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"� FITNESS ' "' _ c CLUB < , _ u, __.I _ I F 9300 MAIN ROAD tlY:`.r —EGRESS 10X14h '�(` �.R . 4• 6S YdNDOYJ � LAURALNEW YORK `` OH DOOR - 1 -o I "� '1fls=r.o ')JARn-is A010 [ E c E IN APR 14 2016 $011thnld Town Planning Board 9300 ROL� . 259 SHEET LIST TABLE SHEET SHEET NUMBER SHEET TITLE REVISION DATE O O119AA T1 TITLE PAGE 3-14-16 8 C1 EXISTING CONDITIONS C2 TREE CLEARING PLAN 3-9-16 S U F F U64� L K C 0 U N T C3 SOIL & EROSION CONTROL PLAN 3-8-16 C4 PROPOSED SITE PLAN 3-9-16 C5 SITE DETAILS C6 TRAFFIC DETAILS C7 GRADING & DRAINAGE PLAN 3-14-16 C8 DRAINAGE DETAILS 3-14-16 C 9 SANITARY PLAN s C 10 SANITARY DETAILS C11 WATER DETAILS sports ---t-- C12 LANDSCAPE PLAN east E C13 LIGHTING PHOTOMETRICS PLAN * 1 OF1 WATERSHED PLAN wA . sports CE east u : m 0 CONSTRUCTION PLANS FOR O I L� 0 O O O N O y r a c U : MAR 15 2016 taa mamtuck Southold Town aue Planning Board u) c ` , iT hs��@A 3-14-16 MF ADDED REVISION DATE TO SHEET LIST TABLE CFD PROJECT -�, LOCATION DATE BY DESCRIPTION APPROV. BY .N, Northvf0e Half F;ollo`.Nursery■ LartreE REVISIONS ound Ave 4? ` - 9300 ROUTE 25, LAUREL N.Y. 11948 O Long island <? &ial Calf;tub N SUFFOLK COUNTY O , (_0 `f x SPORTS EAST RECREATION CLUB r— ' arresFurt Ln Aquebcgue ® �E o Y r), . � TITLE PAGE 0) Q0 P.C.`' THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY L. K. McLEAN ASSOCIATES f 1n6aitsfarrY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS AND/OR 1 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD. a 7 ROOKHAVEN, NEW YORK 11719 N THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER WHERE SUCH Sheet No. �t pp N 5 Designed By: M F CFD Scale: AS NOTED LOCATION IVI A P ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, ` � �• 56J � SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION �c�;O�pL Drawn By: MF Date: FEBRUARY 2016 � j N.T.S. ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW T 1 —2). C� SECTION 7209 Ap proved By: RGD File No. 16029.000 SIGBEE ROAD AMENDED MAP OF MATTITUCK PARK SECTION 144 SECTION 143 SECTION 144 SECTION 144 SECTION 144 BLOCK LOT 81 SECTION 144 BLOCK 1 LOT 1 SECTION 144 BLOCK 1 SECTION 143 BLOCK 1 SECTION 143 SECTION 144 SECTION 144 SECTION 144 BLOCK 1 BLOCK 1 LOT 9 SECTION 143 SECTION 143 LOT 7 SECTION 143 L OT 5 LOT 4.1 SECTION 143 SECTION 143 SECTION 143 BLOCK 1 LOT 10 REPUTED OWNER: BLOCK 1 LOT 2 BLOCK 1 LOT 3 BLOCK 1 LOT 4 LOT 5.2 BLOCK 1 LOT 6.2 REPUTED d BLOCK 1 LOT 1 BLOCK 1 LOT 6 BLOCK 1 LOT 7 BLOCK 1 LOT 11 REPUTED OWNER: BLOCK 1 LOT 8 BLOCK 1 LOT 9 J. MORENO OWNER:REPUTED REPUTED OWNER: REPUTED REPUTED JAMES & ELIZABETH CASSIDYNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: OWNER:REPUTED OWNER: ONE OWNER REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: SOURAVLIS & ANNA JOHN AND JOHN AND FELIX AND OWNER: J. SARNOVERA SECTION 144 MAY & TONY INC. I MARGARET ALFRED CILETTI JR. SHARONABRAHAMRODRIIGUZ JAMES HINES DOREEN SIDOR HRISOVALANTIS MARY BERNINGER MARGARET TONER MARY FETZKO HOPE ELIZABETH I TAHENY BLOCK 1 LOT 10 NOONE LINDA MULE HERGRUEfERCITTI REPUTED OWNER: ow PAUL RENNER & _ BUILDING of fir wo MAUREEN ROCHE POST & RAIL BLDG. GONCRI=TE' rip, r� „ x WW W WWzo BITUMINOUS PAVEMENTOW FENCE 0.4'E POST 8c RAIL FENCE OST AIL S33' 28 25.97EQATF L- GATE , I \ STOCKADE NCE N^ ���- FENCE— �\ TE T I I \ 1652.84 - --- 10 \ \ \ 1 6-- _ \ 2� / ' \\\ \ \ \ \ =O \ \ \ i2 (.0 \\\\ ✓ \ �// -00 \ I l j \ / i WOODED i i \ I f f (NO BUILDINGS) 1 t I L0 WELL/PIPE N40' 31 34.06 E _28,._ \ i \ \ ( TAX LOT 8.9 �" � _ � i I I \ 600.96' 0 o o \\ j \ \ REPUTED OWNER: MEGA STYLE LLC Z \ � 26 / l TEST HOLE LOCATION � 1 22\ \ I \� o 1 \ _____-- 1 ______________ _ / _--------- -------------- 22, 1-0 J ------------------ \ ___-- -- ------ `-- \__-- -- --------------- - --- ! --------------- - _DIRT PATH/ROAD ---- /- - ------- ------ \� / / ^�� ---------------DIRT PATH/ROAD- --------------------- V v r v v r TR '�' . .��.��_�_�i� TREE ROW ---"'- -------------------------------DIRT---PA-TH/ROAD-- �-- _---------------------------------------------'-- W N33' 28' 25.94"W REPUTED OWNER: MEGA STYLE LLC 1487.19' TAX LOT 8.9 / U \ j LL LJ— 0 SITE PLAN 0 0� SCALE: 1 "=60' N 0 0 60 120 cD FEET / U) � EXISTING GRADE O 26.56' o LEGEND: DARK BROWN SANDY LOAM (OL) 26.06' � — - - — PROPERTY LINE ............... 4_1D — —1 1— —EXISTING CONTOUR BROWN SILTY SAND (SM) o MAR 15 2016 U � EXISTING TREE LINE / ............ 22.56' Southold Town 0 EXISTING CONIFEROUS TREE ROW Planning Bnard LL OH EXISTING OVERHEAD ELECTRIC Cf) W EXISTING 16" SCWA MAIN DATE BY DESCRIPTION APPROV. BY o ® EXISTING DRAIN VISIONS 0 R EXISTING UTILITY POLE 9300 ROUTE 25, LAUREL N.Y. 11948 PALE BROWN FINE SAND o ® EXISTING TRAFFIC BOX (SP) fi S U FFO L.K COUNTY -�- EXISTING TRAFFIC SIGN SPORTS EAST RECREATION CLUB -0 (T EXISTING TELEPHONE MANHOLE LO 6.56' (NO WATER ENCOUNTERED) QF NE� '� `, EXISTING CONDITIONS r— L. K. MCLEAN ASSOCIATES, P.C. � - - 4.40 HIGHEST RECORDED GROUND WATER � � Q' �, ,� � � CO c— , 0 (WELL: S39269.1, YEAR: 2010) N O e rk CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 TEST HOLE PERFORMED BY McDONALD GEOSCIENCE ON 2-18-16 ; a �� 9 y MF/CFD scale: AS NOTED d t Designed B : Sheet No. \ � TEST HOLE �of�C , ��ti FEBRUARY 2016 N.T.S. �S tS Drawn By: M F Date: U Approved By: RGD File No. 16029.000 SIGBEE =ROAD AMENDED MAP OF MATTITUCK PARK SECTION 144 SECTION 143 SECTION 144 BLOCK 1 SECTION 143 BLOCK 1 BLOCK 1 LOT 1 SECTION 144 SECTION 144 LOT 8 SECTION 144 SECTION 143 BLOCK LOT 5 LOT 4.1 SECTION 143 SECTION 143 SECTION 143 SECTION 143 SECTION 143 SECTION 143 SECTION 144 SECTION 144 SECTION 144 BLOCK 1 SECTION 144 BLOCK 1 BLOCK 1 LOT 9 4- BLOCK 1 LOT 1 I I BLOCK 1 LOT 6 I BLOCK 1 LOT 7 I BLOCK 1 LOT 8 I BLOCK 1 LOT 9 I BLOCK 1 LOT 10 BLOCK 1 LOT 11 I REPUTED OWNER: I BLOCK 1 LOT 2 I BLOCK 1 LOT 3 ( BLOCK 1 LOT 4 LOT 5.2 BLOCK 1 LOT 6.2 LOT 7 REPUTED M REPUTED OWNER: REPUTED NER: REPUTED J. MORENO I OWNER: REPUTED OWNER: DEBRA TIM ONE OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED REPUTED OWNER- REPUTED JAMES & ELIZABETH CASSIDY. c� MAY & TONY INC. I MARGARET ALFRED CILETTI JR. I ABRAHAM GARCIA & I DOREEN SIDOR SOURAVLIS & ANNA MARY BERNINGER FELIX AND OWNER: OWNER: DAMES HINES I HRISOVALANTIS I I JOHN AND JOHN AND LINDA MULE I HOPE J. SARNO I ELIZABETH I VERA SECTION 144 NOONE SHARON RODRIGUEZ MARGARET TONER MARY FETZKO TAHENY BLOCK 1 LOT 10 HERGRUETER CITTI N o = BUILDING � I 3 REPUTED OWNER: Zo BIjUMINOUS PAVEMENT POST & RAIL BLDG. CONCRETE O WQ PAUL RENNER & OST AIL I� oW Ww o W YW MAUREEN ROCHE TREE ROW FENCE O 4'E POST & RAIL FENCE S33* 28 25.97E I—I I I \�\ T CK DE - GATE �— �� G E ISa_9 u i FENCE— — GgTE ,\ STOCKADE NCE N m N W - -�- �S I 1 1652.84' l J 9 _ \ 1 / / o w LIMIT OF TURBANCE x ,` � -18 3 \ � -L ;� \ / PROPOSED AREA OF TREE CLEARING / TREE — — 1 � I ` PROPOSED AREA�F LL /" (288,875 SF) (30,878 SF i ECO —}-\ — \ ✓ 0 00 DE B I LDI c�S) li li \ \ I io \ � ELL/ IpE I I I I \ \ L0(n �\ 40' 31 ' 34.06"E — \ 600.96 4� o w j \ I I \ TAX LOT 8.9 Q 1 �A I \ jj �_ REPUTED OWNER: MEGA STYLE LLC 24 r — E 26 \Z If 3Q ?o I I 22� L --------------'�"—\���\�� - \ 3� o \ ---------------' \ - ----------- 22 DIRT PA H - / ------------------------------- \ - ----- _( ------- --T /ROAD Z -__a------------" � ----- - - -----'--- �� -�- DIRT PATH/ROAD ---- _ ,. .,, .,_ . .;, ,,. . .., -i• 'i• � ,; , ,,, ,;. . „ ,, .,4;. .. .�, ., .. ., v. v . . I, _L / %i� - - - - _ _ �I.�I,�I,,, ., .I,�I. . ,�� \P_. v; .. v. , .I, . .. .I TREE ROW / --------------------------——— -- DIRT PATH/ROAD --------------------_-----__ 7� N33' 28' 25.94"W REPUTED OWNER: MEGA STYLE LLC \ 1487.19' TAX 3 LOT 8.9 TREE CLEARING NOTE: THE WOODED AREAS SHOWN ON THE PLAN ARE DOMINATED BY TREES SIZED 6" CALIPER SITE PLAN OR GREATER. THE APPLICANT SHALL HAVE A LICENSED LANDSCAPE ARCHITECT SURVEY E 0 SCALE: THE PROPERTY PRIOR TO ANY PROPOSED CLEARING ON THE SITE. ` 60 1 "=60' 120 Feet LEGEND: — - - — PROPERTY LINE — —1 1— —EXISTING CONTOUR EXISTING TREE LINE >„< EXISTING CONIFEROUS TREE ROW MAR EO 16 OH EXISTING OVERHEAD ELECTRIC Southold Town Planning Board W EXISTING 16" SCWA MAIN ® EXISTING DRAIN 3/9/16 LMY REVISED GRADING LIMITS & ADDED NOTE CFD DATE BY DESCRIPTION APPROV. BY E EXISTING UTILITY POLE REVISIONS ® EXISTING TRAFFIC BOX 9300 ROUTE 25, LAUREL N.Y. 11948 -n EXISTING TRAFFIC SIGN SUFFOLK COUNTY �� EXISTING TELEPHONe MANHOLE — — PROPOSED LIMIT OF DISTURBANCE SPORTS EAST RECREATION CLUB PROPOSED AREA OF TREE CLEARING TREE CLEARING PLAN 0 L. K. McLEAN ASSOCIATES, P.C. cc CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Designed B AS NOTED e y� M F/CFD Scale: Sheet No. 9o�rc�1ON`P� Drawn By: MF Lute: FEBRUARY 2016 C 2 Approved By: RGD File No. 16029.000 SIGBEEROAD AMENDED MAP OF MATTITUCK PARK SECTION 144 SECTION 143 SECTION 144 BLOCK 1 BLOCK 1 BLOCK 1 LOT 1 SECTION 144 SECTION 144 LOT 8 SECTION 144 ` SECTION 143 SECTION 143 SECTION 143 SECTION 144 SECTION 144 SECTION 144 BLOCK 1 SECTION 144 BLOCK 1 BLOCK 1 LOT 9 SE=CTION 143 BLOCK LOT 5 LOT 4.1 SECTION 143 SECTION 143 SECTION 143 SECTION 143 BLOCK 1 LOT 7 BLOCK 1 LOT 10 REPUTED OWNER: BLOCK 1 LOT 2 BLOCK 1 LOT 3 BLOCK 1 LOT 4 LOT 5.2 BLOCK 1 LOT 6.2 LOT 7 REPUTED BLOCK 1 LO1 1 BLOCK 1 LOT 6 I BLOCK 1 LOT 8 I BLOCK 1 LOT 9 I BLOCK 1 LOT 11 to REPUTED NER: REPUTED J. MORENO OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED REPUTED OWNER: REPUTED DAMES & ELIZABETH CASSIDY. REPUTED OWNER: DEBRA TINT ONE OWNER: REPUTED OWNER: I REPUTED JAMES HINESR• REPUTED ODOR MARYTBDRN NGER �i- ABRAHAM GARCIA & I SOHR SOVALANTISNA I I JOHN AND JOHN AND LFNDA MUD I OWNER: I J. SARNO I EOZABETH VERA SECTION 144 c°� .— MAY & TONY INC. MARGARET ALFRED CILETTI JR. NOONE SHARON RODRIGUEZ MARGARET TONER MARY FETZKO 3 PE TAHENY BLOCK 1 LOT 10 HERGRUETER CITTI °w 3 REPUTED OWNER: V) = BUILDING a Wo p PAUL RENNER & PGOA GATE RAIL BLDG. 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N33• 28' 25.94"W REPUTED OWNER: MEGA STYLE LLC // /'//// o \ 1487.19' TAX LOT 8.9 ////// I LEGEND: SITE PLAN D_ — - - — PROPERTY LINE . 000 PROPOSED ARBORVITAE'S SCALE: 1"=60' �Cn - - F PROPOSED CRUSHED BLWESTONE PAVEMENT PROPOSED CONTOUR 0 60 120 Feet III - -.,..11- --- EXISTING CONTOUR � PROPOSED FULL DEPTH ASPHALT PAVEMENT U ,G,-,F,t,* � EXISTING CONIFEROUS TREE ROW i o y W W W PROPOSED PLAYGROUND TURF (BURKE OR APPV'D EQUAL) --- EXISTING OVERHEAD ELECTRIC N I O -_-_"-"--W------ EXISTING 16" SCWA MAIN O +� PROPOSED MULCH O EXISTING DRAIN SILT FENCE DETAILS N � PROPOSED SYNTHETIC FIELD TURF P EXISTING UTILITY POLE STABILIZED CONSTRUCTION ENTRANCE DETAILS -WOVEN WIRE FENCE (MINIMUM 14-1/2 GAUGE, MAXIMUM 6" MESH SPEAKING) 0' MIN.— U) I<< EXISTING TRAFFIC BOX MAX- CENTER To c " EXISTING 0 Q PROPOSED MICROSURFACING ENTER - to'-o" MIN. 3' PAVEMENT -r--1. ---- f � EXISTING TRAFFIC SIGN 1 3s~ MIN. FENCE — ---- 5;� POSTS, DRIVEN MIN. o PROPOSED 5' WIDE CONCRETE SIDEWALK (`1� EXISTING TELEPHONE MANHOLE O �- 1s" INTO GROUND LTER CLOTH PROFILE MOUNTABLE BERM_/ . 11 I. U o HEIGHT OF FILTER FABRIC 16" (OPTIONAL) ' PROPOSED CONC. APRON ftlh MINIMUM GROUIND NOT TO SCALE E C E � V ff -+-P � .• v •r a GRADE E W • • ♦ W 8" MINIMUM 0' MIN. MAR 5 2016 v + + + + PROPOSED TOPSOIL & SEED -a>° " " .'* `. O� _f.U) �� PERSPECTIVE VIEW o z Southold Town °) rI�` PROPOSED TREE LIMIT NOT TO SCALE — m Planning Board LL ,.. , . ,. I EXISTING � PROPOSED CONCRETE CURB WOVEN WIRE FENCE (MINIMUM % 1, `' 200. MIN.":'.-;:.." I. : PAVEMENT � 14-1/2 GAUGE, MAXIMUM 6" MESH SPACING) WITH FILTER-"-,, �� t 3/8/16 LMY REVISED GRADING LIMITS CFD 0 X PROPOSED 6' HIGH CHAIN LINK FENCE (UNLESS OTHERWISE NOTED) CLOTH OVER zi r) 10' MIN.—�-{ DATE BY DESCRIPTION APPROV. BY PROPOSED 20' HIGH CHAIN LINK FENCE COMPACTED SOIL PLAN VIEW - z �— CONCRETE WASHOUT DETAIL N UNDISTURBED NOT TO SCALE REVISIONS o (BETWEEN ROAD 8c MULTI-USE FIELD) 10' SOW GROUND �- 9300 ROUTE 25, LAUREL N.Y. 11948 CONSTRUCTION SPECIFICATIONS 0 �Pl� O 1. AGGREGATE SIZE - USE 2 INCH STONE OR RECYCLED CONCRETE AGGREGATE. S U F F O L K COUNTY N —o— PROPOSED 10' HIGH CHAIN LINK FENCE 1s" MIN. 11 �;; E � (AROUND TENNIS COURTS) ." SILT FENCE SECTION 2. LENGTH: AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30777 Q EMBED FILTER CLOTH MINIMUM NOT TO SCALE FOOT MINIMUM WOULD APPLY). ~. `.., N so— PRO POSED FULL DEPTH ASPHALT SAW CUT 6* INTO GROUND 3. THICKNESS: NOT LESS THAN SIX (6) INCHES. SPORTS EAST RECREATION CLUB ri I 0-1--SAND BAG CONSTRUCTION NOTES FOR FABRICATED SILT FENCE N 4. WIDTH: 12 FOOT MINIMUM BUT NOT LESS THAN THE FULL WIDTH OF POINTS WHERE INGRESS OR EGRESS � -0 ®m L 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POST: STEEL EITHER 'T' OR 'U' OCCURS. 24 FOOT MINIMUM IF THERE IS ONLY ONE ACCESS TO THE SITE. O O L J PROPOSED CATCH BASIN O a O IMPERMEABLE POSTS WITH WIRE TIES OR STAPLES. TYPE OR 2" HARDWOOD I- �]_SHEETING 5. FILTER CLOTH: TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. AAtt v A A 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE: WOVEN WIRE, 14-1/2 GAGE. 11� 13F NEE ' & EROSION CONTROL PLAN FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID 6" MAX. MESH OPENING 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE J Q � t ® 1:1 OR FLATTER PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE �. n4 Q0 C �� PROPOSED CROSSWALK SECTION. FILTER CLOTH: FILTER X, MIRAFl PERMITTED. SIDE SLOPE i 'O �i SECTION 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER 100X, STABWNKA ) � ui' � , �A THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. �+ � � d Q O — EQUAL OR APPROVED Z SEDIMENT ONTO PUBLIC HTEOF W YBOR STREETS. IN MAY DREQUIRE HIPEROCH IDC TOLL P�DRESNT NGKIWfTH NG F 15� ,�� L. ,`. McLEAN ASSOCIATES, P.C. O O O O 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND ADDITIONAL AGGREGATE. ALL SEDIMENT SPILLED, DROPPED, OR WASHED ONTO PUBLIC RIGHTS-OF-WAY MUST BE S , ' CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN NEW YORK 11719 PROPOSED HANDICAP PARKING O 0 MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT PREFABRICATED UNIT.- SEOFAB. REMOVED IMMEDIATELY. f^ Cr �' �` PLAN FENCE. ;� .> d^ ENVIROFENCE, Y'9 C L" I 4- OR APPROVED e. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO j `� �� `— EQUAL. AN APPROVED SEDIMENT TRAPPING DEVICE. 'v° � Designed By: MF/CFD Scale: AS NOTED Sheet No. PROPOSED DUMPSTER ENCLOSURE 9. 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Fa , 556 _.,"_•__ . ._ m_. ... .... ......._..__ ,,. _._,,., _ .,. __..,.,. .,.,_, _,_._.,,._ _, .L, e,� LEGEND: j # {' ;- ° o N33' 28' 25.94"W {I,,. t,T�t e':°'°.,:,, , .c CI - - - - PROPERTY LINE ' 4`' " t) 1487.19' ( , �R.: `, , ) �,, xd 9 a --���, i , = PROPOSED CRUSHED BLUESTONE PAVEMENT ' i - cn PROPOSED FULL DEPTH ASPHALT PAVEMENT Q SITE PLAN o SCALE: 1"=60' W W W PROPOSED PLAYGROUND TURF (BURKE OR APPV'D EQUAL) .£, ICI W W W W O 6O 1 LO k U - eet 4�j�_! - PROPOSED MULCH 1 0 o PROPOSED SYNTHETIC FIELD TURF O O PROPOSED ACRYLIC COATED PAVEMENT N PARKING REQUIREMENTS SITE DATA TABLE O 1. SUFFOLK COUNTY TAX NUMBERS) 1000-122-07-09 co ON-SITE PARKING REQUIRED: 1 STALL PER 300 SF GFA PROPOSED 5' WIDE CONCRETE SIDEWALK 51,484 SF/300 SF = 172 STALLS 2• ZONING CLASS R-80 (RESIDENCE) 5 STALLS PER COURT 3. AREA OF SITE 20.82 ACRES (906,919.20 SF) p-, o.� `5 X 10 = 50 STALLS 4. INTENDED USE OF PROPERTY RECREATION PROPOSED CONC. APRON MULTI-USE FIELD 1 STALL PER 2 PLAYERS � 22 PLAYERS = 11 STALLS 6. DATUM U.S.C. & G.S. OR T.O.B. U.S.C. & G.S./NAD83 (HORIZONTAL) & NAVD88 (VERTICAL) 0 7. DEPTH TO GROUNDWATER SEE TEST HOLE ON EXISTING CONDITIONS PLAN ) + + TOTAL STALLS REQUIRED: 233 STALLS + + PROPOSED TOPSOIL & SEED ZONING COMPLIANCE TABLE ( R-80 RESIDENTIAL ) HANDICAP STALLS REQUIRED: 7 STALLS ALLOWED (REQUIRED) PROVIDED D I� i `���* PROPOSED TREE LIMIT STALLS PROVIDED: 232 MINIMUM LOT SIZE 80,000 SF 906,919.20 SF HANDICAP STALLS PROVIDED: +8 MINIMUM LOT WIDTH 175 FT 577.68 FT MAR 1 5 2016 o PROPOSED CONCRETE CURB TOTAL STALLS: 240 I U MAXIMUM BUILDING LOT COVERAGE 20% 181,393.42 SF 9.1 82,500 SF co x PROPOSED 6' HIGH CHAIN LINK FENCE (UNLESS OTHERWISE NOTED) MAXIMUM FLOOR AREA (F.A.R.) N/A 82,500 SF Southol Tum Planning Board LANDSCAPED AREA N/A 6.3% (57,005 SF) T 0 _ PROPOSED 20' HIGH CHAIN LINK FENCE MAXIMUM IMPERVIOUS SURFACES N/A 21.40% (194,000 SF) c- (BETWEEN ROAD & MULTI-USE FIELD) MINIMUM FRONT YARD SETBACK 60' 556'-11" 3/9/16 LMY 24' WIDE WEST ENTRY/EXIT DRIVE & SIGNS CFD MINIMUM SIDE YARD 20' 213'-3" N 0 . PROPOSED 10' HIGH CHAIN LINK FENCE DATE BY DESCRIPTION APPROV. BY j (AROUND TENNIS COURTS) MINIMUM REAR YARD 75 418 -11" MAXIMUM BUILDING HEIGHT 35' 35' FT (38-40 FT RIDGE HT.) REVISIONS o S0'- PROPOSED FULL DEPTH ASPHALT SAW CUT 9300 ROUTE 25, LAUREL N.Y. 11948 N ® PROPOSED CATCH BASIN SUFFOLK COUNTY f, E0 SPORTS EAST RECREATION CLUB N ❑❑ PROPOSED CROSSWALK r� _0 O 0 I I° T � PROPOSED HANDICAP PARKING PROPOSED SITE PLAN �` .i, and PROPOSED DUMPSTER ENCLOSURE s 4'd L. K. McLEAN ASSOCIATES, P.C. N 0 �❑ i f" * CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 �. i + PROPOSED SIGN r ,: - ��,, Designed By: MF/CFD scale: AS NOTED Sheet No. o > >°��s 9 0' s(;j P��c� Drawn By: MF Date: FEBRUARY 2016 �i D �f- 7 / PROPOSED LIGHT POLE Approved By: RGD File No. 16029.000 U 12" SIGNAGE FOR ACCESSIBLE PARKING PAVEMENTZSURFACE SCHEDULE GREEN RAM P - 5.0' RAMP SYMBOL SECTION/DESCRIPTION REMARKS BORDER (3/8") AND LETTERING (2" HEIGHT) 011 LANDING .......... TYPE r. De 17 "F7 I DIR`t�4 F 1 6 ASPHALT PAVEMENT REVEAL L 2j" TYPE 3 ASPHALT PAVEMENT 01 DROP CURB 6. 1.5' PROPOSED ASPHALT P "All Ilk! AV' ! Z 6" RCA Ant I IL t\1 IN 1q, PAVEMENT (PARKING WHITE BACKGROUND AND 3/8" MARGIN CONC. leIRZ, LOT) WHEEL U 6" STABILIZED SOIL 18" . STOP (TYP. 4 BLUE INTERNATIONAL 4" (TYP." SYMBOL OF ACCESSIBILITY 4 (TYP. BLUE HYDROSEED AS SPECIFIED m NOTE: -12" (TYP.) . . . . . I,&jjJ I kjjf PAVEMENT GRASSED AREA SIGN HEIGHT SHALL BE SET . . . . . 4"(MIN. MARKINGS . . . . . ) DEPTH OF TOPSOIL (ALL DISTURBED. TO MAKE IT CLEARLY VISIBLE . . . . . . SURFACES NOT TO ALL PEOPLE WITHIN THE (TYP.) . . . . . OTHERWISE PAVED K,41 DRIVER'S SEAT OF ANY . . . . . . III- COMPACTED SUBGRADE II OR PLANTED) VEHICLE 12" 3/8" GREEN BORDER 1 1/2" GREEN LETTERING 6" #1 & #2 SUBANGULAR �� STONE 6" ESSIB WHITE BACKGROUND AND BLUESTONE PARKING C AREA 3/8" MARGIN PROPORTIONS FOR THE COMPACTED SUBGRADE INTERNATIONAL SYMBOL OF C SIGNAGE FOR ACCESSIBLE PARKING. ACCESSIBILITY BROOM FINISH, STEEL TROWEL EDGE N.T.S. GENERAL NOTES: N.T.S. (UNLESS OTHERWISE NOTED) -x-x-'&-' 'X zi x 4" (4000 PSI) CONCRETE W/ 6" x 1. THE DIMENSIONS AND SLOPES PRESENTED IN THE DETAILS ARE THE MINIMUM 6" 6/6 WIRE MESH AT MID-DEPTH CONC. WALK NECESSARY TO COMPLY WITH THE ADA AND DOT STANDARDS. ANY DEVIATION TYPICAL ACCESSIBLE PARKING DETAIL LESS THAN THE MINIMUM WIDTH OR GREATER THAN THE MAXIMUM SLOPE COMPACTED SUBGRADE FROM THESE STANDARDS MUST BE DOCUMENTED WITH THE STANDARDS N.T.S. BEING MET TO THE GREATEST EXTENT PRACTICABLE AND CONSISTENT WITH d < THE MOST CURRENT ADAAG. ROUND DEFORMED 1"0 ANCHOR PIN CURB RAMP NOTES: REBAR (3 REQUIRED) SLEEVE (TYP.) 1. THE MINIMUM WIDTH FOR SIDEWALK CURB RAMPS IS 5'-0'. 4" _6 ---------------------61 2. THE RUNNING SLOPE OF A CURB RAMP SHALL BE 1:20 (5%) MINIMUM EDGE PLANTING BED (4" MIN.I (PREFERRED) AND 1:12 (8.33%) MAXIMUM. DEPTH) TO REMOVE ROOTS & J 4. VEGETATION MULCHED AREAS 3. WHERE THE SLOPE OF THE ROADWAY EXCEEDS 8.33% THE CURB RAMP NOT NECESSARY THAT THE RAMP LENGTH EXCEED 15'-0". LENGTH IS THE LENGTH NECESSARY TO MEET THE EXISTING SIDEWALK. IT IS COMPACTED SUBGRADE 4. THE CROSS SLOPE OF CURB RAMPS SHOULD BE AS FLAT AS POSSIBLE, NOT �10" �-1'-9"--i1�-10" 1'-9"�I�10"� TO EXCEED 1:50 (2%). THE CROSS SLOPE AT MID BLOCK CROSSINGS MAY BE WARPED TO MEET STREET OR HIGHWAY GRADE. SECTION ELEVATION 11, 1�1 ILI 3" SofPad AS MANUFACTURED BY 5. THE VERTICAL ALIGNMENT OF A CURB RAMP, EXCLUDING THE FLARES, SHALL NOTE: 1 41 14, 41 BE PLANAR. GRADE BREAKS SHALL BE FLUSH AND PERPENDICULAR TO THE XGRASS ORR APPROVED EQUAL DIRECTION OF THE RAMP RUN. INSTALL EACH WITH 2-#8 REBAR AT lf%" SofGrass AS MANUFACTURED BY A 3'-0" BURIAL AND TOP FLUSH XGRASS OR APPROVED EQUAL 4" CONCRETE 6. RAMP TRANSITIONS BETWEEN WALKS, LANDINGS, GUTTERS, OR STREETS SHALL WITH TOP OF WHEELSTOP. SIDEWALK PROPOSED BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES (1/4- MAX). SofFill W/ DURAFLO PLAYGROUND 7. WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, FLARED BACKING AS TURF AREAS SIDES WITH ASLOPE OF 10% MAXIMUM, MEASURED PARALLEL TO THE CURB CONCRETE WHEEL STOP DETAIL • LINE, SHALL BE PROVIDED. MANUFACTURED BY (BURKE OR PPROVE MID - BLOCK CROSSING CURB RAMP LANDING NOTES N.T.S..