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HomeMy WebLinkAboutTR-8870A John M. Bredemeyer III, President :-}opo` coG Town Hall Annex Michael J Domino, Vice-President :°� � Y z<' 54375 Route 25 Glenn Goldsmith ;+o '' ,;�< . ,� `. P_O. Box 1 179 A. Nicholas Krupski o ® ' Southold, NY 11971 � �, o��- Charles J. SandersTelephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line 1St day of construction Y2 constructed Project complete, compliance inspection John M.Bredemeyer III,President OF SDyo Town Hall Annex Michael J.Domino,Vice-President '`o l® 54375 Route 25 P.O.Box 1179 Glenn Goldsmith low Ar Southold,New York 11971 A.Nicholas Krupski ® @ Telephone(631) 765-1892 Charles J.SandersFax(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. x This is not a determination from any other agency. John M. Bredemeyer, III President Board of Trustees U J � J � n- 0 O U c IS ' - W •0) t U ,0 J' V) O n O a ``I W ad N N O 0 �` I cn U J t�,,jH RS CL UB !:LN cl) ISLANDN Q r` L N W 00 00 CW C/) cy) C cu CURVE DATA TABLE CURVE DATA TABLE LINE TABLE LINE TABLE LINE TABLE UNE 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 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 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 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 N56'1 9'10"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°02'15"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°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 253.34' L74 S86°50'42"W 46.30' C7 31'51 '00" 70.09 38.96 SOO°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 N1F20'20"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' i' L78 S62°38'3011W 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°44'14"W 126.49' 1 1 �- 1-7 1 NO.n / ( \ ~4 �\ 7-12 7-6 3-1 . 2-2 C \ 2-1 1-8 I ` 7-5 L60 ) 7-11 01 111 L59 ri / \ 7-7 c N/F WRECK 1-9 N/F VANHENGEL FAMILY ISLAND (NORTH) LLC / L \ PROPERTY TRUST V "VACANT LAND" \ \\ �v 1-12 / \ \ 7-10 7-8A N/F KINDER VH CORP LLC `S� 1-10 / c0 / MM \ rJ � W / A H A ® 7-8B 8-1 8-2 1-11 \ N/F RICHARD A. MILLER (J Y / / \ N/F MA RTENR. & CLAUDIA "VACANT LAND" / z v O 7-9 \ g o } 8-4 8-3 ^ a � Q U) 61 / & // �? O� z QLj 8-g Z 8-4A ~ 12-3 \ \ 1 / N/F JOHN A. NIELSEN "VACANT LAND" :En 0 M j ` ` \ L9 4, .� O Of < Q L, 0, INDEX Ld w U 4-15 / SHEET No. DESCRIPTION o 0- U' \ L11 \ 8-9 8-6 5� ' Ld 4 � 12-2 \ ) 12 9-1 N/F JONATHAN R. do MADORA �' 1 COVER I_- p = #17 / 1,750' f 1000-4-4-16 KIBBE 2 EXISTING CONDITIONS U) Lli N 8-11 FISHERS ISLAND DEVELOPMENT CORP. 3 OVERALL SITEPLAN PORTION ALONG SHORE 39.95± ACRES / L1 N/F MARY DENNY WRAY 4 LAYOUT AND GRADINGV) 4-4-4 PORTION �- -� / 1'996 TRUST N/F H. L. FERGUSON MUSEUM, INC / 5 UTILITIES, DRAINAGE, & EROSION LL_ 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 PORTION S`✓v{ #16 1000-5-2-3 / 7 LANDSCAPE AND LIGHTING L8 L14 i1 N/F SARA E. EVANS S j < L50 L51 8 DETAILS � 10-8, 10-7A,B 0 / g� �` 1000-4-4-8 L1 L16 1000-5-2-2 v 1000-5-2-4 x,'19 <�r, ��'S �L35 L36 � <R2 � -- / 11-4 #18 FISHERS ISLAND DEVELOPMENT CORP. #2 �1 N/F HAMILTON #1 33.32± ACRES �,1$ �' N/F BRANDYWINE TRUST CO., �i�� RESIDENCES LLC 40 7 AS TRUSTEE 1000-4-4-9 C21 C2 ,LQ L39 � \ m y � � a a LOT 1 G --\ / MILLIKEN ��] SUBDIVISION 11-1 " - 6 BEp,CN C��B / 5,250- ,f ,250' t #3 / -� �_ / ALONG SHORE Z o cr) N 1979 C2 X15 �� / / O w w 3 L74 C19 1 \ \� Z V) 0 0 LOT 2 C C1g 1� \ / MILLIKEN C;� C14 L70 / /� / - 0 0 0 ION ' L17 -� o W SUBDIVISION � O � � a � ww -8 L2 1S / - o CID a a 1979 1000-4 6 �./ L>I..I d m In S S l co (0VACANT GOLF LAND C16 ® CLUBHOUSE / L1 L24 G12 FISHERS ISLAND DEVELOPMENT CORP. E3 L 0 C 11.92± ACRES NOTE: ALL DEVELOPED ABUTTING PROPERTIES 1 1 FISHERS ISLANDL2 L22 CONNECTED TO MUNICIPAL WATER AND HAVE 0 0 CD0 C) DEVELOPMENT CORP. \ L21 DEED / 15 � A N :�) ON SITE SEPTIC SYSTEMS. Z N n -t Ln L18 / ABUTTERS ® J N M-S-B-L OWNER USE / \ 1000-4-4-8 PRESTON REED, INC. SINGLE FAMILY RESIDENCE Q o \ L20 1000-4-4-9 EDMUND M. CARPENTER SINGLE FAMILY RESIDENCE n n / \ / N N 15-19 JOHN N. IRWIN, III & � 00 1000-4-6-8 VACANT LAND �- � L1 JEANETTE IRWIN o 0� = 0 / \ / 1000-4-4-15 EMILY R. CRISP REVOC. TRUST SINGLE FAMILY RESIDENCE m N I I Y o, I N j I 1000-4-4-16 KANE K. BAKER SINGLE FAMILY RESIDENCEo Li o Zw Li 250 125 0 250 1000-5-2-1 BRANDYWINE TRUST CO. SINGLE FAMILY RESIDENCE Y 0 � u o 15-16 & / GRAPHIC SCALE IN FEET 1000-5-2-2 GAINES GWATHMEY SINGLE FAMILY RESIDENCE a- m o o 1 u C) 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 1 OF 8 STRUCTURAL ARCHITECTURAL U � 10- S SA5 APPROX. LOG.5 • \ �' \ � O� CqN I J \ s 000 x 5.48 TALL \ CUMPBELL (D16- N O U PORTION c o ~ tE FARCE �� 0-1, 10-8 io-2 :Z� .� (� ��- \ \' MA1N 5 S U -clNN 10" *- ` Y O c SEALED S- r PINE c to-a, to-�n.B to-a cn a� SLEeIE MAIN S-- _ 12" _ PORTION W R G �. CL ��\X12- - GROSSING G P v C FORGED SEWS �\ PINE ;4 PRK\N a-+-s V °o W EXISTI� PINE �� P W Q o -- 9 p 0'E t 0-a 10-, - t � PINE = � � � � � r ROAD / cf) (� m W 00 cr) 00 ° 2- o �� PINE ( M c o0 ° I d a P r C�C c, / G GOLF V � o C �q O(�S J o \ P O �- i o TEL - / \\ ry pISTRIBUT10N ' Box O G t / o MH o w 15� �O \ i ? NIS COURT // \ LOCATION MAP SCALE 1 400 c TEN GAL.\ / \� <FAtio EXISTSEPT�STANK \ TEL• // BOX / T � E�• /// P4� MAP REFERENCES RNE POS gpx / �� � •O 1. "PARKING IMPROVEMENT PLAN PREPARED FOR FISHERS ISLAND CLUB EAST END ROAD FISHERS ISLAND, NEW YORK - SITE LAYOUT" / BENCHMARK: ROD APPROX. LOCATION / / � T ---- 4" WATER SERVIC / DATE: 01-31-2002 SCALE: 1"=20' SHEET 1 OF 2 BY CME CPK EL=12.89' (NGVD29) \ DESIGN GROUP. CME FILE #2001878 / E OX \ �T Box � \ ATELY �� �� \ 2. SITE PLAN PREPARED FOR FISHERS ISLAND CLUB EAST END APPRO10 NEXT - �� �� I ROAD FISHERS ISLAND, NEW YORK TENNIS PAVILION" DATE: 20p0'R�A ` 01-14-2004 SCALE: 1" = 20' SHEET No. 1 OF 1 REVISED THROUGH R s \� 09/01/06 BY CME ENGINEERING, LAND SURVEYING & ARCHITECTURE, PIB �- n D R OAD-- FENCE EDGE F PAVEMENT PROXIMATELY EAST EIV 14 \ ? ` PLLC. CME FILE #2004800 -VO \\y\\ 1000' \ \ ROA TIC SEPTIC � / �- / RAIL H / zz NOTES / ReC \ ANDICAP EXIss,T,INGG � - \ 1 PARKING � \� sEP'r� S \ � 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE m c �UNI,PFj13.23 \ t �t1 oo O \ � 13.3 � �,► INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE Hzt PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR �OO\ j P ) ` BLDG \ /' �BLUESTONECpURj EXCEEDS THE SCOPE OF THE ENGAGEMENT. fl„ SF? 14 x 49 I i LATION AREA TO REMAIN ! \ -_ WALK usHO M N I� / JL' I i PERSON, UNLESS ACTING THE UNDERTATE EDUCATION LAW FOR ANY THE DIRECTION OF A LICENSED (STING PARKING 1g_ 5TYP.) O o / \ EX (GRASS) to 0 -L I I NW LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. �/-\" GREASE 15.2 x _ 12" J V MARKED WITH THE LAND TRA -- �1YP•?o, PS ERRY �� 1 I � 3. ONLY COPIES OF THIS SURVEY M T ELECTRIC \ ° _ - 8" /I I SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL LHT_--/ ,,, TRANSF. \ TENNIS , TWIN CHERR °� / / i ARE THE PRODUCT OF THE LAND SURVEYOR. 15.62 COURT CHERR HTV _--�- TEP ° r � ' 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND / / 0 20.1 S o TEN �� 2O- I IJT/ / // _ -- ROX. LOZ-TION \ o J I ` CHERRY r GEODETIC SURVEY TRIANGULATION STATION CHOCOMOUNT 2 /_ 4WATER SERVIC \ BUR( / �- 26 I \ CABLE 5. CLUB HOUSE SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF STEPS-- i j \ \ \PI S \ / Z . eox \ 0t SUFFOLK TAX MAP 1000, SECTION 4, BLOCK 06, LOT 09. IGHT x29. PI ;y \ ` ^' \ I \0r 0. 6. SITE IS LOCATED IN ZONING DISTRICT R-120. -'2 r\ f / / / FLAG POLE \ �.�32 7.xIK5�IN \4 r I; -z 7. BASE FOR LEVELS: NGVD 1929 -26 (CHT) STONE LANDIN z \\ Y \ U x STEP G IGHT OF LAWN /_2 `,"LIGHTF 1-1 ''r \ 1N \ 1 1 -+. 6L 0 1 ' G \ L I / SOIL CLASSIFICATIONS . WAY LI N� � / / � WO011 � W I \� � X 1�� / _' �30,� I! RAMP ( I HVAC�1VC p�2L \ =U .. \ CROSSWALK 60. / a TIN LIGHT ^ \ BDu c = DUNE BEACHES - / / \Xl BUR J \ // I I PIB PLYMOUTH LAND SAND, 3-8% SLOPES SPEED / CE cu P lE BUMP RAIL /' 1 LAWN DOCK Y UMPSTER TANK POGO Gq� o \ I Rd6 _ RIVERHEAD SANDY LOAM, 3-8% SLOPES \ EL. 36.17 _z AREA \ ReB RIVERHEAD VERY STONY SANDY LOAM, 3-8% SLOPES �o // US DRIVE �`' \ ReC - RIVERHEAD VERY STONY SANDY LOAM, 8-15% SLOPES LOADING \ WOOD \ BITUMINO \ \ / AREA / MINOUS ' TOP STEP \ o v� q PINE \�o )BaU o DRIVEWAY I \ ;) =36.63 CONC. (RAMP E ,` 00 a.8 \_ PATIO \ WO D TIE / N ' �O P �1 1 I �ER� ( / IIn R d B P� i/ Q N STEPS CO 2 WOO \ \/ ) �� , PV °, r✓ PRO SHOP EXISTING PINE ` -_r \ w -. TIE T. G Q �,, {, GLOB ; tr `yr'� "` N,SC�EM �Ks;r LIGHT HOUSE 19 _L,J RAI FENCE Y O IRRIGATION / //f r PORCH I ' l \ / / z U CON: i, FF @ DOOR EL.=36.64 PORCH / r. w \ / / / O O RdB r 3 EL.=36.85 CHIMNEY EL.=36.34 x36.35 I ' / I _- S{ / / a � 0 EL.=36.97 OLLJ �J \ 1 / p PINE ' / \ / / Z Z / � � �� � N '�� SAPLIf�S / �\ L / W Q Z Z CI- Lu /\ G 1 O���O�//i / ( X 33.3 \ c p� �� `�.QP ; / J <v --\ BRUSHi� ) I / l / l LEGEND g p 0 / -� / PROPERTY LINE O � c Q U X 34.7 \�� WALKS c� y ZNIPEY/ LAWN / / - - J < J I ABUTTERS LINE W - Q f 2� 36.31 X o- / W ,LIGHT / 1 ����� c O 36.37 / / J / / / > W W C ) ! ^ RIGHT OF \ \ �� / p 1 / ( 4" / / < / EDGE OF PAVEMENT W V WAY LINE �JoO� 7� / I I 9��\ - EL.-3i� \\� \ // / TREE / c / LOCATION EDGE OF GRAVEL ------------------- C) a- 0) � Z / l l I APPROXIMEL NE EXISTING CONTOUR - - 24 --- W � W _ I ' / LAWN 2�\\ \ \ V� J / I 3 \ I \ / / BC OF SHOR STONE WALL ~ O = I- \ X 34.9 F��\ ROW OF 9' i v M - / I L / 4.7 X 34.5 \ ARBORVITAES 1\ S � J / (, Lu � RETAINING WALL .� �. �. .. �. (/') N � - \ \ \ 'EAT I '-, i ` 1 � a � , �,k ``\ ReC ? / PATH <J 1 1 \ \ 34� 1 -- SIGN \ I BITUMINOUSU' \ TREE LINE W \ .-- 0 - RES -16-- ' \ \ \ \\ \ _T CRUSHED , DRIVE �� \ NOW OR OVERHEADF FORMERLY N/F 1 \';� \ \ e�\ STONE PARKING UTILITY POLE -4-- \ BOUNDARY POINT 0 o \ \ ��\ \ \ l X 34.3 / QPGF ��L I 1 I DRILL HOLE DH* 16" 1 1 \ \ \ / / 6/ 1 I IRON MONUMENT 0 CHERRY \\ FXV 1 .LIGHT - 1 9 �' / 2 I \ 1 SS/� \ \ ` FO .' LAWN NT � I I / l MERES 1 C - \ \ i�/ 00� , / FENCE SPLIT RAIL / HYDRAo s 1 1po c _ / SLOPES 20% OR GREATER \ -- IGHT i L� BRUSH I \ I 1 LIGHT\ \ ___- 24 I \ • � N STONE &/TV \ PARKING / _ MONS, � 22 � � a LAWN DRIVEWAY ! I ' ) / �►� � _L/ // p � . m Y Y a a rn \ \ o UGH SPLIT RAIL /00 LA BRUSH ,.,..:/ / - / g FENCE i� /// / . / K1 / 2p p - \ xI 0 \ _ \ // \� 1 • \ � -r \ � \,-�- \ � 7E LJ Lu 6" TREE �� � �-�/� _ ~ � 0 0 \ 1 / OLD ELECTRIC ,26 C', !!! O V ae v v PIV BRUSH BOX L i i , r > w o � a .20 / o 0 - Ill = = III = w w \ APPROXIMATE LOCATION - III - / U ,2 ING // > D m N = _ F SHORELINE - III - III - \� .. � . / / RPGE BU\L� / W co \ MEAN HIGH WATER �/ TO 1 T \\ G / 77" �� BRUSH - Q � oo (o 1-1 11 W N N N N N L(` \\\ �� / `• I �" / III r) <Y I- (O co COASTAL EROSION HAZARD LIMITS AS SHOWN ON COASTAL EROSION - \\\ �6' R e B l76 / / <; o 0 0 0 0 / III o . . . AREA MAP, TOWN OF SOUTHOLD, _t-'�_ ` ii �_�� � �� j = z N "' � "' _ SUFFOLK COUNTY, NEW YORK, \ SHEET 41-Fl OF 49 8/29/88 �� BOUNDARY LOCATED -\ _ \\ COASTAL EROSION HAZARD LIMITS ALONG SHORELINE \ - \/� AS SHOWN ON COASTAL EROSION I I I 2,200'± ���� BC \ \\ BITUMINOUS AREA MAP, TOWN OF S(OUTHOLD, - / Q �� PAVEMENT HE SUFFOLK COUNTY, NEW YORK, - ~ cn B �j j- _ r / SHEET 41-Fl OF 49 8/29/88 III . Qcn F oLn HE ;� > III L LO CU V� U \\\ c/, r' \ 7 7 r /i\\\ - I I m N I ;7 \\ HE r' III w z z z o L- \ a ` O z O O uo Q CD 7 \\\ SHED III 0- m o o u w `` � w m w 7 �\� SHED _I III DATE: 01 /25/2016 \ \ HE -_ SCALE: 1 " = 30' PROJECT: #2015825 QUALITY CONTROL CERTIFICATION DEED LINE r \\\ I I I GROUP REVIEWED DATE PROJECT MANAGER SURVEY `�I - - III 30 1 s o 3o SHEET F 8 ENVIRONMENTAL f�_ _ I �' III , III 2 � \ \•- `I ` - - _ GRAPHIC SCALE IN FEET CIVIL STRUCTURAL ARCHITECTURAL DRAINAGE CALCULATIONS V AREA 1 WVN PAVED DRIVE AND STONE PARKING: 14,375 SF w --w 11 A4'r, \ Q /•� ''�' Q 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 E PROVIDED:160 UNITS j 1 D __ -- -- -- A,�I i o' ��/ / °y �l�J /. Q� m o v AREA 2 SANITARY 'MANHOLES CD F- D1 10- ami Y STONE PARKING AND CONCRETE WALK: 8,429 SF �� _ �-- /' _ ROOF AREA: 7,584 SF -'� - / a o� ='' ' Y o c TOTAL AREA: 16,023 SF TOP OF FRAME INV. IN INV. OUT '� , 8" =• ! y' ' W .