM / SIDE WALL 3.) MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA CROSS SECTION a 4.) LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI a �- o 5.) MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA m < 1 500 GALLON - 2 COMPARTMENT CROSS SECTION z STEP 2 GREASE TRAP o STEP 1: STEP 3: NOT TO SCALE 2000 GALLON 2 COMPARTMENT GREASE TRAP V) o 0 REMOVE THE SIDE PANEL FROM MODULE AND PLACE ON FLAT INSERT THE SHORT SIDE OF THE BRENTWOOD WRAP SPECIFIED GEOTEXTILE FABRIC AROUND THE ENTIRE NOT TO SCALE Z m SURFACE. LAYOUT AND CUT OPENING INTO SIDE PANEL FOR INLET/OUTLET PORT THROUGH THE OPENING IN INSTALLATION OF STORMTANK MODULES (REFERENCE BRENTWOOD v INLET/OUTLET PORT CONNECTION. THE SIDE PANEL, PLACING THE MOUNTING DOCUMENT "SITE PREPARATION AND INSTALLATION O. w z REFER TO DIMENSIONS BELOW FOR OPENING PLACEMENT AND PLATE AGAINST THE SIDE PANEL. DRILL HOLES INSTRUCTIONS") CUT "X" INTO GEOTEXTILE FABRIC AT PIPE SEE TABLE BELOW FOR OPENING SIZE. THROUGH THE SIDE PANEL USING THE o LOCATION AND PEEL EDGES OUT. CONNECT GEOTEXTILE FABRIC � PRE-DRILLED HOLES IN THE INLET/OUTLET o N TO THE PORT WITH SS BANDING, WATER RESISTANT TAP OR - ii PORT I o MOUNTING PLATE. ATTACH THE PLATE m TO THE PANEL WITH NYLON ZIP TIES (MIN. 50 NYLON ZIP TIE. FINISHED IMPERVIOUS SURFACE VEGETATED AREA TO BE DESIGNED > > m N (DESIGN BY ENGINEER OF RECORD) WITH ADEQUATE COMPACTED FILL LB. (222N) TENSILE STRENGTH. PULL TIE w 1758„ UNTIL TIGHT. STANDARD MANHOLE COVER OR DESIGNED LOAD RATING cD t° � (DESIGN BY ENGINEER OF RECORD) Uj 0 0 0 _ a rn co �$l c 0 SEAL FABRIC TO o 0 0 INLET/OUTLET PORT gad o R. �t_ WITH SS BANDING, �\ \ MAY 0 2 2016 z ° OPENING o • • • o • /\ \y\/ ° DQ�4B, SISTANT FOR INLET/ °-- -11-aD•aD•aD• � '"` • • •QD'4D'46• TAPE ORWATER NYLONZIP 0° OUTLET •aD•aD• •aD•aD• Z ° • •ap4D• • • TIE. (BY OTHERS) i� \\\� ° South oIdTown PORT •4D•4D• ' •°o SUITABLE COMPACTABLE FILL \ \ //\ MIN. 2'-0" Planning Board SLEEVE (AS NECESSARY - DESIGN BY Q ! ENGINEER OF RECORD) Q / MAX. 11'-0" N N Z /\ SANITARY SANITARY Lo w co 446; D• •a /\\// SIDE O° °' PROPEX �GEOTEX 601 Dp cv I Y I CN Q /\/. TEE SEWER O � = o • • • • • • / / \\/ Q�Q�4Da�QD, PANEL •4 D• D a 4D•aD•4D•aD• ° ° NON-WOVEN GEOTEXTILE (OR MIN. V-0" 4 4 D D71 D 4 D °0 EQUAL) SURROUNDING MODULES //�/j� O o o p ° • • Q�•4D• NON-WOVEN GEOTEXTILE \ -� U Z Uj L- Qp4D, AND STONE/SOIL INTERFACE / /\ w z z Y • • FABRIC (PROPEX GEOTEX \ / /% o o w < = oo J SIDE PANEL 601 OR APPROVED) \ ONCE REMOVED �\ / LEXIBLE JOINT w m / / / /\i / / / / / \i \i\i / //i // 45' BEND DATE: 01 /25/2016 INLET/OUTLET PORT ��//\\ �' �� /\� / / /\ \/\ � % \ 2"xt/4 S.S. STRAPS ANCHORED TABLE A: INLET/OUTLET �\\ / \\ \ \�/\\/ \ /\ /\\i\r\\/\ \/i\\/ /\.(i\/i q TO WALL WITH 3/8" S.S. ANCHOR SCALE: NOT TO SCALE PORT DIMENSION /�// /\ \/ y/\j�\/ /�//\/ /iC�/ // //\//\///�///�\//\ \//\\j/ /\\jj DEPTH, SPECIFIED BY BOLTS AT 4' O.C. PROVIDE NYLON ZIP TIES IN FOUR �\% \ \\i T ��\��\� \i \i,j\/i, :� a QUALITY CONTROL CERTIFICATION CORNERS 3'a" ANGULAR STONE j �� / ' ENGINEER OF RECORD a SINGLE STRAP � MIDPOINT WHEN PORT SIZE OPEN SIZE (MIN, 50 LB TENSILE STORMTANK MODULES 6" MIN. 4 STANDPIPE IS LESS THAN 4' IN PROJECT: 2015825 GROUP REVIEWED DATE 12" 1375" 4 STRENGTH) MIN. V-0" a`'. HEIGHT) . PROJECT IAAPAGER • ° FF��7 SURVEY 14" 15" DRILL %" DIAMETER HOLE INTO ENGINEER OF RECORD RESPONSIBLE 5' ENVIRON'AENTAL SIDE PANEL THROUGH FOR ENSURING SUBGRADE SOILS MEET ELEVATION SHEET CIVIL OPENING IS SHOWN VERTICALLY CENTERED PRE-DRILLED HOLES IN BEARING AND SETTLING REQUIREMENTS STORMTANK STRUCTUR L FOR VISUAL CLARITY. PART MUST BE MOUNTING PLATE CROSS SECTION INSIDE DROP MANHOLE 8 OF 8 INSTALLED HORIZONTALLY CENTERED !. �HI'�CTURaL NOT TO SCALE J' r POO ft ♦ ' 11 , n �t n , yypp < r F e ✓ rn Google-earth ' M 1Id Ircrarie ¢i'0'I h'TerrwAtetrlr_'e z 4� n + 1 x n n E rt ". 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