- EQUALS OR APPROVED A. EQUAL)D TYPICALDIMENSIONING 1. LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION OF A 5'-0" BY 5'-0". LANDSCAPE NAIL 2. THE RUNNING AND CROSS SLOPES ON LANDINGS AT INTERSECTIONS IS 1:50 4" RCA N.T.S. (2%) MAXIMUM.THE RUNNING AND CROSS SLOPES AT MID BLOCK 2 B.C. (BOTTOM OF CURB) COMPACTED SUBGRADE CROSSINGS MAY BE WARPED TO MEET STREET OR HIGHWAY GRADE. LIQUID AC JOINT . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . SYNTHETIC GRASS . . . . . . . . . . . . . . . . . . . . . A/C JOINT SEAL, 1j" TYPE 6 611 ILL(AS CHOSEN BY THE TOWN) ASPHALT INF MIN. 3" WIDE 14" TYPE 6 18" HALT PAVEMENT . . . . . . . . . . . . . . . . . . . . . .0, SAWCUT ASPHALT PAVEMENT 2" DEPTH FINISHING STONE #50 BAR CONTINUOUS . . . . . . . . . . . . . . . . . . . . PROPOSED ARTIFICIAL . . . . . . . . . . . . . . . . . . 2j" TYPE 3 ASPHALT PAVEMENT BETWEEN JOINTS 3" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6" DEPTH STONE BASE DRAINAGE TURF 2j" TYPE 3 ASPHALT PAVEMENT AGGREGATE . . . . . . . . . . . . . CONCRETE TO BE 4,000 691 RCA . . . . . . . . . . . . . . . . . . . . . EXISTING PAVEMENT P.S.I. AT 28 DAYS. PROVIDE 6 RCA XPANSION JOINTS AT 20'-0" COMPACTED SUBGRADE " E O.C. (MAX.) WITH 1/2" 0 6" STABILIZED SOIL BITUMINOUS JOINTS TACK COAT BITUMINOUS I 1= ACRYLIC TOP SURFACE Cn MATERIAL "A" CUTBACK III 11-11 = SEE PROPOSED ASPHALT NOTES: 0 4� 1. CONCRETE SHALL BE A MONOLITHIC POUR AND TO BE PAVEMENT ABOVE FOR BASE Q) CURED IN 14 DAYS (MINIMUM) BEFORE ROADWAY PAVING ACRYLIC ASPHALT SURFACE SYSTEM PROPOSED ACRYLIC CAN BEGIN. ONE (1) APPLICATION OF ACRYLIC COLOR TOP SURFACE 2. MAINTAIN GUTTER GRADE RELATIONSHIP TO q OF ROAD. FINISH COURSE (TENNIS COURTS) co FULL DEPTH PAVEMENT TERMINATION SEE STANDARD ROAD SECTION. TWO (2) APPLICATION OF ACRYLIC COLOR TEXTURE COURSE DETAIL I 1 11 J I 1 1-1 11- ONE (1) APPLICATION OF ACRYLIC N.T.S. CONCRETE CURB DETAIL RESURFACER COURSE LEI N.T.S. LL 0 POST CAP CD 0 CHAIN LINK FABRIC, CHAIN LINK FABRIC N 0-) CORNER POST ROUND END & (TOP SELVAGE 6 GAUGE CORE FENCE NOTES: 0 2.875" O.D. KNUCKLED) 2" MESH 1. CONCRETE FOR CURB AND POST FOUNDATIONS SHALL BE 4,000 P.S.I. 28 DAY STRENGTH cn - - - -- - - - - -- - - - I LINE POST 2. WHERE "NO CURB" IS SPECIFIED PROVIDE COIL SPRING WIRE 2.375" O.D. 6" ABOVE BOTTOM OF WIRE. 1.66" (1 5/8") OD BRACE RAIL 3. VINYL CLAD FABRIC SHALL HAVE PVC COATING ACCORDING TO FEDERAL SPEC. RRF 191B 1R TYPE IV CLASS 1A THERMAL 4- EXTRUSION METHOD 0.22 MILS OF PVC OVER GALVANIZED u - r CORE WITH 0.40 OZ/FT ZINC. COLOR SHALL BE BLACK. 0 4. VINYL CLAD POST, BRACES, GATE FRAMES AND ACCESSORIES 2'x3' TACTILE DETECTABLE E C E W1 E 0 SAME SPEC AS FABRIC. WARNING SURFACE FOR THE BOTTOM SELVAGE VISUALLY IMPAIRED (SAFE-STEP MAR 15 2016 (n HOG RING 5. VINYL CLAD FENCE: CORNER AND END POST SHALL BE SS-40 0" REVEAL OR APPROVED EQUAL TILES) (D (TYP.) #7 GAUGE 2.875" O.D. WEIGHING 4.64 LBS/LF VINYL CLAD. I- Southod Lj_ TENSION WIRE LINE POST TIE 6. VINYL CLAD FENCE: LINE POST SHALL BE SS-40 PIPE 2.375" 66" 12 Plannin:g Board O.D. WEIGHING 4.64 LBS/LF VINYL CLAD. , 111 DATE BY DESCRIPTION APPROV. BY Cn 1 (D 7. VINYL CLAD FENCE: POST CAPS SHALL BE GALVANIZED STEEL 1 1 10 Ii r ) I-' VINYL CLAD. I�11-1 MIN REVISIONS 0 0 0 8. TOP AND BOTTOM TENSION WIRE SHALL BE NO. 7 GAUGE 9300 ROUTE 25, LAUREL N.Y. 11948 TURN BUCKLE Q CONCRETE ATTACHED WITH 12-1/2 GAUGE HOG RINGS AT 12" O.C.. FLUSH, SMOOTH FOOTING (TYP.) ALL WIRE SHALL CONFORM TO LATEST ASTM DESIGNATION A641 NOTES TRANSITION SUFFOLK COUNTY 0 TENSION BAR ADJUSTABLE TRUSS ROD CLASS 3 REQUIREMENTS. 1. SEE GENERAL PLANS FOR TYPE AND LOCATION OF I., L , PORTS EAST RECREATION CLUB E (-D SIDEWALK RAMPS. 6P1 n 9. FABRIC TIES FOR POSTS SHALL BE NO. 6 GAUGE ALUMINUM Ln I:.° I I 1 AND SPACED VERTICALLY AT V-2" O.C. MAX. 2. WHEN CONCRETE, THE ENTIRE RAMP SURFACE SHALL BE TEXTURED TO T 0' SPACING (MAX) 0 -0 j 10. INSTALL GATES AS SPECIFIED BY THE FENCING MANUFACTURER. PRODUCE UNIFORM STRIATIONS 3/16" TO 1/4" WIDE, BY 1/4" DEEP NE 0 VJ ON 3/4" TO 1" CENTERS. THEY SHALL BE PERPENDICULAR TO THE SITE DETAILS L '21 1J A 11. CENTER UPRIGHT REQUIRED ON GATE LEAVES 8P-O" & WIDER. CENTER LINE OF THE RAMP. THE CAPABILITY TO PRODUCE AN ACCEPTABLE TEXTURE SHALL BE DEMONSTRATED TO THE ENGINEER Q0 E 12. GATE HINGES SHALL BE DESIGNED TO PROVIDE A FULL 180 PRIOR TO INSTALLATION. - \1/ L. K. McLEAN ASSOCIATES, P.C. 0 FENCE SECTION ELEVATION 10"0 NORMAL; DEGREE SWING. cc CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N 0 12" @ CORNERS SIDEWALK CURB RAMP DETAIL (CONCRETE) "Cl-I 13. GATE SHALL BE PROVIDED WITH A DOUBLE GATE LATCH WITH N.T.S. Designed By: MF/CFD Scale: AS NOTED Sheet No. CYPHER LOCK. :3 5 0 6 ' BLACK VINYL COATED CHAIN LINK FENCE CSS-, �X_ Drawn By: MF Date: MAY 2015 0 > N.T.S. C5 Approved 9y: RGD File No. 16029.000 75" 30" 36 R=40" I 24 00 N N Nco co00 c 0": SIGN TEXT DATA TABLE SIZE OF SIGN COLOR OF p o " C° DESCRIPTION TEXT L X H MUTCD NO. MOUNTING N " " 12 ( ) BKGRND. LEGEND 12 12 32" -- STOP SIGN Q ° 30"x30" R1-1 RED WHITE G.M. Ary ONLY S.P. 12" R=28" 12 N RED 12" Ir- DO NOT ENTER 30"x30" R5-1 WHITE CIRCLE S.P. RIGHT TURNING ARROW ARROW CROSSWALK (WHITE) WHITE N LETTERS WH ITE WH ITE N.T.S. _ 12" (TYP.) N.T.S. N.T.S. 3" SPACE RIGHT TURN ONLY 36"x3O" R3-5R WHITE BLACK G.M.. 3'-0" (TYP.) ONLY NOTES: EAST 4„ TEXT 45• P r ,r 24" (TYP.) -xv<mr 2" SPACE EAST EAST 1. ALL PAVEMENT MARKINGS SHALL BE IN 7iN BOUND 4" TEXT BOUNDONLY EXT 24"x30" (CUSTOM) WHITE BLACK G.M. ACCORDANCE WITH THE FEDERAL MANUAL ON S.P. UNIFORM TRAFFIC CONTROL DEVICES & THE NEW 2 SPACE CROSSHATCHING STO P LINE YORK STATE SUPPLEMENT TO THE FEDERAL EXIT :14 TEXT ONE oNE G.M. WH ITE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 3" SPACE WAY WAY 18 x30 (CUSTOM) WHITE BLACK S.P. (WHITE) SEE NOTE 2 N.T.S. N.T.S. 0, C14 MOUNTING LEGEND PAVEMENT MARKING DETAILS G.M. — GROUND MOUNTED N.T.S. S.P. — SINGLE POST � 3'? SPACE D.P. — DOUBLE POST 4" TEXT ONE o�-- 00 2" SPACE `n WAY " I 4 TEXT 0 3" SPACE,-[ U of CUSTOM SIGN PANEL DETAILS o J.T.S. N O (MOUNTED ON SAME POST) 1-11 cn ., C) E. 0 FRF �AR 1 5 2016 7 Soulho;_ ov�'n Planning Soar 0 DATE BY DESCRIPTION APPROV. BY o REVISIONS O O 9300 ROUTE 25, LAUREL N.Y. 11948 N SUFFOLK COUNTY O E co t N i SPORTS EAST RECREATION CLUB O -0 0 ®F TRAFFIC DETAILS Q0 C- ON L. K. McLEAN ASSOCIATES, P.C. S i CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 C Designed By: MF/CFD Scale: AS NOTED Sheet No. 9CF Drawn By: M F Date: MAY 2015 C G U Approved By: RGD File No. 16029.000 V k J '4 S33* 28' 25.97"E J 11 , 1652.84' RIM ELEV =21.00 l I I 1 \ r �- I \ �a \ PIPE INV.--,PIPE INV. RIM ELEV. = 17.80-" 8.00 2'1.51 0) PIPE IPtANV'_PPE INV. 25_ =1 8. 1 8.35 1 8.'l 5/ W W RIM ELEV \ 2.0% is 1 1 -1- =22.2.3 -L---1.7X N 17.1 PJPE INV,':, V, r r A Vo \ °L� ft�rt =LZ60 7( PROPOSED G. ------ F.G. SANITARY SYSTEM F.G. 25.69 25.20 "'�5.20 7 1 8.0f < F . = P1 PIPE INV.25.00 RIM ELEV : =22-.32 0 0 RIM ELEV. 0 =23.71 Z' 0 0 F.G. to f PIPE INV. :11PE INV. RIM 1 ELEV.C*4 17.72 P NV. 25.26 17.70 'PIP ti =22.74 LO 27 PIPE I 20.00 - =17.82 r J6 N NV. C3 F I : 2 ------FTPE- INV. =18.00 L0 x x -00 19.25 C� 25 RIM ELEV.EV. (0 RIM ELEY. 23.47\-7 =22.14 'Ne =22.9 C 91-il PIPE !NV. 77 7 / / / / =1 7 8.1 OA, Zo N =22.48 Lr; S -21 .0 'Ne RIM ELEV. =22.51 PIPE INV. 04. =22.25 \ \"� rim PE INV. RIM ELEV. DRAINA`Gf� SYSTEM PIPE INV. =25.39 O-Ae =21.60 00 #1 LO -28 ,-' \ 0 PROPOSED BUILDING PIPE INV. jp� I I �LEV. PIPE 1 ---7:19.10 !4.82- 0A. 441% PIPE 1 =12 5 -=21.48 PE RIM ELE =21"7'0 =25.16 I f RIM ELEV. `,' � j1",�� � , J� PIPE INV. =71.48, PIPE INV. 0-A, zm_27.57_ �=211.28 C.1 #2 0 ►\' ,l"� 26 \�o 4 DRAINAGE 'SYSTEM 1.47 RIM EL e PIP INV. =25.47 PIPE INV. Z 1.38 F.G. = PIPE INV. f =23.15 Z z Z_Z_Z� i� 1/ 24.44 -*0 41)�b I =17.70 1. ro IN, lilid INV. I � c :1i RI LEV. �Q DER PIPE INV. 22.50 26.86 F.G. ROOF LEA 4 =17 70 27.74 (TYP.) =26.2 k, RIM ELEV. V C, L =2,5.ZU I .0,6e RIM ELEV. =27.33 PIPE INV. INV. 0 / PIPE INV. PIPE I PIPE PIPE INV. \�:, F.G. =23.83 /-=22.60 20 6po..-I "I - ) =17.80 28.50 - -ke F.0 F.G. - =22.70 --------- - ----------- ------- ------ ---------------- - ------------- ------ F.G. - RIM ELEV =17.90 \� "A �° 1 / _. fY ar r =20.5b 28.991 PIPF INV PIPE INV. =22.99 0 50)1 16.5 RIM ELEV. ELEV. 17.60, PIPE INV. &�= RIM E L _0� DRAINAGE I=25.24 F.G SYSTEM #3 28.50 PIPE IN 'RIM ELEV. NO-. 31 PIPE INV. =23.43 LOCATION x 2 30'1 % \ /._... ELEV. my CV =27.70 ti9 MN in n' RIM ELEV. C4 -RIM ELEV. PIPE INV. =27.98 -28-1 =27.65 =24.1 0 PIPE INV. =23.80 -L \ x , r. -7- 7 F 7 0 ­vl­\--y y n \ 'J \ N33' 28' 25.94"W 1487.19' T SITE PLAN SCALE: 1"=50' 0 50 100 L i Feet u Li-I LEGEND: REQUIRED DRAINAGE CALCULATIONS: PROPOSED DRAINAGE CALCULATIONS: LL_ AREA 1 AREA 7 AREA 10 AREA 14 SYSTEM 1 r-) IMPERVIOUS (ROOF) = 41,250 SF (Q=ACI) IMPERVIOUS (ASPHALT) = 12,167 SF (Q=ACI) IMPERVIOUS (ASPHALT) = 11,100 SF (Q=ACI) IMPERVIOUS (ASPHALT) = 1,717 SF (Q=ACI) INCLUDE AREA (11 & 3) 0 10 PROPOSED CONTOUR CW=(41,250 X 1)= 41,250 CW=(12,167 X 1.0)= 12,167 CF CW=(11,100 X 1.0)= 11,100 CIF CW=(1.717 X 1.0)= 1,717 CF 7,273.88 CF REQUIRED 0 41,250 X 2"/12" (RAINFALL)= 7,013 CF 12,167 X 2-/12- (RAINFALL)= 2,068.39 CF 11,100 X 2-/12- (RAINFALL)= 1,887 CIF 1,717 X 2-/12' (RAINFALL)= 291.9 CIF 10'0 DRYWELL= 7,827,75 CF/68.42 CF/VF= 1,114.41 VF 0 EXISTING CONTOUR IMPERVIOUS (CONC. WALKS) = 1,056 SF (Q=ACI) IMPERVIOUS (CONC. WALKS) := 1,020 SF (Q=ACI) TOTAL STORAGE REQUIRED = 291.9 CIF PROVIDE: (11)100 LEACHING STRUCTURES 010' EFF. DEPTH Qj AREA 2 CW=(1,056 X 1.0)= 1,056 CF CW=(1,020 X 1.0)= 1,020 CF -E- PROPOSED U.G. ELEC. SERVICE IMPERVIOUS (ROOF) = 41,250 SF (Q=ACI) 1,056 X 2"/12- (RAINFALL)= 179.52 CIF 1,020 X 2-/12- (RAINFALL)= 173.40 CIF AREA 15 SYSTEM 2 0 CW=(41,250 X 1)= 41,250 PERVIOUS (MULCH) = 950 SF (Q=ACI) PERVIOUS (MULCH) = 574 S;F (Q=ACI) IMPERVIOUS (ASPHALT) = 2,570 SF (Q=ACI) INCLUDE AREA (2, 4 & 5) (_0 41,250 X 2"/12- (RAINFALL)= 7,013 CF CW=(950 X 0.2)= 190 CF CW=(574 X 0.2)= 114.8 CIF CW=(3,570 X 1.0)= 3,570 CIF 3,780 CIF REQUIRED 7- -F-s- PROPOSED 4" FIRE WATER SERVICE 36,000 X 2-/12- (RAINFALL)= 606,9 CIF 10'0 DRYWELL= 9,077.05 CF/68.42 CF/VF= 132.67 VF AREA 3 190 X 2"/12" (RAINFALL)= 32.3 CIF 114.8 X 2-/12- (RAINFALL)= 19.52 CIF PERVIOUS (MULCH) = 4,803 SF (Q=ACI) TOTAL STORAGE REQUIRED = 606.9 CF PROVIDE: (13)100 LEACHING STRUCTURES @10' EFF. DEPTH PERVIOUS (ARTIFICIAL TURF) = 1,085 SF (Q=ACI) PERVIOUS (ARTIFICIAL TURF) = 1,902 SF (Q=ACI) PROPOSED 2" DOMESTIC WATER SERVICE CW=(4,803 X 0.2)= 960.6 CW=(1,085 X 0.98)= 1,063.3 CIF CW=(1,902 X 0.98)= 1,863.96 CF AREA 16 SYSTEM 3 1,06,3_3 X 2"/12" (RAINFALL)= 180.76 C 1,863,96 X 2"/12" (RAINFALL)= 316.87 C IMPERVIOUS (ASPHALT) = 2,749 SF (Q=ACI) INCLUDE AREA (6 & 7) 0 PROPOSED 1 "X12" FLAT PIPE 960.6 X 2"/12" (RAINFALL)= 163.30 CF TOTAL STORAGE REQUIRED = 2,460.97 CIF TOTAL STORAGE REQUIRED = 2,396.79 CIF CW=(2,749 X 1.0)= 2,749 CF 4,662.62 CIF REQUIRED r PERVIOUS (J" STONE) = 9,967 SF (Q=ACI)CW=(9,967 X 0.3)= 2,990.1 AREA 8 AREA11 2,749 X 2"/12- (RAINFALL)= 467.33 CIF 10'0 DRYWELL= 4,662.62 CF/68.42 CFZVF= 68.14 VF 4_1 PROPOSED 8" HDPE PIPE 2,990.1 X 2-/12" (RAINFALL)= 508.31 CIF IMPERVIOUS (ASPHALT) = 615 SF (Q=ACI) IMPERVIOUS (ASPHALT) = 36,000 SF (Q=ACI) IMPERVIOUS (CONC. WALKS) = 35 SF (Q=ACI) PROVIDE: (7)100 LEACHING STRUCTURES @10' EFF. DEPTH ECh " E5, u IMPERVIOUS (CONC. WALKS) = 842 SF (Q=ACI) CW=(615 X 1.0)= 615 CIF CW=(36,000 X 1.0)= 36,000 CIF CW=(35 X 1.0)= 35 CIF 0 CW=(842 X 1.0)= 842 CIF 615 X 2" 12" (RAINFALL)= 104.55 CIF 36,000 X 2"/12" (RAINFALL)= 6,120 CIF 35 X 2-/12- (RAINFALL)= 5.95 CIF SYSTEM 4 4� PROPOSED 8" ADS DRAIN PIPE INCLUDE AREA (9 & 10) 15 2 C_ RD- 842 X 2-Z12- (RAINFALL)= 143.14 CF PERVIOUS (MULCH) = 2,480 SF (Q=ACI) TOTAL STORAGE REQUIRED 6,120 CF PERVIOUS (MULCH) = 1,236 SF (Q=ACI) 0 (ROOF DRAIN) TOTAL STORAGE REQUIRED = 814.75 CF CW=(2,480 X 0.2)= 196 CIF CW=(1,236 X 0.2)= 247.2 CIF 4,662.62 CIF REQUIRED u 496 X 2"/12" (RAINFALL) 84-32 CF AREA 12 247.2 X 2"/12- (RAINFALL)= 42.02 CF 10'0 DRYWELL= 4,506.93 CF/68.42 CF/VF= 65.88 VF Southo!d Town AREA 4 IMPERVIOUS (CONC. WALKS) 35 SF (Q=ACI) TOTAL STORAGE REQUIRED = 515.30 CIF PROVIDE: (7)100 LEACHING STRUCTURES @10' EFF. DEPTH PROPOSED 12" ADS DRAIN PIPE TOTAL STORAGE REQUIRED 188.87 CIF Planning Board PERVIOUS (MULCH) = 7,11 SF (Q=ACI) CW=(35 X 1.0)= 35 CIF CW=(7,117 X 0.2)= 1,423.4 AREA 9 35 X 2-/12- (RAINFALL)= 5.95 CIF AREA 17 SYSTEM 5 o PROPOSED 10'0 DRAINAGE LEACHING 1,423.4 X 2" 12" (RAINFALL)= 241.98 CIF IMPERVIOUS (ASPHALT) = 11,178 SF (Q=ACI) PERVIOUS (MULCH) = 12,621 SF (Q=ACI) IMPERVIOUS (ASPHALT) 5,561 SF (Q=ACI) INCLUDE AREA (111, 12, 13, 16 & 17) c- POOL W/ 12" ADS PIPE & COVER TO GRADE PERVIOUS (J" STONE) = 23,973 SF (Q=ACI) CW=(11,178 X 1.0)= 11,178 CIF CW=(12,621 X 0.2)= 2,524.2 CIF CW=(5,561 X 1.0)= 5,561 CF 12,293.84 CF REQUIRED CW=(23,937 X 0.3)= 7,191.9 11p178 X 2-/12" (RAINFALL)= 1,900.26 CF 2,524.2 X 2"/12'p (RAINFALL)= 429.11 CF 5,561 X 2"/12" (RAINFALL)= 94,5_37 CIF 10'0 DRYWELL= 12,293.84 CF/68.42 CF/VF= 179.68 VF 3/14/16 MF REVISED GRADING & DRAINAGE CFD TOTAL STORAGE REQUIRED 945.37 CF PROVIDE: (18)100 LEACHING STRUCTURES @10P EFF. DEPTH Q) PROPOSED 100 DRAINAGE LEACHING 7,191.9 X 2-/12- (RAINFALL)= 1,222.62 CIF IMPERVIOUS (CONC. WALKS) = 884 SF (Q=ACI) PERVIOUS (ARTIFICIAL TURF) = 23,200 SF (Q=ACI) DATE BY DESCRIPTION APPROV. BY r-) POOL W/ 12" ADS PIPE (DOES NOT DAYLIGHT) IMPERVIOUS (CONC. WALKS & PAD) = 3,689 SF (Q=ACI) CW=(884 X 1.0)= 884 CIF CW=(23,200 X 0.98)= 2.273.6 CF SYSTEM 6 / CW=(3,689 X 1.0)= 3,689 CIF 884 X 2-/12" (RAINFALL)= 150.28 CF 2,273.6 X 2"Z12" (RAINFALL)= 3,865,112 CF INCLUDE AREA (14 & 15) REVISIONS 0 3,689 X 2-112" (RAINFALL)= 627.13 CF PERVIOUS (MULCH) = 2,062 SF (Q=ACI) TOTAL STORAGE REQUIRED = 2,396.79 CIF 898.88 CIF REQUIRED 0 jal PROPOSED CATCH BASIN TOTAL STORAGE REQUIRED = 2,009.73 CF CW=(2,062 X 0.2)= 350.54 CF 10'0 DRYWELL= 898.8 CF/68,42 CFZYF= 13,113 VF 9300 ROUTE 25, LAUREL N.Y. 11948 0 190 X 2"/12" (RAINFALL)= 59.6 CIF AREA 13 PROVIDE: (2)100 LEACHING STRUCTURES 010' EFF. DEPTH -1.00% PROPOSED GRADE SLOPE AREA 5 TOTAL STORAGE REQUIRED 2,110.14 CIF PERVIOUS (ARTIFICIAL TURF)= 64,344 SF (TOTAL AREA) SUFFOLK COUNTY --64,344 X 2 /12 (RAINFALL)= 10,938.48 CIF PERVIOUS (J" STONE) = 1,065 SF (Q=ACI) SYSTEM 7 0 CW=(1,065 X 0.3)= 319.5 STORAGE IN 8" BASE STONE LAYER INCLUDE AREA (8) E (D n 319.5 X 2-/12" (RAINFALL)= 54.32 CIF 64,344 X .67 = 43,110.48 CF 188.87 CF REQUIRED SPORTS EAST RECREATION CLUB ABBREVIATIONS:. 43,110.48 X .2(20% STORAGE IN STONE) = 8,622.10 CIF 10'0 DRYWELL= 188.87 CF/68.42 CF/VF= 2.76 VF AREA 6 10,938.48 8,622.10 = 2,316.38 CIF PROVIDE: (1)100 LEACHING STRUCTURES @4' EFF. DEPTH CD F.G. = FINISHED GRADE IMPERVIOUS (ASPHALT) = 11,702 SF (Q=ACI) CW=(11,702 X 1.0)= 11,702 CF 0 INV. = INVERT GRADING & DRAINAGE PLAN ELEV. ELEVAITON 11,702 X 2-/12" (RAINFALL)= 1,990 CIF NIF -IMPERVIOUS (CONC. WALKS) = 845 SF (Q=ACI) (.D C- 0 CW=(845 X 1.0)= 845 CF 845 X 2"/12" (RAINFALL)= 143.65 CIF L. K. McLEAN ASSOCIATES, P.C. 0 N 0 PERVIOUS (MULCH) = 2,000 SF (Q=ACI) CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 CW=(2,000 X 0.2)= 400 CIF cc 400 X 2"/12" (RAINFALL)= 68 CIF Sheet Na. Designed By: MF/CFD Scale: AS NOTED TOTAL STORAGE REQUIRED = 2,201.65 CIF r �, / Drawn By: IVIF Date: FEBRUARY 2016 > / SS" Approved By: RGD File No. 16029.000 C7 u CAST IRON CURB INLET FRAME & GRATE AS MANUFACTURED BY LONG ISLAND PRECAST OR APPROVED EQUAL FINISHED GRADE ROOF LEADER ASPHALT PAVEMENT TRANSITION CAST IRON CLEANOUT "T" -4 BRANCH WITH BRASS OR BRONZE THREADED PLUG d a - 8., 4" CAST IRON PIPE 1% MIN. PITCH_ GRADE 2'-6d „ a MIN. (3) #5 REBAR 0 5" O.C. ° Vd F -j -- - 6X6 6&6 W.W.F z d (OR APPROVED I 12 DIA. EQUAL REBAR) d 4' 8" ADS I m in ADS PIPE (4) #5 REBAR 0 11Y2" O.C. f� SLOPE @ 1 m ( =1 ROOF LEADER DOWNFALL DETAIL J CRUSHED (2) #5 REBAR ® 2 1/2" O.C. Q N.T.S. STONE d L- - g' .a tr Q HUN o 0 0 (3) #5 REBAR00 g" d PLAN VIEW -oft 1'-11" 1'-6" 1'-1 1" [- 24' PLAN VIEW SECTION C-C 4' X4' CURB INLET- CATCH BASIN TOP 6" SLAB DETAIL T 1- ---] 1 NOTES: N.T.S. 1. ALL CONCRETE TO BE 4,000 P.S.I. @ 28 DAYS PRECAST BOX AS SECTION MANUFACTURED BY LONG ISLAND PRECAST OR APPROVED EQUAL. 2. PROVIDE PIPE OPENINGS AS REQUIRED. NOTES: 3. MANHOLE TO SUPPORT AASHTO H-20 TRAFFIC LOADING. PLAN 4. WELDED WIRE MESH ASTM A185. 1, MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR 35B SPECIFICATIONS 5. REBAR ASTM A615 GRADE 60. 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY 6. ADDITIONAL INLETS TO BE SPACED 5' APART. LOADING 5„ 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND �/ PRECAST OR APPROVED EQUAL. 4' X 4 CURB INLET- CATCH BASIN 24" 0 HEAVY DUTY FRAME & COVER N.T.S. N.T.S. 21 30" 36" 3/4" DRAINAGE NOTES 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 I ( _ Y„ 2. ALL CONCRETE TO BE 4000PSI © 28 DAYS 7 3�4„ 2 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE PROPOSED MANHOLE PLAN SECTION CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL AS DETAILED GRADE -- GRADE AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN AND SHALLOW DOME UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE ENGINEER d O WITH FENCES, BARRICADES OTHER APPROVED METHODS. NO DIRECTco PAYMENT WILL BE MADE 12" DIA. ADS PIPE 1 NOTES: 0 5. INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED BY 6�� ® ® ® ® ® ® ® 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 306 OR THE ENGINEER. 35B SPECIFICATIONS ® ® VEEQ 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY 6. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING. SEE REINFORCEMENT LOADING o ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE BLOCK, NOTE 1 ® ® ® ® ® ® 8" 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND BRICK, AND/OR 1.2 MORTAR MIX. _ o PRECAST OR APPROVED EQUAL. SHEET PILING AS M-4 ® ® ® ® .0' (TYP. „ 7. USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS REQUIRED 4 Q UNLESS OTHERWISE NOTED. 4 ® ® ® ® ® ® ® o U 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING EXCAVATE AND BACKFILL 3 ® ® ® ® ® ® ® ~o SECTION DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE FEET AROUND AND BELOW z Q GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND LEACHING RINGS WITH ® ® ® SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF SUITABLE POROUS MATERIAL U) TITLE 29 CODE OF FEDERAL REGULATIONS, FART 1926, SAFETY AND AS APPROVED BY THE ® ® ® ® o HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT ENGINEER. ® ® ® ® uiO " X 48 " FLAT CURB INLET DETAIL PAYMENT WILL BE MADE FOR THIS OPERATION. O N.T.S. N 9. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3 . N REINFORCEMENT NOTEL ® ® ® ® J 1. STEEL REINFORCED ON LEACHING SECTIONS WELDED WIRE FABRIC ® ® ® z 6"x12"#6x#8. ® ® ® o 2. STEEL REINFORCING ON CONE SECTION 12-#2 VERT., 1-#3 TOP, 1-# ® ® BOTTOM. DOME WALL REINFORCEMENT: ) u 12 2 VERT. (1) TOP LOOP ® ® (1) #4 BOTTOM Loop MAR 1 5 2016 o U DOME TOP REINFORCEMENT: Southold Town #4 @6" O/C B/W (OR EQUIV. (D WWM) � Planning Board 10 0 LEACHING POOL O J J MANHOLE NOTES: O� 1. ALL CONCRETE TO BE 4,000 P.S.I. @ 28 DAYS PRECAST BOX AS a Y w 3/14/16 MF REVISED DRAINAGE DETAILS CFD �- MANUFACTURED BY LONG ISLAND PRECAST OR APPROVED EQUAL. v ~ 2. PROVIDE PIPE OPENINGS AS REQUIRED. o m DATE BY DESCRIPTION APPROV. BY 0 3. MANHOLE TO SUPPORT AASHTO H-20 TRAFFIC LOADING. REVISIONS 4. WELDED WIRE MESH ASTM A185. 0 5. REBAR ASTM A615 GRADE 60. 