� REQUIRED = 16,023 SF X 1.0 X 2/12 = 2,670 CU. FT �� --•-- ++ cz 16 l i o' 34 \ \ �� i a a� 1 30 28.7 24.4 - - 2,670 CU. FT / 15.8 CU. FT/UNIT = 169 REQUIRED UNITS i \_ P,NE f,E a (� Q o ro E PROVIDED:169 UNITS 2 24 20 .1 20.0F- i �F;h c s✓wEF ;.','I , �- Q 0d c 6 AREA 3 3 24.5 18.2 18.1 - <°��` Rod- eJr c C PAVED 4 18.3 15.1 15.0 \, 5�4EENo ": > G tiJ c'RJ = �, m N \F u n; U U -I 0 N TOTAL AREA: 22,885 SF - - c� / - eq O 2! M a> REQUIRED = 22,885 SF X 1.0 X 2/12 = 3,815 CU. FT - �' ;3 "� / � RAIN GARDEN AREA = 2,750 SF W/ VARIABLE DEPTH `' \ - ,'; \ UJ ° U co N 4,250 CU.FT ® EL. 25.5 c\J M 00 L N W o0 00 AREA 4 ` y W (n M PAVF DRIVE: 9,541 SF /_-1 2' 00 AREA: 1,005 SF O R TOTAL AREA: 10,546 SF o / REQUIRED = 10,546 SF X 1.0 X 2/12 = 1,758 CU. FT J 1,758 CU. FT / 15.8 CU. FT/UNIT = 112 REQUIRED UNITS PROVIDED:112 UNITS O 15 433 TOTAL / O O I �°> tl \� ., / 1 / o \ / � O �• ! � \ w�;F::ti`'� PROVIDE --- p o � �__-- �\ \ p -�>'' CONSTRUCTION SEE DETAIL) E O *TH-1"A) - O ! i \ \ O / / \ +TH-2 O / \ o ^PQN `:' �;,c PROVIDE 11 / i. wr" - * rZPh\ \/ SE. p,REA STORMTANK MODULESccFaro E •• ,xrsj( Pj`G SEPTIC EXP 6NF�R SEP�C j =;"A�r,�ox- 0 P cE P�� SET BOTTOMS !� PROVIDE E[ \ �.,. M (EE DETAIL) / E eR° c \ \ CATCH BASIN \ T \ J PROVIDE RETAINING �" I ��A _, SEE SH SIGN WALL SEE ARCHITECTURAL DEG - - \� i°°°a°P�. �7 _ (SEE DETAIL) \\ 5 \\ - I cL TF=12 \ \ PLANS (TYP.) ! / '• ® �` 1 INV IN=9 ;PROVIDE 18" MIN VERTICAL SEPARATION ' BENCHMARK: R00 BETWEEN SANITARY &, DRAIN UNE / , 4 EL=12.89 NGVD / � � 29) PROVIDE 169 FN 86'50'42" E STORMTANK MODULES ! / - 74 46.30 / - 0 ?3 � r ,, g05 REFS 4 SET BOTTOMS AT / EL. 12.5 ' FZOA ? r F a° e�° 14 I / SEE DETAIL EXISTING STONE WALL - ENQ 6' iM �" sx P �"� f N ' ( ) I (170 t) TO REMAIN c,'( - egg. PROVIDE 29f LF UNDISTURBED EP' --�_g7g'78 14 r. N 2' WIDE TRENCH DRAIN - P F0 O2 R < \' e " s °0`'a� r ✓ I 'L (SEE DETAIL) PROVIDE Ro�O / \ �.� ;1 0❑ \ Pt° MARK ALL CATCH BASIN l r - ,� \r :; s N\ UTIUTIES AND 5 zzX IF ., ,; Q q 1 �3' PROVIDE 2451 LF \ / \-os / , _ �� VERIFY INVERTS ' WI E GRASS SWALE (SEE DETAIL) (SEE�DETAI) i �, / " O AT START OF 2 \ r� +�\ TF=19.8 "�aF ` ' CONSTRUCTION / `„ INV IN-16.8 / 8 7 F' St�� j \ �, NepRv ,4�•' i T i I rt- -'», \ /I O�SN c% \ t \ `) gUaIEO I 1 I t o, 1 t I � vc� t^ REMOVE EXISTING PROVIDE / " �`'� - < J �� PAVED DRIVE. F/'rr. , ELEctalc �\ BENCHMARK.-MAG NAIL \ PROVIDE NEW BITUMINOUS DRIVE nY g \ O sc �- , (SEE DETAIL) v APRON 1 a �°'� ' / aPN F,, s EL= 20.37 INGVD29 , I/ GO c F R�`cR - � TYP. ALL PAVED AREAS WITHIN 4� LIMITS OF CONSTRUCTION PROVIDE 65f LF E� \a UG"t Z2 4' wG ac �P"v 2' WIDE TRENCH DRAIN4..,: .,1j y� \ �9 \ / (EE DETAIL) �I �• \v.Nf 2 i �- - - X26 PROVIDE HARDSCAPE PATH (NO CURB). REFER TO ARCHITECTURAL 30 DRAWINGS FOR MATERIAL g - _ - �, \ � '` REMOVE AND DISPOSE OF EXISTING STONE WALL / _- 30 �� SEE SHEET 6 FOR SANITARY _ 20 \ / / `- X34 / 1 5'x I C FAD SEWER SYSTEM DESIGN O / ////. / o �- \• H.vAC��/ PROVIDE SAWCUT, p�' o�• t 22 s1EP°L BURSE 1,000 CAL. REMOVE & REPLACE 1� PROPLF TANK PROVIDE AND MAINTAIN I CONTINUOUS UNE OF SILT FENCEEXISTING PAVEMENT AS REQUIRED " ESTABLISH AS LIMITS OF PROVIDE 2 2 CONDUITS -� , � / 2 .5x / , Ar�A \ (PROVIDE CLEARING, GRADING, & AND 1 3" CONDUIT PR E � �� Ox / .y0 _ \ o T", PAVED r �2 / 5 Y �, I ..°• "VALVE ) GROUND DISTURBANCE LEGEND APRON � � "/ j � � EE c�" � 8 `� � I p \ TO HYDRANT \ � PROPERTY LINE z --CC7�-� i 36. _ �Nf. \ PROVIDE 4" ASTM -6 `" �.: / w Z >':::�\ RELOCATED ABUTTERS LINE �. s 7x i /FOOTING DRAIPJ Q LopDcPc - _ _HYDRANT D-3034-SDR35 PVC \ / 6 i EDGE OF PAVEMENT U o O SANITARY SEWER PIPE " - V' � °D TIE R` z 1 .5 / / 4" CPP / _ LIMITS OF CONSTRUCTION EDGE OF GRAVEL ------------------- a- Oa >- 0- U x3fi LAwN L 1 °rNC ' w.° D TIE �E71vN AREA TO BE DISTURBED=3.1± ACRES EXISTING CONTOUR -- - 28 --- PAVE 20'X28' � - --- Nc� ,� \ � I � I � � / CART J/ \ v /� / \ PROPOSED CONTOUR 26 O z w w HANDICAP PARKING 5 PARKING w �\ sw r1 HE I z V- Z Z � �Q. � t ;• _ � .� i _ _ STONE WALL � Q < _ �- & PACINTED SYMBOLS / I / // V O .9X i \ 36.9 - - - \ __ - 26 \ I I RETAINING WALL / - } W / � � \ �� - \ 1 ' STOCKADE FENCE �5' ,',/ 36.9O x LIMITS OF CONSTRUCTION J G�1 OF ` • ,� 24 / 2 / �,P >f36.7 36.9 36/k /// \ QP o i 69 pCt`s'1 F 24 / ' �� s+ I I Q c / (/I g Y s sTEFs // e 9 S 1i¢ / ao PROVIDE TREE LINE W cc W � J AREA TO BE DISTURBED=3.1t ACRES WP \t / z�.63 // 0.1 `c �, a, C� RELOCATE AREA 3 NOW OR FORMERLY w 636.63 / / G oc��- 0����' • BURIED I, � � �� �/1 � RAIN GARDEN I N/F � � UTILITIES ys � -�' ) \ I . (SEE DETAIL, SHEET 8) I UTILITY POLE -� p LL (n J "�? -! �•lg�/, -- e I;r',��� - / / S N, \`s X-36.7 y-o,n i�1 / / E1ap° / `O! E9T iN v,r. % I J II III AND '4EX 3 WATER VALVE W Q 3wvDISPOSE STING PAVEMENT ry �O PROVIDE 5X5 5t1EXISTING BUILDING / ' Qe�OINSTONESPLASH = Ld cMAV'( PROPOSED BUILDING M � ROOF PADS � 366 / LEADER ��, PROVIDE CRUSHED STONE a� °j i 1 `i FF D6 g5 / (TYP.) 36 x 4 / . / \ \ I 0 PARKING o ; \\� 5. Citi 36A Ems` ,� \ ( 34. N� ' ti 36.9 \�\ // / / fir' PROVIDE AND MAINTAIN A ' TYP, SEE DETAIL � ``' yi /z' UGrIT T j ly�< � `�' � ,�l °�:`" " � / \\ I ,\ / 3s. r ,/ / y/ / CONTINUOUS UNE OF 25:H.P.X / c 36.9X PROTECT EXISTING RECREATIONAL / r / , / -; , ,E i `� \ STRAW WADDLE UNTIL SLOPES 30 15 0 30 A ,N s w v. ax ARE VEGETATED & STABLE PATH, PLANTINGS, & FENCE � ,/ / 13 , ,P � 5. \ � � - �4 THROUGHOUT CONSTRUCTION �' / ' NSFo/ / .5 `~ a \ 6'0 / /J \ 4;' , y/ / GRAPHIC SCALE IN FEET 1 5 325 \ ---_ - - 33.0 01; AN134 36.5 �: . _--- \ to / (� ,� � - ,•�--� �1 P VIDE 160 (36X e \, 36. .. a.s , oRly STORM MODULES \ F./? /` 10 SET SOTTO SAT EL. 15.5' (SEE DETAIL) \ / 1 2A / / ti '�° ' r� \` " ,'15RO\ADE HARDSOAPE 6 PVC PATH (NO CURB). REFER / w i \ ROOF LEA TO ARCHITECTURAL PROVIDE / \ / � i x . 0 T 2• I (TYP::7 r f 9 ( Q CATCH BASIN 2 / I PROVIDEDRAWINGS / / . > . 2 III m ,_ o�- R MATERIA J (SEE DETAIL) ,< \�\ 40 / I WATER STORAGE - � PROVIDE 2 PAVED ' / / \� �� I RELOCATE r Y Y a a TF=20.5 ! \I L" ,,3 TANKS HANDICAP PARKING`�- e � - INV IN=17.5 /\ G _ 2 __ / PwN 33.3X\ / �� Q, VL HYDRANT v z APPROX. / 1 SPACES SIGNS & �/ FAL �O / III o V) 0 REMOVE PAVEMENT & PROVIDE Q' I ` ' / STOCKPILE AREA / PNNTED SYMBOLS o� �� / / /\� Z V) z z CONSTRUCTION ENTRANCE / \ �' 1 / v' -34�\ (CONTRACTOR TO // `\ r �� -FLNL� o \� 22 I I I N m \\ / LIMITS OF CONSTRUCTION o W w (SEE DETAIL) \ \� �o ADJUST AS REQUIRED) I / \ - `� �� 33.3 33 �/ / I_ Z ° 0 0 ,4; / \ , 9 'PROVIDE 73/ LF PROVIDE AND MAINTAIN d - ,REPAVE AFTER CONSTRUCTION OF _ \ \ - __ f� \ x J - \ r \ -- / R US UNE OF 0 R1GN� c \\ \\ \ 6 _ Q AI A CONTINUO N � ®� .' / SILT FENCE I I i ,�, o o a � � � (SEE DETAIL)/ 20 ESTABLISH AS LIMITS OF - ' N � n o 0 III o U) m \ \ ^\ _ _ , , /. �" CLEARING, GRADING, & Q w PROVIDE /:"t / `�',/ ' ' -",,.: / / - / / GROUND DISTURBANCE _ - m \ ----CONCRETE WASHOUT PIT MATCH NEW i o a a i' !PAVEMENT ` / / / / / - > > m cin = i (SEE-DIET SHEET-8 - ,H r // ( L• ) 'i AT/EXISTING/ / PAVED DRIVE / / _ w 0 0 0 N N N N N N 00 PROVIDE -r , Is % `,l / / _ SAWCUT o c 20 � i ;�oN,- I \ ,%\ ^°' J� LIG \ •- // /e 4 ,/ „`' o O o 0 0 � N M �t � \�/ u') pF,v: TOR N) P\,4 /' E <,,• ' \ i/ l , 1 c (PROTECT \6 � \ % � r / ^ / URING CONSTRU ` ���G / - 5 Q ON) I \ ✓; COASTAL EROSION Nl�Z1,tiD LII4 rTS \\1 AS SHOWN BY COASTAL EROSION I Q a \'3�) /4i�l i l l / `16� AREA MAP, TOWN OF SOUTHOLD, 11� 0 2... SUFFOLK COUNTY, NLN YORK, � Ln SHEET 41-FI OF 49, 8/29/88 ; I � CN l III = III PROVIDE ,�=::f•...g�,:•:n. "t,0`.'PA / f? tF , \ t ,' O CO,Cl.zI;STAl1 EROSION 1: 4 D LlMil314Y07 Li 29 i _ �s1 0z � ti =0c10A vUY Or SOUiT+OLD, TRENCH GRAIN O n Q w WIDE 0w W rv' YOF o SLFFCY COUPC, P< O0stSS .4,1--n or 4,? sln L� PROVIDE AND MAINTAIN \ \ 18 = _,.,. .._.---•-"------. _� _ A CONTINUOUS LINE OF DATE. 01 /25/2016 \ ` I / _ SILT FENCE \\ \ ESTABLISH AS LIMITS OF SCALE: 1 " = 30' P CLEARING, GRADING, & QUALITYGROUND DISTURBANCE CONTROL CERTIFICATION ��---•� PROJECT: #2015825 GROUP REVIEWED DATE PROJECT MANAGER " O SURVEY ENVIRONMENTAL .•'' - .- �. ....-.-_® =+-- - w-.--^- CIVIL """"""A""' "e"."_""'.'."... ....."°..,.. - - - - - -- `_ SHEET STRUCTURAL 3 OF 8 ARCHITECTURAL ' :r1 - ARLE FILI:''LD CO �3 U _ J J rtw/� � _ pqco 1 1 P,"E ��A� i oC.0 o N O U \ X10 - \L �/ s /�° W ca c 'P a3 v a� L Y O C O 9 SNES p,NE V'^ V i s = N U / L CL 34 uj 00 - \ j0 P E ~ W 2s O T M - z / � i - c c)0 cd N \ pME C0 Ce) 00 00 \ \ W c,/^) M \L 77 \ / V/ ' j--12— � J 12' / \ Lu1 ff i - \= PROVIDE CONSTRUCTION ENTRANCE / L \ (SEE DETAIL) ,. \ \ \''\ / #TH-2 - PROVIDE RETAINING WALL SEE ARCHITECTURAL - I PLANS (TYP.) ,, / BENCHMARK: ROD / �� EL=12.89' (NGVD29) ' ��. �� _ N 86'50 4 9o5p0 ;-, P� Eas, � x\3'23 ® \ I � 14 46.30' I EXISTING STONE WALL Np ROA M Ey s, s —A 4 I \ (170'±) TO REMAIN / �5T E ��196��$ sEP� 14 UNDISTURBED 9. ❑❑ � / \� r-�'a�''{• irk, O t\c r \ \_ ❑ oO�� �,'�o �N• ,9.22x 1 °�r GHERRY I 18 v REMOVE EXISTING GO � , PAVED DRIVE. / _ \ o /J � PROVIDE NEW BITUMINOUS DRIVE / BENCHMARK.-MAG NAIL (SEE DETAIL) PROVIDE EEEGTRIG o41, \ PAVED 18 TRw45p _ o \ EL= 20.37' (NGVD29) TYP. ALL PAVED AREAS WITHIN r O V APRON �2o•,4x I EGHT 22 LIMITS OF CONSTRUCTION \ — 18 Ew / 26 PROVIDE HARDSCAPE PATH (NO CURB). / ——- REFER TO ARCHITECTURAL _ _—30 / E�\'7 x DRAWINGS FOR MATERIAL \ / — 32 , % N 20 \ I � 28; j8- REMOVE AND DISPOSE OF / / r/ 30 / \ —ea= / EXISTING STONE WALL q P 2p \\\ �tv / / _ 3 / \ 'a I LIGHT \ \ / / PROVIDE SAWCUT, ,y , \, REMOVE & REPLACE 1 \ \ � T� //� � / ��'� / / � - 1 \ M EXISTING PAVEMENT AS REQUIRED O� 00 I / EGHTS O \ I T I W � � �TYPa Ila LEGEND c // \ I PROPERTY LINE PROVIDE q y`� apcK \ / —— � Y Z �2 5 6 PNE / ABUTTERS LINE _ PAVED -I EE.e36?7 e Z U p i �-} .I � p, . _ EDGE OF PAVEMENT Q O 0 APRON r GH ''+ EDGE OF GRAVEL ------------------- � O �-- / OMITS OF CONSTRUCTION _— — — a' Q - AREA TO BE DISTURBED=3.1± ACRES EXISTING CONTOUR — 28 O_ / $ �b / �wN PROPOSED CONTOUR I W Ow Z z Z STONE WALL Q U PAVE 20'X28' CART �? °W o HE s, I I � _ _ � � '-`- _ � RETAINING WALL O � � � �_} I I STOCKADE FENCE n' �" HANDICAP PARKING PARKING�S � 9X <v�"V � �E�% Mr r � _,� � �- — _ SPACES WITH SIGNS \ 6.9X 36.9 X r _ 46 & PAINTED SYMBOLS I/ �8 / \ 36 \\ PCO I p1G 36. 