9300 ROUTE 25, LAUREL N.Y. 11948 IF 10 ' - 0 " s� LEACHING CATCH BASIN DETAIL ` SUFFOLK COUNTY N ^° `,> N.T.S. ^' SPORTS EAST RECREATION CLUB �-o � N 0 of NEDRAINAGE DETAILS gNd G N L. K. McLEAN ASSOCIATES, P.C. N 0 � °, �� ��� W CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Designed By: MF CFD Scale: AS NOTED Sheet No./ o `40�cgg;Oc:��' . Drawn By: MF Date: FEBRUARY 2016 j 8 U Approved By: RGD File No.16029.000 t " I -` - AMENDED MAP OF MATTITUCK PARK ` 'j ,y, SECTION 144 ` SECTION 143 SECTION 144 SECTION 144 SECTION 144 BLOT 81 SECTION 144 BLOCK 1 LOT 1 BLOCK 'I BLOCK 1 LOT 9 SECTION 143 BLOCK 1 SECTION 143 SECTION 144 SECTION 144 SECTION 144 BLOCK 1 SECTION 144 SECTION 143 I BLOCK 1 LOT 5 I LOT 4.1 I BLOCKION L143 OT 6 I BLOCKI 1 LOT 7 I BLOCK 143 LOT 8 LOCK 143 LOT 9 I BLOCK 1 LOT 10 ( BLOCK SECTION ILOT OWNER:REPUTED OWNER: I BLOCK 1 LOT 2 BLOCK 1 LOT 3 BLOCK 1 LOT 4 LOT 5.2 I BLOCK 1 LOT 6.2 I LOT 7 I REPUTED REPUTED OWNER: �t BLOCK 1 LOT 1 OWNER: REPUTED OWNER: REPUTED REPUTED OWNER: J. MORENO REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED REPUTED OWNER: REPUTED JAMES &, ELIZABETH CASSIDY OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: k'-' ,_, FELIX AND OWNER: OWNER: VERA '• SECTION 144 `� MAY &EDTONYNNC. I DEBRA TIM; ONE I MARGARET I ALFRED CILETTI JR. I ABRAHAM GARCIA & I JAMES HINES DOREEN SIDOR I SOHRI OVALANTISNA ( MARY BERNINGER '' _ I MARGAREr TONER MARY FETZKO `" I LINDA MULE I HOPE I J. SARNO ELIZABETH I TAHENY P m `��. . a" BLOCK 1 LOT 10 SHARON RODRIGUEZ CITTI F 1 • NOONE `° t�.---. � .�. i HERGRUETER e s,`" ,,-,� tti �>., - REPUTED OWNER: t I ,. _ „. ;/ i' F ,;f :: ca r' " ,,,,` �` PAUL RENNER & ,Y` i � : ... _t_, • , . 1y' Y-�,; ': r I; ". MAUREEN ROCHE ` 1 S33' 28' 25.97"E - F 3 3 _< I / / \ ,a �- �� I \ 11 * s. i ) / ,. / / ' \ 1J \ I l J _-/ZO I?- / - - - / / } \14� \ N �? �O J . / / \ CJ ) \ N \ CP \ o (O � � / / J \ ; // 11v / \ W n� r .. .. .. ... .. ... .. .. .. ... V i o . <. .,<.... . .. ........;. ..;:::::::.::::.:,::. ..:. ....:,..,. :.. .. ..::. { ....;:: . .:......:..... .. ... .. .... .... ... . . .. ... 1 ✓ _- N , I 6 , 'i% I r r r' N N \ ... . ,, r r ,. . . ':.. ,. >: %icy - Dc` 7 0 0 ; I...; ;.;:. i, J N \ "t. .. . �,:: PROPOSED SANITARY SYSTEM c�� , y N w O I I ,. �::._;%:»...<;.. �` a SEE EN T ""�''4:' �.:: LARGED SANI ARY o _. . cL ,:: .y' • .'may. i` k _ a EP. I' O" PLAN TH �'•�.` xf IS SHEET 2 e 1 ••F I to k h 2%r `.I S:F;:1c::i:cX:�.: , r . , w r F' r . 1n - /� 1 , t 1 I �r'rr I :: / T' }}�� :•4 J11 W m .. :;.; .:: / 5 s F P r -,.� T'. ?.:1 '1 a 1 F F 1` 1. A r , 3' S \ 'V l 1l `� t' F' w s P 1�, 1 ., a n •. •E k' t. L 2.'L' F 14 X' X . y A. w . r , r j.` .. .. �/{ . , ✓. . / _ is-,'' :>>G. 9 a D'. �: , . :. , }. � .,�/ r I� r F. P p- r . 1.r 2 « .t. Fp f ` o-a 11" 11" .. , ..., f .. .).....:z. ... .... { k r .. . U .. .. 3 P IS to .. .. .. �_ r .. .. \ .r `. f:.. P' k EP.': j =•E k T {' , x .FA :::.�.;•. ;:; �... 00 ... ...... 55 r . fl...,..,..... `ram;:::;::;' \ S , ,i N ....:: . . ..:. :::...:: ..:::.:r;:;:>.Ll . . �..:.::: w ��, : .%... :; 1 .. .. a7 ..., .. !'Y x fi ... 1 .. X. FA ... .. gg '" \ 1 " ti :' , ^ '.. l b .a 1/ I 1•;. 1.: 4 E + 7 :r:;.::::..;..., I,I •F , .. r .,,�1 li F+ .F ,.., -.. , A �!n I, W­.- PROPOSED BUILDINGA , 0 Y rt' .1� '4, O TAX LOT 8 9 } S T . , e� r N40 31 34.06E r F ... ... ... k7 ,,.... .\. N,' / 1STY 8 500 F � `� s. ' \ •.X1 2 '�....... . F.F. ELEV.-27.0 �:', _ :'- } ,�A, it 1 \ 600.96 ItL • r, ro } REPUTED OWNER: MEGA STYLE LLC r Y`1:;° 11 .. {' 1 g a 3' it f ��...�:is F.. 4. k / ' .. _",moo �_ /I , F T 2 r :': . \ ti 2'• t. . x ti w : ;.�'iX;zzi:: Ya +.a �f d F e a \ E. k 7 1 2" °,•2 ( i , 1 2.... w A •I a t 1. x11, ;v r r k III �: . .. a _, a ,.. >>.,: r FP. 1 1 3 P - - tt 2 *E. k 2'' 1 7 F X ti. 2 A" � t 1 fi i 1 r R '!� a , r • , . :.:.....r:n;.�: •. :.::: :::: .W ,4.,, ; I I Will Hill .. .. ... w ...2 „ >, - .. .. .. Y .Rl 'F.. .. . .. .. .. .. . R;�- F.n':' I 7` I ... h } "' ... a .. .. .. .. .. } j,r'r w ,. , 7 r \ . ' )'f 1> .. .. .. .. .. .. .. ... +.. 3 .•_ � :, aid{ H Y ,, : 1 �� rf .. r. r. .. .... '{. r > .. .. T .. .. .,. .. .. <. ..<. .. ...r , .. , , - f p, \:. P ) S e a r y E ., h a.. k ... ..7 .. .. ... ., P `^ \� w E T ; I .. .. .. .. .. .. .. .. .. .. .,. a x. .... .. ,11 .. r .. .. .. ,.x J .. ,. } tt.. ... . : .. t . (�, [�a ... .. _ .. .. Y• ua.Yi r .. .. .. U... ... .. .. ... .. �P ... . c c.. .. �. r l.e' r:. = r'. i ?,�'z7 �... 'S.1: eN, E. fie, ��.^ L %k \' .r^.�;',.• �'��.� k{.`.:: '� ....t,- "I OVIII _ y., r. •: i.i Ya t,sir' f. +� ' r , .. } .. .. .. .. .. .. .. .. .,.. , al c. I1 7tr .2'' A. q ,i"� s y� nn T g �y } ,.k� .�,.� »>ems. r : t - 1 `I,r,,. �. e 5. .. , s r. s: : �._: a .. .. k .. 1} .. ,v .! ap r $ 1i.. Y:r: 's. Y�. 7i 2 k _ /; 2 .... .... .. ... ... .. ... ... r .. , a. `fin ,..,. •t.. 1 �. �, , s�,;�,.�} ,rv-. .. "�:.`: C� 1 .. 53�A. w + I. ..... .... ... f .. .. 4\ -{ N 7 p .. . i ., a /// a ., w4.. ...... ., ., fr' � yt/ r r :::,...:T 2 .:::.. ...}.......... ... .: 4 Y-. .. ... A ... .. a , .. .. a r -„r° a .r.. ... ,.t' 8..% .. .. , a .. .. E 'i i r . r . r ..., ,.,,.. ;' a r r' 1` a, r r 1 i r a r -- t :r : 11r r w r w r i". r r W r gr , . • . a a ,. . 2 . � f �2 =2 _" at 28 �E~ 6 r - p R. i L K c - t \ F T a .. .. .. .. .. .. .., r .. , eb .. .. ... 1 `i q,.. :. ... .. .. .. .. .. f - .. .. .. ... .. .: s { `w e r f a�. W � , .. .. .. .. .. .. .. .. ... .. .... .. .. .. .. •.. .. d >.,. .,.. .... .. .. .. .. ... ... ... .. .. .. .. ... ... .... ,. ... ... .. .. ... ... mot, .. .,a1. ,. .. .. .. ... .. ::..,..u.....;..... # ,i L I Ir/ �/ i.,^✓ "..•.....,--.-',",".a.",.--«.",.. N`�.... --p _.,�,' 1 a`t'r %4c, / '`^^>"4y- f,,.✓+'. ? 1 g �....✓t.��„< LEGEND. \ -_. ., ot 11 - - - - PROPERTY LINE -. .,_, --\'___ - _�.__ _ ._ _ - w_. ,-, w.__- . _, _o„ r: . . . .......... ,_.. I--, ,.. ,_.».,.,,.....�---- .-._. a -' -,.._. _. __. .. _ _� ___ , F -1 �_.._ ESTONE PAVEMENT " I __-, " -,,,,, , ij _.. ._ _ _.". _ __ _"._"... _ _ _.. PROPOSED CRUSHED BLU _ '-w ,. - ,� ; "._ _ - � - f tip.. s" �,>: - W. . \: r 3 . _ ..^n .-, ., .vY'Q,:... •,4`, .-?: ':. t•J l�^ �•as % p° V. \t: / ro. ♦s;•y.: i e{„ a,, ,1, l: t0, ,. Sr �, PROPOSED FULL DEPTH ASPHALT PAVEMENT I. /' .,_____.--_._-_,-.___..,_-_1.1...,..,-....,.,.,�._- ."_._ . .._ _. . _.___.^�.�___ _...__�__. _�._._.��__ -a__ ",, \ , , W W r PROPOSED PLAYGROUND TURF a;1;'` ; .'. N33' 28' 25.94"W r REPUTED OWNER: MEGA STYLE LLC y W W W a ,'` \ ,tY\" 1487.19' � -`P11 '' `, TAX LOT 8.9 _O - - _� --------------- ----- ------------- ------ �I SITE T E PLAN .L E/ RIM ELEV. L • RIM ELEY. �` RIM ELEV. L m GENERAL NOTES: �'` PROPOSED MULCH & OR VEGETATED AREA (SEE LANDSCAPE PLAN) , E/ =24.24 =23.89 -23.19 LiM ; ;. „l';:4:�,•' r; • E/�E E E E \ E E E E E\ E E E E E E E SCALE. 1"=60' /� /� off° RIM ELEV. '2 p 13.8' 13s 1 . UNAUTHORIZED ALTERATION OR ADDITION TO THESE DRAWINGS IS A VIOLATION �`L 10.5' =24.07 (TYP.) RIM ELEv. RIM ELEV. RIM 36 RIM 01 !� PROPOSED SYNTHETIC FIELD TURF o so 120 �/ 15.s' 4.0I =23.72 =23.54 =23.36 =23.01 �2 1 OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. > 1% Feet �� (TYP.) I - - - - - - - 1 - E� r r -� r F F- F fir-- � ��o 1, • , �/� E/ r, + /LLG J LLG J LG LLG J LLG J LLG J LLG J LLG L FE J L FE J L FE J L FE I ol° 2, MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. PROPOSED ACRYLIC COATED PAVEMENT moo, ` . - / �_ `s IM ELEV. � LEv,T -MIM EL T TRIM ELEv. TRIM ELEV T T -'\ '. . ' ^ =24.34 1 =23.99 1 -23 A =23.28 1 / RIM ELEV. r I r -� F �I 1 -I r� r �_F 1_r �_ r- r =24.ea ST2 1455' L" �J LLG J LLG LLG J L J LLG J LL` "J LLG J L E J L FE J L FE L FE J 3. VERTICAL DATUM IS BASED ON NAVD 88. U ~�TRIM ELEV. TRI ELEV.. TIM ELEVT TRIM ELEV \ \ RIM ELEv. s 2 1gL _ �.811, L =234s� _ 4. COPIES FROM THE "ORIGINAL" OF THESE PLANS NOT BEARING AN II 0 PROPOSED 5 WIDE CONCRETE SIDEWALK m r- LL \ RIM ELEV. =24.8s '\ �FLG , LG , ' LG , G E,F1G ,-LG I FLG I LG I I FE FE FE FE �, �, » 0 N� =25.78 RIM ELEV. L L-J L- Li L L- I L- I L-�I L - L - J L - J L'- J \ ORIGINAL OF THE ENGINEERS INKED SIGNATURE OR EMBOSSED SEAL I o ST1 24.98 RIM 90 RIM ELEV. RIM ELEV.LRIM ELEV. \ RIM 26 =23.90 -23.55 -23.38 =23.2o SHALL NOT BE A TRUE AND VALID COPY. O $ti PROPOSED CONC. APRON , , _' ., �._,� .__1 'R , T =24.28 12.5' RIM ELEV. \ O s_� 1 rn RIM ELEV. RIM ELEV�}7 _ °I° s� -24.43 -23.73 0 o „ , •�- I oq°,/ M =24.08 �ti cJ' 5. THE LOCATION OF THIS SITE IS NOT WITHIN ANY PUBLIC SANITARY DISTRICT. 6' .� N � w w w w w w w w w w w w w ''****+**** ,aGTI RIM ELEV. � FS---FS'--FS-- F� FS FS FS FS FS N +*'*+•'*' 1H PROPOSED TOPSOIL & SEED a�-25.83 I F SITE DATA: F `J PROPOSED TREE LIMITCD I SITE 15 D, \ SITE AREA: 20.82 ACRES V) "''"' LOCATION- 1. TR2 TRi \ I MAR 1 5 2016 U � PROPOSED CONCRETE CURB BUILDING LINE 25 E \ 2Q \ BUILDING AREA: EXISTING: 0 SF � X PROPOSED 6' HIGH CHAIN LINK FENCE (UNLESS OTHERWISE NOTED) - `_�E PROPOSED: 82,500 SF SOutholdTown �� . SANITARY LAYOUT PLAN NOTES: Fanning Board a PROPOSED 20' HIGH CHAIN LINK FENCE �{0 MINIMUM HORIZONTAL SEPARATION DISTANCES SCALE: 1"=20' 1. NO EXISTING SURFACE WATERS WETLANDS WITHIN 100'. (BETWEEN ROAD & MULTI-USE FIELD) ��� 2. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED o PROPOSED 10' HIGH CHAIN LINK FENCE _ sPPTICTANx, SANITARY SYSTEM. TABLE OF MINIMUM HORIZONTAL SEPARATION CREASE TRAP,OR LEACHING SEWER LINE U (AROUND TENNIS COURTS) SITE MAP DISTANCES FROM: MANHOLE POOL 3. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY SYSTEM. � N.T.S. Cn Sc PROPOSED FULL DEPTH ASPHALT SAW CUT BUILDING WITH CELLAR 10 FT. 10 FT. 5 FT. N a E PROPOSED U.G. ELEC. " - BUILDING ON SLAB 5FT. 10 FT. 5FT. a. c- PROJECT WATER SERVICE LINE/LATERALS/MAINS 10 FT. 10 FT. 10 FT. '� w PROPOSED 2" DOMESTIC WATER SERVICE L CO AT10N UNDERGROUND UTILITIES 5FT. 5FT. 5FT. DATE BY DESCRIPTION APPROV. BY PROPOSED 4" FIRE SERVICE SURFACE WATER/REGULATED WETLANDS 75FT. 100FT, SOFT. REVISIONS F� • 0 1 ,w 0 -1 12FP PROPOSED FIELD DRAINAGE PIPE PUBLIC WATER WELL 200FT. 200FT. 50FT. ' 0 9300 ROUTE 25 LAUREL N.Y. 11948 8"HDPE _ PRIVATE WELL 100 FT. 150 FT. 50 FT. N ( 0 ) PROPOSED DRAINAGE LEACHING POOL SUFFOLK COUNTY O _,, STORM RAIN/STORMWATER RECHARGE BASIN 20 FT. 20 FT. 10 FT. r- L®J PROPOSED CATCH BASIN "••n > CATCH BASINS(NON LEACHING)/DRAINAGEP[PE 5FT. 10 FT. 5FT. SPORTS EAST R EC R EATI 0 N CLUB k m LEACHING POOL 8 FT. 8 FT. 10 FT. I � I T. I I I . 0 - - - - PROPOSED 12" ADS DRAINAGE PIPE :_ ,-a' \ s1PTICTANK,PUMPSTATION,GREASETRAP,OR - -____� , O MANHOLE 5FT. 8FT, 5FT. �'C�FNEt'1iy SANITARY PLAN II F]7 PROPOSED CROSSWALK O F t\d O PROPERTYLINES 5 FT. 10 FT, 5 FT. , �� O % �� }, m _ K=>,r, ''` I SWIMMING POOL 20 FT 20 F 5 FT fA� d� PROPOSED HANDICAP PARKING , a L. K. MCLEAN ASSOCIATES, P.C. RETAINING WALL[WATER PROOF) 10 FT. 10 FT. 5FT. '4Tk•.- ,j r, "' d� 0 0 i;.�rJ, L.r CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 r 1. ° FUEL STORAGE TANKS(BELOW GROUND) 20 FT. 20 FT. 10 FT. 01 w�' II PROPOSED DUMPSTER ENCLOSURE , ^ r. �'� ~ 9 AS NOTED Sheet No. TOP EMBANKMENTOR STEEP SLOPE 25 FT. 25 FT. 25 FT. ��� ,O 56d Designed By: M F�C FD Scale: BLUFFS 65FT. 65FT. 65FT. F SSAfl I Drawn By: MF Date: FEBRUARY 2016 � 15 /o SLOPE OR GREATER ,��;�1 �� LOCATION MAP 90 �' '' C9 i PROPOSED LIGHT POLE N.T.S. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Approved By: RGD File Na. 1 6029.000 F.F. ELEV.=27.0 RIM ELEV. RIM ELEV. RIM ELEV. T1 GRADE ELEV.=25.70' =24.98 =24.89 =24.88 T2 GRADE ELEV.=26.38' .. RIM ELEV. SEE DWG. C9 =24.72 FOR RIM 2'-6"MAX. ELEVATIONS 2'-0" (MAX.) ae . 2'-6I MAX. 2'-0" (MAX.) 2'-0" (MAX.) MIN. 4" DIA. e ' MIN. 4" DIA. _�� SDR 35 PVC PIPE ,re• ,r °.• ° q .• e » 4 rr °•• ° Q e „ MIN. 4 DIA. SDR 35 PVC PIPE PITCHED 8 20 MI ° 20 MI ° 20 MI 20 MI ° 2r_O» 2'-6'MAX. x 4 z ��X x x �x z � max.- x � x.. �1'-8 e' MIN. 1 4" PER 1' i f r�jj SDR 35 PVC PIPE PITCHED 1 -� l Id. 12" MIN. X 12" MIN. 12" MIN. 1 8" PER 1' 61 l - - - - 1 - - - - - - - TR1 INVERT (OUT) I - - - -- -- -- - - -- - - - - - --�-- - -- - - - - - -- -- - -t-- -- - - - - - - -- _y - - - - - - - 4" F.I a ELEV. 23.20' . ' TR2 INVERT (OUT) INVERT (IN) x 6" ® ® e' ' 18°' X x 18" MIN. 4" DIA. ELEV. 23.85 ELEV. 22.82 x INVERT (OUT) ® ® ® ® ® " X ELEV. 22.32' INVERT (IN) SDR 35 PVC SANITARY TRAM LLL ELEV. 22.15' ® ® ® ® ® ® ;n PIPE 4 4"TYP ® ® ® ® ® ® ® X 5.0' (3) 8" SDR35 PVC x x 5.0' (EFF. DEPTH) CROSSOVER PIPE 4„ (EFF. DEPTH) I. ® 20 O.C. INVERT X ® ® ® ® ® 19 x ELEV. 20.82x x ® ® ® ® ® ® ® e �a 5' MIN. " ' MIN. Y X CAST IRON PIPE SHALL EXTEND THROUGH FOUNDATION WALLA a 6ff --�az ° x -x-=-e-z x° x : x. 9c k' e ., k a x •--�ax °. x°::max.-x x x � x.Z' � Q a .� is- x ,; BOTTOM OF LEACHING MIN. OF 2'. ALL 4 SDR 35 PIPE FOR THE LEACHING GALLEY ELEV. 18.15' 12.0' DIA. 12.0' DIA. - GALLEYS SHALL BE INSTALLED WITH AN INVERT 3,750 GALLON CIRCULAR 3,750 GALLON CIRCULAR 13'-9" ELEVATION OF 22.15'. SEPTIC TANK (ST1 BOTTOM OF TANK SEPTIC TANK (ST2� 12'-5" ELEV. 16.82' LEACHING GALLEY (LG) SIDE VIEW HIGHEST EXPECTED GROUND WATER ELEV.=4.40' SANITARY PROFILE ALLOWABLE SITE SANITARY FLOW N.T.S. (POPULATION DENSITY EQUIVALENT) GROUNDWATER 13r, (�_2,-O»_� USE 600 GPD/ACRE CX 20.82 ACRES EMENT ZONE: IV (12 49200 P GPD RIM J� RIM ELEV. RIM ELEV. 4" SEWAGE DISPOSAL SYSTEM DESIGN ,OUTFALL 1 =25.83 =25.78 �1'-94"� 52" COVER DESIGN SEWAGE FLOW RATE - 15 GPD/STALL (RECREATION) • • 2'-10" HOUSE TRAP IN 48" CONCRETE PIT 15 GPD/STALL X 240 STALLS = 3,600 GPD (RECREATION) 2'-6'MAX. H a a 1"] » SECTION 2.5 GPD SEAT X 32 SEATS = 80 GPD (JUICE BAR) 2'-0" (MAX.) • STAINLESS CLEAN OUTS TOTAL: 3,680 GPD STEEL BOLT 8" a 20"MIN. 20"MIN. /$ % % % % % % w SEPTIC TANK 6 SDR35 PVC 1/8" THK. WASHER - % % - o #5 BARS ® 6" O.C. » DROP TEE PLAN io % % "� % `� �t v REQUIRED: 3,680 GPD X 2 DAY FLOW = 7,360 GALLON 12 MIN. % % _ % 6 E/W OR EX. WWM Ila % % % % % % % % % % % % N - PROVIDE: (2) 12'0 AND 5' LIQUID DEPTH, 3,750 GALLON CIRCULAR TANKS ". - - - -- -- - - - - -- » % , % % _ % % % % % % % % % % % % % % % � T MIN. 6 SDR 35 PVC PIPE 3/8 0-RING GASKET c� HOUSE DRAIN GREASE TRAP PITCHED IN. 1/8' PER 1' MIN. 4 SDR 35 PVC PIPE TO SEPTIC TANK (INVERT " = 4'-0" RISER x PITCHED MIN. 1/4" PER 1' ELEV. = 23.15 NOTES: MAX. REQUIRED: 80GPD X 1 DAY FLOW 80 GALLONS PROVIDE: (1) 8'0 AND 5' LIQUID DEPTH, 1,500 GALLON GREASE TRAP FROM TRAP (INVERT ELEV. = 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR O„ x' 23.65 x 35B SPECIFICATIONS LEACHING POOL 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY PROPOSED BLDG. FNDT. AS 6'-0" 4" 5' LIQUID DEPTH " LOADING PER ARCHITECTURAL PLANS REQUIRED: 3,680 GPD / 1.5 GPD/SF = 2,453.33 SF x M 6x12, 6&8 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND 1 BUTYL RUBBER PRECAST OR APPROVED EQUAL. PLAN PROVIDE: (24) 8'-6"x4'-9" PRECAST LEACHING GALLEY'S JOINT SEALANT � 2� � WATER TIGHT HEAVY DUTY FRAME & COVER (4'-6j" OVERALL STRUCTURES HEIGHT) 2'-0" OUTLET DROP TEE SIDEWALL AREA = 2(4.5417x4.0833)+2(4.5417x7.833) = 108.24 MONO- TO WITHIN 12" OF o FRESH AIR INTAKE PIPE W/ SCREEN 24 LEACHING GALLEY'S X 108.24 SF = 2,597.76 SF PROVIDED B SE I BOTTOM �I N.T.S. COVER SHALL BE 1/4" DIAMOND 2,597.76 SF > 2,453.33 SF (OK) x x PLASTE STEEL WITH HOLE CUT FOR O VENT PIPE FUTURE EXPANSION 6,f x° x x=�X � X "X 'x ^ ° . o _ REQUIRED: 50% OF LEACHING CAPACITY CLEANOUTS AS REQUIRED >, METALLIC TYPICAL UTILITY TRENCH PROVIDE: (12) 8'-6"x4'-9" PRECAST LEACHING GALLEY'S BOTTOM OF GREASE WARNING 4" 7'-4" 4" TAPE-CONTINUOUS 10 MIN. 2 +�- '-0" (4'-6j" OVERALL STRUCTURES HEIGHT) TRAP ELEV. = 17.65 � ,_4„ 8'-0" DIA. �I /\//�j/j\� / / \ \ °A -�I 2" NOTCH TOTAL SITE DAILY DISCHARGE: #4 REBAR ®6" O.C. B/W OR o ��\\�� � /� %\\\�% \ \ PROPOSED 1/4" PROPOSED OUTFALL #1 - 3,600 GPD NOTES: EQUIV. WWM C� �j\ -A %j /�j\ � /\\ /\ BLDG. FNDT. NOTCH 3,600 < 12,492 GPD (AVAILABLE FLOW)=>(OK), 1. CONCRETE 4,000 PSI @ 28 DAYS U111 \ \\ \ \ AS PER 8,892 GPD REMAINING (SITE IS WITHIN DENSITY) 2. REBAR TO BE ASTM A-615 GRADE 60 /%� ARCHITECTURAL 3. WELDED WIRE FABR :r ASTM A-185 / / PLANS 4. DESIGNED FOR AASHTO H-20 5. ALL COMPONENTS TO BE COUNTY HEALTH DEPT. CONC. APPROVED. of /\�\\\ /\\y\�� SPARE CONDUIT ° e o \�/\ \� PROPOSED ELECTRIC e a. FOOTING W/ OPEN BOTTOM TELEPHONE 0 �� COMMUNICATIONS CAST IRON TO SCDHS 8 GREASE TRAP D E TA I L C0 CONTINUOUS TONF. WIRE PROPOSED (COAXIAL CABLE) HOUSE APPROVED N.T.S. / WATER SERVICE DRAIN SANITARY 8" SYSTEM e 112" 0 TYPICAL UTILITY TRENCH TYP. N.T.S. EXISTING CAST IRON HOUSE GRADE TRAP IN CONCRETE PIT ° 26.56 DARK BROWN SANDY LOAM (OL) BOX TO BE FILLED WITH CLEAN D 0 26.06' SAND LEVEL WITH THE CLEAN U OUT PLUGS ............. v/, w BROWN SILTY SAND (SM) p�q� 1 5 2016 J Z SECTION A-A __ -VI.� 22.56' P anni�i4 Eoard TYPICAL EXTERIOR HOUSE TRAP -� -- N.T.S. DATE BY DESCRIPTION APPROV. BY 10' MIN. 10' MIN.}-� STRUCTURE REVISIONS 0 1 PALE BROWN FINE SAND (sP) 9300 ROUTE 25, LAUREL N.Y. 1 1948 0-) �\ SUFFOLK COUNTY n � \� SPORTS EAST RECREATION CLUB N PLAN VIEW_ SEWER LINE SEPARATION 6.56' (NO WATER ENCOUNTERED) E SANITARY DETAILS ° o r G � � N.T.S. ���� 4.40' HIGHEST RECORDED GROUND WATER �� +�� `�® L. K. McLEAN ASSOCIATES, P.C. o (WELL: S39269.1, YEAR: 2010) N O f ` 1 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 t L � W TEST HOLE PERFORMED BY McDONALD GEOSCIENCE ON 2-18-16 �'� '°`�'"�"} a``" s Designed By: MF/CFD Scale: AS NOTED Sheet No. 58��F �. M F Date: MARCH 2O16 _TEST HOLE oFcSs;O�;p � Drawn By: C 10 N.T.S. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Approved By: RGD File No. 16029.000 EXISTING SCWA WATER MAIN THRUST BLOCK SCHEDULE MINIMUM SQUARE FEET BEARING AREA ON SOIL FOR THRUST BLOCK PIPE SIZE TEES, CAPS, Sc PLUGS 90' BENDS 45' BENDS 22.5' BENDS 6" OR LESS 2 3 1 1/2 3/4 PROPOSED 32" MAX. (TYPICAL), METALLIC MARKING TAPE 8" 3 1/2 5 2 3/4 1 1/2 TAP 10" 5 1/2 7 3/4 4 1/4 2 1/4 SURFACE 1=1 1= 6„ NOTESI- 1. ALL THRUST BLOCKING TO EXTEND TO UNDISTURBED EARTH OR ROCK WITH TYP. 22.5' =1 EXCAVATE & BACKFILL MIN. BEARING AREA AS SPECIFIED IN SCHEDULE BELOW. BEND -II PROPOSED TYPICAL SCWA WITH SUITABLE 2. ALL THRUST BLOCKS TRANSIT MIXED 2500 PSI CONCRETE. a° CURB / CORPORATION VALVE 4'-6' MIN. EXCAVATED MATERIAL A.O.B.E. COMPACT _I BACKFILL IN 6" LIFTS. 11=1I PROPOSED WATER LINE TYP. PLUG TYP. 90' TYP. 45' W/ TONE WIRE OR CAP BEND TYP. TEE BEND PROPOSED WATER SERVICE - — _- 1'—REMOVE UNSUITABLE / MATERIAL IF �NCOUNTERED TEMPORARY SHEETING _ a. 1- AS PER O.S.H.A. TYP. CONC. _ _ _ _ _ _ REQUIREMENTS THRUST BLOCK a I — — — I- , o I— WHERE NO GROUND WAFER EXISTS �. PROPOSED BUILDING WATER LINE EXCAVATION DETAILS N.T.S. 8" x 8" x 24" L. I III TYPICAL CURB CORPORATION VALVE DETAIL CCA TREATED LUMBER N.T.S. PVC GASKET C.L.D.I. CLASS 250 MECH. WATER MAIN JOINT FITTING WITH RETAINER GLAND TYPICAL THRUST BLOCK DETAIL N.T.S. GENERAL NOTES INSTALLATION OF SERVICES 1. WATER MAIN PIPE TO BE BLUE BRUTE PIPE, CLASS 150 AS MANUFACTURED BY IPEX 1 INSTALL PIPING ON THE PROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING INC. OR APPROVED EQUAL. PIPE SHALL MEET AWWA STANDARD C900 AND ASTM TO THE PROPERTY LINE. STANDARD D2241-89. PVC PIPE SHALL BEAR THE APPROVAL OF THE NATIONAL 2. PROVIDE WET TAP OF EACH REQUIRED SERVICE AS LOCATED ON PLANS. SANITATION FOUNDATION. 3. WATERLINE SPECIFICATIONS CONCRETE THRUST BLCOK 2. ALL FITTINGS SHALL BE BLUE BRUTE AWWA C907 AS MANUFACTURED BY IPEX INC. OR 1. FOR PIPE OVER 2" - CEMENT MORTAR LINED DUCTILE IRON CLDI TO UNDISTURBED SOIL APPROVED EQUAL. PRESSURE PIPE OR AWWA C900 PRESSURE CLASS 235 PVC DISTRIBUTION WATER MAIN 3. ALL MATERIALS SHALL BE NEW. NO USED MATERIALS SHALL BE INCORPORATED INTO THE PIPE. VALVE WORK. 2. FOR PIPING 2" AND UNDER - TYPE "K" SOFT COPPER TUBING MEETING TYPICAL CURB STOP (VALVE) AWWA STANDARDS SHOULD BE BROUGHT TO GRADE 4. ALL PIPE FITTING CONNECTIONS SHALL BE MECHANICAL JOINTS. ALL PIPE CONNECTIONS SHALL BE MADE USING FLEXIBLE ELASTOMERIC SLIP ON JOINTS MEETING ASTM STANDARD 3. PLASTIC PIPE SPECIFICATIONS: ON SITE WATER SERVICE 03139-89. 3.1. PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER (MIN. BURIAL DEPTH = 54") SYSTEMS CAN BE INSTALLED FROM THE BUILDING TO WITHIN 15' FROM 5. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS THE PROPERTY LINE. THE LAST 15' TO THE PROPERTY LINE MUST BE 4 INSTRUCTIONS, AWWA MANUAL M23 AND THE REQUIREMENTS OF THE SUFFOLK COUNTY CLDI PIPE OR "K" SOFT COPPER TUBING. F Z4 DEPARTMENT OF HEALTH SERVICES. 3.2. PIPE SHALL BE CLASSIFIED TO WITHSTAND WORKING PRESSURE OF 200 6. A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL P.S.I. (WITH BURSTING PRESSURE RATED AT LEAST TWICE THE WORKING o BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN 6" LAYERS. STONES SHALL BE PRESSURE of o o REMOVED FROM THE TRENCH FOR A DEPTH OF AT LEAST 6" BELOW THE BOTTOM OF 3.3. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT IS UTILIZED IS W o THE PIPE. NOT ACCEPTABLE. (BRASS COUPLINGS ARE REQUIRED.) „ 3.4. FIFTEEN (15') FEET OF CLDI PIPE OR COPPER IS REQUIRED FROM INSIDE 0 7. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54 . THE BUILDING TO THE START OF THE PLASTIC PIPE. TAPPING SLEEVE 8. ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION BLOCKING OR TIE TRENCH NOTES: RODS TO PREVENT MOVEMENT. 1 . UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON 0 �� 9. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN BOTH SIDES OF THE TRENCH PRIOR TO EXCAVATION. ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD C600. TYPICAL WATER SERVICE - LARGER THAN 2 2. ALL TRENCHING RESTORATION WORK SHALL MATCH PROPOSED OR EXISTING �I N.T.S. 10. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C-651-86 SURFACE AND MEET EXISTING GRADES ON BOTH SIDES OF TRENCH. o OR THE LATEST REVISION. 0 11. BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTION ARE 3. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 0 REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH 6" LIFTS. o SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1,000 N LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND RESTORATION WITH EACH UTILITY INSTALLATION. 0 12. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER / SERVICE. 5. THE CUSTOMERS DOMESTIC WATER LINE AND/OR FIRE LINE SHALL BE A MINIMUM OF TEN (10) FEET, RUNNING PARALLEL, FROM ANY UNDERGROUND 13. NO OTHER UTILITIES (E.G. GAS, ELECTRIC, CABLE ETC.) SHALL BE BURIED IN THE WATER UTILITY (ELECTRIC, GAS, TELEPHONE, CABLE AND SANITARY SEWER SERVICE) SERVICE TRENCH. AND OIL STORAGE TANK, STORM DRAIN OR CATCH BASIN, DRIVEWAY CURB, LIGHT POLE, ELECTRIC TRANSFORMER, TREES, OR ANY LARGE OBSTRUCTIONS. 0 4-- U 4 MAR 15 2016 U I� Southold Town Planning Board Q) DATE BY DESCRIPTION APPROV. BY r 1­10 REVISIONS 0 9300 ROUTE 25, LAUREL N.Y. 11948 N SUFFOLK COUNTY PQ0 n,4 t •+ SPORTS EAST RECREATION CLUB N r;� N WATER DETAILS o L. K. MCLEAN ASSOCIATES, P.C. 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Fx' S ,4 8• EI' { ; Ntw `L" 1 d' w w 'w C ft !#I w m .a x I i < w «• �.,,,,„„R,,, 1 I 10 JcBP 9 JcBP ..- ; ... a �§w w a �,.. m i .. w ,. ,tR •{ .v a' r 3! w w { i _..»_., w ._...l_ .._..S L.,...,.ii_«_3«,,. m , , 0 i.M m [E[ /jjfl w EI _. PROPOSED ILDING :€`,(,_"._3.__^"-w.&,.".... ;\ LA. A 1 t E m a P 9 J c B P h B a n n�� i ' j 13 k 4 m I� g m a{ � j {4\ .. •� l:1r �Y u '" fiE 6 I I I ! 1 f I I 3 JcS ' ! t I — 6 m 1 AFAAl a } w y m " 61 8 JhPC 1 AFA I 1 AFA yy j 9 •} S�^^�+ ( �() \j. +,$f ` 2 AFA ,`<�`, myb m ' �w-""` 3 v .Y ''w my w l i3] f SSWO°h ^Y� &'MwM ,�' �n ttt .\/ s• I t •,. .. a� �s w �� i$ s k. GI «� t w 8 JhBC PC M } a 21 J .m ' y i• {ki Y „m y {., a s 3 r t..,. n , .. _. "'6—•- ! f4 i f l A O.s' � / r r ff ?: 1 L l e w 8 JhBC t w _ �, i "„ y I 1 m w �.._"."-�....,_-„`m «s ��««�m.«_ -"---°-s "s��...e.--.-� �."-._..aa •�,-`°,.•:.' -- .opu �.. ,"� u�":� "'_`""�"'....."'m.«�. �"_-«•---r._.__s.�;��. „—'"�"M "'"—`", `".L'�a�-•-..-.-.`.•--�--.-�-.w-,a--'-_�,.....ve V' s L "Y«.Y`•\.r.,,."1'"Y-.('"R``Yt`l' R'"�^Y"Y'R1Y' <„« �-':�...._.«..�.... -_-a«.._..-_--.:...�.�..,..,.�..________._____W_....,.._.....�««�.._.__«......»««� « ..,...»«_.._.... _ _ ____.—____...... ............... `': M_____ �i ...�_.`^u�:. � � a q E m a i � li ��II m� .. .._,_.w "'". r .""•. .. « g «w 4 " " w » , AFA _._ __<...............�.__....._........ ._.__ _ '^«{® " AFA m w w m Y 6 a ..�""� � ,m,�..:.�: .r,. >.r `..•„�;a ,, b w y s a ., w m i 8 JhBC �{ •» � �,.,� °«,� m w , ram' . • �, �. .,« —a m w w w w m w m w m w w w1 AFA 8 JhBC ' w `` '�'.., r ! J° , ._ S .. ,.i ,r...,1 ."`"'� s z ''� # e ..ra.„ is .§,« fJ !,•'""`, < fig,.. M n M _ w 8 JhBC 2 AFA x i i 1 •-`�„'�•^`Y'1'""Y>~Y'�.-,�,...Y'"1"'.�"Y'Y...,..e..,,.."l'_`Y",Y"Y"Y"l"Y,�'"`Y", _ '"Y_'Y."1'",,'Yw,4.",�..''"Y"",Y '"�,."1"'�,.`v'"Y.�'"YmY'l'.'Y'"Y"."S'-`Y'v';.X'i:'.•.' .,C""� � a JJ �, �`a�J IL •+`¢' JJJfi�` PLANTING NOTES: SITE PLAN 80 160 pGd po p n 1 . AFTER SETTING PLANT IN HOLE, REMOVE AND DISCARD ALL SYNTHETIC FABRIC OR BURLAP. CUT AND REMOVE SCALE: 1"=40' Feet ICI ALL STRING. CHECK FOR GIRDLING, CIRCLING ROOTS, AND IF FOUND CUT INTO ROOTMASS WITH KNIFE AT 3 p p EQUALLY SPACES INTERVALS AND LOOSEN ROOTS. IF TRANSPLANTING WITH MECHANICAL TREE SPADE OR p �� p TREE FLARE AT AUGER, SCORE OR CULTIVATE SIDES TO REMOVE GLAZING OF SOIL. TRUNK TO BE SLIGHTLY HIGHER Ir 2. THE ROOT SYSTEM SHALL BE REASONABLY FREE OF ROOT DEFECTS INCLUDING POTENTIALLY STEM—GIRDLING P L A N T M A T E A S T �a � THAN 0 ROOTS ABOVE THE ROOT COLLAR AND MAIN STRUCTURAL ROOTS, VERTICAL ROOTS, AND/OR KINKED ROOTS SYMBOL KEY QUANT. COMMON NAME— BOTANICAL NAME SIZE & TYPE SPACING SURROUNDING 0 GRADE 0 FROM NURSERY PRODUCTION PRACTICES, INCLUDING ROOTS ON THE INTERIOR OF THE ROOT BALL. AfA 28 ACER FREEMANI 'ARMSTRONG' — ARMSTRONG MAPLE 2"-2.5" 20' O.C. WRAPPING AS SPEC. DIG OR ROTOTILL N 3. PLANTING SOIL — PLANTING SOIL SHALL BE GOOD TOPSOIL WITH NO ADMIXTURE OF REFUSE OR MATERIAL (SHADE TREE ) CAL. SURROUNDING AREA ! 3" MULCH AS SPEC. AFTER REPLACEMENT C° TOXIC TO PLANT GROWTH AND SHALL BE FREE FROM SUBSOIL, STUMPS, ROOTS, BRUSH, STONES, CLAY, TPGG 2780 THUJA PLICATA 'GREEN GIANT' —GREEN GIANT #5 5 O.C. B & B ROOT BALL OF BACKFILL (TYP.) @ WESTERN ARBORVITAE (TALL EVERGREEN HEDGE) CONTAINER LUMPS OR SIMILAR OBJECTS LARGER THAN 2 INCHES IN GREATEST DIAMETER. THE ORGANIC CONTENT SHALL 4" HIGH SAUCER Pm 9 PRUNUS MARITIMA — BEACH PLUM #5 5' O.C. (TYP.) NOT BE LESS THAN 5%, NOR MORE THAN 20% AS DETERMINED BY LOSS ON IGNITION OF MOISTURE FREE (NATIVE\LARGE SHRUB/SMALL TREE ) CONTAINER - 0 SAMPLES DRIED AT 100 DEGREES. IF SOIL IS EXCESSIVELY SANDY OR CLAYEY, AMEND WITH COMPOST/PEAT MOSS. 000� JCS 127 JUNIPERUS CHINENSIS SARGENTII —SARGENT'S CONTAINER 3 O.C. JUNIPER (EVERGREEN GROUNDCOVER) PLANTING SOIL 4. CONTAINER—GROWN STOCK SHALL HAVE BEEN GROWN IN A. CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TA SPEC. DIAMETER OF ROOT -- JcBP 58 JUNIPERUS CONFERTA 'BLUE PACIFIC' -- BLUE #1 2 O.C. TAMPED POROUS BALL (MIN.) (TYP.) TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS POTTING MEDIUM TOGETHER BUT NOT SO LONG AS TO HAVE PACIFIC SHORE JUNIPER (EVERGREEN CONTAINER (WELL DRAINED) SUBGRADE �" U DEVELOPED ROOTS THAT ARE MATTED OR CIRCLING AROUND THE EDGE OR INTERIOR OF THE ROOT MASS. GROUNDCOVER) t`ggR _ 5 2016 PLANTS SHALL HAVE BEEN ROOT PRUNED AT EACH CHANGE IN CONTAINER SIZE. JhBC 80 JUNIPERUS HORIZONTALIS 'BLUE CHIP' —BLUE CHIP #3 4' O.C. TYPICAL TREE PLANTING JUNIPER (EVERGREEN GROUNDCOVER) CONTAINER NOT TO SCALE Southold Town 5. PLANTS THAT FAIL TO MEET ANY OF THE ABOVE REQUIREMENTS SHALL BE MODIFIED TO CORRECT PlanningBfl,rd 1 JhPC 67 JUNIPERUS HORIZONTALIS 'PLUMOSA COMPACTA' — #3 4' O.C. DEFICIENCIES IF APPROVED BY THE LANDSCAPE ARCHITECT. MODIFICATION SHALL INCLUDE THE FOLLOWING: COMPACT ANDORRA JUNIPER (EVERGREEN CONTAINER 0' 6. SHAVING ALL CIRCLING ROOTS ON THE EXTERIOR OF THE ROOT MASS DEEP ENOUGH SO THAT ALL CUT GROUNDCOVER) SHRUB— DUG AS PER DATE BY DESCRIPTION APPROV. BY °) ROOTS' ENDS ARE ROUGHLY RADIAL TO THE TRUNK. RECENT STANDARDS FOR 0 0 7. REMOVAL OF ALL ROOTS ABOVE THE TOP OF THE MAIN STRUCTURAL ROOTS AND TRUNK FLARE INCLUDING NURSERY STOCK AS REVISIONS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE TOP OF ROOT Z o ANY ROOTS THAT ARE IMPRINTS FROM PREVIOUS SMALLER CONTAINERS. (THE ABOVE MODIFICATIONS SHALL ASSOCIATION MASS TO BE 9300 ROUTE 25, LAUREL N.Y. 1 1948 " SLIGHTLY INGABO SUFFOLK COUNTY 3 MULCH AS SPEC. SURROUNDING cal NOT BE CAUSE TO ALTER THE WARRANTY PROVISIONS OF THIS SPECIFICATION.) 4" HIGH GRADE E CO 8. ALL PLANTS SHALL HAVE A 3"-6" RAISED SAUCER AROUND PIT TO HOLD WATER. SAUCER FIN. GRADE n (TYP,) SPORTS EAST RECREATION CLUB N 9. PLANTING SHALL BE MULCHED WITH 2" TO 5" CLEAN MULCH OR HARDWOOD CHIPS THAT EXTENDS FOR 6" PLANTING SOIL f;, , .t AS SPEC. NOTE: 0 o OUTSIDE OF SOIL SAUCER. TURF AND WEEDS MUST BE REMOVED WHERE MULCH EXTENDS OUTSIDE PLANTING DIG 2'(MIN.) 0 DEPTH TEST ,,� aF NE I�r LANDSCAPE PLAN I PIT. PULL MULCH AWAY FROM TRUNK OR ROOT CROWN TO AVOID MOISTURE BUILDING UP AGAINST IT. ROOT BALL HOLE TO VERIFY , � ► j` X ROOT BALL WIDTH (MIN.) WELL DRAINED 0 C- 10. ONLY PRUNE OUT DAMAGED OR DEAD BRANCHES. LEAVES OR NEEDLES SHOULD NOT BE WILTED OR TAMPED POROUS SUBGRADE MATERIAL L. K. McLEAN ASSOCIATES, P.C. O BROWNED. ALL PLANT MATERIALS SHOULD BE IN GOOD HEALTH. (WELL DRAINED) SUBGRADE u °��,. cc CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N � 11 . CONTRACTOR SHALL WATER PLANTING AREAS AS SPEC. SHRUB aC EVERGREEN PLANTING , �'� NOT TO SCALE Designed By: MF/CFD Scale: AS NOTED Sheet No. 4 12. THE SURVIVAL OF ALL PLANTINGS SHALL BE GUARANTEED FOR ONE YEAR. THE CONTRACTOR SHALL REPLACE ANY PLANTS THAT DIE OR BECOME DISEASED DURING THAT TIME. ` 56� 0 > y �'40FaSS�O�'P�. Drawn By: LMY Date: MARCH 2O16 C 12 > /. U Approved By: RGD File No. 16029.000 } v { , # { ^b �i 1 b ^ O Cl rL h 0 �r r'3 0i 1 b n O n b 1 O P O ^ P n O n ^3 Co of ^3 O ^ h dL O O ^3 rn h dL ^ 0 h ^ ro + Imo, "n "n xn' �V' "n• "n rn xn• q' q' %n• an• IN ,rV• ,rl,� N. xn• xn' xn' xn• an� xn� xn' �V' ,ry' 'N "n� %n• %n- an• %n� %n. N. an. +rv. ,rV• N. N "n� %n� an. 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I tI. lt._>," ... .,: ........,_, M•. .•...<a r t, r SITE PLAN O SEAL OFF FITTINGS LIGHT POLE (7 LUMINAIRE SCHEDULE HAND HOLE SCALE: 1"=40' GENERAL n PROVIDE NON—SHRINK GROUT BENEATH 1. ALL ELECTRICAL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (LATEST Symbol Label Oty Catalog Number Description Lamp File LLF Watts BOLTS AFTER FINAL ADJUSTMENT, POLE GROUNDING LUG EDITION) AND LOCAL AGENCIES HAVING JURISDICTION. PROVIDE WEEPHOLE IN GROUT FOR n RIGID NONMETALLIC 0 40 80 2. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL PSEG REQUIREMENTS FOR THE J DSXO LED 20C 700 DSXO LED WITH(1)20 LED 4000K DSXO_LED_20 0 90 45 07 DRAINAGE CONDUIT STUBS P 20 40K T3M MVOLT LED LIGHT ENGINES, Feet PROPOSED NEW ELECTRIC SERVICE. Poles C_700_40K_T3 TYPE T3M ol=rlc,4000K, ANCHOR BOLTS AND HARDWARE 3. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE PLANS FOR CODE CONFORMANCE PRIOR TO 700MA,SINGLE HEAD M_MVOLT ies TOP OF DISPENSER ISLAND LL @ PER MANUFACTURERS ORDERING ANY MATERIALS OR STARTING ANY WORK. FIXTURE. INSTRUCTIONS ILnta a -Series 4. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ANY CODE REQUIRED CHANGES TO THE WORK. aN ,, Z.,. U DSXO LED 20C 700 DSXO LED WITH(1)20 FOOTING 24"x24"x6' A ;'• �Z� R' 5. THE ROUTING OF CONDUITS AND LOCATION OF PANELS SHOWN ON THE PLANS IS DIAGRAMMATIC ONLY AND SUBJECT LED 4000K DSXO_LED_20 0 90 90.14 s;' T 5 40KT5WMVOLT LED LIGHT ENGINES, % CONCRETE WITH 3—#4w`' TO SUCH MODIFICATIONS WITHOUT EXTRA COST TO THE OWNER AS CONDITIONS MAY NECESSITATE. PolesTYPE C_700 40K_T5 /;v.:,': -'--i,i, 4000K, 700mA, W_MVOLTies 6 COPPER VERTICAL BARS PER FACE, LED Area Li_lmin e 4000 K,�700mA 2 # BONDING cl--';;.`;-�� 4 HOOPS AT 12" O.C. 6. ALL EXTERIOR WIRING SHALL BE INSTALLED IN PVC CONDUIT, SCHEDULE 80 UNLESS OTHERWISE NOTED. FIXTURES @ 180 DEG / /,,, # ; 7. ALL CONDUCTOR IN CONDUIT SHALL BE THWN, THHN, USE-2, XHHW OR APPROVED EQUAL. 0 CONDUCTOR �,..',.�� k«,, �:�.' z.,,, 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNDERWRITER LABORATORY UL INSPECTIONS COORDINATION, SEE SITE PLAN THIS €', introduction FEES AND PERMITS.CD ( > ;\•. /\ SHEET FOR CONDUCTOR d"series The modern styling of the D-Series is stri-ing 9. CONTRACTOR SHALL INCLUDE IN THEIR BID THE ROUTING AND INSTALLATION OF CONDUIT AND WIRE THROUGH _ '' ye pr FOUNDATIONS AS REQUIRED. STATISTICS / %%;i;; AND CONDUIT SIZE yet unobtrusive-m aking a bolds agr?ssive / /\ Specifications Y 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POWER AND FINAL CONNECTIONS TO ALL PROPOSED o "` statement even as it blends,seamilessi with Its Description Symbol Avg Max Min Max/Min Avg/Min 1 n envIronment. EQUIPMENT SHOWN OR SPECIFIED IN THE CONSTRUCTION DOCUMENTS. CONDUIT DIRECTION FPS, o 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING IN THE FIELD ALL REQUIRED WIRE SIZING FOR THE East Access Drive 1.6 fc 3 1 fc 0 3 fc 10 3.1 5 3 1 ,�;:,':/ �� !�' SHOWN FOR CLARITY, The 0.�Aries distills the benefits of the latest In LED + `'' \ PROPOSED EQUIPMENT AND BALANCING LOADS AT THE MAIN BREAKER PANEL. t9 AIM IN APPROPRIATE Length: ° ted rlology rots a high performanlor,high efficacy, 12. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING UNINTERRUPTED TEMPORARY POWER TO ALL Parking 1 3 rc z 7 fc 0 5 fc s a l 2.61 5/8"0 8' LONG DIRECTION L long-lit?luminaire The o+.itstandinq photomettic F COPPER CLAD Width: 73 TRADES GENERAL, PLUMBING & ELECTRICAL DURING CONSTRUCTION. STEEL GROUNDING `` "'" % �� perform once results in sites with e ellent West Access Drive 1.6 re 3 1 fe o s fc s 2 1 3 z 1 /,� '' 7^ uniformity,greater pole sparing and lower power X ROD \<.',\;' Herght: ;, ,',.': NOTE: °�t"' density It isI deal for replaangupto41?�1Nmetal REFER TO SITE LIGHTING FIXTURE SCHEDULE weight 151b; halide with typicil energy savings.of 6S%and \ FOR POLE SIZE AND MODEL. COORDINATE tnlax) stiu I r_ " ANCHOR BOLT LOCATION WITH POLE expected service life of over 1CXJOCI7 hours. MANUFACTURER AND POLE FOUNDATION Vic\\ EXAMPLE:T}S�0 LED 40C 1000 GOKT3M MVOLT SPA L7GE?TJ Fes— 2 0 < PRE—CASTER. U —� tLc NOTES Dsm u O 1. PHOTOMETRICS LAYOUT WAS CALCULATED USING SPECFIC CRITERA, LIGHT POLE & BASE DETAIL :,.1....,:..,,,,,:,.:..::_.t_..::•......... :...... ....:......,..,..,.._;:...•:'.::.:':,:.,r;.:r:,.:,,:,,: ......:, .0,.., O ANY DEVIATION FROM STATED PARAMETERS WILL AFFECT ACTUAL N.T.S. D`3DLED )Prvsrdopua 3J.T 20MA 3V WK TIS TyrelAnrt Tss Ty Vtot mtnttr Shipped iDdided PEAR 1 5 2016 _1 PERFORMANCE. 20C 2005(cre,ngr�0 0 ROW 40K 4[XtOK US hp~ TS4 tyievm4dim ter SPA SN repdemaUNrr1 C_ 2. ALL QUANTITIES ARE BASED ON FIXTURES AND POLES SHOWN IN 41C.40VI)somergrla 10D9 1WO, _TK snok TZAR T,pomastm TSVd TlIpeVWde pQ, P,P1.. Bnrdµdemnreri3 O THE LIGHTING CALCULATIONS ONLY. Rtaled optics, At4r:Pc Amen Tas T;,peItal PLC Fdt,¢acamd' 240r weA. Nblihr.O3et Southold Town U 3. LIGHT DISTRIBUTION VARIES BY FIXTURE TYPE IN SCHEDULE. 30c 3aEDstulein*LAa ptr�Irt om hmliffi'd r� tao teerryxrol 271r SPt@1B.A epae,r„Talmoum9amper � 5. THESE CALCULATIONS ARE BASED ON LISTED FIXTURES ONLY. co SUBSTITUTION OF THESE FIXTURES VOIDS ALL CALCULATIONS. mTrea; arming Board T4ht Tyr_'iVmedun R[C0 8rtrtwro 'J+1' RPtiMltt knrdpdetntrrsalmnmrged,T4.r' -•---- 6. ACUITY BRANDS LIGHTING RESERVES THE RIGHT TO WITHDRAW iTI Fed'-M uy "" aa� Shlppr�VDljvy7 THESE COPYRIGHTED LIGHTING PLANS FROM PUBLIC RECORD IF " "" kMt'stt'xDU hWvfimnmrghad�ad4tT i SUBSTITUTIONS OCCUR. LITHONIA LIGHTING TSS r,rpvtsra rt cT�vfir�, 7. ALL SUBSTITUTIONS REQUIRE NEW CALCULATIONS OASED ON THE "D—SERIES" FINISHED GRADE AS SCHEDULED �' = FIXTURES SUPPLIED. <°•,:<::',; .., " ':_.', 1' :, 3 14 16 MF ADDED LIGHTING SPECIFICATION CFD LED LUMINAIRE Stippedinsmiled PIRIR3V %"coVamtizrrt A8.lSmatr4ryh3tjrramtie,t Shippedi%sraRrdi DDIM Dailtnine DATE BY DESCRIPTION APPROV. BY Tn PEP NEW'Astlak7ezX+>aderirigWorord2r ssrxreadalailfc� NS ROX-$detiiddx DBED Pla:k 110 PIPS A,exfrela-LTrtadeaiy0ucmh-!AK PIRM1041 kt,tm+amtrrn�mr;7S:OmnmrgtAQrtaaibart 4E .�rrJetuepS4N3. DIIA0 Nara jminim `�atMJi�its 'U ' REVISIONS PIP? Se+Twsrerc+sytaieaip¢oomdA4 e% ) D4UIlCD Vd1+re P L'.(1 H-IA18ndetli�dmm�rr}�IN p r DE Drrde`t.t2( \ fb1I ,1TUddmmigdhwi*mm�rdA P50 ea@d9ArttiBt Rli�$ffGxa 24gA9N1° DDBTxD.le:ta�lrkGma 0 SQUARE ALUMINUM POLE aR D'm`°d"`°m�t "�" k,a r PN�°°3 P t [ ,°mod°r L� L�,���43' DRWDOM Tawrak 9 3 C�0 ROUTE 2 5 LAUREL N Y 11948 O —. DETECTABLE Pill 1daNam"�rstsmo�4grg�tAmnefDsatmnve PNnirsn3 Tzrtag tmsrrf� Rim It�rmrdep+�1 DwaxD t�ueirsv,d N.Y. U AS MANUFACTURED BY o a//i ; PRe A+mmdmhytanxtsmm�myreftamdm oanmacst4 PraattsD3 AtrigrAdilErr£r DI D midIcv�„ almmn LITHONIA LIGHTING %. \\� / MARKING FILL __...._,,,_,._,._...,,,___._...______.__....__......._..____..____,___.,__.........._..._........___._______—`__._........... D 1�:TPdu1,� / d •. \ P10,113D3 Nrtrighici h5 pi4 x / a N I \ o • ' 'o 0 0'/ .• Carrcrols&511ieIcls __._._._.—ba__.._._.. SUFFOLK COUNTY RC+T4 N SFr^'Bie aR;..orite,e„.plei lunineie...'+h41(nl Ammi c.a'.M1lie�ePEF„ O \ ���' Y 'O ,% x logt+}.s. drP) imutt Ce pucFmedsep:aa�4 eSl I-eLrl4d:+.`'SS orMMmtt,si OL1j7n.sA ifawdt.sla'nkd(1S•u7vix 1 ,�t>=Dst30Capr,n)=d rot—daptl«wdm«R?0ulf ardaFle 'F''L*a�rca.eddo:.rd Fa dr> ar"d.�.a w+� PJ - O' DLa9F 1.SNL1U PAnW1:YLa:dadtbCr�) 2 N+e.,afaLlc w'nh dMPfC. _v'•a'•,<.•+..NlA wih PlP.yean FERS,PETC,9L:0,ELSO« E CO �t �—WIDEN TRENCH DL40f 15ML A) f}ew1-eiw �,d(4V)r 3 AM�C«7 4a 9ewWPCtnA«Xrk A, D)t•T oP x N d .o d 4 M1NCTdnvuapaat.:.nry6r.dtgefi:mIa2"V(M0*. Y2PIRadPRIFCSJape •he .,•,.,Cr?rd3, :•cnmd,RRN SPORTS EAST RECREATION CLUB a o AS NEEDED ri,«. �Er �a2>r Jax«�rw�«dair9.,�4 mdNRH!fGVT.ap+., ..._ :,.G>>t<r«a,l: ff�N9 wo )ba,i•feeid)riy 10llDa,tx ), 6 demle ne,mr.3 hi,a aradad Notar4�.7e \ 0 / o ABOVE CONDUIT b�yd "�m�"Lx 5 Nr7aiklcwd " boad,SSn,Aprdu 2a'SUar3UG 3 No* wi4.PEASIXPe7Pmtm aw dabhi her«dedwdox. �' � >wkwihaiax°�s`o�rP"nT� sq,axeorJa9yegitel..j / t E6ftGmN butddabtl✓"RFPu.! d A,mblaaas acmbh>macw•:PlM6A[rF,dtU,i.SG RaT'snana�nsdna} ciat. 'd .� d: '•/q Di=u AWrMRapl"a(wM�6mvet x' r 1a Dimr„rabr,«evd•.d tfaLYTori.Not av"�•¢lewth367V, / o ., ,sh atm '1 aurw Ra ANCI C)36.31. D=:R,rrxs,rear or Prknt..psan.' 4ml ->•-t / % / NNB4LCC!fSn+ Sly a,dfw,dr.�k aivYal nrcorrk 7 MnrMa�l%e�masq>aalsm:sory:xeArxe»:.np irrlcm.lion.Ec( 15 Pin,mir>2liraad.MvC:LTari,.Not awilda'<w+h'.97941LC'K Q .O ' CONDUIT4amr ) DT's �0,FL «LL Q LIGHTING P H 0 T 0 M E T R I C S PLAN !li+.aC01UiF Nax em mwrbrgtyxkl dpa 8 Nne.'daed x4*F -j ryasx—Iira I—tom Acu.6xd, 15 ALn mml9,laaea:e rsa}xear•ry;see Acccn�ies hf«maim, > O ,SncGe,d,A=. Somck see azcswia, Ir Sfule ire r�rryu,_. b O- F Npr eAL:,,ud-regite4 itm,et Lcorlered anddspra3 attparx 11VJ,T+7'J«✓37V.bc• Iais,:ILnrc r , _, a,Ervda:'a,tds,Natavdatleweh Dix .270 xao<wMropticra,"cYi i»tlr" re i e wlrq Y t Re•7'Yc bcyhi{y]v' 'P4PR.,n':#denj Yd�irpcd 6" BEDDING ,d DM,��u•f«3d7VnrxA.rJregirc VPl,,.4 a= �re,,.�>m,}, ea,t<8�.�;:u}de 12" MIN — 24" MAX ----...._..____....._............._......__4....._------._....--L' Q° POLYMER CONCRETE SPLICE BOX ey r d �a�lu�nvdy.c �. ��nacm�-r ": .rrs,aD1 Fd:7T �a.1zw .,, 02 jd '� � ; a�11-2016A�iv 9-1 cghii rg,h..al a¢s.x z acL Pogo i of 5 , e Re L. K. McLEAN ASSOCIATES P.C. N o (ONE PER POLE) AT GRADE TYPICAL ELECTRIC TRENCH DETAIL f'" = CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N.T.S. Sheet No. Designed By: MF�CFD sale: AS NOTED PROPOSED PARKING LOT LIGHT POLE DETAIL o ` N.T.S. 9 ss.o e.�,,� Drawn By: MF Date: MARCH 2O16 ®�� �� C 13 U Approved By: RGD File No. 16029.000 \p DPAItV - 141.34' 0 OU 25� , 96 Q � StGt+ PAVEMENT N Y S R O�® 11 600. 4.9 W 0 t,Dx r � +opal C ��� � � C C<)r TRAM S,�,N I I W ORNEpOt)�Rf.S w SECTION 143 W BLOCK 1 LOT 1 oN CL in REPUTED OWNER: 1�00" E N H O s E a MAY & TONY INC. .3 M 2 (n 53 N 'E ON/Tip P OVOA off MONUMENT — — FOUND 41 r L / 1 i Z ;0FE 1 V) _ a w � FE I N ON MONUMENT LINE FOUND f j 0.4'N I + i SECTION 143 BLOCK 1 LOT 4.1 I + 1 1 3 + 1 REPUTED OWNER: + L W MARGARET NOONE fir t 1 1 l I t t t t 1 t I I t + SECTION 143 �o BLOCK 1 LOT 5 *20' YS 1 q REPUTED OWNER: i + i SFIFD DEBRA TIMPONE + I 2.2E 1 I FE. — — f I / 0.2'E SHED l r I O O.S'E W ! m = s} SECTION 143 i rI FE 00 BLOCK 1 LOT 6 N Icr to REPUTED OWNER: �� I �0 N (0 ALFRED CILET71 JR. 1 1 I 1 + ON FE — — + 1 LINE 3.4' t 1 + t CONC + t 4.8'W t E3LOG. ti SECTION 143 Of + f34• BLOCK 1 LOT 7 II ++ t r 0 REPUTED OWNER: 00 I I + +1 CONc ABRAHAM GARCIA & SHARON RODRIGUEZ 1 z r I ( 1 CONC p ON d *52' LINE. m I _ _ I I �O� t 1 5.7'E U SECTION 143 BLOCK 1 LOT 8 t f REPUTED OWNER: + JAMES HINES t r MONUMENT + FOUND WALL ' 0.6'W n e•W ` FE j _ — — 0.7'Worw 1 ti k1 z �Fr ' o.s•w��° SECTION 143 BLOCK 1 LOT 9 o REPUTED OWNER: DOREEN SIDOR WELL/PIPE fF ti I� t MONUMENT Js — — j FOUND ' SECTION 143 STAKE r FOUND BLOCK 1 LOT 10 REPUTED OWNER: SOURAVLIS & ANNA HRISOVALANTIS rY J TRAILS do PATHS THRONJCHOUT NOT SHOWN � W ; (NO PUI:.DINGS) n_ w SECTION 143 U '', BLOCK 1 LOT 11 rn 0 ap FE _❑_ REPUTED OWNER: F UJ 1.2'w MARY BERNINGER O 1 1 W Li Li Q 0.5 ~ PIPE F t Q 0 ti i FOUND ION LNE M p 0.4'W I SECTION 144 p BLOCK 1 LOT 1 0 W REPUTED OWNER: w J. MORENO y PIPE Q FOUND { + SECTION 144 t t ' BLOCK 1 LOT 2 t21' REPUTED OWNER: JOHN AND POND MARGARET TONER 1.3'W ' 4 THE t MONUMENT ROW tt t FOUND Row L J SECTION 144 1 ` a BLOCK 1 LOT 3 REPUTED OWNER: JOHN AND MARY FETZKO N MONUMENT — — 1 t t FOUND FE 0.3'E t i 4 LiSECTION 144 W BLOCK 1 LOT 4 I } , OOrorA '� o REPUTED OWNER: FELIX AND LIINDA MULE O �e i ! 