24 / \I R°5N ' I TREE LINE w w w V) OF / / 316'9> 36.9 t�0 Q 69 •• avvlguSE 1 / ' I I NOW OR FORMERLY N/F 0 WAYS / ao 24 1f 36.7 63P O� �� SUB 1 1 �I I I \ I I LIMITS OF CONSTRUCTION ��� I AREA TO BE DISTURBED=3.1± ACRES \ ^ I I UTILITY POLE ♦- o w dam- cn \ - I 17 ) �� / I WATER VALVE Dw4 1- �/ o w O / � � [_O x36.35 / / / ) / 3 PwE SAWCUT, REMOVE, AND / °j / 36.36.9 3 e H� l C�py � PORCH }4 1 \ �j / I I EXISTING BUILDING ® (n W N DISPOSE EXISTING PAVEMENT SAPE1 p1t0 S S�t� �, EE=}6_ / ��/ � TREE �\ ' l I I PROPOSED BUILDING / \ J - QO1\411'a RS 369 \ EPWN /Ico w O O E`" ROOF �✓ / / \ 36.7 El Pob 6G LEADER N� / J �9' / 1 Q r _ FF®pB g5 t,•,'i (TYP.) 36.9 PROVIDE CRUSHED STONE i / / 5.0 PARKING EGHT 34. 36 (TYP, SEE DETAIL) J 'q9 36.9X / 63 / \ J `1 \ \ 1 \ 30 15 0 30 iiiiiii H.P.X i / >£ 5X J in `,� t \ I PROTECT EXISTING RECREATIONAL PATH, PLANTINGS, & FENCE � ' t3 � / � GRAPHIC SCALE IN FEET P �(/ / \ / NtRO/ / .5X — THROUGHOUT CONSTRUCTION / g0X �\ —\ 1"z / 34 36.5 OEC 1 nReoR, �6X \ / \ / / ` x 33 / 36.5X \ \\ I 11^ / r\ l V, 3 \ �15ROVIDE HARDSCA E \ 1 a a 'V I y M 6 3s. ' PATH (NO CURB). REFER \ / / X 345 \ / TO ARCHITECTURAL / NYOR"` °�° a 1 1 a a DRAWINGSQR.MATERIA 47 / / \ 11 l z / 22, _ / \ Lj � zz 0 z z PROVIDE 2 PAVED �� � �wN 33.3X\\ , I: III � � � z a m 3q9 2 SPACES SIGNS &PARKINGANDICAP \�- ,'f// r - o 0 < I \ / i PAINTED SYMBOLS /' / � 22 LIMITS OF CONSTRUCTION REMOVE PAVEMENT & PROM E Q' /- \\ �� i/ I 34�\ ' `\ ,'� O U o / c� I / \ CONSTRUCTION ENTRANCE \ �o \ 43 I / •� /� g 33.3 -� _ _ (SEE DETAIL) i \ \ �'� X 3 / / I I I w 0 Z a a � w o 0 0 60 � o LLJ � ,REPAVE AFTER CO STRUCTION WPB / \ \ -/ \ �. � CIS NEW AV�MENT ` / / /-'/ III w 0 0 0 :H AT EXISTING 33X�� / / _ — Ld N CN N o 0 0 0 V / I r v—r'- � ^�PKVED DR / � � coo oho fC / \ I/ PROVIDE 1 o I 1 03 „�a L,GHT 2 �~ z N M d o SAWCUT 20 ° \ \ \ - / IN �o iREE �. A/Ol0 Q / / L r' �' TO RE T3W 6" "°of Pv PRO�ECT URING Co ON) w �J\tea \ 5 U ) p / � 1 i / COASTAL EROSION HAZARD LIMITS \\\ ¢ a \ \ _r 5 �� / AS SHOWN BY COASTAL EROSION I o `/' AREA MAP, TOWN OF SOUTHOLD, 1 11\ 254/ ` SUFFOLK COUNTY, NEW YORK. o 00 Ln L0 SHEET 41-Fl OF 49, 8/29/88 0 o y = o � � I N LLJO U z o L� COASTAL EROSION HAZARD LIMITS / \11 AS SHOWN ON COASTAL EROSION /// \ o o n Q w J AREA MAP TOWN OF SOUTHOLD, a m o o v v L� - III = III = III - III = III - 111 - \\ / 111 SUFFOLK COUNTY, NEW YORK, \ 18 _ _ DATE. 01 /25/2016 SHEET 41-Fl OF 49 8/29/88 SCALE: 1 " = 30' PROJECT: #2015825 QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE ------------------ PROJECT MANAGER \ 11' SHEET SURVEY \ 7 r \\/ SH ' ENVIRONMENTAL ` _— CIVIL / O -- -- /\\ SHS , STRUCTURAL ARCHITECTURAL BARLEY FIELD COVE U DRAINAGE CALCULATIONS J AREA 1 \ \ ` S/ R\�° \ v FE3�CIA G�U� a_ PAVED DRIVE AND STONE PARKING: 14,375 SF -w-mow �� PQP PO / / i °0 REQUIRED = 14,375 SF X 1.0 X 2/12 = 2,396 CU. FT w / �G / ' wNE T o E 2,396 CU. FT / 15.8 CU. FT/UNIT = 152 REQUIRED UNITS ----------- w / \ - s Q ,/ '� tO �° o PROVIDED:160 UNITS i 7 G z \/ (-LI `• . . .- -. . . I// pNE "/� �p P\NE a1�� 1017 PN ■r Za (~,� G G AREA 2 SANITARY MANHOLES i 'I.a 1 2' 7 s c°� Y U a a� - ,�-. 7 � g�SN a� _ o STONE PARKING AND CONCRETE WALK: 8,429 SF s \ _ p1i7E Y. ROOF AREA: 7,584 SF - s e°o� ��/ w S a' TOTAL AREA: 16,023 SF TOP OF FRAME INV. IN INV. OUT ' �� ! ' 8 SNES PNE L cn cz = o \ � PINE (� � � /' 0V •a Q1 REQUIRED = 16,023 SF X 1.0 X 2/12 = 2,670 CU. FT s - ! -- - - 5 I o E 1 30 28.7 24.4 5 0 \ /�j w L. o co 0 2,670 CU. FT / 15.8 CU. FT/UNIT = 169 REQUIRED UNITS - p,NE Q PROVIDED:169 UNITS 2 24 20.1 20.0 pwE Z /�• C a� 1 Te Ua . t -air i3 24.5 18.2 18.1�EE PAVED DRIVE: 11,413 SF > c4 18.3 15.1 15.0 c\IROOF AREA:11,472 SF cz TOTAL AREA: 22,885 SF cRp55 Ex T eq (n REQUIRED = 22,885 SF X 1.0 X 2/12 = 3,815 CU. FT i\ l I�i pNE 7 R V) > o ul N RAIN GARDEN AREA = 2,750 SF W/ VARIABLE DEPTH ,,, \/ '�I 7� \ Q i N w 00 4,250 CU.FT 0 EL. 25.5 M 00 '7 Wco 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 ' �� 0 O -T-1 G°RN a ° / J 1,758 CU. FT / 15.8 CU. FT/UNIT = 112 REQUIRED UNITS o - aa�c �� \ /' PROVIDED:112 UNITS _ 0 433 TOTAL - ^ o A 0 0 / h O 0 / 0 _\/ O O 0 0 0 O o O U / I, yil OURT O 0 ° T H-1 0 0 _ _ Z r� T 0 0 o\S R/ 0 2 0 G° \ \, \ ° .TH, ice'♦ •sy / 9T \ \ ''\;�` Vii•',. `\ \ � o GA\ O \c MN. PROVIDE 11 r5°°P \/ SEP REPS STORMTANK MODULES TIC EY.PANSpR SEPTIC jx. � 9 �ERVIGE ATEVy SET BOTTOMS AT EL 6.5 PROVIDE \\\ A\ \ SEP SHED 6 P PR (SEE DETAIL) CATCH BASIN \\ \ ' SEE pESIGN - j Zoog Rao 1 (SEE DETAIL) -` \r ELEG" /� - TF=12 E T 1 1 INV IN=9ov VEM`N 1 \ \ L- (PROVIDE 18" MIN VERTICAL SEPARATION Y9ENCHMARK: ROD �• � P� � E �, �- EA 4 BETWEEN SANITAIRY,&,DRAIN UNE , .89 (NGVD29) S RENGE C L PROVIDE 169 ~X13.23 - I 21• STORMTANK MODULES SET BOTTOMS AT E�\c SEPo GO- 13BIOG. 3�' UNpEg o / li l / GPp EL. 12.5' j ENp R MN• CJ o I I (SEE DETAIL) PROVIDE 29f LF \ uRT 2 m 2' WIDE TRENCH DRAIN TEY gsH co (SEE DETAIL) PR�x OANExj RAIU RANO\GAP C�p� (ENN\5S' eRsH Ap 0 PROVIDE 1p0 R°p0 FENCE PARKING 0❑ Pj G MARK ALL UTILITIES AND ` SEN 1522x °� s' Y CATCH BASIN 00 £} 2 2R WIDE RAS SWALE qty Ezra• ., 4 O M' VERIFY INVERTS CHERR °"P r F�. (SEE (DETAIL) GS" O AT START OF 1ww r rr � h TF=19 g gLUEswP� dQ��PI O CONSTRUCTION G"ERR °� (SEE DETAIL) INV IN=16.8 I oQ CEPS e' LwHt Y R O � \ I/ $ eJSH o C10\11 e06 E YXI p v P O ) r / M,P\1a S E(ESF N SEEPS °� BENCHMARK:MAG NAIL �� RPsI EL= 20.37' (NGVD29) GO PROVIDE 65t LF 2' WIDE TRENCH DRAIN P t5 (SEE DETAIL) // 2 uGHt Szz P\NE cT r ^ s \ - i \ / LIGHT \` i I � _'/_ 9 1 2"I 8��� � 0 � • XISTING Q, \ LIG"t/ = a I t X 13' C O N C PAD E\GNT SEE SHEET 6 FOR SANITARY _ \ SEWER SYSTEM DESIGN O \ ~\ LIG", 5 O \\ o �� H,VAC \ STE = , FLAG POSE gTONE 361 BURIE 1,000 GAL. ( PROVIDE AND MAINTAIN P PAN TANK s oR`�E CONTINUOUS UNE OF Z }6 � °� I SILT FENCE Q O / r \tYP� RMP B� sTER g u ESTABLISH AS LIMITS OF m ` PROVIDE CLEARING, GRADING, & LEGEND PROVIDE 2 2 CONDUITS / _ / GROUND DISTURBANCE AND 1 3" CONDUIT i o oocX U w°OPS 3 & VDI LINE PROPERTY LINE _j O / r a SL.,50' o P 6 P\a TO HYDRANT i ABUTTERS LINE -- Y ~ / FENCE RELOCATED Z EDGE OF PAVEMENT I ------------------- r PROVIDE 4 ASTM � s s � , >^. / - D-3034-SDR35 PVC \\ q LG{t J FOOLING DRAIN 5 o ARFA WOOD IIE R HYDRANT g SANITARY SEWER PIPE � � �, / /`4 CPP EDGE OF GRAVEL -- � p r 0 /� / WOOD TIE RE .VN I EXISTING CONTOUR - 28 - � � � � U o AMP FENGE Y PROPOSED CONTOUR26 Z O Z W IpwN I \ - F`'"i,-`✓ ? ROW OHE LOCKS ( 1 , i STONE WALL LLL_ Z Q Z F w ` / pw � E RETAINING WALL Q z _ } ti.�'-'_''- X - - ���5 0 I- Z Ld Lu O `' / / r STOCKADE FENCE (n (/) ♦ � FENGE / i 36 RJSN TREE LINE W 0- - Q `.J Z) \GNB OF�/ RA STEP / Pt`0 USE RELOCATE EA B PROVIDE / > w w C Q `{ \-1`�_ / 6�. 2 S 63P JE o P 0-OB ( RAIN GARDEN NOW OR FORMERLY N F W � - WAFzE BURIED i (SEE DETAIL, SHEET 8) I UTILITY POLE -�- m V) C/) z / UTILITIES WATER VALVE Ld �/ O W wvZ W d eP �D / 3 6 pORGH Spl"E EXISTING BUILDING CD = LLJ MP / PRO St10p a6 p`I"GS PROVIDE 5 XS (n LLJ c/1 1 r / ( EL 34 CC DRIVEWAY STE - Y 369, 1k PADSSTONE SPLASH PROPOSED BUILDING Q L J \ OV / ., PORG4 GH\MNE EL, - P �.H. � INV. 23.5 , � 8 UM,\N lyO _ E1,,366 1 s UUNIPER 31 X PROVIDE AND MAINTAIN A ' (1 J LIGHT hq� 10 ° 10 CONTINUOUS UNE OF w }49'C c`:} / STRAW WADDLE UNTIL SLOPES 30 15 0 30 S °c r ARE VEGETATED & STABLE \� _ RON Li' } W �� GRAPHIC SCALE IN FEET Id 325 33.0 AEs DgOI.y6 \\ \ (_ = P VIDE 160 333 �2 \ \ gITUMIN DRIVE STORMT K MODULES SET 80170 AT EL. 15.5 (SEE DETAIL) \ o i ��a ` /" J 6' PVC ' \ ,`<v� 3 r 111 PROVIDE eP os / , X 34.5 \ ROOF ItEJ� G / / Q3 Hvoa ( >- a U CATCH BASIN v/ � PROVIDE \ (TYP.�°NE % i \\ k0 a (" III m Y Y a a J (SEE DETAIL 4' \ �\ �� i WATER STORAGE X 3a , I\ i. �/ \\ Q�� I� RELOCATETANKS i 0 _ TF=20.5349 \ `�_ o` f °wN \ goo " HYDRANT III g U) v' Z cn z z '. I \ ° LIGHT / X .f� 5� i \ INV IN=17.5 1 /� / \ h / TRP` \\ �O _ _ � � APPROX. J � \\ ���. � PL I, o = N o � w Lil STOCKPILE AREA / \ Fo ' s cE \ f m AREA 1 z� / (CONTRACTOR TO o� / `` _ °°� /� FEN \ IIT z N 0 0 PROVIDE AND MAINTAIN -_ ADJUST AS REQUIRED) X jai / \ �, --- PROVIDE 73t LF A CONTINUOUS UNE OF - III O N w Lai_ 2 WIDE TRENCH DRAT - w z \ Nj OF / I ` SILT FENCE 7 _ o O 0 0 WAl L \\ i' \ ��' 'T = Q w cr) = _ R\G \ \ - SEE DETAIL 7 w SNE i(SEE ESTABLISH AS LIMITS OF � ~ � J J III a D w w \ ,' \ > I\ , \\ - CLEARING, GRADING, & 7 I _ 0 `n ' •�\ \\ PROVIDE �/� `\ BRusH GROUND DISTURBANCE T7 _ > m _ _ CONCRETE WASHOUT PIT x c ,' `- ` III W (SEE DETAIL, SHEET 8) \\ _ O O O O O pr) 00 0 N \ -uG �_ _ - --- - / - --' r-' cO ao EXISTIN C USHED STONE � (A )) i N to ELECtB0A 1 O O i CHERRY EXISTING - BITUMINOUS 0a, BRUSH �'` DRIVEWAY � pN ) \11 rr � Q • \ BRUSH ` � �G .1 ) � 6 x,00 COASTAL EROSION HAZARD LIMITS .! •\ / �pE Q AS SHOWN BY COASTAL EROSION I � \ d( AREA MAP, TOWN OF SOUTHOLD, Q C/)1 111 SUFFOLK COUNTY, NEW YORK, n In 25a N � SHEET 41-Fl OF 49, 8/29/88 = LDO n Ln - / m � I I � � I � _ III PROVIDE \\ coq \ , 1� o o z o COASTAL EROSION HAZARD LIMITS 314± Lij IDE \i,� / AS SHOWN ON COASTAL EROSION / /// \ enN� 111 \ oT AREA MAP TOWN OF SOUlli0L0 /// ; _ APPROXIMATE TOP OF 111 = TRENCH DRAIN \\, us 111 D_ m o � u o SUFFOLK COUNTY, NEW YORK, ' III = III - III =: III = III = III - 111 (SEE DETAIL) SHEET 41-Fl OF 49 8/29/88 DATE: 01 /25/2016 PROVIDE AND MAINTAIN ��\ _-. - " = A CONTINUOUS LINE OF APPROxIISCALE: 1 30'�ATE LOCATION SILT FENCE �\\ / SHEo / ry F SHORELINE ESTABUSH AS LIMITS OFEAN HIGH WATER PROJECT: 2015825 CLEARING, GRADING, & QUALITY CONTROL CERTIFICATION GROUND DISTURBANCE \\/ \ SHEo/ SHED/ GROUP REVIEWED DATE PROJECT MANAGER I SURVEY � � ... - _ ''/ \ SHVID " SHEET ENVIRONMENTAL \ �--- /\ -- - \ ' 5 OF 8 STRUCTURAL BOUNDARY LOCATED ALONG SHORELINE ARCHITECTURAL 2,200'± BARLEY FIELD COVE \\; _ STANDARD MANHOLE COVER GRAVEL FILL 1,' I � �� .U_I WYE CONNECTION BACKFILL 45° NORMAL / / � i, _i 40 I 40 FITTING INSTALLATION � �. I ' �Lo SEWER ,\' -1. - - 10 - _ I PROPOSED EDGE OF NORMAL CONNECTION I ` / / '-_ Z 1 FINISH GRADE SMH 1 . &� LATERAL �� o STA=0+60.55 , EXISTING GRADE i I •L _o TRENCH \ _ v <.. Q I N Z --_ 0 O 9O O TF EL 30 00 I _-------- � I I I I -f ' yam•+ � ,,-,O 6 1% c 6,. U "' ` /` , SMH 2 SMH 3 ( •- +V Y U 4 J I _ U � ,�/ i` /i STA=1+06.89 STA=1+96.31 \ j ;\ �'} PROVIDE AND MAINTiAIN / J JOS - -- -- - Sad S - -- _ - I -- -r - - --- L.=24.50 j W = �, INSTALL BENDCE S -� TF EL-24.00 TF E t �� ,, _ CONTINUOUS UNE OF / .t� _ I I U� i � ° °' AS REQUIRED / 1 , 3O 0 E a ca . 6" CONNECTION 1111 6" O J - \ I SILT FENCE ! / m + ( ! i I SMH 4 O 5 E 4-1 '` ESTABLISH AS LIMITS OF t;.^';' I' ,� I I ` i = + Lu Q i O w U -- - - - -- --- ---- - PROPOSED LATERAL �P�, _ -= I SANITARY SANITARY CAP AT LOCATION \� CLEARING, GRADING, dt r" /\ / I I FINISH GRADE �' �- -- ---- - t -=--T - - - - ---- -- - - TF EL.=18.30- --- - --------- m FP / I FOUNDATION STONE p �1' i GROUND DISTURBANCE �c, ._ _U. _;` / I I I I I I Q cts c -> TEE SEWER OAK MARKER AS REQUIRED �, LEACHING - - , PLAN Ot't' POOL \ / C. "-'`_ ^. j i PROVIDE 4�SpR i I \ _r I I ("� _ O - - / 1,500 GAL S�9 I + I 1 Q m a) N ■` N N /- SECTION ' NOTES: /` 2O GREASE TRAP_._..---'v -_ -- �----------- -' --- I -- � __ _ I 20 15 . co ' / 3 XEACHING_ __ --- - r - - --- ______--- _.