0 s C) r FE i $` MONUMENT — — + O 3 FOUND ne f SECTION 144 NOTES: ' BLOCK 1 LOT 5.2 1. LOT AREA 20.8211 ACRES. ' ' t REPUTED OWNER: HOPE HERGRUE R: 2. SUBSURFACE & ENVIRONMENTAL CONDITIONS WERE NOT MONUMENT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. I a + - - 1 FOUND I I + d t ! + 1� SECTION 144 CERTIFIED TO: BLOCK 1 LOT 6.2 9300 ROUTE 25,. INC. I FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC. REPUTED OWNER: FARM CREDIT EAST, ACA, SUCCESSOR BY MERGER TO Eli I J. SARNO FIRST PIONEER FARM CREDIT, ACA, IT'S SUCCESSORS AND/OR ASSIGNS) `I + w + / FD o+ K I! f SECTION 144 ;' ' D BLOCK 1 LOT 7 1 r 1.5E n`1 REPUTED OWNER: ' + ;.efE ELIZABETH CITTI Date By Revision SEC71 ON 144 e y 6y; by: M.A.R. BLDG. BLOCK 1 LOT 8 Surveyed P.F.PF Drafted 6 A.V.R. Checked ' REPUTEDIn OWNER: Ba rrett II r E K JAMES & VE ATAHENY I r ! r .2'E 0 LD t22' i I f - - Bonacci & 1 £ tt Ir t 2 E Van Wee le PC SECTION 144 BLOCK 1 LOT 9 t tAE REPUTED OWNER: Civil Engineers 175A Commerce Dr. ELIZABETH CASSIDY Hauppauge, NY 11788 Surveyors T 631 .435.11 1 1 MONUMENT FE Planners F 631.435.1022 _ t FOUND 0 9'E vwvw.bbvpc.com — — MONUMENT S 69e311'00" W '577.68' FF FOUND t1 ,t 0 WE 0.6' p N Tax Ma No.: DISTRICT 100 SECTION 122 BLOCK 7 LOT 9 t 4 o•4'E TAX LOT 8.9 ' ' BLOCK 1 LOT 10 REPUTED OWNER: MEGA STYLE LLC REPUTED OWNER: c.P14crt-rs.rA-a+-d�owr r;cr PAUL RENNER & of the prc4wty dep oed I•et e«+was made in PROPERTY I MAUREEN ROCHE °{ �w�''eexiersc«�af°ract'refor Land&rveyn a4,p+-d by+e Nr-N Yo•k Slate ASS'ic lion of Prrlfess rml Lard Survntn'rs Tres SITUATE _ cemr ca'or is r•y kx t w 6,ds den'cted fww)r (� Cam_ V E are is not cerrco'rS d Ce fCa'r zmnri s shall a^ LAUREL Il(77 C' v cif ercur^brarces Sad cet�f ca'ans shop rur cry"the pwsons arO/«wn-ws I,stwd hww)r aid are not 1,ansrt:;a66 m aid trcral pe•sors, TOWN OF SOUTHOLD SUFFOLK COUNTY N.Y. MAR 0 7 2016 er"M«sutli�qu+Ml•-�;�. .x Southo!d Town Planning Board t is n7r. oMlluttiv+ck Cd�� 6'• e sr rvwy is a vic ,jtiret n1�rrt ot' !l of w Y«k SURVEY Sat Ed°xn rxov ' V• Jn6 Con is of h s Sl"N �Cp NOr Fnv]e n�f4 C<7RC survey-x's ernbosneri sea'and ggna4 Ire sho" not be cons de^cd to bo o true and vo!d copy © 2015 BBV PC The offsets or dir^wrs'ors shown from strucnlres to the propk-ty linws are for a specific purpose and use,and therefore,are not intended to g.,ide In the erection of M: SURVEY fences,retairing wak,pools,patios,planting areas,addi'ions to buildings and any dhe•constnxtion. Subsurface and environmenra'conditions were not eKam nod Date Scale Project No. Sheet No. O� /IEW: SURVEY or eonside•ed as a part of this sure.Easements,Rightsoi`Wa m y of record,If any,are not shown.Properly cornwr rnonuwnts were not placed os a part of+his sm'eyy DECEMBER 30, 2014 111111 = 60' A 140502 9300 ROUTE 259 SHEET LIST TABLE SHEET SHEET TITLE NUMBER 0 9 AT1 TITLE PAGE O O C1 EXISTING CONDITIONS SUFFOLK COUNTY C2 TREE CLEARING PLAN C3 SOIL & EROSION CONTROL PLAN aw C4 PROPOSED SITE PLAN C5 SITE DETAILS s �� r�+� . C6 GRADING & DRAINAGE PLAN •' �` C7 DRAINAGE DETAILS ¢rt X C8 SANITARY PLAN z sports E C9 SANITARY DETAILS a. east } ,. rr C10 LANDSCAPE PLAN - 4- .Y r aE A'1 & - 9.•°'x 'f N " § i ,,Ce.rcrRm....J;.. ^ .+x -. Hwa- e,n. 1. x C11 LIGHTING PHOTOMETRICS PLAN 44 1OF1 WATERSHED PLAN 'M° •d'W ''b�+9 h - r, , 6- Zxd'Y..✓w_,a :" sports east -E E '� ♦ .. \ _, ^ter - 4 c .. ... - -.R- ,yr. ., ., ...,, , M,A"_ .•. � „„ .. ... -.. r.� ., rm ;`,w,'M "" r. , ., .. .... ... ....._ ,w- .r-.., ..... ..,. -.... .. ..... [E .» ......... .. ..•..w.. „r e.- ,-.,-.Y.t, .. .'.Ry ..,... .. 1.. - . ..- .. .Ku»sv. .. ,..u..° .. r,-.. :?sr•a{e.yae...., +y 0 CONSTRUCTION PLANS FOR Q) Iin 0 U I 0 I 0 0 M A C 'm' 2 r.1 16 0-) O Q0 14 Z 4. %A P is > 'Y.a Ci a a ruyuc 0 n za L. � 4j?, Vnrt, rxk fmmtry('i rh F v MAR 0 016 Q.;, SOU1il0iS� 0�"��r � Planning oar LI_ S,p,ae s �_ PROJECT � '�� LOCATION DATE BY DESCRIPTION APPROV. BY 0 u North 3e Nat!ItOw Nrnse�y. Lau"e! / REVISIONS o maf�colf�'.Iub r '' a�' =g< a 9 3 0 0 ROUTE 25, LAUREL N.Y. 11948 0 N SUFFOLK COUNTY CD Y SPORTS EAST RECREATION CLUB r r} C �' � a� . : TITLE PAGE 7j o , THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY , . ., F L. K. MCLEAN ASSOCIATES P.C. y,". ,.I.r� , PERSON FROM ALTERING ANYTHING ON THE DRAWINGS AND/OR °a°' #', J , I A R N c�,rrR=Y THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER THE '' a'rj,a'I' � CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 al C3 '). 1 1-1 DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH Sheet No. D ALTERATIONS ARE MADE THE PROFESSIONAL ENGINEER MUST SIGN Designed By: MF/CFD Scale: AS NOTED LOCATION MAP SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION FpR�fiS `� FEBRUARY 2016 D > N.T.S. ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW Drawn By: MF Date: Ti ( , SECTION 7209-2). Approved By: RGD--FFile No. 16029.000 7 SIGBE_E _ROAD AMENDED MAP OF MATTITUCK PARK SECTION 144 SECTION 143 SECTION 144 BLOCK 1 BLOCK 1 LOT 1 SECTION 144 SECTION 144 LOT 8 SECTION 144 SECTION 143 BLOCK 1 SECTION 144 BLOCK 1 BLOCK 1 BLOCK 1 LOT 9 143 LOT 4.1 SECTION 143 SECTION 143 SECTION 143 SECTION 143 SECTION 143 SECTION 143 SECTION 144 SECTION 144 SECTION 144 LOT 7 BLGCKION L07 1 I BLOCK 4 LOT 5 I I BLOCK 1 LOT 6 I I BLOCK 1 LOT 8 I BLOCK 1 LOT 9 I f I ' ( I BLOCK 1 LOT 4 I LOT 5.2 ( I I REPUTED I BLOCK 1 LOT 7 BLOCK 1 LOT 10 BLOCK 1 LOT 11 REPUTED OWNER: BLOCK LOT 2 BLOCK 1 LOT 3 BLOCK 1 L01 6.2 REPUTED OWNER: REPUTED OWNER: � REPUTED WNER: J. ORENO REPUTED OWNER: REPUTED REPUTED JAMES ELIZABETH CASSID OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: OWNER: VERA REPUTED OWNER: DEBRA T! NE ABRAHAM GARCIA & REPUTED & ANNA JOHN AND JOHN AND I LNLI MULE I OWNER: I J. SARNO I EOWNE : I TAHENY I BLOCK 101NLOT410 ca MAY & TONY INC. MARGARET I ALFRED CILETTI JR. I SHARON RODRIGUEZ I JAMES HINES ( DOREEN S OR I HRISOVALANTIS I MARY BERNINGER ( I MARGARET TONER MARY FETZKO NOON HERGRUETER CITTI o REPUTED OWNER: W 2 BUILDING 3 P L RENNER & j BITUMINOUS PAVEMENT POS�& IAIL BLDG. G.ONGR ;fE'�- = oW °wW w xW MAUREEN ROCHE TREE ROW FENCE 0.4E POST do RAIL FENCE OST RAIL S33' 2825.97E U N� m '-'!I o0 ENBE— •-- �, \ GATE: 1652. STOCKADE NCE SST ' ( 1 84' � \ ry S CKADE i'� GATE \1 �— 10 vi �7 �� \ ✓ � ,fig o s / \ LO err' WOODED r/ (NO BUILDINGS) \ it co LO WE1\/@LE II \ \1 I \ \ N N40' 31' 34.06"E ^ v28`- \ i \ \ �.I TAX LOT 8.9 600.96' Z REPUTED OWNER: MEGA STYLE LLC z 26 I , >♦ o / ( —26 TEST HOLE LOCATION \ 22 ------------ - D/ p 2 --------_ IRT PATH/RO-_.--DAD ------- t� G---- -•^----DIRT PATH/ROAD-- -- ---- - ---- - ---- - L-- - --- - --- ---- - ----------- 30---� . . . TREE ROW ' 0 TREE ROW ^� / ----'----------------------- � / -- ---ice�I(� i-- --- DIRT P------- W � '� N33' 28' 25.94"W REPUTED OWNER: MEGA STYLE LLC I \ o 1487.19' TAX LOT 8.9 �'i� • LL OI CD SITE PLAN a " EXISTING SCALE: 1"=60' o GRADE Q 26.56' 0 60 120 . . . . . . . / ♦♦+♦♦♦♦+♦♦♦ Feet +♦+♦+.+:+:+:+++♦+++ DARK BROWN SANDY LOAM (OL) LEGEND: . ... ..... . ... 26.06' . ..... ..... .. o — -- — PROPERTY LINE BROWN SILTY SAND (SM) 4-1 — —11— —EXISTING CONTOUR VE 22.56' MAR 0 4 2016 � .� EXISTING TREE LINE 0 U EXISTING CONIFEROUS TREE ROW Southold Town or+ EXISTING OVERHEAD ELECTRIC Planning Board IT W EXISTING 16" SCWA MAIN ® EXISTING DRAIN DATE BY DESCRIPTION t APPROV. BY o EXISTING UTILITY POLE REVISIONS o CEO EXISTING TRAFFIC BOX PALE BROWN FINE SAND(SP) 9300 ROUTE 25, LAUREL N.Y. 11948 o si- EXISTING TRAFFIC SIGN SUFFOLK COUNTY E cfl In © EXISTING TELEPHONE MANHOLE �r. SPORTS EAST RECREATION CLUB N � N � � 6.56' (NO WATER ENCOUNTERED) �-0• � �� EXISTING CONDITIONS 4.40' HIGHEST RECORDED GROUND WATER pg ' "" ?� o ` �'� `'��. ` � L. K. MCLEAN ASSOCIATES P.C. N � (WELL: S39269.1, YEAR: 2010) r,11 g a CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 No TEST HOLE PERFORMED BY McDONALD GEOSCIENCE ON 2-18-16 `r� ��= ' ! , "� Designed By: MF/CFD Scale: AS NOTED Sheet No. TEST HOLE N.T.S. Drawn By: MF Date: FEBRUARY 2016ci U Approved By: RGD File No. 16029.000 SIGBEE ROAD AMENDED MAP OF MATTITUCK PARK SECTION 144 SECTSECTION 14-3 BLOCKf0N 144 1 LOT 1 SECTION 11 4 BLOCK 1 SECTBLOCKI 1 144 LOT 9 SECTION 144 LOT 8 SECTION 143 BLOCK 1 SECTION 143 SECTION 143 SECTION 143 SECTION 144 SECTION 144 SECTION 144 BLOCK 1 SECTION 144 LOT 7 SECTION 143 BLOCK 1 LOT 5 LOT 4.1 SECTION 143 BLOCK 1 LOT 7 SECTION 143 SECTION 143 BLOCK 1 LOT 10 BLOCK 1 LOT 11 REPUTED OWNER: BLOCK 1 LOT 2 BLOCK 1 LOT 3 BLOCK 1 LOT 4 LOT 5.2 BLOCK 1 LOT 6.2 REPUTEOWNERD REPUTED OWNER: BLOCK 1 LOT 1 i 1 REPUTED 1 BLOCK 1 LOT 6 1 1 BLOCK 1 LOT 8 1 BLOCK 1 LOT 9 I 1 1 J. MORENO 1 1 1 I 1 1 REPUTED 1 ( ELIZABETH CASSID 1 REPUTED WNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED REPUTED OWNER: JAMES REPUTED OWNER: REPUTED OWNER: FELIX AND OWNER: OWNER: VERA SECTION 144 REPUTED OWNER: ( DEBRA TIM NE M�RGARET 1 ALFREDE01 OWNER- 1 ABRAHAM GARCIA & 1 REPUTED JAMES HINESR REPUTED �W OR 1 SOHR SOVALANTISNA MARY BERNINGER JOHN AND JOHN AND 1 LINDA MULE 1 HOPE 1 J. SARNO 1 ELIZABETH I TAHENY 1 BLOCK 1 LOT 10 r MAY & TONY INC. SHARON RODRIGUEZ I ( I 1 MARGAREr TONER MARY FEiZKO HERGRUETER CITTI NOON REPUTED OWNER: 0 W / I w3 PAUL RENNER & 1 _ BUILDING �o MAUREEN ROCHE P0S7 & RAIL BLDG. C-QN.CRIf S33' 28' 25.97"E V_I �W W w o W Y W SC BITUMINOUS PAVEMENT TREE ROW EN CE 0.AI I PO�& RAIL FENCE OST RAIL _� m N W� p G �^ F Op CKADE i-- GATE �� \ 1652.84' \ STOCKADE NCE \ Y� T i `•FENCE— -- GA S Ir -LIMIT OF 1STURBANCE o , i rd \ \ 1 180 O z / PROPOSED AREA OF TREE GEARING / ` PROPOSED ARE"F TREE CLEARING l 76` I 3 (285,463 SF) -'-���� (32,402 SF) r I -� O CO -00 6�I �/ � i i � - \ ` ►� `n I 71 0 E t t i0 ( B ILDI S) \ t t tt7 \ / V) ELL/ I E It \I I F f II \ \ TAX LOT 8.9 II 40' 31' 34.06"E \ ~` --28 \ REPUTED OWNER: MEGA STYLE LLC 600.96 - S v \ I 26 o � t 6� i i ' 22 �\ <, --------------- v J 28, j �•�///-,-/// / \� �,/ _- '' j // 2�Q' O`T PAS/Rp _� / 22\ N �_� 1 ��` ✓ � � tie _ -- ------- - ------ �--- o ___ _ __ --- ----� '~ -ram- ----- --— �-•-— _DIRT PATH/ROAD - ------\------- �' ��� / / \� --DIRT PATH/ROAD - --- y --- ------ / / - TREE ROW -� TREE ROW / --------- ------ -- - DRT PATH/ROAD ---'--'- -- 3 �" ------------------------- i x F° N33' 28 25.94W REPUTED OWNER: MEGA STYLE LLC wl 1487.19' TAX LOT 8.9 i LL_) 0 SITE PLAN s. SCALE: 1"=60' N 0 60 120 Feet rn LEGEND: ° — PROPERTY LINE 4-1 — —11— —EXISTING CONTOUR D EC r y-y n EXISTING TREE LINE U MAR • • • • • • • EXISTING CONIFEROUS TREE ROW . 201 U)) Southold"fawn OH EXISTING OVERHEAD ELECTRIC Planning Qoard iT W EXISTING 16" SCWA MAIN co ® EXISTING DRAIN DATE BY DESCRIPTION APPROV. BY o REVISIONS O/ EXISTING UTILITY POLE o ® EXISTING TRAFFIC BOX 9300 ROUTE 25, LAUREL N.Y. 11948 SUFFOLK COUNTY N -�- EXISTING TRAFFIC SIGN : E co SPORTS EAST RECREATION CLUB j OT EXISTING TELEPHONE MANHOLE �j --- — PROPOSED LIMIT OF DISTURBANCE TREE CLEARING PLAN O PROPOSED AREA OF TREE CLEARING 01 .g4N ♦ 7111 f , L. K. [VIcLEAN ASSOCIATES, P.C. O a r . `-:w a,'M. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N 0 t Designed By: MF/CFD Scale: AS NOTED Sheet No. ' ?��r Drawn By: MF Date: FEBRUARY 2016C2 i Approved By: RGD File No. 16029.000 U i S I G B E E ROAD AMENDED MAP OF MATTITUCK PARK I SECTION 144 SECTION 144 SECTION 144 BLOCK 1 SECTION 144 SECTION 143 BLOCK 1 LOT 1 SECTION 144 BLOCK 1 LOT 8 BLOCK 1 LOT 9 SECTION 144 BLOCK 1 SECTION 144 SECTION 143 BLOCK 1 SECTION 143 SECTION 143 SECTION 143 SECTION 144 SECTION 144 BLOCK 1 LOT 4 LOT 5.2 BLOCK 1 LOT 6.2 LOT 7 REPUTED LOT 4.1 SECTION 143 SECTION 143 SECTION 143 BLOCK 1 LOT" 10 BLOCK 1 LOT 11 REPUTED OWNER: BLOCK 1 LOT 2 BLOCK 1 LOT 3 OWNER: REPUTED OWNER: SECTION 143 BLOCK 1 LOT 5 I I BLOCK 1 LOT 6 I BLOCK 1 LOT 7 I BLOCK 1 LOT 8 ( BLOCK 1 LOT 9 I I I I I I I I I _ BLOCK 1 LOT 1 J. ORENO REPUTED OWNER: REPUTED ELIZABETH CASSID REPUTED OWNER: REPUTED DAMES REPUTED REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: REPUTED OWNER: FELIX AND OWNER: OWNER: VERA SECTION 144 REPUTED WNER: VIE4'E AROI REPUTELFRED D OWNERTI - I REPUTED OWNER: REPUTED ES HI OWNER: I REPUTED TEN OW E HRISOVAL& ANTIS I LINDA MULE ( HOPE I J. SARNO I TAHENY I BLOCK 1 LOT 10 REPUTED OWNER: DEBRA TIM NE ABRAHAM GARCIA & SOURISOV A AN NA I MARY BERNINGER I I MARGARETATONER MARY FETZKO ELIC TTI MAY & TONY INC. SHARON RODRIGUEZ HERGRUETER _ REPUTED OWNER: ow YwMAUL RENNER E�; MAUREEN ROCHEBUiLDING BLDG. °" 7 S33' 28' 25.97"E INOUS PAVEMENT + DST RAIL �BITUM TREE ROW POST & RAIL FENCE GPI TE o NKA�DE ^� -- ` GATE \ ____,_�� STOCKADE NCE �� I 1652.84' � \ � Fa '� 1 — a 0� N — °X ° o rl WOODE II \ zo (NO BUILDIN�S) \ ; \ U) \ / / WELL/Pik ' 4.06"E - � \ TAX LOT 8.9 0' 31 3 1 I ' \ I REPUTED OWNER: MEGA STYLE LLC 600.96' �� r I \ \2Q �24— \ \ 26 22 N` \ �6 --------- Y ----------- -- , 81 _ --------- — ---- / T / 22 � R ------------- 0 Fjo i ` - ----- --- -- 3 -------- -- --- /-- -- ______ _____ — --- ------------- ------------------------- -__ �-------- — DIRT PATH/ROAD '—\— j-- — / �' _ r DIRT PATH/ROAD TREE ROW \I / 3Q _� TREE ROW. / / ------------------------------- ------_--`--------------------- ,i DIRT PATH/ROAD ----__ -'— ------- w REPUTED OWNER: MEGA STYLE LLC N33' 28' 25.94"W �-t 1487.19 l TAX LOT 8.9 of � LEGEND: SITE PLAN n — - -— PROPERTY LINE PROPOSED ARBORVITAE'S SCALE: 1"=60' 0 60 120 � PROPOSED CRUSHED BLUESTONE PAVEMENT PROPOSED CONTOUR Feet I ---11 -- — EXISTING CONTOUR o PROPOSED FULL DEPTH ASPHALT PAVEMENT EXISTING CONIFEROUS TREE ROW LL_ • 0 . . . . • PROPOSED PLAYGROUND TURF (BURKE OR APPV'D EQUAL) off EXISTING OVERHEAD ELECTRIC I p W EXISTING 16" SCWA MAIN p ® PROPOSED MULCH EXISTING DRAIN SILT FENCE DETAILS 0 PROPOSED SYNTHETIC FIELD TURF EXISTING UTILITY POLE STABILIZED CONSTRUCTION ENTRANCE DETAILS 0 PR WOVEN WIRE FENCE (MINIMUM 14-1/2 GAUGE, MAXIMUM 6" MESH SPEAKING 0' MIN. EXISTING j EXISTING TRAFFIC BOX TO CENTER _ f0._0. " MIN. 3, PAVEMENT PROPOSED MICROSURFACING I EXISTING TRAFFIC SIGN 1 3osrs,NDRIVENEMIN. q• 16 INTO GROUND , EXISTING TELEPHONE MANHOLE T FILTER CLOTH o PROPOSED 5' WIDE CO�JCRETE SIDEWALK MOUNTABLE BERM " PROFILE (OPTIONAL) HEIGHT OF FILTER FABRIC 16 EXISTING NOT TO SCALE V e,� , MINIMUM GROUND r o PROPOSED CONC. APRON .. • .. `BADE � L5 � �� V O� "+ +W+ + 8" MINIMUM 0' MIN. `- / . . . . cz O + + j U + + PROPOSED TOPSOIL & SEED P,q�R 3 2016 � � � � � �"o� PERSPECTIVE VIEW •� � � (D PROPOSED TREE LIMIT NOT To SCALE cn Southold Town EXISTING Planning hoard IL WOVEN WIRE FENCE MINIMUM PAVEMENT ( •-20.,..MIN: 14-1 2 GAUGE, MAXIMUM 6" PROPOSED CO NCRETE CURB / � MESH SPACING) WITH FILTER •••�•.�•-� DATE BY DESCRIPTION APPROV. BY �_ �' X PROPOSED 6' HIGH CHP�IN LINK FENCE (UNLESS OTHERWISE NOTED) CLOTH OVER 10 MIN---) PLAN VIEW -� REVISIONS COMPACTED �, PROPOSED 20' HIGH CHAIN LINK FENCE solL p NOT TO SCALE CONCRETE WASHOUT DETAIL N GROUNDRB� 9300 ROUTE 25, LAUREL N.Y. 11948 o (BETWEEN ROAD & MULTI-USE FIELD) 10, FL_ow CONSTRUCTION SPECIFICATIONS 0 P e " 1. AGGREGATE SIZE — USE 2 INCH STONE OR RECYCLED CONCRETE AGGREGATE. S U F F O L K COUNTY N .__o____ PROPOSED 10' HIGH CHAIN LINK FENCE O (� O 16 MIN. o (AROUND TENNIS COURTS) SILT FENCE SECTION 2. LENGTH: As REQUIRED, BUT N07 LESS THAN 5o FEET (EXCEPT ON A SiNGLE RESIDENCE LOT WHERE A 30 EMBED FILTER CLOTH MINIMUM T NOT TO SCAI.E FOOT MINIMUM WOULD APPLY). SPORTS EAST RECREATION CLUB E � QO� 6" INTO GROUND 3. THICKNESS: NOT LESS THAN SIX (6) INCHES. 9D—' PROPOSED FULL DEPTH ASPHALT SAW CUTCONSTRUCTION NOTES FOR FABRICATED SILT FENCE SAND BAG 4. WIDTH: 12 FOOT MINIMUM BUT NOT LESS THAN THE FULL WIDTH OF POINTS WHERE INGRESS OR EGRESS ®® t-u 1. PWOVEN WIRE OSTS WITH WIRE CTIES OR STAPLES. SECURELY TO FENCE POST: STEELTYPE OEITHER 'r OR0U' OCCURS. 24 FOOT MINIMUM IF THERE IS ONLY ONE ACCESS TO THE SITE. o -� L J PROPOSED CATCH BASIN O O O IMPERMEABLE 5. FILTER CLOTH: TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE c � 6 �� a , SOIL 8� EROSION CONTROL PLAN S::�11:111 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE: WOVEN WIRE, 14-1/2 GAGE, A FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID 6' MAX. MESH OPENING 6. SURFACE WATER — ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE d'- A. ' j)i •4° SECTION. PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE i ' OR FLATTER FILTER CLOTH: FILTER X, MIUNK PERMITTED. ` L. K. McLEAP1 ASSOCIATES P.C. D❑ ^ SIDE SLOPE 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER 100X, STABILINKA F�f 'I ,T PROPOSED CROSSWALK ;zECILQCI 7. MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT'TRACKING OF _ A=A THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. T140N OR APPROVED �, EQUAL ADDITIONAL AGGREGATE. ALL SEDIMENT SPILLED, DROPPED.D SEDIMENT ONTO PUBLIC RIGHT—OF—WAY OR STREETS. THIS MAY OR REQUIRE ONTO PERIODIC TOP DRESSING WITH R GHTS OF--WAY MUST BE i 4 '$ ' p 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 REMOVED IMMEDIATELY. f-gib ` µa�:'r' �..: N PROPOSED HANDICAP PARKING O O O O O O MATERIAL REMOVED WHEN "BULGES' DEVELOP IN THE SILT PREFABRICATED UNIT: SEOFAB. - Sheet No. I� b PLAN FENCE. �ROFENCE• 6. WHEN WASHING IS REQUIRED, R SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO �. ��,s �1� Af, v, D Designed By: MF/CFD Scale: AS NOTED AN SEDIMENT EQUAL.. ROVED 9. PERIODICAPPROVED 1 SPEC110N AND NEEDLNG ED MAINTE. ENANCE SHALL BE PROVIDED AFTER EACH RAIN. �.�� T�C�� •�'Iy�P�(` �' `} J" Drawn By: MF Date: FEBRUARY 2016 C3 PROPOSED DUMPSTER eNCLOSURE 0 > Approved By: RGD File No. 16029.000 U SIGBEF-- ROAD AMENDED MAP OF MATTITUCK PARK SECTION 14,411 SECTION 144 BLOCK 1 ISECTION 14r ! SECT10"< 1 SECTION 14 LOT 8 SECTION 141, BLOCK 1 LOT 1 SE FLOCK 1 BLOCK 1 LOT 9 SECTiOt'I 14"3 F3i_OCK 1 SE � SECTION 143 € SECTION 144 BL£}CK 1 SE" 4 ° SECTION 14„ SECTION 143 SECTION 144 SECTION 144 � SECTION 1� . -� SECTION 143 61-OCK L�3T 5 LOT 4.1 SECTIC,SI 143 SECTION 143 SECTION 143 BLOCK 1 LOT 10 , REPUTED OWNER: BLOCK 1 LOT 2 BLOCK 1 LOT 3 BLOCK 1 LOT 4 I.�" ., BLOCK 1 LOT 6.2 LOT r REPUTED x, r„ I , I , I FLOCK 1 LOT 7 , ( ( I BOCK 1 LOT 11 I ( I I I I I I 1 I �, F?: �i- OCIC 1 LOT 1 E3�.00I6 1 LOT 6 BLOCK 1 LOT 8 BLOCK 1 LOT 9 J�,�vtOF2EN0 �• Ot��NE' ; REPUTED Oa<dE ►') REPUTED _ _ REPUTED O�'dNER: � TF t REPUTED C`�,tv"R: -REPLI) €r �e REPUTED JAti�ES E:LI7,ASETH CASSC3`1 REFUTED PdEI : REPUTED O ;NCR REPUTED OWN1 R: REPUTED O NER: REPU r E'D O.INER: k P € �, OYdNEFi: REPUTED 0...NER- REPUTED OWNER- REPUTED OWNER: REPUTED OWNER: FELIX ANDO�ttt^, O:dt�EI�• VERA ` SE.CTIO,•4 14'4 I -_P ITED OWNER:: I D ..I A. T<t NE I R9} AM GARCl � ; SOURAVLIS �c ANNA MARY SERNINGEP JOIIN AND JO�!N AND I �NDA MULE I DOPE ( J. SA�thl�f I ELIZA�11H ( TAHENY BLOCK 1 LOT 10 ?f;Y & TO NY INC. MARGARET ALFRED CILE I TT JR. I AB'„ H I JAMES HINES I DOREEN S OR ( � HRI OVAIANTIS 14fARGARET TONER RIAIRY FETZKO CiTTI 51"i+,R0�3 RODP,IGJEZ HERCFtUE:TI:.r� � RIw�'UTI=D C;'1�Ni"R: ' I PAUL RENNER ! pw w x If',,�UfzE+EN f?^vC. q sF m e RA€ ( r } t i7z d£Jd*g I QS, R&PL . / » i. i''J t �i7LA4sSv0'JS A T Try ROW a o,,a. F s� a�s� Fern. «d _ S33 28 25.97E ��� �i ' 1P i uTu 4ShuJ� GB 1E ... • . vz, TT ! t1 e �dENCE �, Tz. S 1652.84 J �.. Y I Q 1 80.5' 70.0' l`- i o • 'r. 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Y o r1ryTHE €?Oar d � I �� TREEROW -_ --_�� __ �__ L ti/gym ✓W✓°'`-�' j f 1 ff f,,.-•^-" - ..,-.,...._.._..,_,..--_,,__^...................._--..._.__.,,--- ---- Cafr^a7 7�hYIf 63--- � -- .,,,,,.._.._.,,...._._.,._.__.- __ .,.., f e� �' LEGEND: �\ - ° r-- ___________-�___________�__-_w�rr of 3 .t, t%. rr N33' 28' 25.94"W REPUTED OWNER: MEGA STYLE LLC -- - - PROPERTY LINE 1487.19' TAX LOT 9 t f n ® PROPOSED CRUSHED BLUESTONE PAVEMENT ti c> PROPOSED FULL DEPTH ASPHALT PAVEMENT SITE PLAN O n W W W PROPOSED PLAYGROUND TURF (BURKE OR APPV'D EQUAL) SCALE: 1"=60' o W 0 60 120 p Feet U ® PROPOSED MULCH �I p o PROPOSED SYNTHETIC FIELD TURF 0 0 PROPOSED ACRYLIC COATED PAVEMENT PARKING REQUIREMENTS SITE DATA TABLE 0 1. SUFFOLK COUNTY TAX NUMBER(S) 1000-122-07-09 ON-SITE PARKING REQUIRED: 1 STALL PER 300 SF GFA PROPOSED 5' WIDE CONCRETE SIDEWALK 51,484 SF/300 SF = 172 STALLS 2• ZONING CLASS R-80 (RESIDENCE) V) 5 STALLS PER COURT 3. AREA OF SITE 20.82 ACRES (906,919.20 SF) U) 5 X 10 = 5Q STALLS � o� 4. INTENDED USE OF PROPERTY RECREATION ' PROPOSED CONC. APRON MULTI-USE FIELD 1 STALL PER 2 PLAYERS 3 22 PLAYERS = 11 STALLS 6. DATUM U.S.C. & G.S. OR T.O.B. U.S.C. & G.S./NAD83 (HORIZONTAL) & NAVD88 (VERTICAL) p Q+ + TOTAL STALLS REQUIRED: 233 STALLS 7. DEPTH TO GROUNDWATER SEE TEST HOLE ON EXISTiNG CONDITIONS PLAN PROPOSED TOPSOIL & SEED ZONING COMPLIANCE TABLE ( R-80 RESIDENTIAL } v + + HANDICAP STALLS REQUIRED: 7 STALLS ALLOWED (REQUIRED) PROVIDED `••'�• PROPOSED TREE LIMIT STALLS PROVIDED: 236 MINIMUM LOT SIZE 80,000 SF 906,919.20 SF --(--------_.