----- - ------ E 1.) PROVIDE TRACER TAPE ABOVE ALL PIPES _�" POOL _ _ . .4 � I �'�'�``` 1 °� ,,- E,. > 4 C.I. PIPE Sp 35 I ! o � N R 2.) SEWER TIE IN MUST BE PURSUANT TO _� ' _I" `I.._ \ '�, '+ i -I, A A i Sem �� I j - U w co 6 ALL LEACHING -r <_ S NIT RY SEWER PROFILE MIN. SLOPE ' ____ Q N FISHERS ISLAND SEWER DISTRICT REQUIREMENTS POOLS ARE '`y%` / „ l _/11- - - 1 4 I i I11 c� co LEXIBLE JOINT -. 0 ' - - . 1 "-40' I / " B I SIA PVC II co W V) c�i PRE-CAST i '/ + -,;-;'-r -r ( 1 H rr , --- - - - -_ _ - - - - -------- -------- I---- -- 4• - -- -- _____ S=1.5 - _ . .- ._ .. W R A A - - - - - SE E L TER L CONCRETE , _ -- ', _ - : OVERTICALL SCALE 1 8 i- I 45 BEND 2"x1/4" S.S. STRAPS ANCHORED N - } _ - -- 1 NG I x ' - ' OT TO SCALE I; / 0 i FROM BUSLDI C I 0 C TO WALL WITH 3/8' S.S. ANCHOR - c-, \ r� / i 1 r I i f I MINK SLOPE I BOLTS AT 4' O.C. (PROVIDE _'/ '/ � /:, 1'_ �A l VM �iLE I' � I I � �I 11 1/e/FT. I i I i SINGLE STRAP ® MIDPOINT WHEN J, _ ALL DISTRIBUTION POOLS TO BE PROVIDED I j 0 ' r' :``_✓` � 0 O N a r- M n N � o, c ^ 1 O O' STANDPIPE IS LESS THAN 4' IN 0 1 0. 00 N o o - o rn N o, rn ,n a HEIGHT) WITH 18" DROP TEES ON OUTLETS (TYP) 1 v co N N a� r- to 4 4 u-i Lo N c i of of co 00 ao / PROVIDE 4" SDR 35 PVC � � � ro N N N N N N N N N N w DISTRIBUTION PIPING AS REQUIRED (TYP.) 5' I;I� -- ' ` 0+00 1+00 2+00 3+00 4+00 4+18.11 - / -- _:_ _ . - ELEVATION -I'. 0 ".._' --- L CHHI G , / , "- _ _._.._ INSIDE DROP MANHOLE PROVIDE PRECAST CONCRETE RISERS WITH1. , k I, �' l _ }, LOCKING CAST IRON COVERS TO GRADE (TYP) FPROPOSED BUILDING USES - 1 NOT TO SCALE � /O LEACHING +1- I LEACHING / I i I�I" LEACHING POOLI,jPool ' USE* LOWER FLOOR (SF) UPPER FLOOR (SF) 1[ TOTAL (SF) �- STANDARD MANHOLE FRAME & COVER UNLESS POOL 0 "' / ` - 0 RETAIL (PRO SHOP) 750 0 750 OTHERWISE DIRECTED BY THE ENGINEER 1, 1" GROUT _+ ,- _ :, , ;; ,,---- ' OFFICE 400 1300 1700 ADJUST TO GRADE WITH MIN 2 COURSES -i ' _. 0- PIROVIDE 17 2'-O" MAX 4 COURSES OF CONC BRICK y _ PERE-CAST CONCRETE KITCHEN 775 4250 5025 PRECAST REINFORCED CONCRETE p q OR PRECAST RINGS I 0 � , LEACHING POOLS MANHOLE CONE SECTION _ LEACHING LEACHING (SEE DETAIL)- MATCH BAR 425 400 825 __o: POOL POOL \ INIVERTS OF EXISTING DINING 0 6750 6750 - EACHING, POOLS ELEV. 11± o __, . 0 POOL TN- - - --- - GATHERING 0 5650 5650 COAT EXTERIOR SURFACE EXPANSION __ 20'f"-' RESTROOMS 1650 750 2400 WITH HEAVY BITUMIN PAINT ° AREA ' 0 FOR SANITARY MANHOLES ° 0 MAINT./MECH 1750 450 2200 g„ o \ -, - '', STORAGE 1275 200 1475 o 7" FLEXIBLE, PIPE TO � - 0 `-,LEACHING _ t,Am ALT. STORAGE 2900 0 2900 MANHOLE CONNECTION. ,\ / G J _ , - -'` _ POOL. 0 - 0 OZ 0i - -_ °I ° LEACHING '' }- LEACHING p Z _ TOTAL 29675 ° 5 POOL -- POOL ���O } ` *UNDOCUMENTED SPACE CONSISTS OF CORRIDORS, MISCELLANEOUS CIRCULATION SPACE, CRAWL SPACES, AND SLAB ON GRADE AREAS ALL JOINTS SHALL HAVE BUTYL 48" DIA - 105 I 15'-0" NORMAL PIPE -'- RUBBER JOINT SEALANT BETWEEN O ,� e LENGTH PERMITTED SEPTIC M H S _ _ _ __ _ _ _ _ O : 15'-O" 3,500 GALLON -�z 11'-0" 1,500 GALLON EACH CONCRETE SECTION '' : EXPANSION _ AREA -" 'il I I KNOCKOUT INLET AND // i ,PROVIDE PRECAST ;;;17�1REPLACE EXISTING MANHOLE WITH DISTRIBUTION POOL I I i I o OUTLET OPENINGS CONCRETE INVERT ° ° ° 8" - ":. - , t, PROVIDE 11g" DROP TEES ON OUTLETS (TYP) j j I O 0 0.1 MIN . • 12" - 3/4" BROKEN STONE e 0 : : ( / : 1 - --,I - i" . o J : 0 - O i EXPANSION , r �� I I O � O STANDARD SANITARY MANHOLE DETAIL AREA I - __ _ - - _;� _ _vw � + N + + NOT TO SCALE - � -1 BENCHMARK: ROD t--2'--i I--2'--� I-2 � v ,;,f e i� TEST HOLE DATA WITNESSED BY RICHARD STROUSE P.E L.S. MARCH 1999 ,, EL=12.89' �NGVD29� 1 __..-- -- ------- -- __ - AST CONCRETE COVERS A 011 ,�'I'K f'r_ T.H. #1 - - C ENTER COVER ONLY N 77` ' a 1p- 0"-10" TOPSOIL - , '�,:� s V, _ LIQUID LEVEL (C '� 10"-30" SANDY SUBSOIL .r ON 3,500 GALLON UNIT) (+ ' y� y 30"-96" FINE/MED. SAND SP - -' ,�t,+,,.-.' 8 -0 tv ,'; -�� w � ,�, �� .: N PLAN ,I,. WATER ® 96 ___ _ --- 1. -, .. Com, i l'L" -1 f t '^ae� t't- �i4_y ' ;: ,•I' \ ' r:'" O C� �� w _ LOCKING CASTING "° �` �°� Tr• ` GROUND WATER ELEVATION CSD 2.5'± -- ^ , x *�, _.. 11 -_- RADE INVERT-11 ,. 1 -- -- - �,�'�,,�� �, ` � o� � TOG ���� "'Si-�c: t�0 n �s�v i,.�n. 00 n co FINISHED GRADE o 0 0 o P T.H. #2 E N ROTEST HOLE DATA WITNESSED BY RICHARD STROUSE P.E L.S. JUNE 2016 ------- "__ AD -_ �,. :1_.' O O O O ST ,, �, }- c �• ? CHIMNEY ���' 0 -15 TOPSOIL ,_Y EA - � 0 N 'LL'�'' r _.r IN 86'50.42" E\ \ _ '. ,- .. 46.30'_ ..; - --_ --- ,�...,.,.�-. x _ I 15"-32" SANDY SUBSOIL SM1111111" h . . W S' 0" A�POORLY GRADED WITH LITTLE TO NO FINES � ' 4. ! ;-`• 7-7-- J- �- 4 `, 8 O O O O m GROUND WATER ELEVATION ® 3'± " ;` _�' I / � �i� - 2/3 OF.CAPACITY 6' INVERT , PROVIDE WYE � ` -" CONNECTION I - '-- _,_ - - I _ _ _ - �, .__-__ J INLET o 0 I , r 0 0 „, ,} Z' i - - 1. __ 1' OUTLET Ll I O O O° O ON EXISTING LIN ',�r- j ;„ . r , J N J LIQUID LEVEL VERIFY INVERT i L=188.46 _ BOTTOM-6.0 \ AT START`OF CONSTRUCTIO ` Q a t -, `'_� 5000 GALLON TWO COMPARTM N I 6" OUTLET N O R=905.00' ETH-20 cO INLET BAFFLE J Q \ j; "' I - SEPTIC TANK o g BAFFLE O - o %= . 6 \ I I , ; . .:�,. cit / b- `n 'rr O I o Ln 7 pli ,q 3. ❑ 0 O i DESIGN NOTES: 1' `- EFFECTIVE SEEPAGE AREA: (125.6 SQ. FT. ' = -----:,_, - 1. ALL JOINTS SHALL BE SEALED WITH BUTYL RUBBER SEALANT f' ; _ ,T`,_, � . ;; AASHTO H-20 LOAD RATED T_- 2. ALL INLETS AND OUTLETS SHALL HAVE WATER TIGHT APPROVED SEALS RIGHT OF W PY L`NE _ - - ti - c r 3. TANK SHALL MEET CURRENT ASTM C 1227 �_6" LEACHING POOL DETAIL PROVIDE 5,000 GALLON L;:_ ; T-r ___ _: "'''' ' 4. CONCRETE STRENGTH SHALL BE 5000 PSI MIN. AT 28 DAYS CROSS SECTION NOT TO SCALE SEPTIC TANK 13 20 - , i,-, ;; -'; 5. TANK SHALL MEET H-20 LOAD REQUIREMENTS TF-±23 p3.13 PROVIDE ADDTIONAL` 1 S so �8 {I 6. REBAR: ASTM A-615 GRADE 60 INV IN=18.85 4g00� ,'ra 3,500 GAL GREASE TRAP S. ro15.0 \S. '; f-. -' -( V�' `' I 7. PROVIDE INTERIOR BAFFLE WHERE REQUIRED GREASE TRAP m Z INV OUT=18.35 PROVIDE ADDITIONAL// R,3 RELOCATE EXISTING PIPE -, ---- _. NOT TO SCALE , --- -_ ____ -- . , , . L 5,000 GAL SEPTIC TANK C.� S - / �'\ / AS NECES __ ''}`- ,: , '= '` --- - Ill , (NO BAFFLES) CONNECT TO EXISTING TANK VIA 1 �/ �/ - \ _ - _ S " DESIGN DATA J THREE 8 SDR 35 PVC CROSSOVER PIPES AT Y I \ ____ 18 BELOW LIQUID DEPTH OF IC SYSTEM FOR CURRENT FLOWS V - - _ / U ;; . I / /�� � ,. -, � - -- EXISTING SEPT LO S APPRO ED UNDER PERMIT C10 05 0006 Q / -� �> � .�`_ 20" 0 C. TANKS Z p � LL.� Q \ -- --- s -� - s. ` -- _ v ', ' 4 0 CAST IRON VENT TO ROOF P \ -- / -- -__ _-_____,- DESIGN FLOWS FOR THE ADDITIONAL SEATING ARE AS FOLLOWS: LL - 5 I' - - - - _ _ -_-- -- -_- - , ' O --- - I - - - EATING w - z _ \ ` - - S _... - - - - c-, ` +'_ - �a ;+ G D 750 G D D ~ - w _ I \ o / / " w \ _._.�11- - -I BAR S 50 SEATS 5 2p �� _ --- - = T IRON - - - PROVIDE 24 0 CAS � �� _.... - _ _ ---_�: -•�_-_..- � ;-• ' =" � .;,;;:.��;? �r.',,,;;� i� DINING 50 15 G D 75 OUTSIDE SEATS ® / 0 G/D COVER TO GRADE W s - -,. __ _ _- - - - _ _ 26 - - i'._, _\, ` +'�+,� c: a` ! ' RETAIL 1,150 SF ® 0.03 G/D = 35 G/D O I- 7Z I"_ - I -- _ _ - ! i STORAGE 75 SF ® 0 04 D = 175 D _ QQ g G/ G/ LLIW _ `, 2A _- -------- - 4 3 > _ x - -- _•- --_.- TOTAL ADDITIONAL DESIGN FLOWS 10 /D _ . \ 11 _ _ _ - .- _ - - 0- S - - �- _ i j I I 1.� - , N _ _ ! 11 SEPTIC SYSTEM DESIGN d a° w � 20 PROVIDE 4 O CLEANOUT ~ 22 `- � -- S 4.96 1-- _-_ .. - -- - , i i. � //.fi�rr'' U PROVIDE 6 SDR35 PVC - 3? ' /' "ti_ ,�\ - ` APPLICATION RATE- 1.5 G/D/SQ. FT. W N - opsmo ole - _ \ ' > 1 �° SANITARY SEWER UNE - `�� " ':, 'I 1 5 - a BO BEER - --_. 22x 182 / _ 0 1. 40 SQ FT. REQ IRED OT CONNECTIONS - , . C2 35 0X , - 32 21 U r -, ____ __ __ 3 ; r 2,140/ 125.6 (EFFECTIVE SEEPAGE AREA PER POOL) = 17 POOLS (ADDITIONAL) - ; ,. ' 5c \ G y x Y o' _ �1 TOTAL LEACHING POOLS 37 Ll- , W 2.5 - x._,.. - I` ,^ t- 50%' EXPANSION SHOWN 9 POOL V / 0 "l _ ( ) �. - ' t u . - % - - - h� ox \ BASEMENT OWER L ''p ; 1 GREASE TRAP DESIGN PROVIDE 36.9 pit i` \' ' SANITARY I _, ;' __'_�•.-_ _.._.- (L EVEL) \ NEW GREASE TRAP AT WESTERN DISCHARGE BUILDING SEWER - - 0. ; -- - Q " MANHOLE 3s.7 KfTCHEN (UPPER LEVEL) - a ° ® Y, /FOOT MIN. PROVIDE (SEE DETAIL) I -- SANITARY 5 24'5 r BARSSEATING G 50 SEATS ® 5 G/D 250 G/D d > . - - � ' 1 1 ^, G�; OUTSIDE DINING 50 SEATS ® 10 G/D - 500 G/D MANHOLE / 6.7x I , ,' � , �_, .,' ° (TYP, SEE DETAIL) C 3'X1 ' / " , x36.7 !p 'FOR N�q O�qC Pq p '`, ' I, , TOTAL KITCHEN LOAD AT WESTERN DISCHARGE = 750 G/D PROVIDE CAST IRON TRAP ' 30 s._ F< �:e" / _ ;` � ^ ! - / ;' PROVIDE 1,500 GALLON GREASE TRAP ° a 24 24 9x 1p �� 36 - ( RESTROOMS (LOWER LEVEL) - \ -' 1*` GREASE TRAPS AT EASTERN DISCHARGE a PROVIDE 4'0 PRECAST CONCRETE MANHOLE 20. ���� F 4 KffCHEN/DINING (UPPER LEVEL) PX�STI _ - ---- BUILDING FOUNDATION �- m a � � o�.i24 _ qtr . ROp NG RESTAURANT SEATING 250 SEATS ® 20 G/D = 5,000 G/D m Y Y o a a 1: Q� �',' AN G PROVIDE 6" CAST IRON _ I { s 2 - o 'r, - ` E',TA1NK GAL. BUILDING CONNECTION DETAIL 1 _ Q 20, onho-e _ PIPE TO TRAP TOTAL KITCHEN LOAD AT EASTERN DISCHARGE = 5,000 G/D o V) Ln : X-36.7 6.9 6.9X _ - `- ` A - 3 ,'� "`'` `' ,\ \ EXISTING GREASE TRAP (1,500 GALLONS � z �, z z X-36.9 \ ,\ I, `, NOT TO SCALE � � � \ PROVIDE ADDITIONAL 3,500 GALLON GREASE TR P m � � \ - -. - -- - - J'/ 36:9x / CRAWL SPACE (LOWER LEVEL) � x \ `,', - Z E U) 0 0 KITCHEN (UPPER LEVEL) - -=\ ,I`, ''""" TOTAL KITCHEN LOAD = 5,750 G/D p U u PRO SHOP (L LEVEL) „,,, _ _,_, \.\ TOTAL GREASE TRAP VOLUME = ±6,500 GALLONS _ o � z a a / DINING (U ER L)L. . j - 11-1 I w o 0 0 PROVIDE 36.s / SE ' INSIDE DROP , / OV _ ' - ;-':, : DENSITY LOAD CALCULATION o I'll11 O m a a MANHOLE s 36.9x / 36.9X (,�.vBN �pOR ' �L�_ > > m uui = i (TYP. SEE DET -. - ��� ` GOLFERS 5 G/D X 120 = 600 G/D 0 PPLO �R 9 24. CORE �� 36 TENNIS 5 G/D X 80 = 400 G/D Ld o „ 0 0 c o 0 0000 \ j 3 .0 - MAIN CLUB ►�`'- � � � � � o.00 C �'iING ROOMS (LOWER LEVEL) \ e ' - 0 0 0 N° N o / ' / sma ole 36.7 ( ) gX I RESTAURANT 200 SEATS (SEE PERMIT) X 10 G/D = 2,000 0 r B�1 UPPER LEVEL / . - - NEW SEATING 50 SEATS X 10 G/D = 500 G/D o 0 o o , a•7 \ / . . RESTROOMS (LOWER LEVEL) - _ - - - - - _ �-_- BAR SEATING 50 SEATS X 10 G D = 500 G/D . / \ GATHERING AREA (UPPER LEVEL) / I _ o / 34.5> 35.0' \\ - -��� OUTSIDE DINING 50 SEATS X 5 G/D = 250 G/D Z N RETAIL 1,150 SF X 0.03 G/D = 35 G/D 16 STORAGE 4,375 SFX 0.04 G/D = 175 G/D s \\ � �- - - - - - - - - - \, I / \\ - /'' 36. �/ 24 \\ BEACH CLUB Q KffCHEN �OWER LEVEL) \ I ,- \ 5 , � ; 3 33.o KITCHEN (UP ER LEVEL) \\ \ - ,._ STORAGE (LOWER LEVEL) / \ OUTSIDE DINING 200 SEATS (SEE PERMIT) X 5 G/D = 1,000 G/D I- -) \ ( ) - - 5.0 r' 1 26 HOUSING 13 EMPLOYEES (SEE PERMIT) X 75 G/D = 975 G/D Q a / \ V DINING UPPER LEVEL 3 AR - 32.5 X 1 \✓ / I' 3' PARKING 15 G/D PER PARKING SPACE X 49 = 735 G/D ocn Lr) Lo B / - \ 36.5X I = - TOTAL DESIGN LOAD = 7,170 G/D C \ 36.9X I . I � o� m I • / / - ALLOWED- 17.5* X 60OG/D/ACRE = 10,500 G/D • m N I I Y cc I N \\ , 36.9X 36.9 I Lu 36-9 %�✓ / I I ^�/ �/ / / * FISHERS ISLAND IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV ALLOWING A DISCHARGE OF O o o Ld STORAGE (LOWER LEVEL) i 3 •sx 1 ` � 7) v z z w �� 35.0 600 G/D/ACRE. THE AVAILABLE ACREAGE USED FOR THIS CALCULATION IS 17.5. THIS REPRESENTS THE CD 36. ` RESTROOMS/OFFICE ` ?011 A / TOTAL ACREAGE OF THE PARCELS LISTED IN THE APPLICATION MINUS WETLANDS, AREAS WITHIN THE o o Fn Q w 0 w I PROVIDE (UPPER LEVEL) 5' N GAL - / COASTAL EROSION HAZARD LINE, AREAS BELOW THE 100 YR. BASE FLOOD ELEVATION AND AREAS a_ GO o o C) o GREASEOTRAP \\ 36.0 / \ i i // / OCCUPIED BY THE GOLF HOLES. ADDITIONAL GOLF HOLES, ON LAND ALSO OWNED BY FIDCO, ARE PROVIDE TRAP AT 36.5 `\ 34. x _-/ 1-1 /'� ATTACHED. (SEESHEET RCELS BUT ARE NOT INCLUDED IN THIS CALCULATION. AN AREA MAP IS DATE: 01 /25/2016 / BUILDING CONNECTION 36 \\\ \ \ i / •• (TYP, SEE DETAIL) \ LEGEND SCALE: 1 = 20 `\ `'�\ / � _ � � � / PROPERTY LINE QUALITY CONTROL CERTIFICATION 3s: x o 3sx n ABUTTERS LINE - - -ItPROJECT: #2015825 PROVIDE 4" CAST � �` � / EDGE OF PAVEMENT GROUP REVIEWED DATE IRON PIPE TO TRAP i EDGE OF GRAVEL ------------------- PRoJECT MANAGER -��to __v> o� 0� / EXISTING CONTOUR - 28 SURVEY 20 10 0 20 i _ o / / PROPOSED CONTOUR 26 SHEET ENVIRONMENTAL I --_ � \ STOCKADE FENCE // , CIVIL \ GRAPHIC SCALE IN FEET r �, \ - / NOW OR FORMERLY NIF 6 OF 8 STRUCTURAL / / �� � ARCHITECTURAL WATER VALVE Dw4 U \ � J 11� s 0 1. LUMINAIRE y 22 382 - SEE SPECIFICATIONS / t `Q / �I i m (oo 0 N CD U / vN � PINE p1NE � 10 I— / o \7 \ \ 'PTFE .