�- HANDICAP STALLS PROVIDED: 8 MINIMUM LOT WIDTH 175 FT 577.68 FT D L� o PROPOSED CONCRETE CURB TOTAL STALLS: 244 U MAXIMUM BUILDING LOT COVERAGE 20% 181,393.42 SF 9.1% 82,500 SF � x PROPOSED 6' HIGH CHAIN LINK FENCE (UNLESS OTHERWISE NOTED) MAXIMUM FLOOR AREA (F.A.R.) N/A 82,500 SF MAR 0.3 2016 N LANDSCAPED AREA N/A 2.6% (23,796 SF) PROPOSED 20' HIGH CHAIN LINK FENCE MAXIMUM IMPERVIOUS SURFACES N/A 20.50% (185,669 SF) SouthoidToovn BETWEEN ROAD & MULTI-USE FIELD Panning Board � ( ) '"°'� MINIMUM FRONT YARD SETBACK 60' S56'-11" ._0___ PROPOSED 10' HIGH CHAIN LINK FENCE MINIMUM SIDE YARD 20' 213'-11 p MINIMUM REAR YARD 75' 418'-11" DATE BY DESCRIPTION APPROV. BY 0 (AROUND TENNIS COURTS) REVISIONS MAXIMUM BUILDING HEIGHT 35' 35' FT (38-40 FT RIDGE HT.) o PROPOSED FULL DEPTH ASPHALT SAW CUT 9.300 ROUTE 25, LAUREL N.Y. 11948 N ®® PROPOSED CATCH BASIN SU FO COUNTY w SPORTS EAST RECREATION CLUB ❑❑ PROPOSED CROSSWALK 0 0 LL PROPOSED HANDICAP PARKING "{ PROPOSED SITE PLAN n y 0 t + •. PROPOSED DUMPSTER ENCLOSURE• "' =I ♦ "' L.. K. McLEAN ASSOCIATES P C:. x�� y N O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N PROPOSED ARBORVITAE'S °' Designed B AS NOTED Sheet No. oy ,� 9 Y MF/CFD scale: , FEBRUARY 2016� > �l�ss=SS-;t<}`�' ,•-/' Drcwn By: M F Date: /� / PROPOSED LIGHT POLE Appf'oved B RGD File No. 16029.000 C `i' U Y SIGNAGE FOR ACCESSIBLE PARKING _^� P AV E M E N T-Z S U R F A C E SCHEDULE im 12" 5.0 �� SYMBOL SECTION/DESCRIPTION REMARKS GREEN BORDER (3/8") AND ~- RAMP LANDING RAMP " y ' 1 TYPE 6 ASPHALT PAVEMENT LETTERING (2., HEIGHT) x REVEAL TYPE 3 ASPHALT PAVEMENT RESERVE 0' 1.5 %'<' 6 RCA PROPOSED ASPHALT DROP CURB 4 I-�--6 --� Na.: : ,. ``; „ � �'����, ;4";'/��9" �0 � PAVEMENT (PARKING P N G LOT WHITE BACKGROUND AND - x " 5 ---��---4.5 I -I 6 STABILIZED SOIL 3 8 MARGIN LWHEEL i I-III-III-III-III-I , I-I STOP (TYP. ..��, :,.- ; BLUE INTERNATIONAL 4" (TYP• 4" (TYP. HYDROSEED AS SPECIFIED SYMBOL OF ACCESSIBILITY BLUE '` 1AREA 2" (TYP.) y W ;�'' ` 4'(MIN.) DEPTH OF TOPSOIL GRASSED DISTURBED NOTE: PAVEMENT * •. W W W W ', (ALL SIGN HEIGHT SHALL BE SET MARKINGS ;fir, - - _�' ` " _ _ SURFACES NOT TO MAKE IT CLEARLY VISIBLE W y y _ � TO ALL PEOPLE WITHIN THE S., >` � " (�'P•) I- OTHERWISE PAVED W W � W �I-III I I 1 I I�i I I=1 I I COMPACTED SUBGRADE I- _ OR PLANTED) DRIVER'S SEAT OF ANY - - - - VEHICLE y 12" _ *,. ' 3/8" GREEN BORDER ��� � � o � � 6" #1 & #2 SUBANGULAR 1 1/2" GREEN LETTERING STONE BLUESTONE PARKING 6" ACCE,SSIBL WHITE BACKGROUND AND __ _ - AREA 3/8" MARGIN PROPORTION S FOR THE k" I I-III=I 11-III^III=1 I I COMPACTED SUBGRADE INTERNATIONAL SYMBOL OF S I G N A G E F O R ACCESSIBLE PARKING ACCESSIBILITY a (UNLESS FINISH, STEEL TROWEL EDGE d '� - (UNLESS OTHERWISE NOTED) N.T.S. N.T.S. a a 4" (4000 PSI) CONCRETE W/ 6" x GENERAL NOTES: x x 9c x--�---x PARKING DETAIL .. - -____-° 6" 6/6 WIRE MESH AT MID-DEPTH CONC. WALK 1. THE DIMENSIONS AND SLOPES PRESENTED IN THE DETAILS ARE THE MINIMUM TYPICAL ACCESSIBLE _ _ _ _ NECESSARY TO COMPLY WITH THE ADA AND DOT STANDARDS. ANY DEVIATION I I-III-I ( ( III-III-) I I COMPACTED SUBGRADE LESS THAN THE MINIMUM WIDTH OR GREATER THAN THE MAXIMUM SLOPE N.T.S.FROM THESE STANDARDS MUST BE DOCUMENTED WITH THE STANDARDS ° G BEING MET TO THE GREATEST EXTENT PRACTICABLE AND CONSISTENT WITH THE MOST CURRENT ADAAG. ROUND DEFORMED 1"0 ANCHOR PIN REBAR (3 REQUIRED) SLEEVE (TYP.) 4" DEPTH OF MULCH CURB RAMP NOTES: 1. THE MINIMUM WIDTH FOR SIDEWALK CURB RAMPS IS 5'-0 1„ vvvVvvvvvvvvvvvvvvvvvv vvvvvvvvvv �® EDGE PLANTING BED (4" MIN. G 2. THE RUNNING SLOPE OF A CURB RAMP SHALL BE 1:20 (5%) MINIMUM DEPTH) TO REMOVE ROOTS & (PREFERRED) AND 1:12 (8.33%) MAXIMUM. a - - VEGETATION MULCHED AREAS a o v d. _ \�G 3. WHERE THE SLOPE OF THE ROADWAY EXCEEDS 8.33% THE CURB RAMP a ° a COMPACTED SUBGRADE 0 LENGTH IS THE LENGTH NECESSARY TO MEET THE EXISTING SIDEWALK. IT IS I I-III-III-III-IIII NOT NECESSARY THAT THE RAMP LENGTH EXCEED 15'-0". - 4. THE CROSS SLOPE OF CURB RAMPS SHOULD BE AS FLAT AS POSSIBLE, NOT [_-_1O" 1O" 1'-9" 1O" 1'-J"---r}�-1d"-•-{ TO EXCEED 1:50 (2%). THE CROSS SLOPE AT MID BLOCK CROSSINGS MAY BE WARPED TO MEET STREET OR HIGHWAY GRADE. SECTION ELEVATION �' " y 3" SofPad AS MANUFACTURED BY 5. THE VERTICAL ALIGNMENT OF A CURB RAMP, EXCLUDING THE FLARES, SHALL MOTE: XGRASS ORR APPROVED EQUAL G BE PLANAR. GRADE BREAKS SHALL BE FLUSH AND PERPENDICULAR TO THE INSTALL EACH WITH 2-#8 REBAR AT y W 1�" SofGrass AS MANUFACTURED BY 4" CONCRETE DIRECTION OF THE RAMP RUN. A 3'-0" BURIAL AND TOP FLUSH W W W SIDEWALK PROPOSED XGRASS OR APPROVED EQUAL 6. RAMP TRANSITIONS BETWEEN WALKS, LANDINGS, GUTTERS, OR STREETS SHALL WITH TOP OF WHEELSTOP. '� BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES (1/4" MAX). 1 BACKING W/ DURAFLO TURF AREAS CONCRETE WHEEL STOP DETAIL ::,:;::: ::: ::,: ::,:...:.:: :. : :.....:.:Y., :�..,..,:,.,,: .�...: ;,, ••- a..• BACKING AS ' 7. WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, FLARED 3 BURKE OR SIDES WITH ASLOPE OF 10% MAXIMUM, MEASURED PARALLEL TO THE CURB ,� ,y i o 0 o MANUFACTURED BY LINE SHALL BE PROVIDED. N.T.S. W W W � XGRASS OR APPROVED APPROVED NT I' EQUAL. EQUAL) MID -- BLOCK CROSSING CURB RAMP LANDING NOTES: y y W o 0 1. LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION OF A 5'-0" BY 5'-0". _-_-_-_-_- LANDSCAPE NAIL TYPICAL DIMENSIONING W W � y W I I 1=1 I I_I I E1 I I=I 1 1_I 11-I I 4" RCA 2. THE RUNNING AND CROSS SLOPES ON LANDINGS AT INTERSECTIONS IS 1:50 " I I 1-I 1 IJ1 1 1-1.1 1-1 1 1'-"1 1 1-1 1 1-1 1 1 COMPACTED SUBGRADE N.T.S. (2%) MAXIMUM.THE RUNNING AND CROSS SLOPES AT MID BLOCK 2 " B.C. (BOTTOM OF CURB) y y y y CROSSINGS MAY BE WARPED TO,MEET STREET OR HIGHWAY GRADE. R_j" � LIQUID AC JOINT : . : . . . . ..... .... . �1IFSYNTHETIC GRASS �-_ 11" TYPE 6 .. �.. '; :;..:.:. INFILL(AS CHOSEN BY THE TOWN) A/C JOINT SEAL, 1= " " ASPHALT PAVEMENT :::::::::::::.:.:.:.:.:.:.:.:.:.:.:.: " 3" WIDE 1 " TYPE 6 18 6 2 DEPTH FINISHING STONE MIN �i.0- SAWCUT ASPHALT PAVEMENT #50 BAR CONTINUOUS °`" ' '' ` '``"' TONE BASE DRAINAGE PROPOSED TURF ARTIFICIAL ' BETWEEN JOINTS 3" 4 ' 21" TYPE 3 ASPHALT PAVEMENT �0 Q 6 DEPTHS SED A •- . AGGREGATE 2 " TYPE 3 ASPHALT PAVEMENT '.'.'.'.'.'.'.'.'.'. - -_-_f- EXISTING PAVEMENT CONCRETE TO BE 4,000 6" CA :::::: I-I I i-I I (-III-I I I-I I I-I 0 6 RCA P.S.I. AT 28 DAYS. PROVIDE - - COMPACTED SUBGRADE EXPANSION JOINTS AT 20'-0" O.C. (MAX.) WITH 1/2" �I I I-111-III=1 11=1 11=1 11=1 11=1 I �g"� I�_- ACRYLIC TOP SURFACE o III Ill=III=III=111=III= 6" STABILIZED SOIL BITUMINOUS JOINTS TACK COAT BITUMINOUS �T=III=III=111=III cn MATERIAL "A" CUTBACK �TTI=III=III=III-III- SEE PROPOSED ASPHALT NOTES: PAVEMENT ABOVE FOR BASE 1. CONCRETE SHALL BE A MONOLITHIC POUR AND TO BE * ACRYLIC ASPHALT SURFACE SYSTEM PROPOSED ACRYLIC CURED IN 14 DAYS (MINIMUM) BEFORE ROADWAY PAVING ONE (1) APPLICATION OF ACRYLIC COLOR TOP SURFACE CAN BEGIN. Ro&� 2. MAINTAIN GUTTER GRADE RELATIONSHIP TO OF ROAD. o 0 0 0 o FINISH COURSE (TENNIS COURTS) I N A T I 0 N - - - TWO (2) APPLICATION OF ACRYLIC COLOR FULL DEPTH P AV E M E N T TERM SEE STANDARD ROAD SECTION. -IIII I i-III-i ( -III-i TEXTURE COURSE cn - - - - ONE (1) APPLICATION OF ACRYLIC LL' DETAIL CONCRETE CURB DETAIL _ RESURFACER COURSE 0 c� N.T.S. N.T.S. I Lam. o - I o POST CAP *; O ROUND END & CHAIN LINK FABRIC, CHAIN LINK FABRIC FENCE NOTES: N CORNER POST (TOP SELVAGE - 6 GAUGE CORE ' CD 2.875" O.D. KNUCKLED) 2" MESH 1. CONCRETE FOR CURB AND POST FOUNDATIONS SHALL BE c� 4.000 P.S.I. 28 DAY STRENGTH � 2. WHERE "NO CURB" IS SPECIFIED PROVIDE COIL SPRING WIRE 0, LINE POST 6" ABOVE BOTTOM OF WIRE. � 2.375" O.D. � 1.66" (1 5/8") 3. VINYL CLAD FABRIC SHALL HAVE PVC COATING ACCORDING TO �- 00 BRACE RAIL FEDERAL SPEC. RRF 191B 1R TYPE IV CLASS 1A THERMAL 4 EXTRUSION METHOD WIDTH 0.40 OZ/FT2Z ZINC. COLOR SHALL BE BLACK.GALVANIZED Ip CC� ��� 4. VINYL CLAD POST, BRACES, GATE FRAMES AND ACCESSORIES "�IAZ 3 2016 o SAME SPEC AS FABRIC. U BOTTOM SELVAGE 2'x3' TACTILE DETECTABLE HOG RING 5 2!875"CO.D. WEIGHING04 64R LBS/LFNVINYLSCLADALL BE SS-40 WARNING SURFACE FOR THE Southold Town (TYP-) #7 GAUGE " OR APPROVED IMPAIREDVISUALLY EQUALS TILES)TEP Planning Board TENSION WIRE LINE POST TIE 0 REVEAL 6. VINYL CLAD FENCE: LINE POST SHALL BE SS-40 PIPE 2.375" O.D. WEIGHING 4.64 LBS/LF VINYL CLAD. 6" �2 \\\\ DATE BY DESCRIPTION APPROV. BY FO 7. VINYL CLAD FENCE: POST CAPS SHALL BE GALVANIZED STEEL 1 �� REVISIONS O VINYL CLAD. 1I 1110 I 0 r .18. TOP AND BOTTOM TENSION WIRE SHALL BE NO. 7 GAUGE s' 1p 9300 ROUTE 25, LAUREL N.Y. 1 1948 0 1" ) ATTACHED WITH 12-1/2 GAUGE IHOG RINGS AT 12" O.C.. ��� �II��IIlII�)I,I .' SUFFOLK COUNTY TURN BUCKLE e CONCRETE I: •• al I :, I< I (• •I FOOTING (TYP.) I• :. ,I ALL WIRE SHALL CONFORM TO LATEST ASTM DESIGNATION A641 � N CLASS 3 REQUIREMENTS. FLUSH, SMOOTH O TENSION BAR - ADJUSTABLE TRUSS ROD a 1 I n NOTES TRANSITION SPORTS EAST RECREATION CLUB Q � � ' I 9. FABRIC TIES FOR POSTS SHALL BE NO. 6 GAUGE ALUMINUM AND SPACED VERTICALLY AT 1'-2" O.C. MAX. 1. SEE GENERAL PLANS FOR TYPE AND LOCATION OF e [A� SIDEWALK RAMPS. 6" I 1 O' SPACING (MAX ;I I 10. INSTALL GATES AS SPECIFIED BY THE FENCING MANUFACTURER. SITE DETAILS O - L; - -- 6 •a>� •a •L�, 2, WHEN CONCRETE, THE ENTIRE RAMP SURFACE SHALL BE TEXTURED TO � � a,. '' , " n'�. l0 I A L� 11. CENTER UPRIGHT REQUIRED ON GATE LEAVES 8 -0 & WIDER. PRODUCE UNIFORM STRIATIONS 3/16 TO 1/4 WIDE, BY 1/4 DEEP IEli L ' ON 3/4" TO 1" CENTERS. THEY SHALL BE PERPENDICULAR TO THE f; C ,�;, 12. GATE HINGES SHALL BE DESIGNED TO PROVIDE A FULL 180 CENTER LINE OF THE RAMP. THE CAPABILITY TO PRODUCE AN "� `% L. K. McLEAfV ASSOCIATES, P.C. FENCE SECTION ELEVATION NEW YORK 11719 CONSULTING ENGINEERS 43T SOUTH COUNTRY RD., BROOKHAVEN, o 10"� NORMAL; DEGREE SWING. ACCEPTABLE TEXTURE SHALL BE DEMONSTRATED TO THE ENGINEER r ',. 3 c� 0 12 CORNERS PRIOR TO INSTALLATION. 13. GATE SHALL BE PROVIDED WITH A DOUBLE GATE LATCH WITH t: as` °J Sheet No. "� ' Designed By: MF�CFD scale: AS NOTED N CYPHER LOCK. SIDEWALK CURB RAMP DETAIL (CONCRETE) �� � �� .° 561 d �� Drawn By: MF Date: MAY 2015 C5 6 ' BLACK VINYL COATED CHAIN LINK FENCE N.T.S. ~^ ��`��'� � 16029.000 � > -'� Approved By: RGD File No. N.T.S. --y L RLDG, P6ST A, AIL . ......;I S33* 28' 25.97"E A �'T_0C K 'r, ,, V - -7- FE NCT FFNCE AEFE nNFE- q,TUMjfqCUS PAV-__?A­01 EF R 0 V�-' POFT t, R 1652.84' y GATE RIM ELEV, =21. OP PIPE INV.--\PIPE INV. RI ELEV. =17.80 =18.00 =2\1.51 PIPE INV PIP \INV. PIPE Ty. =18\45 _18.35 / RIM' E -2 2. C4 2F 7-- \J ?-19.2'0/ r -E RIM EL I RIM ELEV. 2"6 SANITARY SYSTEM I/ V� PIPE INV. ( I\ \ e-IF.G. ♦ -21 =17.82 PN.C:PPE IN -------- -4c PROPOSED RIM El- PIPE INV. -PIPE INV. =23.45 18.,02 18.05 " '1� ,-,*'- I- Im E F.G.'- -K ELEV. Al 17.6,5 F.G. �o 25.00 -0 2 32 11, 25.20 -23.71 ADO' PIPE INV. F.G. ' F.G. 270 V.- 0 0 41 F.G. 24.89 =17.55 LO zo.� 0 -A-A -co 'n x\ ; 11 a ` ,. A-A C. INV. j6 EL RD 991 =22 -_26 T/7-7-7�77 . . . . . . . . . . . . . RIM 01- c� 5 INAGE SYSTEM V) ��,k �IPE INV. 1-7-.4521- to o 0 01-PE INV. _4 P'l /IN). =22.�5_ EV PIPE IN \ ?c 1Y�w ?� 1• N) PIP E RIM EL_ / 2539 =21.6 PROPOSED BUILDING A RE �LEV. -I'a /7 P� 28-_ �4.82 PIPE IN -PIPE 11 0 -0e I 7�_ /PIPE INV. EL =21.48 4- 1.70 13 PIPEINV. T25. y =21.48( fPE INV. 21.28 F.G. 26 RIM ELEV.\'�6 26.02--X PI Lm INV. ip.kj >L c 11 :25 47 21.38 1/ PIPE INV. No*N0 L.41 I-Z-4 Z ---DTZN E SYSTEM 4- =140.1 Z1\v7l� -7 10-< ------- ( 'I c RI LEV. =92.50 6.86 RO 1 0 LEADER RIM ELn( RIM ELEV =231 1 u =26.21- I EV =27.33 PE INV. 4 =17 7::� RIM ELEV. PI PIPE IN PE INV. INV. __22.23 2.40 PIP F F.G. 0 F.G. - 2.6 5� NI, fit' 28.50 � ,e % �f 1 00 PIPE I o F.G. = pl;E li�,j 8.99 'LEV. RIM ELEV. 17. 0 07 16 5s PIPE I %'k 0 F.G. DRAINAGE -17 PIPE 28. 0 PIPE INV c SYSTEM fo 8.10 =24.00 TE�T HOLE LOCATION J V V, PIPE 1:0) 3.90 ELEV. , \ _ tl� ` f _ W 84 y y y jr RI t; it ............. ... .. E RIM ELEV. \_PIPE INV. L� L 1128 lVi-I =27.87 =24.1 0 Z =23.80 -- ------------------------------- ----------------- ------------- DIRT PATH/ROAD ........................ ----- ----------- ti ev �itzT PAT-�iHIARoAV ---------------4------------------- ------------- _y__y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TRCE POW ---------------------------------------------------------- --------------------- N, 019, PATH/1?0A0 OWNER: MEGA STYLE LLC REPUTED n N33* 28' 25.94"W 1487.19' TAX LOT 8.9 SITE PLAN SCALE: 1"=50' 0 50 100 Q) Feet C) PROPOSED DRAINAGE- CALCULATIONS: 0 1 REQUIRED DRAINAGE CALCULATIONS, AREA 14 SYSTEM I LEGEND: AREA 1 AREA 7 AREA 10 IMPERVIOUS (ROOF) = 37,500 SF (Q=ACI) IMPERVIOUS (ASPHALT) 12,167 SF (Q=ACI) IMPERVIOUS (ASPHALT) = 11,100 SF (Q=ACI) IMPERVIOUS (ASPHALT) 1,717 SF (Q=ACI) INCLUDE AREA (1 & 3) n I PROPOSED CONTOUR CW=(12,167 X 1.0)= 12,167 CF Cw=(11,100 X 1.0)= 11,100 CF CW=(1,717 X 1.0)= 1,717 CF 7,273.88 CIF REQUIRED CW=(37,500 X 1)= 37,500 12,167 X 2-/12- (RAINFALL)= 2,068.39 CIF 11,100 X 2-/12- (RAJNFALL)= 1,887 CIF 1,717 X 2-,112- (RAINFALQ= 291.9 CIF 10'0 DRYWELL= 7,27.3.88 CFZ68.42___CF/VF= 106.31 VF 0 37,500 X 2-/12" (RAINFALL)= 6,375 CF 0 SF (Q=ACI) TOTAL STORAGE REQUIRED = 291.9 CIF PROVIDE: (11)100 LEACHING STRUCTURES 010' EFF. DEPTH (D IMPERVIOUS (CONC. WALKS) = 1,056 SF (Q=ACI) IMPERVIOUS (CONC. WALKS) = 1.02 0 -11.0 - - EXISTINIG CONTOUR AREA 2 CW=(1,056 X 1.0)= 1,056 CIF CW=(1.020 X 1.0)= 1,020 CF AREA 15 SYSTEM 2 0� IMPERVIOUS (ROOF) = 37,500 SF (Q=ACI) 1,056 X 2-/12- (RAINFALL)= 179.52 CF 1,020 X 2-/12- (RAINFALL)= 173.40 CIF IMPERVIOUS (ASPHALT) = 2,570 SIT (Q=ACI) INCLUDE AREA (2, 4 & 5) N E PROPOSED U.G. ELEC. SERVICE CW=(37,500 X 0.90)= 37,500 PERVIOUS (MULCH) = 950 SF (Q=ACI) PERVIOUS (MULCH) = 574 SF (Q=ACI) CW=(3,570 X 1.0)= 3,570 CF 3,780 CF REQUIRED 0 CW=(574 X 0.2)= 114.8 CIF Q0 37,500 X 2-/12- (RAINFALL)= 6,375 CF CW=(950 X 0.2)= 190 CF 36,000 X 2*/12" (RAINFALL)= 606.9 CE 10'0 DRYWELL= 8,436.19 QF/68.42 CF/VF= 124.18 VF -Fs-- PROPOSED 4" FIRE WATER SERVICIE 190 X 2-/12- (RAINFALL)= 32.3 CF 114.8 X 2-/12- (RAINFALL)= 19.52 CF ACI) TOTAL STORAGE REQUIRED = 606.9 CIF PROVIDE: (13)100 LEACHING STRUCTURES 010' EFF. DEPTH I-" AREA 3 PERVIOUS (ARTIFICIAL TURF) = 1,085 SF (Q=ACI) PERVIOUS (ARTIFICIAL TURF) = 1,902 SF (Q= cn PERVIOUS (MULCH) = 4.054 SF (Q=ACI) CW=(1,085 X 0.98)= 1,063.3 CF CW=(1,902 X 0.98)= 1,863.96 CF AREA 16 SYSTEM 3 cy) -W PROPOSED 2" DOMESTIC WATER SERVICE c- CW=(4,054 X 0.2)= 810-80 1,063-3 X 2"/12" (RAINFALL)= 180.76 C 1,86,3.96 X 2"/12" (RAINFALL)=-316.87 CIE IMPERVIOUS (ASPHALT) = 2,749 SF (Q=ACI) INCLUDE AREA (6 & 7) 810.80 X 2-/12" (RAINFALL)= 137.84 CF TOTAL STORAGE REQUIRED = 2,460.97 CF TOTAL STORAGE REQUIRED = 2,396.79 CF 3: CW=(2,749 X 1.0)= 2,749 CF 4,662.62 CIF REQUIRED 0 %12�FP- PROPOSED 1"X12" FLAT PIPE PERVIOUS Q- STONE) = 11,589 SIF (Q=ACI) 2,749 X 2-/12" (RAJNFALL)= 467.33 CF 10'0 DRYWELL= 4,662.62 CF/68.42 CF/VF= 63.14 VF CW=(11.589 X 0.3)= 3,476.7 AREA 8 AREA 11 IMPERVIOUS (CONC. WALKS) = 35 SF (Q=ACI) PROVIDE: (7)100 LEACHING STRUCTURES 010' EFF. DEPTH 3476.7 X 2-/12- (RAINFALL)= 591.04 CIF IMPERVIOUS (ASPHALT) = 615 SF (Q=ACI) IMPERVIOUS (ASPHALT) = 36,000 SF (Q=ACI) CW=(35 X 1.0)= 35 CIF PROPOSED 8" HDPE PIPE IMPERVIOUS (CONC. WALKS) = 1,000 SF (Q=ACI) CW=(615 X 1.0)= 615 CF CW=(36,000 X 1.0)= 36,000 CF 35 X 2-/12- (RAINFALL)= 5.95 CF SYSTEM 4 104.55 CF 36,000 X 2"/12- (RAINLALL)= 6,120 CIF INCLUDE AREA (9 & 10) CW=(1,000 X 1.0)= 1,000 CF 615 X 2-/12- (RAINFALL)= PERVIOUS (MULCH)-= 1,236 SF (Q=ACI) E c E PROPOSED 8" ADS DRAIN PIPE 1,000_X 2-ZJ2- (RAINFALL)= 170 CF PERVIOUS (MULCH) = 2.480 SF (Q=ACI) TOTAL STORAGE REQUIRED = 6,120 CF CW=(1,236 X 0.2)= 247.2 CF 4,662.62 CIF REQUIRED (ROOF DRAIN) TOTAL STORAGE REQUIRED = 898.88 CF CW=(2,480 X 0.2)= 196 CF 247.2 X 2-/12- (RAINFALL)m 42.OZ CF 10'0 DRYWELL= 4.506 93 CF/68.42 CF/VF= 65.88 _VF MAR C 3 Z016 0 496 X 2"/12* (RAINFALL)= 84.32 CF AREA 12 TOTAL STORAGE REQUIRED = 515.30 CF PROVIDE: (7)100 LEACHING STRUCTURES 010' EFF, DEPTH 0 AREA 4 TOTAL STORAGE REQUIRED = 188.87 CIF IMPERVIOUS (CONC. WALKS) = 35 SF (Q=ACI) I co PROPOSED 12" ADS DRAIN PIPE PERVIOUS (MULCH) = 7,825 SF (Q=ACI) CW=(35 X 1.0)= 35 CF AREA 17 SYSTEM 5 Southold Town CW=(7,825 X 0.2)= 1,565 AREA 9 35 X 2-/12- (RAINFALL)= 5.95 CF IMPERVIOUS (ASPHALT) = 5,561 SF (Q=ACI) INCLUDE AREA (111, 12, 13, 16 & 17) Planning Board PROPOSED 10'0 DRAINAGE LEACHING 1,565 X 2-/12- (RAINFALL)= 266.05 CF IMPERVIOUS (ASPHALT) 11,178 SF (Q=ACI) PERVIOUS (MULCH) = 12,621 SF (Q=ACI) CW=(5,561 X 1.0)= 5,561 CF 12,293.84 CF REQUIRED POOL W/ 12" ADS PIFE & COVER TO GRADE PERVIOUS (J" STONE) = 21,837 SF (Q=ACI) CW=(11,178 X 1.0)= 11,178 CIF CW=(12.621 X 0.2)= 2,524.2 CF 5,561 X 2"/12* (RAINEALL)m 945,37 CF 10'0 DRYWELL= 12,293.54 CFZ68,42 CF/VF= 179.68 VF CW=(21,837 X 0.3)-- 6,551.10 11,178 X 2-/12- (RAINFALL)= 1.900.26 CF 2,524.2 X 2-/12- (RAINFALL)= 429.11 CIF TOTAL STORAGE REQUIRED 945.37 CF PROVIDE: (18)100 LEACHING STRUCTURES 010' EFF. DEPTH DATE -f-BY DESCRIPTION APPROV. BY 6,5 1- S (CONC. WALKS) = 884 SF (Q=ACI) PERVIOUS (ARTIFICIAL TURF) = 23,200 SF (Q ACI) SYSTEM 6 co PROPOSED 10'0 DRAINAGE LEACHING 51 X 2"t-i_ (RAINFALL)= 1,113.69 CF IMPERVIOUS CW=(23,200 X 0.98)= 2.273.6 CIF REVISIONS Q) IMPERVIOUS (GONC. WALKS & PAD) = 3,689 SF (aWk0§84 X 1.0)= 884 CIF r ) -Al POOL W/ 12" ADS PIPE (DOES NOT DAYLIGHT) 884 X 2-/12- (RAINFALL)= 150.28 CIF 2,273.6 X 2"112" (RAINEALL)m 3,865.12 CF INCLUDE AREA (14 & 15) I-,' CW=(3,689 X 1.0)= 3,689 CF 2,062 SF (Q=ACI) TOTAL STORAGE REQUIRED = 2,396.79 CF 898.88 CF REQUIRED 9300 ROUTE 25, LAUREL N.Y. 11948 CD 3,689 X ,2"/12" (RAINFALL)= 627.13 CF PERVIOUS (MULCH) 100 DRYWELL= 898.8 CF/68.42 CF/VF= 113 VE 0 PROPOSED CATCH BASIN TOTAL STORAGE REQUIRED = 2,006.87 CF CW=(2,062 X 0.2)= 350.54 CF AREA 13 PROVIDE: (2)100 LEACHING STRUCTURES 010' EFF. DEPTH 0 190 X 2"/12" (RAINFALL)= 59.6 CIF PERVIOUS (ARTIFICIAL TURF)= 64,344 SF (TOTAL AREA) SUFFOLK COUNTY REQUIRED 2,110.14 CF 0) _1.00x PROPOSED GRADE SLOPE AREA 5 TOTAL STORAGE64,344 X 2-/12- (RAINFALL)= 10,938.48 CF SYSTEM 7 cl_� PERVIOUS (J" STONE) = 1,065 SF (Q=ACI) STORAGE IN 8" BASE STONE LAYER INCLUDE AREA (8) SPORTS EAST RECREATION CLUB 0 Cw=(1,065 X 0.3)= 319.5 64,344 X .67 = 43,110.48 CF 188.87 CF REQUIRED E 319.5 X 2-/12- (RAINFALL)= 54.32 CF 0- 43,110.48 X .2(20% STORAGE IN STONE) 8,622.10 CIF 10'0 D YWELL= 188.87 CF/68.42 CF/VF= 2.76 VIE ABB EVIATIONS: AREA 6 10,938.48 8,622.10 2,316.38 CIF PROVIDE: (1)100 LEACHING STRUCTURES 04' EFF. DEPTH GRADING & DRAINAGE PLAN _0 ISHED GRADE IMPERVIOUS (ASPHALT) 11,702 SF (Q=ACI) F.G. FIN P 0 - CW=(1 1,702 X 1.0)= 11,702 CF 0 INV. INVERT 11,702 X 2-/12- (RAINFALL)= 1,990 CF tr ELEV. ELEVAITON IMPERVIOUS (CONC. WALKS) = 845 SF (Q=ACI) • L. K. McLEAN ASSOCIATES, P.C. CW=(845 X 1.0)= 845 CF • c1z: Q0 c: S 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 845 X 2-/12- (RAINFALL)= 143.65 CIF CONSULTING ENGINEER 0 PERVIOUS (MULCH) = 2,000 SF (Q=ACI) Sheet No. CN 0 CW=(2,000 X 0.2)= 400 CF �,,�S,rs"3,p Designed By: MF/CFD scale. AS NOTED 400 2'/12' 1 TOTAL STORAGE REQUIRED 2,201.65 CF Drawn By: IVIF Date: FEBRUARY 2016 C ��Y­Y-71 0_4C_A'__ > Approved By: RGD File No. 16029.000 CAST IRON CURB INLET FRAME & GRATE AS MANUFACTURED BY LONG FINISHED GRADE ISLAND PRECAST OR APPROVED EQUAL ROOF LEADER ASPHALT PAVEMENT '-4" TRANSITION '-6" CAST IRON CLEANOUT "T" BRANCH WITH BRASS OR BRONZE THREADED PLUG 4A -� 4 4" CAST IRON PIPE _ _ a A 1% MIN. PITCH_ GRADE I 2'-6" (MIN.) ° C C ad W J E - 6X6 6&6 W.W.F (OR APPROVED 4zDIA. EQUAL REBAR)8" ADS m PIPE (4) #5 REBAR 0 11J?" O.C. SLOPE 0 1% - - (2) #5 REBAR 2 1/2" O.C. ROOF LEADER DOWNFALL DETAIL J I CRUSHED N.T.S. STONE . 4 d 1 u L_ - " ° o o a 9. 4 d _ (3) #5 REBAR d: I I PLAN VIEW Fes-- r-----24"� 4' X4' CURB INLET-CATCH BASIN TOP 6" PLAN VIEW SECTION C-C " SLAB DETAIL I 22----34"� NOTES: N.T.S. SECTION 1. ALL CONCRETE TO BE 4,000 P.S.I. ® 28 DAYS PRECAST BOX AS MANUFACTURED BY LONG ISLAND PRECAST OR APPROVED EQUAL. NOTES-* 2. PROVIDE PIPE OPENINGS AS REQUIRED. PLAN 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR 3. MANHOLE TO SUPPORT AASHTO H-20 TRAFFIC LOADING. 4. WELDED WIRE MESH ASTM A185. 356 SPECIFICATIONS 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY 5. REBAR ASTM A615 GRADE 60. LOADING 6. ADDITIONAL INLETS TO BE SPACED 5' APART. 