__ �/ g5" �% •� its V a� HOLLOW WALL CONCRETE \ \7 ;\ \ ! %\y. •� PINE • C L` O g Sr P 1 \ =ca CONSTRUCTION CONSTRUCTION (3) 6)/2 10 O c LQL- 0 (d U'111cC 127 I �7 O N ` nl q / ' a� r (f E � ° v N ADJUSTABLCMOUNTINc� \/ J, Q L � W 00 BRACKETS 7 co 2 3/4„ o _ 21/x' 1 7/8' %, DRILLLD & IAPPLD BEGA WALL LIGHTING Ov,., NFT NING - - MODEL (2382LED) = / _ l / HITCHEN POST GOOSENECK LIGHT \ / MODEL (WHS20—PC—G19) *TH-2 \ 1 .1 1.L•- \\ \ ~ BENCHMARK: ROD \\\ \X EL=12.89' NGVD29 / ; 1-151 {y 12 Z i y OOOOC� CNERR °�„ M.6 guy M'IN R y y _ llyp.l O CHER ° l+ P g J � GHER� t t ffi• �f • '� � 0 �r ° O GHr o •..,• 'y3t NO Qac' 1, G �.Po ° BENCHMARK:MAG NAIL =•. :. I EL= 20.37' (NGVD29) _.... _ / p1Nf , AURORA PATH LIGHT \ I ``M"'SC�£I Gam• p,Nf P1Nf JN1PfR - - MODEL (LP L6 LA JOLLA) ,/I • gR 5H \ \ ` o \ SI'ED - I � - .WA11 SEF• =,; M ' LEGEND _Z PROPERTY LINE D DININ B 6 ,Q1Nf — — ABUTTERS LINE � Y / - Z EDGE OF PAVEMENT U < O EDGE OF GRAVEL -------- -------- —1 0 >- LJ �gURNVM UAWN r EXISTING CONTOUR ——— 28 �sw£ _„ 4� � - � , PROPOSED CONTOUR C \ LpWN - 4 ROW I.00KJ j r ( 26 W O z W y Z STONE WALL Q cx' G. # RETAINING WALL - UGH�CNA`- HEDGE STOCKADE FENCE � w 0 F TMI —�5' S' O � wa- — � W 1GN�`�E CXO'LSE. MAS gap5H TREE LINE J Q g WPY s°' c1.UB `” NOW OR FORMERLY NIF � w — 0— I UTILITY POLE p � 0 0) V WATER VALVE �� / C3 -- PINE wv W � t W 1NG5 P_^ Sf�P gpPL 4y4 EXISTING BUILDING ® N I„(J N V ui L"W" RfE PROPOSED BUILDING = W Q i / - U JUNpER (All 7 LL- Cr< ��• 30 15 0 30 GRAPHIC SCALE IN FEET N & \\ ARg0pvlt AES \ i VIOUR UM \ \ t = I IG v TES• ; - NpICPa- / N s0� \\ 1 ° III m Y a a \ I z �� pO$T \\\ \ �W" \\\ III o (f) t/'' i \\\ ` ELM j III LLI m 1 / -• 12 / -- •�p,WDY N V V Y w 0 z a a \ WPB 0 Ld o o a a // ` .. \\\\\ \ P O.•(GO Y'y //� \\__/�/ \\\ / ,i / BRUSH 1 l� = > D m = _ \ POS 1 pTH �; I I I MGt1S \� ' O,1-ITING '� � .--n -w'-,'r'✓'^- 'r'. = 0 Ld 0 0 0 0 pec LJ cli cN (N r) 00 �o 0 O O N N O � O O O O O i �1 ^ f i i i �S COASTAL EROSION HAZARD LIMITS \1\ I— 3 AS SHOWN BY COASTAL EROSION 1 I Q z _- AREA MAP, TOWN OF SOUTHOLD, 111 cn SUFFOLK COUNTY, NEW YORK, 111 — ` y-, ,-.-r,, � , SHEET 41—Fl OF 49, 8/29/88 N DO00 Lo L' m I I bi COASTAL EROSION HAZARD LIMITS /// \ \\\ \\\ \X AS 11 oz o o AS SHOWN ON COASTAL EROSION ///\ / z 1 z z Y AREA MAP, TOWN OF COUNTY NEW YORK' 111 = 111 111 /\\// I' 111 0 w = o J _ III _ III _ \\\ v L SHEET 41—Fl OF 49 8/29/88 _ - - - - U / 111 DATE: 01 /25/2016 SCALE: 1 " = 30' QUALITY CONTROL CERTIFICATION PROJECT: #2015825 GROUP REVIEWED DATE PROJECT MANAGER SURVEY \ ENVIRONMENTAL \ \ \///\\ \• SNS CML SHEET STRUCTURAL '— ~' \\\ SHS � 7 OF 8 ARCHITECTURAL BARLEY FIELD COVE U J � J SILT FENCE .� CID o L o to O WOVEN WIRE FENCE (MIN. 14 0 � o SAW CUT EXISTING PAVEMENT (TYP) GAUGE W/ MAX. 6" MESH .= V Y U TYPE II MICRO-SURFACE OVERLAY SPACING) w U _ (TO BE APPLIED TO ENTIRE ROADWAY WIDTH) 1.5" MIN TOP COURSE PAVEMENT 10 M Lu t o � °' �- (MIN) AX. E cz c 2.5" (MIN) BINDER COURSE PAVEMENT CENTER TOC 36" MIN. LENGTH V = ai - �$- ENTER i CL o in E _ EXISTING UNDISTURBED I FENCE POSTS W Q � 0 3' (UNKNOWN THICKNESS DRIVEN MIN. 16 p� w INTO GROUND p======v v==CZ)===q i C m r D�pO..�p0aca r- n�p0 OpOa ( V N ALL VERTICAL EDGES OF U ao0000ao0000ao EXISTING PAVEMENT SHALL D O O O D O O O O 0 D O O 4 o BE PAINTED WITH A LIGHT \/�\\/�\\/�\\/ \\\/�\\/�\\ (n •�' m in o°0000 OoOo DODO OoOo°a O COAT OF ASPHALT EMULSION // //// // // // / I > 0) T D v o o ®o 0 0 0® o o o o %\\%\\%\\% \\%\~%\\% HEIGHT N U c N a> oo ° ° 0000 0000 //\//\/// \//\//\ ;/' OF FILTER Q L NW 00 DO004 Do0o0 Do0o4 Do0o0 Q '-6" 6" MINIMUM COMPACTED /\\ / / \\//\�y/\\ \\ \\/\\/\�%\' CO M 00 o �a�0���a�� o /\/\ \/\/\ / //. // i = 16" MIN. cc) ®v v v a o v a° v ® � GRAVEL SUBBASE /\\/\\/\\/ \\/\�`/\\j \ \\\\�\\\�\ \ \ W C M 0000 ® 00000 / / / / / / 1- 1 2" CLASS II / / / / / / i 13======0 a=___==r� / // // // //' C /\\j\\j\\j \\jj\\j BITUMINOUS CONCRETE aDaD4D4D4D SUITABLE NATIVE• MATERIAL \//\//// / \/j'\/j\ p� / �� TOP ♦ 0 0 0 0 ♦ BACKFILL COMPACTED TO / \\/\~/\\/ 1-1 2" BINDER COURSE F� \"\\ V = ISOMETRIC VIEW 4D4D4D4D4D \/\�j\ \ \ / J ♦ ♦ 0 0 0 ♦ 95% MAXIMUM DRY DENSITYO/ 6" MIN. � o4Do4DooDooDo,13 oDo �\ TRENCH WIDTH- 4 IDTH O ° �,00�, PERSPECTIVE VIEW o e4 De4 De4 De4 De4 D, ,. o1E o ° ♦ �' �♦ ♦ oo �♦ 1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW. SAW CUT TO WOVEN WIRE FENCE (MIN. 14 � _ ♦=o♦°°0000"o''o BE PERPENDICULAR TO THE EXISTING SURFACE. 1/2 GAUGE W/ MAX. 6" MESH 4DaD4D4D4D 12" ROLLED GRAVEL SUBBASE SPACING) WITH FILTER CLOTH Z 2. REMOVE & DISPOSE OF ENTIRE WIDTH OF PAVEMENT OFF-SITE. PER M.02.02 OF FORM 816 °4D♦4%♦ D♦ D D 36" MIN. FENCE POST o ♦an♦aawn n♦an♦au♦ 3. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATED BITUMINOUS CONCRETE PAVEMENT ♦ ♦ 0 0 0 ♦ CAPACITY OF 90 PSI. UNDISTURBED N ♦4DI4D DID♦4 D♦ NOT TO SCALE FLOW— GROUND 4D4DaD N 4. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH THIS FRONT SIDE EDGE WITH THE PROPOSED EDGE. (MC-70 PRIME COAT) 0.4 36" SIDE PANEL GAL./S.Y. COMPACTED SOIL NOTES' EMBED FILTER CLOTH STORMTANe MODULE 1. SIDE PANELS TO BE INSTALLED A MIN. OF 6" IN GROUND ALONG SYSTEM PERIMETER, UNLESS TYPICAL CROSS SECTION FOR MATCHING 4" INSTALLED VOID IF NOMINAL OTHERWISE SPECIFIED. EXISTING PAVEMENT AT TRENCH NAME HEIGHT CAPACITY CAPACITY RATIO WEIGHT NOT TO SCALE 2. REFERENCE CURRENT INSTALLATION SEC110N VIEW ST-36 36" 13.10 cf 15.80 cf 97.00% 33.10 lbs. INSTRUCTIONS FOR PROPER INSTALLATION PRACTICES. CONSTRUCTION SPECIFICA11ONS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. STEP 2: STEP 3: 2" OF CRUSHED STONE MEETING 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED STEP 1: M.01.01 No. 6 (1" MINUS) EQUIVALENT. 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 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL INLET OUTLET PORT CONNECTION. THE SIDE PANEL, PLACING THE MOUNTING REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. / DOCUMENT 'SITE PREPARATION AND INSTALLATION 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 M6000% 0 PRE-DRILLED HOLES IN THE INLET OUTLET LOCATION AND PEEL EDGES OUT. CONNECT GEOTEXTILE FABRIC og cP000� �. INLET/OUTLET THE PORT WITH SS BANDING, WATER RESISTANT TAP ORO0 PORT MOUNTING PLATE. ATTACH THE PLATE NYLON ZIP TIE. 0(:) - G tl TO THE PANEL WITH NYLON ZIP TIES (MIN. 50 8" COMPACTED SUBBASE 17 LIB. 222N) TENSILE STRENGTH. PULL 11E Ri s UNTIL TIGHT. FINISHED CRUSHED STONE DRIVEWAY + z� `=ege: ��4g 1 6" GRADE NOT TO SCALE i i �- - ` Wig- - 'd, f�'', C•� SEAL FABRIC TO O INLET/OUTLET PORT �O 4D4D4D4D4D � t • OPENING .6 • _ • • • • • • • _ ��i a;- WITH SS BANDING, Q � MIRAFI 140 N tot • • dD e4De4De4De4De4De $; • D•4D•ap WATER RESISTANT N J FILTER FABRIC •9D;4Jvo, 9 D•a• FOR INLET/ •aooavaooaoeaoe • • • •Q • • TAPE OR NYLON ZIP •ao• •�,�v • OUTLET z •4D D4D,, PORT ,e4De4D 4De4De, • D•QDdD•4D • TIE. (BY OTHERS) � L (J D a a # ID SLEEVE O 3/4" STONE TO EXTEND TO "A' M 0 FINISHED GRADE ,. 4D�d D� �4 Doo Dea pea Doo Do w 6" CPP • •4D•�,D,,�''� • SIDE • e • o • e °' O IN SOCK 4D Q D• PANEL e4 De4 De4 De4 De4 De �4D4D•4D• ' 4D4D4D4D4D •.&AD•dD•dD• NON-WOVEN GEOTEXTILE �oPo D• FABRIC (PROPEX GEOTEX v 4" MINIMUM TOPSOIL & SEED. SIDE PANEL 601 OR APPROVED) ] PROVIDE DEGRADABLE ONCE REMOVED U EROSION CONTROL MATTING t�Q' O FOR STABILIZATION AS REQ'D 24" INLET/OUTLET PORT TYP• TABLE A: INLET/OUTLET w PORT DIMENSION TRENCH DRAIN CROSS SECTION Q 3 MAX. 9s,Q NYLON ZIP TIES IN FOUR >� � \ sT FQG/ PORT SIZE IF—OPEN SIZE CORNERS NTS PERMEABLE SOIL MIXTURE 18" MIN. OR TO SUITABLE (MIN. 50 LB TENSILE I�I�t) Y 12" 13.75" 4 STRENGTH) 40% SAND, 20-30% TOPSOIL, FREE DRAINING MATERIAL FI 4a f Z ! 1 14" 15" • AMETER & 30-40% COMPOST Y4SEE PLANS �TeR F \�� LJ < 0 S DIELP�ANELI THROUGH OLE INTO AeRIC �� � 0 � OPENING IS SHOWN VERTICALLY CENTERED PRE-DRILLED HOLES IN Z p z Z Z FOR VISUAL CLARITY. PART MUST BE MOUNTING PLATE RAIN GARDEN CONSTRUCTION ENTRANCE w INSTALLED HORIZONTALLY CENTERED NOT TO SCALE NOT TO SCALE 2 0 m � Li :!s 1�) CONTRACTOR MAY INCLUDE NATIVE SAK MATERIAL FROM EXCAVATION IN THE Ow 0- n (n PERMEABLE SOIL MIXTURE. MATERIAL MUST BE EXCAVATED, MIXED WITH LOAM & COMPOST L>,J � 0 TO FORM A HOMOGENEOUS BLEND, AND REPLACED TO GRADE. a 0) CO �t 2.) PERMEABLE SOIL MIXTURE SHALL NOT BE COMPACTED AND THE ENTIRE WATER QUALITY L p LLIJ BASIN SHALL BE PROTECTED FROM HEAVY EQUIPMENT TRAFFIC THROUGHOUT CONSTRUCTION. L.�J N � 3.) THE CONTRACTOR SHALL BE LIABLE FOR THE REPLACEMENT OF THE PERMEABLE SOIL MIXTURE IF E&S CONTROLS ARE NOT INSTALLED & MAINTAINED AS INDICATED. 4.) SEED WITH RAIN GARDEN GRASS MIX (ERNMX-180-1) AS SUPPLIED BYERNST DUCTILE IRON CONSERVATION SEEDS INC. (800-873-3321) OR APPROVED EQUAL. H-20 RATED, GRATE TYPICAL PLANTING AND SEEDING FOR RAIN GARDEN AREAS: FINISHED IMPERVIOUS SURFACE VEGETATED AREA TO BE DESIGNED (DESIGN BY ENGINEER OF RECORD) WITH ADEQUATE COMPACTED FILL 1.) SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, NEW ENGLAND FOR DESIGNED LOAD RATING o WETLAND PLANTS, INC. (DESIGN BY ENGINEER OF RECORD) o o ADAPTC)RS CAN BE 2.) MEDIUM SHRUB - BAYBERRY, MYRICA MORELLA PENSYLVANICA MOUNTED ON ANY 3.) MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA a o ANGLE 10' TO 359' a E= 4.) LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI a o 5.) MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA //\\/; 24" m SUITABLE COMPACTABLE FILL \//\j /\�y MIN. 2'-0' PLAN VIEW Z Y a a AS NECESSARY - DESIGN BY ( //\\// /\\//\� DUCTILE IRON STRAW BALE o N ENGINEER OF RECORD) �j/ /\/� 24» GRATE PLASTIC LINING BINDER Z � z z NATIVE MATERIAL WIRE O : bi 3" (OPTIONAL) _ Z a m : MAX. 11'-0" 0 0 SECTION B-B �_ V) 0 0 a a NON-WOVEN EOTEXTILEI (OR / \/� Q w cn WOOD OR NOT TO SCALE p 0 w w /�/ MIN. V-0" I METAL STAKES v y / (2 PER BALE) — o N J EQUAL) SURROUNDING MODULES \/�\\ /�\//�� ri m w w > > AND STONE/SOIL INTERFACE \/j/ /j�j� I Lijw � I w 11 10' MIN. � )( 0 0 0 0 0 CN N bi NI\x //\//\//\//\//\//\�\// \//\//\//\//\////\//\//\//\//\//\// /\//\//// / - I Q d It � 00 /!i\/i//i\//i//i/i//i/��//\\//i/i\i/ I w 0 0 0 0 DEPTH SPECIFIED BY Q > w \ \ \ �f/ ENGINEER OF RECORD Q I w ( ( { Z ANGULAR STONE STORMTANK MODULES 6" MIN. > m — — _ - MIN. V-0" I a 1 . . . . . . . . . . 