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND 5„ PRECAST OR APPROVED EQUAL. 4 �, 4' X4' CURB INLET- CATCH BASIN 24 0 HEAVY DUTY FRAME & COVER N.T.S. N.T.S. 30" .3 6" DRAINAGE NOTES 21 3/4" 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 2. ALL CONCRETE TO BE 400OPSI ® 28 DAYS 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON EXISTING UTILITY RECORDB AND ARE APPROXIMATE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. 47 3/4" 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE ENGINEER PROPOSED MANHOLE PLAN SECTION WITH FENCES, BARRICADES OTHER APPROVED METHODS. NO DIRECT AS DETAILED GRADE GRADE PAYMENT WILL BE MADE a' 5. INVERT ELEVATIONS MAY 13E ADJUSTED IN THE FIELD TO MEET FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED BY THE ENGINEER. O xx�_:;�.� .. . .• <: a.. io _ cn 6. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING. I 1 NOTES: ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE BLOCK, /d 6" 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR { BRICK, AND/OR 1:2 MORTAR MIX. ® ® ® EK ® ® ® LOA SPECIFICATIONS 7. USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS ® ® ® ® ® ® ® 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY UNLESS OTHERWISE NOTED. SEE REINFORCEMENT LOADING NOTE 1 °* ® ® ® ® ® ® El 8" 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING PRECAST OR APPROVED EQUAL. DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE ® ® ® ® 3.0' (TYP. 4 p GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND SHEET PILING AS ° - , �I SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF REQUIRED " ® ® ® ® ® ®M - -I TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND 4 w SECTION U HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT EXCAVATE AND BACKFILL 3 ® ® ® ® ® ®® t- z�� PAYMENT WILL BE MADE FOR THIS OPERATION. FEET AROUND AND BELOW ' z 0 9. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3". SUITABLELEACHING RINGS WITH ® ® ® ® w MATERIAL N AS APPROVED BY THE ® ® ® ® O REINFORCEMENT NOTES: ENGINEER. W 30 " X 48 " FLAT CURB INLET DETAIL 1. STEEL"REINFORCED ON LEACHING SECTIONS WELDED WIRE FABRIC ® ® ® o N.T.S. N 6 x12 #6x#8. � 0 2. STEEL REINFORCING ON CONE SECTION 12-#2 VERT., 1-#3 TOP, 1-# ® ® ® J BOTTOM. z DOME WALL REINFORCEMENT:. ® ® (12) #2 VERT. (1) #3 TOP LOOP ® ® � (1) #4 BOTTOM LOOP o DQME TOP REINFORCEMENT: Lf #4 ®6" O/C B/W (OR EQUIV. � WWM) C- MANHOLE NOTES: ® ® ® MAR 0:3 2016 0 1. ALL CONCRETE TO BE 4,000 P.S.I. @ 28 DAYS PRECAST BOX AS U MANUFACTURED BY LONG ISLAND PRECAST OR APPROVED EQUAL. Plan,iiing Board Southold jtl Town'�. cn 2. PROVIDE PIPE OPENINGS AS REQUIRED. 3. MANHOLE TO SUPPORT AASHTO H-20 TRAFFIC LOADING. 0 iT 4. WELDED WIRE MESH ASTM A185. 10' LEACHING POOL o - Q 5. REBAR ASTM A615 GRADE 60. 0 u- m DATE BY DESCRIPTION APPROV. BY co b / - I REVISIONS O -1. 9300 ROUTE 25, LAUREL N.Y. 11948 CD +� 10 ' - 0 '90 LEACHING CATCH BASIN DETAIL SUF OLK OU TY E 0 N.T.S. SPORTS EAST RECREATION CLUB co d ;,r a' ► o _ , /�};R DRAINAGE DETAILS c0 � � , {�: .Lek° we r$ 7 ' A' � � r K. McLEAN ASSOCIATES P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 'Designed By: MF�CFD Scale: AS NOTED Sheet Na. 56`3� <t; O Drawn By: MF Date: FEBRUARY 2016 l� 7 0 j l� Approved By: RGD Fife 16029.000 U \- S I GIF3 F E R V A �,'v`ENDED MAP OF h-'J I T UC*K PARK SECTION 14.4 SECTIO^C i 4 SECTIO^: 144 BLOCK 1 SECTION 1 SECTION 143 BLOCK 1 LOT 1 SECT'Ohl 144 LOT f3 ,.., BLOCK ' '.'OCR; 1 LOT 9 ' SE,'ir,n r c� SECTIO',! 144 BLOCK 1 SECTION 144 C- SEGTiON 143 BLOCK 1 SECTIO'; 143 - 1 SECTIO '. 143 SEC T i0'l 143 C O d 1 4 _CT ON 144 , C rt 1 f 7 REPUTED SECTION, 143 BLOCK 1 LO? 3 LOT 4.1 SECTfOPI 143 SECTO . 1�3 �rCTIO'. 43 E:LOC`K, 1 LOT 10 REPI UT O'YJNER: BLOCK 1 LOT 2 BLOCK 1 LOT 3 Q O 1 LC, 4 LOT BLOCK LOT •�.2 `'E 'UTED OWNER: tt BLOCK 1 LOT 1 I I I BLCC's! 1 !LOT C I BLOC: 1 LOT 7 I �3L^CK 1 LOT 8 ( ELOCK 1 t_0T I ( Bt_OGK 1 LOT 1 ' I P,. I I I I I I ( I ;" „�v OwrNER: c�c hd r. J. fi�0 ,F, 0 F, t R: n,J ELI?ABT1H CtSS. �, UTED REPUTED Or o R; n RE U �r R_''J �n O•k `r FIEPUTED F.,`sS / �� ` M �s' .I;. :P, r�., h rn D �;ViNF : C 1 ^t'. \ _ REPUTED 1 _ � C� T '1Il R' P� � OI1JEi, C:,::,TFt. T V t ,, - - REPUTED 04", c. ��c t,�, REPUTE P UTED PdER: U Eu O,'n R: r L z ca. --'•_ 4 LTD OJlNER: _ _ ` ` J hi^' r.., �.r, S:,rr, �,r Ti ', 1 "': nc � x ,r;, Cv:,NER: k_PU I L� O k I LD � � � c' R"', . � � F,ID Ju� t � j \\ h<:EF 1 D Ol NrI.. ✓EP; , TI', i -DNE R ( Rt.l SCUT.t : ,,t L.E , � h n" : , ... II_1 11 I / 1 rn AE ,. . P:' t _` ^•'ES F+ S,, `y A�;. z r�R, NG p,• INDA ,F:JLE OPE _+ T"�',.':'E;" ( B'- . r L ) i0 14 ,4 .c I C L� JR, •� ' J „., ._ I vREr,, - , S,0V N I I {AT-�Gr.RET TO" E!? f`,'AP FET:-I,.O �I !- I I I CiT ! I I �.6' HA & TCh:( INICI. I i. GF'Q. �: Frt .._ ( ._ T SHA,RCN R,ODRiGUEL I I f;Ri��_�.r�,L>!.,1TIS I + NFRGR`�ETER }} 1 NOON ---{. -� � -) PLPUTE' O'AT.lM, ,� � .. ~ � �_ I` 1 T 1 PAUL f<Er ;; & f > ,z a �/\r 1 ,) 1- - (-1'�-\ -•�� T� -) +c.:J a 4 e w Yw _} ^Aitl)`E .P' raC,G, �\' /� sn w `�� -`. EsiJ1�DtA<'v^ .�` �`� I "` r r v, y,•, I '�-�•`I PQ_ /` 4__��-~-.vim. .A,� S33' 28 25.97E i _. r_.. �' n. ,� air r/iN s F'avF - -- :E _ \ l ti52 84 1 r r r , r O:i �,-.• ?_' F'J-' FE1_t CF (?-IF L� �: 1 F, ,r F� r,b., Fr NCE •� , -17- ' car ��-�-, e;.�- y y ( r \ a ( \11 �-? -\ ( ) /11 ,-, --- - -\ O/ , -- ' l ct / �- ( \- l 11 i �- ..' N p 1. vo I (0 _ - __:. :: / - .. .:. ..::. .. .. ...... .. ... .... :... .. .... . ..":", ..:::., n:....:.....::< ^:::..k - -�...0--,-- ---------,-,----- -- -. _7 � `1 -E , . . I6-- I \ �,% C� -i-� ice• z = ' - . ._ . a J , •T• '7"::ze� r .. - I s �•r+o •1, O. _ . _ •s �-- \ /--- I I / r 7 _ I l �^� /. 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X• . n to:...::.':. \\ .: 1.. i �`. + u Y�m"r rt+--_ ��i 7' _ BUILDING k PRO POSED BUI \ ,y .z \ T •.. 8.9 i _CT i''` •1: 1 1S STY, 82 500 ) i' 8 �:1 _ �� ' 34.0 '��� i � A�� : z R fuTt Ob'•.. , 1 x 7 ,p a - 1 ?'• t.. 600. :..::::: - ::: . :::: _r'LL- _ :.a {{.,yea.;:.,,. \t 7'• `.`\ - F :: } �' 2 ; A.ti.. u - 1 A�r,p - 1 i i _ 1. i \ f :': _ {\ %r 4 f`- M X a - a :':� $ - '. :. _ - /"7 p.. •4- Y a .. .7 :•- :i:. .. ..::•::--:::--. .a z. a '::. A t:' �A l t ai/ i :- : �. 7� n 1 _ 1. s"y^ \- 7 pp C" } • ::..- 44� - upf - )..7 2'' • t a `>: } :: + L I: j, fA.. f t y "" _ , ; t J { k , l Yam. Y a �e"`- ( r t �/ k T t f - i� s E _ 7 .f ��\`s. _ i s sU :� y k- e r' Z _ _ 7 f s t J y ? `t, f?'.. / �- z� }. '. p .�� .ten' 1 { f r, ` �d `rt�Z �t d �: x � , :::..:::.. r h> ,., ,. ti -.......:::::: ?� H . . I- X I V GR.- }' r 7 W ..:...•• 1 .:FA.-:. Ns Y ,r 3 + Q:*::=ti. :` ;J rZ. - 11' - 171 Y r , S EE SANITARY LAYOUT . _ �_ \r.. IS SHEET -P NTH �- 1 "� LA 1 / � I , � l I A T - -x. O -1 , - a. . - `L 1� cn %4 _ _ \ 6 _ \ , � L' -�• ----- r : -, _ _ i . . . . . -.-* *--, * . , •�:- 8--- - , n I , 1 -- ... 0 +�. i . .. .. . .. . . .... . ,.-- i ......... . . -.----*.. , , ,j• y is 'l 9` f is< f G ', .. - , - � V l N ....,.....: .... ......... ...-. -... ... ... rv. - / J �r „ - H�� _ �' _ } ------ o - l �- / 1 �iT 1� , _ _ _ _ _ V\\ ; - -- _...- - mil' D ___-_-__.-_- -/ �✓�../♦1 -- /' / �----______.---- V,RT P::` `},D -_.._.___-`_-__-__.-__.--- C __._ ------- _ --- _> - _ _ _ ______1 - _ __ pA-i�;<-7;o _--'--- /I /�` -____ ___ ___. ___ __--__ -_ \i �Y'��' -- /- ----p _� ( / / fir^� �f rzo'.^r �`1���``Y'1� � -\ \ . / ---------------- '�J D -- -"-' --'--- -- \ -W � i� Y C �i �f // /i/ -0 a �=:1a » REPUTED OWNER: k`EGG, STYLE LLC / /' N33' 28 25.94 Wl // 1487.19' / 11 TAX LOT 8.S // / I �`` \ ` \ : U ,�. L' =L . : GENERAL NOTES: SIT E PL AN N ;. SCALE: 1 60 TYP;: ::::::: Ill -: : -: : =: =: . ., . . . % 1. :10.5.. 1. UNAUTHORIZED ALTERATION OR ADDITION TO THESE DRAWINGS IS A VIOLATION 11 60 12 0 TI 7 09 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. ;' �1 OF SEC ON 2 6mmmmmmmmi6lllllllllllllllllliFeet - - •I' :r :�_: :� . :Z. :�i :�, �- �: ,,. ;r: LE GEND• ,� �_. ,�. �i ,-� t :� i. •�C ._J:L_ :{`• J:{_:. 'L�' - ACCORDANCE WTH U. .". ,1,, 11. L _i� r. '-J. MEASUREMENTS ARE IN I U.S. STANDARDS. .,1`L� 2 F 4:0 TYP :J. I - - - - -� :-1�:' :1: - - PR OPE RTY L N E ,:r.: : :: :r r: s ��- -��- :t,�-. t�- �- :t�-. ��- :- 3. VERTICAL DATUM IS BASED ON NAVD 88. :� c� �{ C BLUESTONE PAVEMENT :::i�. - . . .-�. . . .,- - . . . . . . .L. . • . - : . . .-�. . . . . . . . . . . . . . . . . . . . . :::::: ED CRUSHED ' PROPOS �:- �,, _t ' ..- �: ' -:. :r T:-i r: --i:= I �l r:' F M THE ORIGINAL OF THESE PLANS NOT BEARING AN : . ��:I`• 4. COPIES FROM - d . . . . . . . . . . .E. . . . � . c •�- . . . • -L- ;L J L'_::J:(I*, j:lr-"* -, : 4:. ::::./•:•:•:•:•••:•:'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ORIGINAL OF THE ENGINEERS INKED SIGNATURE OR EMBOSSED SEAL 0 V MENT T PA E ASPHAL T AND VALID COPY. EPTH SHAL NOT BE A RUE L P I . . . PR OPOS ED F ULL D L o - :;; : o Z: ENO O :l� w-w-w- PR POSED BURKE TURF ?`'' w _ _ _ 0 �� i :l: IT DATA: //�' W SITE Vd W W N % r: _ O: .. . I I *. : . . .t...... . . . . -- ....:-':f.:.*:::.,: : .� Ir[r f( 7 'G.=J':•O O11 Cam' .- - t� `J �i . ' PROPOSED MULCH SITE AREA: 20.82 ACRES U (n - SITE -E -�--e Ill 11 BUILDING AREA: EXISTING: 0 SF MAf� 4 2016 "' LOCATION PROPOSED SYNTHETIC FIELD TURF �' ' ' '''''''- -��£ PROPOSED: 82,500 SF Southa'a'fown SANITARY LAYOUT PLAN NOTES: Planning Board o - - _ _ % - PROPOSED MICROSURFACING EXISTING SCALE: 1"=20' 1. NO EXISTING SURFACE WATERS / WETLANDS WITHIN 100'. -1- GRADE 2. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED 0 , . 26.56' SANITARY SYSTEM. - PROPOSED 5' WIDE CONCRETE SIDEWALK `• DARK BROWN SANDY LOAM (OL) 3. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY 26.06' U •��' PROPOSED TREE LIMIT SYSTEM. / . BROWN SILTY SAND (SM) N.T.S. PROPOSED CONCRETE CURB i.� I 1 22.56' lt� x - X PROPOSED 6' HIGH CHAIN LINK FENCE PROD CT ", U) LOCATION . _ .x, a.E - PROPOSED FULL DEPTH ASPHALT SAW CUT DATE BY DESCRIPTION APPROV. BY a) REVISIONS -- �11.i -.. - ®® PROPOSED CATCH BASIN o PALE BROWN FINE SAND 9300 ROUTE 25, LAUREL N.Y. 11948 0 3�" (SP) IF t w'' �� PROPOSED CROSSWALK i SUFFOLK COUNTY N , 0 % ;p a"ten Fl�,R& E s 1. o, d..,. k.., PROPOSED HANDICAP PARKING 11 SPORTS EAST RECREATION CLUB L- - i,. °' ` ° �� SANITARY PLAN o PROPOSED ARBORVITAE'S 6.56 (NO WATER ENCOUNTERED) -� t `� i , .''`C A „s*`•�'i-".,,^mot J,-�k« s,- �' - ,. 4.40' HIGHEST RECORDED GROUND WATER s. � ��• 4a 9F z , J;, . L. K. McLEAN ASSOCIATES, P.C. r.. �:-u.. .. - (WELL: S39269.1, YEAR: 2010) I `fn ' ':� ' r ; n,-. � "F ,. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N ' "' 1 Sheet No. TEST HOLE PERFORMED BY McDONALD GEOSCIENCE ON 2-18-16 ` ) ,�, << :i.r , Designed By: MF�CFD Scale: AS NOTED �`� �� � f �'"; MF FEBRUARY 2016 O N MAP TEST H O L E �� `` Drawn By: Date: Q 0 > LOCATION (� U N.T.S. N.T.S. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Approved By: RGD File No. 16029.000 *': M 4" -+---2'-10"� —52" COVER ALLOWABLE SITE SANITARY FLOW SECTION —48" HOUSE CONCRETE PIT IN (POPULATION DENSITY EQUIVALENT) O • STAINLESS GROUNDWATER MANAGEMENT ZONE: IV (600 GPD/A(-,RE) STEEL BOLT it USE 600 GPD/ACRE X 20.82 ACRES = 12,492 GPD CLEAN OUTS PLAN 1/8" THK. WASHER SEWAGE DISPOSAL SYSTEM DESIGN (OUTFALL 1) - M X ° DESIGN SEWAGE FLOW RATE - 0.1 GPD/ SF (FITNESS CENTER ' SHOWERS)o 3/8" 0-R!NG GASKET o Xa % � EATION)4 STALLS 3660 GPD {RECR% % XXX ` ' % : cv 2.5 GPD/SEAT X 32 SEATS 80 GPD (JUICE 88R) NOTES: MAX. HOUSE DRAIN X % - - - - - - TOTAL: 3,740 GPD 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR SEPTIC TANK 35B SPECIFICATIONS 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY LOADING 0" REQUIRED: 3,660 GPD X 2 DAY FLOW = 7,320 GALLON 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND PROPOSED BLDG. FNDT. AS PROVIDE: (2) 12'0 AND 5' LIQUID DEPTH, 3,750 GALLON CIRCULAR TANKS 0 PRECAST OR APPROVED EQUAL. PER ARCHITECTURAL PLANS c � FRAME M E & COVER GREASE TRAP 2 4'' 0 WATER TIGHT HEAVY DUTY F j jAN REQUIRED: 80GPD X 1 DAY FLOW = 80 GALLONS C� N.T.S. PROVIDE: (1) 8'0 AND 5' LIQUID DEPTH, 1,500 GALLON GREASE TRAP I METALLIC TYPICAL UTILITY TRENCH FRESH AIR INTAKE PIPE W/ SCREEN LEACHING POOL � WARNIN COVER SHALL BE 1/4" DIAMOND REQUIRED: 3,750 GPD / 1.5 GPD/SF = 2,500 SF of TAPE-CONTINUOUS 10' MIN. 2'+�- PLASTE VENT PIPE WITH HOLE CUT FOR PROVIDE: (22) 8'-6"x4'-9" PRECAST LEACHING GALLEY'S \ \�% j\/j�/� j \-x \\ CLEANOUTS AS REQUIRED (4'-6 " OVERALL STRUCTURES HEIGHT) \\ // 24 LEACHING GALLEY'S X 106 SF = 2,544 SF PROVIDED \�\\ \\'�\% � /\\ \ j�\ '-0" 2,544 SF > 2,500 SF (OK) \ \ `� \\� \ v\\ \\ FUTURE EXPANSION ��%\ / �j\� � \�'l/�j %`�/\\� ��` -►I 2" NOTCH \ SPARE CONDUIT � REQUIRED: 50% OF LEACHING CAPACITY 1/4 PROVIDE: (12) 8 -6 x4 -9 PRECAST LEACHING GALLEYS 0 \�/ �\ ROPOSED ELECTRIC B DG.PROPFNDT.OSED NOTCH (4'-6 " OVERALL STRUCTURES HEIGHT) TELEPHONE AS PER ARCHITECTURAL p COMMUNICATIONS PLANS TOTAL SITE DAILY DISCHARGE: CONTINUOUS TONE - XIAL CABLE) ° CONC. WIRE PROPOSED (COA FOOTING W/ PROPOSED OUTFALL #1 - 3,660 GPD MAR 0 3 2016 WATER SERVICE OPEN 50% DRAWING 11 / BOTTOM Diann ng Board °' TYPICAL UTILITY TRENCH LL — _ N.T.S. c CAST IRON TO SCDHS HOUSE APPROVED SANITARY DATE BY DESCRIPTION APPROV. BY DRAIN v - 8" SYSTEM V N o z '� ° TYP. RR Lli Z SUALO t7UN Y 0) a CAST IRON HOUSE im Q a A TRAP IN CONCRETE PIT t. Z SPORTS EAST RECREATION CLUB Q < 3 , BOX TO BE FILLED WITH CLEAN L SAND LEVEL WITH.THE CLEAN --' OUT PLUGS I .., SANITARY DETAILS 10' MIN. 10' M IN.}-t STRUCTURE SECTION A—A Y TYPICAL EXTERIOR HOUSE TRAP `� L. K. McLEAN ASSOCIATES, P.C. `_I N.T.S. i CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 C"i 0 '; Designed By: MF/CFD Scale: AS NOTED • PLAN VIEW Sheet No. O Drawn By: ". MF Date: MAY 2015 G` 9 > SEWER LINE SEPARATION , Approved By: RGD ale No. 16029.000 N.T.S. S33- 28' 25.97"E - 84' �k 278 TPGG - - :-� 8 JhBC 2 AFA 1 AFA 2 AFA 6 AFA 8 JhBC/ y ---- r,�Ncf."--_ __,.�4r g y ( }—( }--� }—, �"—t }--� }—t } ( ° �-= " � " " _ - w yam.. �.. � ..,.. ...� ,.. � 8 JhBC � � � 24 JhPC s ps ! W y( •;y ;( W �-(" =( y 1�{y }=4-( y} N, o j 9 Pm e _ _ r fil Xy " y "rs Iz •4..r" �_x,..�.�...=_Z'`-.d.._� �,� ��' 4� (�� S �� 63 JcS " y` , y \ F I I ..—_ _ I I y ,�} � � �� 1,A1.1�J.J�h...1.ILJ_J.I�.I..J,_.�Ah.J.sV.._,...l.l..,CJ._!..1...R..1...xe.f.,,<,..1..�.._.L.L1..�..f..1.JtJ.J.J�.l,.L..IJJ.,F1 J.J..�.J•.J'.1...A.l-,..a.AJ l.lJ.Jti;.�.M.J ,' �--•v..1".JJ-...JlJ.1"L,uJ'.1...1_I,JJ..,'._I.J°..J.hJ..1..J.3�1..A,..,�1�J.J.J.�_.l..l.J.1,.J..A.l_J...A._.Vl...t..!1�..,1A.1�__.'�.1...A..,LI...1�_.L,kt..,t}.1.J` i — - x x x x x x x x x --x-- ---x-- ----x-- ----x— ---x— x x x pip" " y X Y X X X x._.. y_ .---v -X Y _x —X ff / / f / f / / f / t / / ! i f t / / l / / 777 77 / f / / f / / / / rff / fIf / f / / f / f / / ff / f / / / / il / f I; it ttx 1 f r 10 JcBP 9 JCBP _ y " ; } y _ � Lv / PROPOSED BUILDING o 1 W y I C ! I CC �A E o 9 JcBP 1000�JcBP i / ;�_ 8 JhBC ' o I 8(-JhBC E it W _I - - 'i V 63 JcS / / / / / / / / / / / /'/ / / / / ! / / t / y r I Ey r a — t; . y r Fr„ y ,N e:. O !. 1 AFA y u 8 JhPC 1 AFA - - -- 1 AFA �.. ' Y y I �- 2 AFA" a I 27 JhPC t 4 8 JhBC - JhBC _ _ (. ,}—( -•}_-( -. .�_(, I ( E 8 __ o y led Y yy 8 JhPC " L y .5 E � ( r 1 AFA 4` i I W y I " y " W - 6 AFA_ � = 8 JhBC 8 JhBC 1 AFA • " "n y y L y , r r 8 JhBC 2 AFA -- o j \�°� --w--(YYYY'YYY-'f�rV"I"'Y`fYY—{YYIr'Y`t^M�WYY` tl - C PLANTING NOTES: SITE PLAN o 80 160 p� p 1. AFTER SETTING PLANT IN HOLE, REMOVE AND DISCARD ALL SYNTHETIC FABRIC OR BURLAP. CUT AND REMOVE SCALE: 1"-40' p GIRDLING CIRCLING ROOTS AND IF FOUND CUT INTO ROOTMASS WITH KNIFE AT 3 Feet � ALL STRING. CHECK FOR p p U EQUALLY SPACES INTERVAI.-S AND LOOSEN ROOTS. IF TRANSPLANTING WITH MECHANICAL TREE SPADE OR p �� p TREE FLARE AT � AUGER, SCORE OR CULTIVATE SIDES TO REMOVE GLAZING OF SOIL. V�" TRUNK TO BE of 2. THE ROOT SYSTEM SHALL BE REASONABLY FREE OF ROOT DEFECTS INCLUDING POTENTIALLY STEM—GIRDLING P L A N T M A T E R I A L L II S T �6 THAN SLIGHTLY HIGHER o ROOTS ABOVE THE ROOT COLLAR AND MAIN STRUCTURAL ROOTS, VERTICAL ROOTS, AND/OR KINKED ROOTS SYMBOL KEY QUANT. COMMON NAME— BOTANICAL NAME SIZE & TYPE SPACING SURROUNDING O GRADE o FROM NURSERY PRODUCTION PRACTICES, INCLUDING ROOTS ON THE INTERIOR OF THE ROOT BALL. AfA 28 ACER FREEMANI 'ARMSTRONG' - ARMSTRONG MAPLE 2"-2.5" 20' O.C. WRAPPING AS SPEC. DIG OR ROTOTILL SHADE TREE CAL. SURROUNDING AREA N 3. PLANTING SOIL — PLANTING SOIL SHALL BE GOOD TOPSOIL WITH NO ADMIXTURE OF REFUSE OR MATERIAL ( ) 3" MULCH AS SPEC. AFTER REPLACEMENT CO TOXIC TO PLANT GROWTH AND SHALL BE FREE FROM SUBSOIL, STUMPS, ROOTS, BRUSH, STONES, CLAY, TpGG 278 THUJA PLICATA 0 'GREEN GIANT' —GREEN GIANT #5 5 O.C. B & B ROOT BALL OF BACKFILL (TYP.) j WESTERN ARBORVITAE (TALL EVERGREEN HEDGE) CONTAINER LUMPS OR SIMILAR OBJECTS LARGER THAN 2 INCHES IN GREATEST DIAMETER. THE ORGANIC CONTENT SHALL Pm 9 PRUNUS MARITIMA — BEACH PLUM #5 5' O.C. 4" HIGH SAUCER C NOT BE LESS THAN 5%, NOR MORE THAN 20% AS DETERMINED BY LOSS ON IGNITION OF MOISTURE FREE (NATIVE\LARGE SHRUB/SMALL TREE ) CONTAINER 0 SAMPLES DRIED AT 100 DEGREES. IF SOIL IS EXCESSIVELY SANDY OR CLAYEY, AMEND WITH COMPOST/PEAT I 1 i JcS 127 JUNIPERUS CHINENSIS 'SARGENTII'—SARGENT'S #2 3 O.C. I 1 MOSS. JUNIPER (EVERGREEN GROUNDCOVER) CONTAINER PLANTING SOIL 4. CONTAINER—GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM AS SPEC. DIAMETER OF ROOT o JcBPrj8 JUNIPERUS CONFERTA 'BLUE PACIFIC' — BLUE #1 2 O.C. TAMPED POROUS BALL (MIN.) (TYP.) I E TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS POTTING MEDIUM TOGETHER BUT NOT SO LONG AS TO HAVE PACIFIC SHORE JUNIPER (EVERGREEN CONTAINER (WELL DRAINED) SUBGRADE o DEVELOPED ROOTS THAT ARE MATTED OR CIRCLING AROUND THE EDGE OR INTERIOR OF THE ROOT MASS. GROUNDCOVER) MAR 0.3 2016 PLANTS SHALL HAVE BEEN ROOT PRUNED AT EACH CHANGE IN CONTAINER SIZE. JhBC 80 JUNIPERUS HORIZONTALIS 'BLUE CHIP' —BLUE CHIP #3 4' O.C. TYPICAL TREE PLANTING Q) JUNIPER (EVERGREEN GROUNDCOVER) CONTAINER NOT TO SCALE �`"` 5. PLANTS THAT FAIL TO MEET ANY OF THE ABOVE REQUIREMENTS SHALL BE MODIFIED TO CORRECT Southold Town � JhPC 67 JUNIPERUS HORIZONTALIS 'PLUMOSA COMPACTA' — #3 4' O.C. Planning Coard DEFICIENCIES IF APPROVE[) BY THE LANDSCAPE ARCHITECT. MODIFICATION SHALL INCLUDE THE FOLLOWING: COMPACT ANDORRA JUNIPER (EVERGREEN CONTAINER 6. SHAVING ALL CIRCLING ROOTS ON THE EXTERIOR OF THE ROOT MASS DEEP ENOUGH SO THAT ALL CUT GROUNDCOVER) a) ROOTS' ENDS ARE ROUGHLY RADIAL TO THE TRUNK. SHRUB— DUG AS PER DATE BY DESCRIPTION APPROV. BY RECENT STANDARDS FOR NURSERY STOCK AS REVISIONS 0 7. REMOVAL OF ALL ROOTS ABOVE THE TOP OF THE MAIN STRUCTURAL ROOTS AND TRUNK FLARE INCLUDING PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE TOP OF ROOT o ANY ROOTS THAT ARE IMPRINTS FROM PREVIOUS SMALLER CONTAINERS. (THE ABOVE MODIFICATIONS SHALL ASSOCIATION MASS TO BE 9300 ROUTE 25, LAUREL N.Y. 1 1948 SLIGHTLY ABOVE N NOT BE CAUSE TO ALTER THE WARRANTY PROVISIONS OF THIS SPECIFICATION.) 3" MULCH AS SPEC. SURROUNDING SUFFOLK COUNTY 4" HIGH GRADE 8. ALL PLANTS SHALL HAVE A 3"-6" RAISED SAUCER AROUND PIT TO HOLD WATER. saucER FIN. GRADE Q SPORTS EAST RECREATION CLUB 0 9. PLANTING SHALL BE MULCHED WITH 2" TO 5" CLEAN MULCH OR HARDWOOD CHIPS THAT EXTENDS FOR 6" N PLANTING SOIL I NOTE 0 o OUTSIDE OF SOIL SAUCER, TURF AND WEEDS MUST BE REMOVED WHERE MULCH EXTENDS OUTSIDE PLANTING AS SPEC. DIG 2'(TES) 3 r / LANDSCAPE PLAN DEPTH TEST ! PIT. PULL MULCH AWAY FROM TRUNK OR ROOT CROWN TO AVOID MOISTURE BUILDING UP AGAINST IT. ROOT BALL HOLE TO VERIFY X ROOT BALL WIDTH MIN. WELL DRAINED co C 10. ONLY PRUNE OUT DAMAGED OR DEAD BRANCHES. LEAVES OR NEEDLES SHOULD NOT BE WILTED OR (MIN.) SUBGRADE TAMPED POROUS MATERIAL a. f�, L. K. McLEAN ASSOCIATES, P.C. O � - BROWNED. ALL PLANT MATERIALS SHOULD BE IN GOOD HEALTH. (WELL DRAINED) SUBGRADE �. F Fax; SHRUB & EVERGREEN PLANTING ,1 <,-... CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.. BROOKHAVEN, NEW YORK 11719 N o , : ig � 11. CONTRACTOR SHALL WATER PLANTING AREAS AS SPEC. : .E`a, NOT TO SCALE � �� Designed B : Sheet No. o 12. THE SURVIVAL OF ALL PLANTINGS SHALL BE GUARANTEED FOR ONE YEAR. THE CONTRACTOR SHALL REPLACE ,� �r 6 i; 9 y MF/CFD Scale: AS NOTED ANY PLANTS THAT DIE OR BECOME DISEASED DURING THAT TIME. . � ; Drawn By: LMY Date: MARCH 2016 � � C10 U Approved By: RGD File No. 16029.000 mi i t.y , ' q, ..t_,?_ s' . 1- - '` 11 X; , I t.. s 1, X X X -._..._-X__....__...--Y.-'----X X-----Y----........._....._X__._...-y y ._.X-'--......