1 --- ------}------ --- 1 < EXISTING �2 12" 2 _ _ > GROUND GRASS — 1:::z Q a PLASTIC , yvSTRAW BALE H- 3 FOR GENSURING SUBGRADEINEER OF RECORD RESPONSIBLE SOIILS (MEET I SYNTHETIC MATTING LINING PLAN (TYP) BEARING AND SETTLING REQUIREMENTS STORMTANK VARIOUS TYPES OF i ERONET P300 NOT TO SCALE Q cn CROSS SECTION OUTLETS WITH WATERTIGHT 12„ BY NORTH AMERICAN CONCRETE WASHOUT PIT � ADAPTORS FOR: SDR-35 I GREEN OR PERMANENT N N SEWER CORRUGATED EQUAL NOTES: co00 POLYETHYLENE SCHEDULE 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL pD 0 � T I CD 40 DWV CORRUGATED PVC CONSTRUCTION, LARGER PROJECTS.OR PROJECTS REQUIRING RIBBED PVC PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, 0 w Z GRASS SWALE WITH SYNTHETIC MATTING 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). w o z w 71 Lij CD NTS 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM O O v Q w 00 w PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES � O w rr = o -1 LONGITUDINAL SECTION 75% OF ITS CAPACITY. w m o o L- 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT DATE: 01 /25/2016 OF WASH WATER. NYLOPLAST 24" DRAIN BASIN SCALE: 1 " = 30' NOT TO SCALE QUALITY CONTROL CERTIFICATION PROJECT: 2015825 GROUP REVIEWED DATE PROJECT MANAGER SURVEY ENVIRONMENTAL SHEET CIVIL OF 8 STRUCTURAL ARCHITECTURAL DRAINAGE CALCULATIONS J l� AREA 1 -�_w�_T vN \ �/' ,o I `/ 7 xS,,._vg J PAVED DRIVE AND STONE PARKING: 14,375 SF w_�w ' \ Q /•/ a xl I'�\ `` e .N cv = CL SPL REQUIRED = 14,375 SF X 1.0 X 2/12 = 2,396 CU. FT OP ' '\ - F,NE' '�FTC ID CU. FT / 15.8 CU. FT/UNIT = 152 REQUIRED UNITS �- i m �'I o PROVIDED:160 UNITS --•- -•--• G' �� i c� o v \\ / ,' �p gyp,. r° AREA 2 STONE PARKING AND CONCRETE WALK: 8,429 SF SANITARY MANHOLES / \ x-10 /` _ ,. p,;.. _ _ eU5" \_% . _ U -� ROOF AREA: 7,584 SF °� `,. _ y•. °� a� w ,�,, .� � .Y o c TOTAL AREA: 16,023 SF TOP OF FRAME INV. IN INV. OUT i %\ _', _ PNE - � . O S"Es I r W .� o a' REQUIRED = 16,023 SF X 1.0 X 2/12 = 2,670 CU. FT / 16 r;;. --•- - (,� cv � 2 0 1 30 28.7 24.4 _ s / oy 34 5' :' i m 2,670 CU. FT / 15.8 CU. FT/UNIT = 169 REQUIRED UNITS / \/ \ / :> p,NE p,NE "�9.•. o E O CO 0 PROVIDED:169 UNITS 2 24 20.1 20.0 MPa - <%'I`�' J _ _, �W" a Lu -� AREA 3 3 24.5 18.2 18.1 r % \•z f°RcsoRc�jsE � - j,11< Q 06 ca c .> PAVED DRIVE: 11,413 SF 4 18.3 15.1 15.0 , sE° PG - aG ��.. /'IerU�OrNo s � / r` ROOF AREA:11,472 SF \ sRos Exs rnA O �= i N TOTAL AREA: 22,885 SF ` %, o �• U REQUIRED = 22,885 SF X 1.0 X 2/12 = 3,815 CU. FT < -� %/ ,R M RAIN GARDEN AREA = 2,750 SF / VARIABLE DEPTH / \ ,, �' 'tll`` / 2 U` cz N 4,250 CU.FT 0 EL. 25.5 / \. s \ / Q L_ M w � / \ / M 00 AREA 4 �� ,;` ''�\��i I - % ((( uj PAVED DRIVE: 9,541 SF ROOF AREA: 1,005 SF O / CC TOTAL AREA: 10,546 SF i v � REQUIRED = 10,546 SF X 1.0 X 2/12 = 1,758 CU. FT i ° \_� c° ��� �� // \ 1,758 CU. FT / 15.8 CU. FT/UNIT = 112 REQUIRED UNITS ° J \ �2�i ✓' "\ �� Q� / PROVIDED:112 UNITS O 433 TOTAL O p tj \ M�` PROVIDE / O ° ° ____-- ° -� O - CONSTRUCTION ENTRANCE O \ ° O \ (SEE DETAIL) x/ 0 0 ° TH-1 JH-2 \ / P .\ U > N. a j :.•.• , ': T PROVIDE 11 \ 1, 1; Gr, GM �.' c"o. STORMTANK MODULES / S<Fd ,s ?, 1V ! / \ \ " sE SEPTIC EXPp`NFpR SEP�C AFPRox. uocAv, SET BOTTOMS AT EL 6.5 ��\ PROVIDE \\ £ 6 ._ tK QoX"f°�NExj (SEE DETAIL) ' �\ *% \ PROVIDE RETAINING SHED eP , jo CATCH BASIN \ T \ - WALL SEE ARCHITECTURAL f / r�� SEE DESS® _ ✓ 20D°ROPE Qj ,," ,'�/ (SEE DETAIL) '.., PLANS (TYP.) TF=12 9 \\\ \\ njD Lam. L V ?aINV IN= " GGA 7 1 _ ' PROVIDE 18 MIN VERTICAL SEPARATION / �\ E BETWEEN SANITARY &,DRAIN UNE / BENCHMARK: ROD = ,�� EA 4 �� EL=12.89' (NGVD29) f It s RPy��. ea' 74 "� AUG 2 2 2016 PROVIDE 169 / / 86'50'41", 050 ,23 4 STORMTANK MODULES '- I, N 0' U +I m ` -- -� ` `°-14 46.30' ' R'9 ;� N;pEF`>, x, � 1 SET BOTTOMS AT ' � EL. 12.5. / OPO M ,� sEP�'c i G x`• 1s 3,. ' �a _14 1` i 4?Moflduste I R / R rd of Trustees EXISTING STONE WALL NO 11 _ Sta NK x, ,� - o I I (SEE DETAIL) I (170'±) TO REMAIN ST A 196-16 EX 2t�� "' t` sE 1 4 ,., rr i PROVIDE 29± LF UNDISTURBED L3-78' ;> J - - ' �\ _ 2' WIDE TRENCH DRAIN Pjc < \T ? e s" s coca01 (SEE DETAIL) �' ep"°�o�E�j c °cAu P FA FjAN �i > J , / c MARK ALL PROVIDE ,:t r I CATCH BASIN j N UTILITIES AND 5,22x �, ¢; °<«� e• 1 3• PROVIDE 245± LF \� VERIFY INVERTS i G"CRRY t'< °� i o (SEE DETAIL) ,7 �.��;�T. ;. TF=119.8 / / 16 s NE i SN O AT START OF 2 WIDE GRASS SWALE� _ \ S 6� / r' ev CONSTRUCTION ,N ,z ;"` / INV IN=116.8 / g uE n°' O "ERRY �r w (SEEdDETAIL) \ v TSA. "� I �.,.� ;.K. e13 7 O REMOVE EXISTING G PROVIDE / \a �/ PAVED DRIVE. PFJ• �``� ^ �( PAVED EP ' EEC,RIC BENCHMARK.-MAG NAIL \ PROVIDE NEW BITUMINOUS DRIVE t \ 18 PR ,RANO; I s�E s o i (SEE DETAIL) ►4""'' 0 v APRON O �,`FPs> _ _ 20 4 ' o �Pys\ EL= 20.37 (NGVD29) I TYP. ALL PAVED AREAS WITHIN G PROVIDE 65± LF \=,NG "G 22 _ � 11 `'`- �;,G. RPN°"I I _ LIMITS OF CONSTRUCTION ... 2' WIDE TRENCH DRAIN (SEE DIETAIL) / / 2 PROVIDE HARDSCAPE PATH (NO CURB). X26-_. \ \ 1 REFER TO ARCHITECTURAL / _ _30 DRAWINGS FOR MATERIAL -32 28, REMOVE AND DISPOSE OF \ / / _` EXISTING STONE WALL / __ _ 30 vI TITING SEE SHEET 6 FOR SANITARY00 S'x13'-Ca�C PaD SEWER SYSTEM DESIGN 0 �\ 5.0�`t3n- �' \ \ PROVIDE SAWCUT. \ `',s> / `IO/ �F AGF jr , � V--= - �" \ / / / o� s -�- j r,. BURL, 1,000 Ga \ PROVIDE AND MAINTAIN REMOVE & REPLACE 1 _ / r V,' PRP TANK oR`'� CONTINUOUS UNE OF EXISTING PAVEMENT AS REQUIRED O'��c° I 22 / y / L,GN35 i 1 TWt l Y , M`N°'S ' \ SILT FENCE RAMP 9\j� I " Due,Fs,ER 03 � ESTABUSH AS LIMITS OF / / PROVIDE / CLEARING, GRADING, & PROVIDE 2 2 CONDUITS �' / / 2 •'� / i _ � (� AREA AND 1 3" CONDUIT PR E �� / ox / �� _ y wo "T"„ VALVE, GROUND DISTURBANCE LEGEND PAVED �Z / \ PROPERTY LINE � Z APRON / �� E�: ' °� b 6 t�Ps P\NE TO __ EDGE OF PAVEMENT Z / G" w Z �. E =a` ABUTTERS LINE PROVIDE 4 ASTM � r l� 5 � •C/ �. � .7X i 'NG -HYDRANT I J Y D-3034-SDR35 PVC r 6� `� LG"z' FOOTING DRAIN a `0pD W oD T,E RE 0 SANITARY SEWER PIPE 4" Cpp AREA / \� LIMITS OF CONSTRUCTION EDGE OF GRAVELNT ------------------- U Q /3 / d /� \/ AW" / o , coA� wo.o TIE FES`N� ;NGE Y 2� ARIEA TO BE DISTURBED=3.1± ACRES EXISTING CONTOUR --- 28 --- n Q PAVE 20'X28' CART 5 /� i \ / r?HE, 1 O \ PROPOSED CONTOUR - z O Z W W �f 0-1 SPACES WITH SIGNS /HANDICAP PARKING PARKING w��p� sx / \ ,,,:,' �- _, - ' 26 1 I I STONE WALL w L` z Q Z / - - _ _ RETAINING WALL - 36.9 t f+- I & PAINTED SYMBOLS I � I _ I Q F 3�.9 36 / % \\ :�O 3a. / i I 1 I y 0 w J `GNT OF f.. / e p.P 36.9 Ps I E QePt`0 3699 80V'� , 24 // ?,S,{ _ PROVIDE ' I I LIMITS OF CONSTRUCTION AY �(4 r 1 0 24/ 2 X36.7 O STOCKADE FENCE 7r - AREA TO BE DISTURBED=3.1± ACRES W Tpp S / Oen° ��, rLlc• cW RELOCATE I I �4REA ' TREE LINE Q _ 6 i i G °oJ / BUIL RIED ;� RAIN GARDEN I NOW OR FORMERLY N�F w w (n _) c�,GG UTIU71ES.3a I i �' ) \\ I _ (SEE DETAIL, SHEET 8) I r UTILITY POLE -�- p (n � N J SAWCUT, REMOVE, AND r o I °j J / 36. 3 s / F� � N / / / I I I WATER VALVE pQ d Q Et 3 wNE f V: Ld DISPOSE EXISTING PAVEMENTc� O.tl PCH h W PRO SAO \, EE=3a.3 1 \ 'y PROVIDE 5X5 / I EXISTING BUILDING O 2 only rlAY w \ s E ' QO JS 597 1 �/ aw,. } `�' STONE SPLASH / ® (n W C PQ�O 0�0 cN4�NE� E�a3 ROOF INV. 23 / PADS I PROPOSED BUILDING P ��• 19. l ©,uora , 36.7 �yOO EL>36.6� / LEADER - F j 3\j",PER ��, ; 1 PROVIDE CRUSHED STONE Q r o r FE®ppCR (TYP•) 36 / / / x 4 j / \ \ 0 PARKING �o / / ` 34. �'a� 36.9 << / / / PROVIDE AND MAINTAIN A V- (TYP, SEE DETAIL) r "l J ``R<< ( ° / QP^~ r = 9 36.9x T f• 36 �/ CONTINUOUS UNE OF PROTECT EXISTING RECREATIONAL / / / 25�•PX ''. �� l SX / \ J' \ \,E STRAW WADDLE UNTIL SLOPES 30 15 0 30 PATH PLANTINGS & FENCE J 1 ,/ / 13 GAT,ON n LO I / 1',ARE VEGETATED & STABLE THROUGHOUT CONSTRUCTION Q ° / 7o'xRe/ i sx \- s.o / /J _ vP e r Qeh 1 5 / / / 32"' -� \ I I GRAPHIC SCALE IN FEET 33.0 36.5 AR?ORV 36X P VIDE 160 \ Q % r x 5.3 / 36, - / <J \ MIN ' W CRIvE J STORMY MODULES o ,` , / o Fc�\\ -- SET BOTTO AT EL. 15.5 (SEE DETAIL) 366 ,'PROVIDE HARD AFL 6" PVC PATH (NO CURB). REFER PROVIDE r r / x 3 \ ROOF LEAD^ TO ARCHITECTURAL Qy "yoa s CATCH BASIN / 22, r PROVIDE (TYp; oNF DRAWING$ QR MATERIA J r� I I WATER STORAGE "'° a (SEE DETAIL \ 4° r r ` X + / _ + \� uG"s TANKS PROVIDE 2 PAVED ,� / Q L-9) F'ELOCATE TF=20.5 \ r x 34.8 HANDICAP PARKING \� j' 33.3X\ c IFYDRANT °' - I INV IN=17.5 \ \ t JI APPROX. 2 \SPACES SIGNS & �w ,� / A`L `AWN �� �O� e / - III o N N 34� STOCKPILE AREA PJ�INTED SYMBOLS ae �,' �E>� R / `/ I LIMITS OF CONSTRUCTION o w z REMOVE PAVEMENT & PROM E acE / 22 Z n z z \AREA 1 z / i \ ` Lj CONSTRUCTION ENTRANCE \ 4' r , ter, \ (CONTRACTOR TO I r \ `Fo° ,� 33 i III Z a j � � SEE DETAIL \ \` ADJUST AS REQUIRED u / ` i 33.3 / i PROVIDE AND MAINTAIN ° - 0 0 ( ) . ) x 34 3 r \ / / 9 ROVIDE 731 LF ➢ - to , '2 WIDE/TRENCH 6RAI A CONTINUOUS UNE OF - O � � REPAVE AFTER CO STRUCTION R\�N 0� _ = ',, \\ \ i r, \ - r ® �1� h I I o (SEE DETAIL)/ SILT FENCE _ - w LL z a a ESTABLISH AS LIMITS OF - w g o 0 - �, / �. III o N CLEARING GRADING & � Q w � } \ \ PROVIDE - GROUND DISTURBANCE - MENT > > m vii = _ ---CONCRETE WASHOUT PIT °" ��\ A CH NEW �\ 3FL75" / / �o \•�\ - \ (SEE-DETAIL, SHHE�ET-8) --.\\ �' AT EXISTING 35x �� // // / III \ ' \ ' - ._ ^ j PAVED DRI / / ./ / - w to Q' w 0 0 N o 0 \\ PROVIDE , I SAWCUT C USHED TONG ` s a \ z IN ,n fkrST,No R NNco ,REE pLO DFINE aav 6(TO If - r PR'OI URING CON / Q �r / t F. / ' COASTAL EROSION HAZARD LIMITS \1\ 3 •� / �� � AS SHOWN BY COASTAL EROSION I � AFEA MAP, TOWN OF SOUTHOLD, Q / \\\ cn Ln u° ;SUFFOLK COUNTY, NEW YORK. cv N \ _�- ,• �. / / / / / / �niEET 41-Fl OF 49. 8/29/88 - 111 co cn X16/ / m I I I PROVIDE 3 O w COASTAL EROSION HAZARD LIMITS _ ,�\\\ 314± LF \�' ! / o o _J 2' WIDE //i / / - z o AREA MAP, ._. , TRENCH DRAIN \`\ n ! / / 0 -- - \ AS SNOi�{•d ON COASTAL EROSION _� _-� � w z z Y �r TOWN OF SOUTHOLD -- gv _--- 3nNv- / ` III Y 0 v o SUFFOLK COUNTY, NEW YORK, _- ;I; - ._; _ __ (SEE DETAIL) / \ !! I l : I- o w � = o J SHEET 41-Fl OF 49 8/29/88 \\/ ' 18 �Pav 111 m m PROVIDE AND MAINTAIN A CONTINUOUS UNE OF \`; = DATE: 01 /25/2016 APPROXIMATE_ LOCATIONV SILT FENCE ,,-Ci S"ORE LINE \\ » r ESTABLISH AS OMITS OF // / !/ SCALE: 1 = 30 I'�K.,N h'^ vvATER CLEARING, GRADING, & /\\ �' lit GROUND DISTURBANCE QUALITY CONTROL CERTIFICATION � GROUP REVIEWED DATE _ - - --- --_- \\/ / / L✓ �� I 111 PROJECT: #2015825 15825 PROJECT MANAGER - \ \SURVEY _ 11 ENVIRONMENTAL �� � • S � SHEETCIVIL --_-_ __ ----- - - ------ -- -- -- --------- - //\ _ - STRUCTURAL ,, - -, . T - ARCHITECTURAL I ; - �31II�L1:'�- !''Ili'LD CO F 5 ,� 3 OF 8 , John M. Bredemeyer III, President' Town Town Hall Annex Michael J. Domino, Vice-President j) �� oG r�� . 54375 Route 25 Glenn Goldsmith ! P.O. Box 1179 A. Nicholas Krupski %71 '` Southold, NY 11971 Charles J. Sanders �,,, app Telephone (631) 765-1892 Fax (631) 765-6641 �`�`rrrznz�l' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD '- Date/Time: Completed in field by: JMO Environmental Consulting on behalf of FISHERS ISLAND DEVELOPMENT CORP., c/o FISHERS ISLAND CLUB requests an Administrative Permit to demolish the existing clubhouse and construct a new clubhouse; install a new sanitary system; re-grade disturbed areas; and install a parking area. Located: 20449 East Main Road, Fishers Island. SCTM# 1000-4-6-9 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 1 Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: lC_ Present were: J. Bredemeyer M. Domino G. Goldsmith / N. Krupski C. Sanders Other Page 1 of 2 John M. Bredemeyer III, President ry �"OFF04ea Town Hall Annex Michael J. Domino, Vice-President Vis° ay�a 54375 Route 25 Glenn Goldsmith y ,?� Southold, NY 11971 A. Nicholas Krupski o Charles J. Sanders 4, ® o�� Telephone (631) 765-1892 �l �a ✓ Fax (631) 765-6641 -azar=r�1�' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in Work Session by: JMO Environmental Consulting on behalf of FISHERS ISLAND DEVELOPMENT CORP., c/o FISHERS ISLAND CLUB requests an Administrative Permit to demolish the existing clubhouse and construct a new clubhouse; install a new sanitary system; re-grade disturbed areas; and install a parking area. Located: 20449 East Main Road, Fishers Island. SCTM# 1000-4-6-9 Ch: 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D. :525% Expansion/Calculation Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date: Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski C. Sanders E. Cantrell D. Di Salvo Other Page 2 of 2 eai Me �-R�evj F!� -7 M"Will= q, 2 so'UND _,LAND SOUND FISHERS 80 R D.81 -70- 9m 'og 22 y19A Im 3M 2 5 m() e' m 4 1".A 1 13 3�A 7 2.m 19A1 3 7A 3 11 84 IN 3 3M 6m I 7A 2A 15 r 41 d3 85 3A m( "EN 14 M usEum 2M 514 A(.) 2 BA(.) 9 3 23 7 45 9 s MA to 11A(c q 4. Ea 17A 17A(c) , 52 ap 6 52 4lo() 25A O62 251(3) 43 511 54 195 SIA 53 43A35A — i P PRIVATE VI2 gNc) re 2.6NO D 1 21113 1912 4 A(') ,9A 1.8 I,IA( RD n ' 56 5 I5 I 7A(l) 14A'(.) 3 M(c) 12 7A A 3,A 515 MA 17.2 4 OA() 48a 171 Z7A(c) Ma STA 134 73 5 eNc) 8Wy 3 m 74 6 2 1A(c) % q m(.) 'y 3 61 4D T END 32 4 29A14 IGA I b IBA 3.7 28A.9A 3. 4 2 1 1 A FERRND \rmrE mon n a IZ7A 12 713� 121 7 OA(c) BLOCK ISLAND SOUND L NOTICE COUNTY OF SUFFOLK K SOUTHOLD sec z E E (21) -—--------Tmo— Real�,'ope a.x.?ervZceA,,ency y G FzDenier E A -Id p --T I.. PROF =—T- Cantrell, Elizabeth From: gjustl02l5@aol.com Sent: Monday, September 19, 2016 3:30 PM To: Cantrell, Elizabeth Subject: Administrative Application for the Fishers Island Club Elizabeth- It has come to my attention that while preparing this application I had inadvertently misworded the "project description". The project description should read as follows: The applicant proposes to demolish a portion of the existing club house, construct additions to the remaining portion of the club house and make renovations to the remaining portion of the club house; to install a new sanitary system, regrade and install a new parking area. All proposed activity will be in accordance with the plans prepared by CME Associates Engineering, Land Surveying and Architecture last dated August 1, 2016". 1 apologize for any inconvenience that this may have caused. Sincerely, Glenn JMO Environmental Consulting P.O. Box 447 Quogue, NY 11959-0447 631-653-0607 1 1 OFFICE LOCATION: ®� s®u��®� MAILING ADDRESS: Town Hall Annex ® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) ® �@ Telephone: 631 765-1938 Southold, NY 11971 ® Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: September 19, 2016 Re: LWRP Coastal Consistency Review for FISHERS ISLAND DEVELOPMENT CORP., c/o FISHERS ISLAND CLUB SCTM# 1000-4-6-9 JMO Environmental Consulting on behalf of FISHERS ISLAND DEVELOPMENT CORP., c/o FISHERS ISLAND CLUB requests an Administrative Permit to demolish the existing clubhouse and construct a new clubhouse; install a new sanitary system; re-grade disturbed areas; and install a parking area. Located: 20449 East Main Road,,Fishers Island. SCTM# 1000-4--6-9 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, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the below listed Policy Standards and therefore is CONSISTENT with LWRP. Note the Planning Board issued a Negative Declaration for the action on September 12th, 2016. Pursuant'to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cantrell, Elizabeth 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 1 AliJ.M.00 Environmental Consulting Services August 18, 2016 L11�' y��l E Mr. John M. Bredemeyer ;III, President rill' AUG �2 2 2Q16 Board of Town Trustees Town of Southold , So!ithoI,i Fawn Town Hall Annex _____&w'o 0f T-rJS-BCS —._......� 54375 Main Road , P.O. Box 1179 Southold, NY 11971-0959 Re: Fishers Island Club, 20449 East Main Road, Fishers Island S.C.T.M.No. 1000-4-06-09 Dear Mr. Bredemeyer: I am currently writing you in response to the copy of the e-mail between you and Mr. Brian Cummings of the Town's Planning Department regarding this project dated June 16, 2016 (copy enclosed). As noted in the e-mail I have enclosed an application for an administrative permit under Chapter 275:of the Town Code for this project. I have enclosed copies of the revised plans prepared by CME Associates Engineering, Land Surveying &Architecture, PLLC last dated August 1, 2016. The main difference between the revised plans and the plans;previously reviewed by the Board dated January 25, 2016 is that the earlier plans (1/25/16) indicated that the existing paved road along the south side of the site, within 100' Trustee regulated area (within 100' of the top of the bank) would Phone;(631) 653-0607 • Fax (631) 653-3348 121 Jessup Ave . 2nd Floor • P.O. Box 447 Quogue, New York 11959-0447 be removed and replaced with new paving. Between January and submission to the Planning Board it was decided that the road is acceptable as is and the current plans indicate that the road will remain undisturbed. With this there will be less disturbance within the 100' regulated area. Please note that the proposed washout pit and proposed construction entrance both located within the 100' regulated area are temporary. As always should you or any member of the Board have any questions'or comments regarding this matter please feel free to contact me at any time. Most r pe tfully, Gle . Just i FW_:Fishers Island Island Country Club Exp--P;-n 1 //mail.aol.com/webmail-std/en-us/PrintMessage From: DiSalvo,Diane<diane.disalvo@town.southold.ny.us> To:gjust10215<gjust10215@aol.com> Subject: FW:Fishers Island Island Country Club Expansion Date: Fri,Aug 12,2016 10:59 am Glenn: Jay asked me to forward you the below,which is a copy of his latest correspondence with Brian Cummings of the Planning Department. Diane -----Original Message----- From: Cummings,Brian A. Sent:Friday,August 12,2016 10:24 AM To:DiSalvo,Diane Subject:FW:Fishers Island Island Country Club Expansion FYI -----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 withinl00'of the bluff.No Coastal Erosion area permit is needed as the proposal is landward of the CERA 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 1 of 1 8/16/2016 5:25 PM— 4 ' ZL® s®o� Town Hall Annex John M.Bredemeyer III,President ®� Michael J.Domino,Vice-President ~ 54375 Main Road ,y�, ,,��,, P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee i � Telephone(631)765-1892 Charles J.Sanders,Trustee �'c Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only - _Coastal Erosion Permit Application AVedand Permit Application _Administrative Permit Z —Amendment/Transfer/Ext nsion - F Received Application- W 122•11p t V y Received Fee:$ 1001 "—� D �ECompletcd Application: 231�D _Incomplete: SEQRA Classification: - AUG 2 2 2016 _ Type I Type II_Unlisted r _ Coordination:(date sent): 9 2 Ito LWRP Consistency Assessment Form: ' iOu old own _,j CAC Referral Sent: Date of Inspection: —R73�C�o Receipt of CAC Report: _Lead Agency Determination: Technical Review- Public Hearing Held-7- -k2ld Resolution: Name of Applicant: Fishers Island Club Mailing Address: P.O 13ox 605 F; shers Island-,--N-Y--Q4-3Q^-0-605 Phone Number: 631 -788-7225 Suffolk County Tax Map Number: 1000-_4_0_6_0_9_ Property Location: 20449 East Main Road, Fishers Island r (provide LILCO Pole#,distance to cross streets,and location) AGENT: Glenn E. Just / JMO Environmental Consuitl.n-g— (If applicable) j Address: P.O. Box 447, Ouogue, NY 11959-0447 Phone: 631 -653-0607 `z Board of Trustees Application GENERAL DATA Land Area(in square feet): 535,788 Area Zoning: R-120 Previous use of property: Country Club Intended use of property: Same Covenants and Restrictions on property? Yes Y No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? x Yes No If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes x No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? x_Yes No Does the structure(s)on property have a valid Certificate of Occupancy? x Yes No Prior permits/approvals for site improvements: Agency Date N.Y.S.n.E.C. 5/25�1h Southold Toan Trustees 3/25/16 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?_.2S__No Yes If yes,provide explanation: Project Description(use attachments if necessary): Applicant proposes to demolish existing clubhouse and construct a nea clubhouse, install sanitary system, regrade, install parking area. As per plans prepared by CMF Associates Engineering, Land Suveying & Architecture, PLLC last dated August 1 , 2016 . t, Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Nea clubhouse, upgrade sanitary system and parking Area of wetlands on lot: _ 26,Q00 ______square feet (Tidal) Percent coverage of lot: __5.3 Closest distance between nearest existing structure and upland edge o f wetlands: 253 feet Closest distance between nearest proposed structure and upland edge of wetlands: 229 feet Does the project involve excavation or filling? No x Yes Ifyes, how much material will be excavated'? 4,000 cubic yards How much material will be tilled? n/a _ cubic yards Depth of which material will be removed or deposited: 10 feet Proposed slope throughout the area of operations: Existing slope to remain Manner in which material will be removed or deposited: � _Excavtor and fill placed in trucks and removed to an upland site Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): Proposed activity shall take place in a previously disturbed area; erosion and sedimentation aill be controled at all times. Given these facts and that proposed Azoz-krea i.s__-,&t_baek__#ej- away from aetlands there should be no negative impacts upon aetands or tidal aaters. 1 Short Environmental Assessment Form Part I -Project Information Instructions for Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. 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. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Proposed demolition of clubhouse and construction of new clubhouse. Project Location(describe,and attach a location map): 20440 East Main Road,Fishers Island. Location map enclosed Brief Description of Proposed Action: Applicant proposes to demolish existing clubhouse and construct a new clubhouse,install sanitary system,regrade install parking area. As per plans prepared by CME Associates Engineering,Land Surveying&Architecture,PLLC last dated August 1,2016. Name of Applicant or'Sponsor: Telephone: 631-788-7225 Fishers Island Club E-Mail: Address: P.O.Box 605 City/PO: State: Zip Code: Fishers Island NY 06390-0605 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that 0✓ ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: N.Y.S.D.E.C.,S.C.D.H.S.,Southold Town Planning Board&Building Department El Z 3.a.Total acreage of the site of the proposed action? 12.3 acres b.Total acreage to be physically disturbed? 0.61 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 11.89 acres 4. Check all land uses that occur on,adjoining and near the proposed action. [:]Urban m Rural(non-agriculture) [-]Industrial [:]Commercial ❑Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): Country Club ❑Parkland Page 1 of 3 S 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ ✓❑ ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify:Block Island Sound ❑ W1 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO j YES ❑✓ 1 ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ✓❑ ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑✓ ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: El 7 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: IT ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑✓ ❑ On site sanitary system 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? � ❑ b.Is the proposed action located in an archeological sensitive area? ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑✓ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: m Shoreline [I Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑✓ ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO E]YES ❑✓ ❑ b.Will storm water discharges be directed to established conveyance systemsrunoff and storm drains)? If Yes,briefly describe: NO AYES Page 2 of 3 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: Z ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsorAe:AnE lust as a Date: Signature: PRINT FORM Page 3 of 3 izustees ApjpJLia&ti0z'- AIS FID: lk"I'l' BEING Tf)UL-lk'S%lV0RN 100SE-SAM) AFFERNIS THAT -HE/SHE 1STHE APPLICANT FO'IR,THE ABOVE DESCMBED PERNIIT(S) AND TUAT ALL STATEMENTS CONTAINED HEREIN ARE TR I.F TOTHE BEST OE HISIMER KNONVLEDGE AND BELIEF.ANM)THAT ALL WORK WILL BE DONE E,'-, TP.F MANNER SET FORTH iN Tlyllq APPLICATION ANMAS MAY BF A PPROVED B-V THE SOUT1101,I) TONVN BOARD OF TRIISTEES. T7 HETO","T'N OFSOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AN 1) FREE,F, ANY ANDALL,DAm.kGES .4,1'sD CLAIMS AUDIF RISING NER OR B! VIRTUE OF SAID PERMI T(S) GRANTED. IN CO4IPLETIN(3 THIS APPL(CATION, 11 HEREBYA UHORIZETHE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES, INCLUDIM;TSE C('Y'NSl'-':RV:kTl0N 4D",,`3SOIRYCOUNCTL,TO ENTER ONTO NII, PROPF-Pffy'rO INSPECT'llil"' FRFMISES 1N.7 WITH?'HIS APPLTA:--ATION7 INCLUDING --k FINAL INSPEC`110N, 1 -FUIRTHERAUT1101RIZE MME BOARD OF TRUSTEES TO ENTER 0INTONlY PROPERTY AND AS REQ UIRLEDITO ENSURE COINIPLI.-,UNCE WITHA.M CONDITIoN OF AN2r'WETL.A-ND OR'COASTAL ' EROSION PERMIT !SSUED BY*THE BOARD Or, TRUSTEEIS� DURING TqETERNI OF THE PER-MIT. -llatu%ot'Propertv Cmner (3 SWORN TO BEFORE 2ME THIS DAY OF if Arly Publi�- &5-0aLj, 'Boare of TrUSt eeS Application 'AUTH ZATIOil (.%,h°re the ar phcant is not the o-.;-}ger) (print nai-e of owner of properly) mailing address)) J HCl WrebY auihc ;-iZe u S gra � - �---- - o appl, for 13�:iTlit�Sf from the Southold Board of'i own Trustees on n,, Lchalf CANN TRANSACTIONAL DISC I.,OS[iR-r% Fo llM '1 i;c Glw,n"i ti„uQx,f j's f'n;i:,r,!'i'thil.,tr„dit!ti1�cp±tRtrts,r;'tptcu•�4 crr ih�!a'n9 ic,�,t;t�lil�cct-�.!nt{ :n[�It,c��cc.�ti1L{Sarr�tic�rf� [ire Ibrttt 3i,to rrxidc tatfirrn:.tt,•,;t,ct?sth c:art.iictl(!••:tnt�n�f 7�,�,?i.3:'.a+tti?i:L;nf__t r��t ant!;�{1,7�r it io t;tSc nii�c�t;r a.'ti?it t: Vic;c•,.ct1'to•�_�_:v>i,i•:aV,t�•. , sraL_-o a '�:or rl;hnr entity,....li f;:? a-:..cu :r. ;t:=i.i td:C.ck”tIto t,titsr p r,ou>a r Tax g:is:;1;,2 8t1 11,.e t1.li:t „t.i rr,�r L• _•_-_..—. ,_ (.,'.G!.lt L. t�fi �M _ '•i=Proi',.[of;xi.{t -- - :i•+e n_ 3:a r!:pt.rn 3r.;r:;i t: r±i• ai n,! 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[t:,. !t•:,rr(!Iic F t•r. ,:i•i, `i.,.l:i, l ,i ?:_ -_i_d.ng.{' r+.!:dd i: ti,rr..;{'.:ist.l:° l•. l)'... ,...�r• _;[ .-tr'3r{rr; ., ,tli,_-!!:r: .i al:.-r;�rat•; cE..•I't.,;?i,."'•t; r „_!;S litl` -gait,:Clr...:i,C:;,s 9�"ti;r 0i'!n'x i^:a.+: ! ^•r+-t-Cf'r{�:rtl;:vlj!:_, i•`,It:,i t.`� � :y,�i,L,ttl('p t f7!,:•,i?.�?o:ii='[l t: ��. t.}:I:'i,�i LCr•;?it C.:.lcr.i sI'n=t.:7::aaja";CC ai±i i..d1:.liC:a'.,x': Vl• iz T.i:lo"%s Iip F!? m11 i 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 sigRificant beneficialand adverse effects upon the coastal area(which.includes all of Southold Town. 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. Thus, each answer must be explahied in detail, listing both supporting and 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 SCTM# 4 _ 06 _ 09 PROJECTNAME Proposed nea clubhouse, sanitary system & parking The Application has been submitted to(check appropriate response): i Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑ I. 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) ❑ (b) Financial assistance(e.g. grant, loan,subsidy) (c) Permit,approval,license,certification: a Nature_and extent of action:. .-_.. Applicant proposes to demolish existi.rpg ,c� ouse and co ruct a nea clubhouse, install sanitary system, regrade, install parking area. As per plans prepared by CME Associates, Engineering, Land Surveying & Architecture, PLLC last dated August 1 , 2016 3 Location of action: 20449 East Main Road, Fishers Island Site acreage: 12 .3 Present land use: Country Club Present zoning classification: R-120 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: P.O. Box 605 Fishers Island, NY 06390-0605 (c) Telephone number: Area Code( ) 613 1 —7 8 8—7 2 2 5 (d) Application number,if any: Unkno an Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes Ed No❑ If yes, which.state or federal agency? N.Y.S.D_E.C. -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 LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes 0 No ❑ Not Applicable The proj ectaill not negatively impact thecharact-ex -o-f_the communi�ty_ di_] 1,p P�Prve opQn spare (,_t; 1 i �;nq_a_pre_vi-ou_%1_y_ disturbed area) . • It is felt that thio poj�c � s_�oAsistent�� with this policy 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 © Yes ❑ No ❑ Not Applicable R The project shall have no impact upon any historic or archaeolo ical resources. Tt is felt is consistent with this policy_ Attach additional sheets if necessary Policy 3. Bnha.nce visual quality and protect scenic resources throughout the 'Powis of Southold. See L Section M—Policies Pages 6 through 7 for evaluation criteria t ❑ Yes ❑ No [ Not Applicable i u n arm �rPni �' r�so"SPS I The project DRi 11 have no -impacts. . no nor impact the visual ualit of t I • 9 Attach additional sheets if necessary i NATURAL COAST POLICIES Policy 4. I iniffii�e loss of life, st>i°uetures, and natural resources from flooding and erosion. See IJP Section M Policies Pages S through 16 for evaluation criteria T' Rx Yes ❑ No ❑ riot Applicable The project Rill not cause a.=elerated Prnsion of. arl�acen Ghat 1 -hP nn l r)-q of marl ne Ai-1 anrl�]a1Zi+ a+ anr� 11PrA ,� 11�j� no loss of nubliv recreational resource r+ � s fPlt that th�> i — project is consistent with this policy Attach additional sheets if necessary Polley 5. Protect and improve water quality and supply in the Town of Southold.See LWRII Sectiofl-Iffi —Policies Pages 16 through 21 for evaluation criteria I. I ❑ Yes ❑ No ❑Not Applicable The project -will have no negative impacts upon-the ualit of 1 _ or the auan--its ro' ect is- consistent .with t 1 1 r I s Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the 'Powis of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LNVRP Section M Policies; Pages 22 through 32 for evaluation criteria. Yes INTO Not•:Apjalieable ` The project shall have no negative impacts upon the quality or function. of any wetlands,, v c " -Fir t Coastal Fish and Wildlife Habitats It is felt that this project is consistent with this policy Attach additional sheets if necessary Pefley 7.' Protect and improve air quaUty in the Tovm of Southold. See L�� Section M -- Policies Fage's:J2 through 34 for evaluation criteria. Yes leo Not Applicable The project shall have no impact upon air quality. It is felt that this project is consistent with this poli.cy Attach adMonal sheets if necessary f Polley 8. Mluhnize environmental degradation k Town of Soathold from solid wasite and hazardous substances and wi%tes. See LWRF Section 11—k—Pol:peies,Pages 34 through,38 for evaluafoo criterb. E yes F� -r,,To td®tl r�i�ab � The project does not involve the use of or the disposal of solid waste or hazardous substances and -wastes. It is felt that this project is consistent with this policy 4 i PUBLIC aCGA9T POLIms � Pe q,90 Provide for public access to, and recreational,us of, coasW haters, pubRe O-PRY-le resources of tRne Town-of Shu old. See L-WW Seeflon M1 FWjciess Pages 38 through-46 for evaluation � - t ® YeZJ 11 Not APPficable The project will have no impact upon public access to, -and 'the recreational use of coastal waters, public lands or the public, resources of the Town. It is felt that this project is consistent with this policy Attach additioui sheets if necessary t %bRMNG COAST PGUWfF,8 PoB c �. ProtectSouthold's waeer4ependent asses and promote siting of nevi water-dependent Wes in sidtabfle locations. See LWRP Section M—Policies, Pages 47 through 56 for evaluation miteria. 3 -i7es ❑ No ❑ Not Applicable i. The project will have no impact upon Southold' s water dependent uses of or the sitina of new water dependent. uses in suitable locations Tt - E r is felt that this project is consistent with this poiicv Attach additional sheets if necessary I Policy 11. Pmmote sustainable use of living marine resources in Long Islami Sound, the Pecoule Estuary and Tovim waters.See LWRP Section —Policies; Pages 57 through 62 for evaluation criteria. 1. Yes ❑ No❑ Not Applicable ! The pkoi ect will have no jh-,i-a i naizl e 134P of - `• living marine resources It is -feu-_ consistent with this policy i Anach additional sheets if necessary s Policy 12. Protect agricuitak-al lands-in the T owwof Southold.. See LVW Section M--Policies,Page 62 through 65 for evaluation criteria. ' i ❑Yes ❑ No x❑ Not Appfiwable 1 The Project does not involve agricultural 7 ander T+- i ,-:; FPS fi that this policy is not applicable to this prosect i i - t Attach additional sheets if necessary Eloft 13. Promote appropriate ate ease and development of energy and neral resources. See LWRP Seetaon M—Poflcies9 Pages 65 through, 68 for evaluaa Pion eria. ❑Yes ❑ No ❑ Not Applicable The project does not involve the use of or development of energy or mineral resources It is felt that this po icy is not applicable to this project PREPARED F_ :T c t 1TLE+_aQ n t DATE