-----X- X X X-------X-------X X X -X--'---X-- X- -. °t i i x s, X-_"'--- +�� .-^^-^-`� ,.,.--W-r--'.."..:,'"w'---- w----^-- "--'---°` '---w^.^ M ---".'---• .-..•,•:-.,°-" " ,�."..W... .,�....,. ....`.�:.�. i \ ,,:.,,,,,.-.. n O '� b 1 O b O '� b '� O '� ^� 0 0 M O ^ h ry O O M to 0 ry '� 0 h h ^ d�tIIII:h ... .._. i k l �" .. h 0 M d ^ b n of L h 0 0 1 b ."• �. 0". 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F. 4 t t � ,. . ,. .. } , , S „ 11 , F ., .,...._. .. - - n .t t , , 'Y �. a l� a t , % , '• y XA , + , .} ,`\ •. i�l\\\\\, ,...,._ ,..,,.- - .. mrrrm'ira�.F/ m ariiii riorra/rH/ io .a, n' m a/a SITE �. � �RIM����� ` s, ,I, m;- 1. PRIMARY CABLE SPECIFICATION: 2/C - 2 OR #1/0 ALUMINUM OR COPPER CONCENTRIC OR COMPRESSED ROUND P f I€€€f,C`, -,-- Li'<.>I"f� 3,3w" t, I STRANDED WITH COPPER CC NCENTR!i,' NEUTRALS.RALS. �2 G 1 dDUCTCR St LL HAVE 10 - #1 z4 NEUTRAL STRANDS AND LUMINAIRE SCHEDULE h„O _;,.,€ ... �,:.�;:..._ a_<', ;,N 0T�-f;�" nN::.r<t�;:�-. v..----_~_-- ;-,,::•.:.; , _�w SCALE: 1 =4 Cl 'Al",� ,,r,!` ��-"`F"� :i�.g,.€ .,•;.,€:' '-,=I',=' -- P'::.T r-�.O€J''€`;'I•It; L,U':> �1/O CONDUSHIELD.- TOR LL HAVE 16 - 14' NEUTRAL STRANDS Symbol Label Q1y Catalog Nu:rb�.r Qescriplron Lamp F'ae L€..� .4 ,, f,,"�€., AFTER€_., f, .A /.:. ,„,,T. €»x , r-I"<OY'';` 'FTERH°z{_?W I: ",`Y,T' F""` ,OI F .,,r,•.,f;,=„T, € 2. CONDUCTOR E D: THE CENTER CONDUCTOR HALL, BE COVERED WITH A UNIFORM LAYER OF EXTRUDED Al�#--'�--`-- F " , N` "-�„+" 0 ¢0 g0 SEMI-CONDUCTING MATERIAL THAT IS COMPATIBLE WITH THE CONDUCTOR AND EASILY REMOVABLE WITH COI'1VEPlTIOPIAL s STRIPPING TOOLS. CONDUCTOR SHIELD MINIMUM THICKNESS SHALL BE 12 MILS Dsxo t.ED zar'Tcn L-sxo€.Ea 4vr+,(17 zo C'A„+•r A..-_ r,„';.., ';i T W Tti':.a „„ Feel / INSULATION P 2Q 40K T3fv1 f TJOLT LED LIGH'ENGfNES• LED 4f;r:0 DSXO...LED,_20 0 g0 A5 07 - „w,.z_.,.,` 3. INSULATION: 15W TREE-REIAR RANT CROSS L1tJKED POLYEIH',LErdE (TR-XLPE) If•s,.,L,ATION FOR ALUMINUM CONDUCTOR Po,,s C_m0_.a0K,73 Ap-,t»;�1R �tYT°".T"s r't.I�I-) :�hr5 r�.,.,.,r?- a., TYPE r,.A OPTIC;HEAD , (�7t"":mA SINGLE HEAD A9_F<1`JC�L?:es TC-? �«,°'"- E1IS 5„i'+''£';•z €al"a''",'S El s,"R.t J,' C75 „„�_ rirTt:RE. ,,`�-------- I=<I-;€ �€eft^}1,r,€A„`" €P'::I<: 22O h'ILS. � ) 'rUL.ATiOIwI THICKNESS SHALL BE OR ETI-iYLEN PROP`.LENS Rt)BBER EI'R INSULATION FOR COPPER CONDUCTOR. IIt/„� asxo LEa z c�rx; Dsxo LED n1TH I1,zo _"_ It' E.G7 IL`G 2„<,X��„x r 4. INSULATION SHIELD: EXTRUDED OVER THE INSULATION, THERE SHALL BE A UV STABILIZED, WEATHER RESISTANT LAYER LED 401111,1' DSXO_LEQ_2o 090 g0.14 OF BLACK SEMI-CONDUCTING MATERIAL COMPATIBLE WITH THE INSULATION AND COPPER NEUTRAL STRAND, THE T Pcres 4oKr5':r€FavoLT I..EC,)L!'>HTENeIr;,=.s, C_'t00_0K_7S *' II: CC?"iCRWIE `x'T'€ 3 ;,"1 q INSULATION SHIELD SHALL BE EASILY REMOVABLE WITH CONVENTIONAL, STRIPPING TOOLS. THE INSULATION SHIELD TYr''E':i'rtV�'c:T IC' W,M`dOLI IP,S .;k Y+aYi':"s'�` £f / #s':..'r ty rvj• f.4,,�i.. iA'�i P;,...ft. 3 5".�,'•,-r ao00r..C,ra.ir�,2 �_ _.I r I1 I 1 r, S MINIMUM THICKNESS SHALL BE" 3O MILS. PIXTURES!J;180 DEG. Ip-.__ 5. JACKET: HE GABLE SHALL HAVE A 50 MIL_ THICK BLACK I_INEA€. LOW DENSITY POLYETHYLENE JACKET EXTRUDED TO C�°'avEJ TO"; __� ;:., ga I flil. u I„_ f .,, r z P E a TI�1��11... •�i.. (Ill E'ILL OVER THE GONGEtdTRIG NEUTRALS, YET Ht` t E'E F; EI" aT,.IF'f'ING FROP� TH_ I,dSULAs fON SHIELDING. _ E2, `"''r SI ',r'`,' i1 F �? A STATISTICS AND C sa O€'!T F 7r � �� �' (I� 1. ALL ELECTRICAL. CONSTRUCTION SIi/,L._ CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (LATEST Descrptwn Symb^f Avg F1:?x R1'n F.taX:F,1in Avg:M:,7 2 , ._ B RESPONSIBLE FOR COQ COORDINATING ALL PcG REQUIREMENTS FOR Try I 1' E,+_,.... ' `` CC'NnUI'T G-'IPFcT'"f, THE ELECTRICAL CONTRA AGENCIES HAVING G E i RI , E»st Access Drive 'f" 1 6 fc 3 I fc 0 3 fc 10 S i 5 3.1 1 _,.. '„,..-.i..._ ,"..,5,- I 51":.."Pe'"? F'.R CLAR;T Y, '^� r r�' If,1 A,P s:?rt;r:;�T PROPOSED Nc}Re ELECTRIC SERVICE. 3, THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE PLAINS FOR CODE CONFORMANCE: PRIOR TO 5/Fh'°1O* 5' LC r;', ':R Y;Ti"i:'`i Parking �„ 1.3 tc 2;tc .5?c 5A.^, 2.6.1 r"^P ,In C' .._1y._„--...._..__,_. C-A. , E,< � � fw ORDERING ANY MATERIALS OR STARTINGPa WORK. 'xT:ez:"I. C:'r�tJ&I">I:dC9 1 . , 4. THE EI„FG"TRICAL CONTRACTOR SHALL £3E RESPONSIBLE FOR MAKING ANY CODE REQUIRE[? CHANGES TO THE WORK. West Access Qn;=, x 1 6 fc S i fC 0 5 fc 62.1 3 2 1 Rvf ® I .. '• E 5. THE ROUTING OF CONDUITS AND LOCATION OF PANELS SHOWN ON THE PLANS IS DIAGRAMMATIC ONLY AND SUBJECT TO SUCH MODIFICA71IONS (WITHOUT EXTRA COST TO THE OWNER) AS CONDITIONS MAY NECESSITATE. r , -C SIT`,, I„I 'I TIE, II;';U%;E ;;�Hf CU€_. 6. ALL EXTERIOR WIRING SHALL BE INSTALLED IN PVC CONDUIT, SCHEDULE $O UNLESS OTHERWISE NOTED. _- ..__,. FO� PDX,F `;17E. /-,,'n MOG;"'s_. C<`,0R,'D:NAT's O p,x E€;'; E''^I..T E, 'ATIC9P€ ': 'Tf? r'C;LF 7. ALL CONDUCTOR IN CONDUIT SHALL BE THWN, THHIN, USE--2, XHHW OR APPROVED EQUAL "--`./ I.rfi.htll"A.^rI.;R'"R A<:'"•1I f L ' f"::Ji✓<i/,T€:,3 B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AL!_ UNDERWRITER LABORATORY (UL) INSPECTIONS, COORDINATION, C�lE,'-'._.�`ASTe-- FEES AND PERMITS. DOTES 9. CONTRACTOR STALL INCLUDE IN THEIR BID THE ROUTING AND INSTALLATION OF CONDUIT AND WIRE THROUGH FOUNDATIONS AS REQUIRED. 1. PHOTOMETRICS LAYOUT WAS CALCULATED USING SPECIFIC CRITERIA, LIGHT POLE BASE DETAIL r ANY DEVIATION FROM STATED PARAMETERS WILL AFFECT ACTUAL __,.__._,_ ,____________ 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POWER AND FINAL L, PROPOSED N.T.S. EQUIPMENT SHOWN OR SPECIFIED IN' THE CONSTRUCTION DOCUMENTS. PERFORMANCE. THE 2. ALL QUANTITIES ARE BASED ON FIXTURES AND pOI_ES SHONdN IN T 1. THE CONTRACTOR SHALL BE RESPONSIE3LE. FOR VERIFYING IN THE FIELD ALL REQUIRED WIRE SIZING FOR PROPOSED EQUIPMENT AND BALANCING LOADS A7 THE MAIN BREAKER PANEL. THE LIGHTING CALCULATIONS ONLY. 3. LIGHT DISTRIBUTION VARIES BY FIXTURE TYPE IN SCHEDULE. 12, THE ELECTRICAL CONTRACTOR SI A,LL BE RESPONSIBLE FOR PROVIDING l Pd?N"IERRUPTED TEMPORARY POWER TO ALL 5. THESE CALCULATIONS ARE BASED ON LISTED FIXTURES ONLY. BIELECTRICAL) r STR TRADES (GENERAL, PLUf>k�,f,1G ,x� DURING k,QN, ,s=UCTEOfJ. SUBSTITUTION OF THESE FIXTURES VOIDS ALL CALCULATIONS. 6. ACUITY BRANDS LIGHTING RESERVES THE RIGHT TO WITHDRAW THESE COPYRIGHTED LIGHTING PLANS FROM PUBLIC RECORD IF ., SUBSTITUTIONS OCCUR. �€..€-:n ;;- ' .. . 7. ALL SUBSTITUTIONS REQUIRE NEW CALCULATIONS BASED ON THE -.1. IC. t.;'s'a r A.'F FIXTURES SUPPLIED. _ " '" t DATE BY--+ DESCRIPTION A PROV. BY I\ I ; 10" I REVISIONS I - _-- sir _._.._ , � plj I �I�� 1��­ ;�l i I � �P, , .( I 11 I rl�vl - -"- - 9300 ROUTE 25, LAUREL N.Y. 11948 1,_' , ." -, __ . Nll - - �Ill �� ,� " I � � I I 0 a V - - _____ __­ " " j, i,,,�- " � I , �4?' ------- m, m" ill i d x...::,, I SUFFO K COUNTY 'I 11t ,� ° t',; , ,. `` ft 2ot61�] RRT ET RECRTIC CLUB r , d o 0 0 :�I,� Irl `.. » g • o o r.« d q ' t`- 1,,"' .,. . S011ttl0!° Town 4 q O „0, Ef-.., �� Plate 9 60afd , ! LIGHTING T T 010 , 1 _ .. ,° 'lx d .. _. 6" P wC,LJN" ,",1 rrr, ,tip, , �I 61 f A...1 „w• <,. + r,, m . ... lw F .; _ r-',e i B'-S. y a $"`,,„.. F /Y!�d t 3` „:f- ' F t 3,P ` UL.TI.'6f.3 EN•,3 6 ,3 f 9 ',. °.' 1. i'R ' ,'_) :< � f s x L_; _, -•.e_" Y t + _, _.. ! '' 1° CON' ms^ f B�'EER� 437 SQUTII s OUN'RY IID, 9T�f OK'tAVEN N" s YC tK 11?°s *cap �.* i;;. lt1 �\ . ,a�� � . Qj Sheet No. I ',,-� Designedv: MF/CFD sit l : AS NOTED "I*�\.,kw z- -md., a ,i f , , e - r' , , - - " £ „ `d� 1", r.nj)6� •a', , �. .u Gti a f $ MF Date: M RCFi �C�1 ---._-•-'- ._ ___ ....-_ „ __ _ _. ,. ^ . .. ©� Sq ,NN. - e�/.,,;'V Grown Hy: 1 w Approved By: RGD File No. 16029.000 .r.., 2� a L—,56 22 cy Fo a eYs m Wa-ZI uU- i ,a—, l „O—,Zi G L oro Qs SA .0—,w E 9NI113N ,If-,fof E 1 1 I z" zl 1 1 L" Lu 1 ,n " I I 1 I " I 1 1 1 I �a ,s� � �n � rNIMN -J---------------- ------ ---- -------- I � � ■ o ED E f I I E I I I I E I ® C7Ei� Q 0 � DC7 ® ate ,n E I 1 I � 0 b 0 LLL �n 100 1 — z I ZF-I Fl Peconic Bay and Environs Critical Environmental Area (CEA) Effective Date of Designation: 11-13-1988 Designating Agency: Suffolk County , , , 4 f! /r "Long Island Sound I. tiann +r.�uurlM r ..Hi kJ — xp,�flpkv _ I •: rs°> ^ I,r, I, ATLANTIC OCEAN n Legend 0 3 6 12 For Adjacent CEAs see map: �] Peconic Bay and Environs CEA 1 inch equals 6.75 miles Miles Suffolk County CEAs Adjacent CEA Southold County CEAs Village of Lloyd Harbor CEA Base Map: DOT 1:250,000 Atlas Images Town of Brookhaven CEAs Long Island Regional Planning CEAs Disclaimer:This map was prepared by the New York State Department of Environmental Conservation using the most current data available. It is deemed accurate but is not guaranteed. NYS DEC is not responsible for any inaccuracies in the data. Please contact the designating authority for additional information regarding legal boundary descriptions. ■ / �• j dk • 9 r, � r'a I r'y r y 1 Depth to Any Soil Restrictive Layer—Suffolk County,New York MAP LEGEND MAP INFORMATION Area of Interest(AOI) p Not rated or not available The soil surveys that comprise your AOI were mapped at 1:20,000. Area of Interest(AOI) Water Features Warning:Soil Map may not be valid at this scale Solis Streams and Canals Soil Rating Polygons Enlargement of maps beyond the scale of mapping can cause ® Transportation misunderstanding of the detail of mapping and accuracy of soil line 0-25 hl-1 Rails placement.The maps do not show the small areas of contrasting 0 25-50 N Interstate Highways soils that could have been shown at a more detailed scale, (] 50-100 US Routes Please rely on the bar scale on each map sheet for map 100-1500 measurements.Major Roads 0 150-200 Local Roads Source of Map: Natural Resources Conservation Service Web Soil Survey URL: hftp://websoilsurvey nres,usda,gov ® >200 Background Coordinate System: Web Mercator(EPSG:3657) Q Not rated or not available . Aerial Photography Maps from the Web Soil Survey are based on the Web Mercator Soil Rating Lines projection,which preserves direction and shape but distorts ,y 0-25 distance and area,A projection that preserves area,such as the Albers equal-area conic projection,should be used if more accurate ...r 25-50 calculations of distance or area are required. 0 50-100 This product is generated from the USDA-NRCS certified data as of . r 100-150 the version dale(s)listed below. -.0 150-200 Soil Survey Area: Suffolk County,New York Survey Area Data: Version 13,Sep 24,2015 200 Soil map units are labeled(as space allows)for map scales 1:50,000 r Not rated or not available or larger, Soil Rating Points Date(s)aerial images were photographed: Data not available, 0 0-25 The orthophoto or other base map on which the soil lines were 0 25-50 compiled and digitized probably differs from the background G 50-too imagery displayed on these maps.As a result,some minor shifting of map unit boundaries may be evident 0 too-150 150-200 >200 USDA Natural Resources Web Soil Survey 2/19/2016 Conservation Service National Cooperative Soil Survey Page 2 of 3 Depth to Any Soil Restrictive Layer—Suffolk County, New York Depth to Any Soil Restrictive Layer Depth to Any Soil Restrictive Layer—Summary by Map Unit—Suffolk County,New York(NY103) Map unit symbol Map unit name Rating(centimeters) Acres In AOI Percent of AOI CuB Cut and fill land,gently >200 2.1 10.1% sloping PIA Plymouth loamy sand,0 >200 17.6 84.8% to 3 percent slopes PIB Plymouth loamy sand,3 >200 1.1 5.2% to 8 percent slopes Totals for Area of Interest 20.7 100.0% Description A"restrictive layer" is a nearly continuous layer that has one or more physical, chemical, or thermal properties that significantly impede the movement of water and air through the soil or that restrict roots or otherwise provide an unfavorable root environment. Examples are bedrock, cemented layers, dense layers, and frozen layers. This theme presents the depth to any type of restrictive layer that is described for each map unit. If more than one type of restrictive layer is described for an individual soil type, the depth to the shallowest one is presented. If no restrictive layer is described in a map unit, it is represented by the"> 200"depth class. This attribute is actually recorded as three separate values in the database. A low value and a high value indicate the range of this attribute for the soil component.A "representative"value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. Rating Options Units of Measure: centimeters Aggregation Method: Dominant Component Component Percent Cutoff: None Specified Tie-break Rule: Lower Interpret Nulls as Zero: No USDA_ Natural Resources Web Soil Survey 2/19/2016 Conservation Service National Cooperative Soil Survey Page 3 of 3 2/19/2016 Map Output [pdnt page] [close window] Please set your printer orientation to"Landscape". Sports East Fitness Club Visible Layers ,NI Classified Streams Classified Ponds State-Regulated Freshwater Wetlands TW�,, w w.isaeChed- s L r,t:._ Ft ft"r I w.rm,e. ••' `? �`� y i I� �+ �`I At ru^< Rare Plants and Rare Animals Significant Natural ��.,�� •, � r p3 -f 7 '�� 'f`� Communities Buft d .` _ r T I a .' """•L fC-!`.'f NalurJco.m.u,lxw N.." IJ - Interstate Highways U14 - !r .,� 1 1_ _^�,... ❑ Adirondack Perk "�_,' •... ` �. Y ,t 6_. � �-ti r.� '.{�y ` Boundary ��Qir r' i `� .t�� :�� t I r,J"-^s- f+ v '".� �. -h ❑ Cow,Ges rol f i ner This iiapdo,,not shew ail natural resources reg waled by NYE DEC tufor41C paimlf$ Tom NYE DEC may to required.Please contact your DEC Regbnal offco for more InformaNaO_ MinX:705143, MaxX:706796, MY:4540624, MaxY:4536664 Disclaimer:This map was prepared by the New York State Department of Environmental Conservation using the most current data available It is deemed accurate but is not guaranteed.NYS DEC is not responsible for any maccuracles in the data and does not necessarily endorse any interpretations or products derived from the data. 1/1 .t e✓• it• �l^� � .� ..�. ti - l M 1 Soil Map—Suffolk County,New York MAP LEGEND MAP INFORMATION Area of Interest(AOI) g Spoil Area The soil surveys that comprise your A01 were mapped at 1:20,000 Area of Interest(AOI) Stony Spot 6 Warning:Soil Map may not be valid at this scale. Solis Very Stony Spot U soil Map Unit Polygons � Enlargement of maps beyond the scale of mapping can cause �y Wel Spot misunderstanding of the detail of mapping and accuracy of soil line •y Soil Map Unit Lines placement The maps do not show the small areas of contrasting G Soil Map Unit Points Other soils that could have been shown at a more detailed scale. • Special Line Features Special Point Features Please rely on the bar scale on each map sheet for map (e, Blowout Water Features measurements. Streams and Canals ® Borrow Pit Source of Map: Natural Resources Conservation Service Transportation Web Soil Survey URL: hftp://websollsurvey.nres usda.gov Olay Spot �-t-t Rails Coordinate System: Web Mercator(EPSG:3857) 0 Closed Depression ry Interstate Highways Maps from the Web Soil Survey are based on the Web Mercator Gravel Pit US Rouses projection,which preserves direction and shape but distorts distance and area.A projection that preserves area,such as the Gravelly Spot Major Roads Albers equal-area conic projection,should be used if more accurate ® anLocal Roads Landfill calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of Lava Flow Background the version date(s)listed below. 46 Marsh or swamp . Aerial Photography Soil Survey Area: Suffolk County,New York * Mine or Quarry Survey Area Data: Version 13,Sep 24,2015 ® Miacell,"ous Water Soil map units are labeled(as space allows)for map scales 1:50,000 ® Perennial Water or larger_ ze Rock Outcrop Dale(s)aerial images were photographed: Data not available. + Saline Spot The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background Sandy spot imagery displayed on these maps As a result,some minor shifting .W Severely Eroded Spot of map unit boundaries may be evident. @ Sinkhole Slide or Slip Sodic Spot usDA Natural Resources Web Soil Survey 2/19/2016 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Suffolk County,New York Map Unit Legend Suffolk County,New York(NY103) Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI CuB Cut and fill land,gently sloping 2.1 10.1% PIA Plymouth loamy sand,0 to 3 17.6 84.8% percent slopes PIB Plymouth loamy sand,3 to 8 1.1 5.2% percent slopes Totals for Area of Interest 20.7 100.0% USDA Natural Resources Web Soil Survey 2/19/2016 Conservation Service National Cooperative Soil Survey Page 3 of 3 fl aflixial 1-1550 Insurance Prog ram all:ITUTWES-6521-11. ria MAP SCALE 1" = 500' KE]0358 �pw 50 0 500 1000 FEET LIMIT DF K40DERATF-' — i - —1 METER WAV.EA TION' '�t 9 • E C .. r 1Py Will IG .4 F7. i ,•+ � r. , „ i 50Utht#6d TOWn 21 Planning Board +i y m PANEL 0481H FIRM •i+,`,`,•,+ .. o FLOOD INSURANCE RATE MAP �� �•+ AE for SUFFOLK COUNTY,NEW YORK �� +�• (E 6) (ALL JURISDICTIONS) _ � �• � CONTAINS: m COMMUNITY NUMBER SOUTHOLD,TOWN OF 360813 "if Ira 4 PANEL 481 OF 1026 MAP SUFFIX: H • * r (SEE MAP INDEX FOR FIRM PANEL LAYOUT) ZQNE X v •t _ ; A`Ni.R��_ - 0. used to User The Map Number shown below should be used when placing map orders; the Community Number ' shown above should be used on insurance applications for the • Q subject community LJ'lYG r # t r y : L .. •' , �, �y��F MAP NUMBER 36103CO481H •. i ., ti '��, p .. sG MAP REVISED „ .�•�. i� (EL C,J � �'''- Q ,� SEPTEMBER 25,2009 Federal Emergency Management Agency y h .h y i'tt zoNE x arks p'L'�° •s- ;�` � �� `�{� ��` ZONE 11E SEL 6J +q an official copy of a portion of the above referenced flood map It was extracted using F-MIT On-Line This map does not reflect changes ,� v A► •. - "'`' or amendments which may have been made subsequent to the date on the title block For the latest product information about National Flood Insurance Val M �.f Program flood maps check the FEMA Flood Map Store at www.msc fema gov id sports AA: } east rO&O _r r of E i.r r- , 4ijr 1 - ` f I —•in m. r I _ y.�—- T— — t ,f _ a V w -d : r >-W OD f- U U- O� OU 25) =0 MAIN ROpO CR F q�'c�sr PO RILEY 4�OP AVENUE a" w J4 0 2 o Ix la SUBJECT m Dee PARCEL. 05 \o ORH/OH, - - 141.34' 0 ROv1E 25) 1 O•�ss HOX SIGN O Q Z R CHELLE N J•C• �ao�O c, GO N fROk- r� �n�oN' BARTLEY 1 7 V ROAD C � OH AFFtG a: 1R I w J L I PECONIC BAY BOULEVARD I vei�g SIGN ° OH ARE�� I SECTION 143 W O'rRHEpO BLOCK 1 LOT 1 KEY MAP N.T.S. OH REPUTED OWNER: V 3190�++ E aH TME N�6 MAY & TONY INC. n 53. OH U �'E v/ 14 P EX/SANG *VODS H SIGN TO REMAIN SIGN /GH O OH - 330' II I SECTION 143 IBLOCK 1 LOT 4.1 REPUTED OWNER: MARGARET NOONE I v I 99' • 59' I - - SECTION 143 BLOCK 1 LOT 5 I REPUTED OWNER: DEBRA TIMPONE Li d- SECTION 143 Cll� BLOCK 1 LOT 6 U) REPUTED OWNER: II tD ALFRED CILETTI JR. 0 0-T 0 T . N I II 0 I SECTION 143 I 300 BLOCK 1 LOT 7 01 REPUTED OWNER: 00 I ABRAHAM GARCIA & 1108 SHARON RODRIGUEZ 8 � I IIASPHAL T PARK/NG AREA U 19i 19 SECTION 143 BLOCK 1 LOT 8 19 19 I REPUTED OWNER: JAMES HINES I 8 100 1111 19 150' i SECTION 143 BLOCK 1 LOT 9 REPUTED OWNER: DOREEN SIDOR EX/SANG WOODS TO REMAIN SECTION 143 BLOCK 1 LOT 10 REPUTED OWNER: PROPOSED I SOURAVLIS HRISOVALANTISNA I BULDING I I e U Q 75,000 SF FOOTPRINT — — 7,500 SF 21VD STORY MEZZANINE Z 82,500 SF GFA IL LLJ SECTION 143 j EX/SANG WOODS I BLOCK 1 LOT 11 Q I TO REMAIN cQ REPUTED OWNER: Q Ld I MARY BERNINGER ME OJ O w x 20 Q SrrE DATA 3 0 144 BLOCK SECTION LOT 1 w LOT AREA ........................................ 20.82 ACRES Z CURRENT ZONING ............................ R-80 (RESIDENCE) REPUTED OWNER: w Ld J. MORENO Q CURRENT USE ................................. VACANT PROPOSED USE ............................... RECREA71ON SECTION 144 BLOCK LOT 2 PAFd<M �'a-aLAT� I REPUTED OWNER: PARKING REQUIRED: RECREATION FACILITY. JOHN AND 1 SPACE PER 300 SF GFA MARGARET TONER 5 SPACES PER COURT 1 SPACE PER 200 SF GFA OF RINK AREA — — RESTAURANT: 15 I 1 SPACE PER 100 SF GFA OR W SECTION 144 1 SPACE PER 3 SEATS O BLOCK 1 LOT 3 (4) TENNIS COURTS 28,800 SF: 20 SPACES O (1) BASKETBALL COURT 5,050 SF: 5 SPACES REPUTED OWNER: d' 32 SEAT CAFE 1,200 SF: 12 SPACES (O 0) JOHN AND 234' 194' Q1 I C) MARY FETZKOLA REMAINING BLDG: 82,500 SF-28,800 SF-5,050 SF-1,200 SF = 47,450 SF N 47,450 SF (1 SPACE/300 SF GFA) = 159 SPACES Of 1 cn _ _ PARKING REQUIRED: 196 STANDARD SPACES GRAVEL PARK/NG AREA PARKING PROPOSED: 224 STANDARD SPACES 180' SECTION 144 BLOCK 1 LOT 4 ALL STALLS MINIMUM 9'x19' WITH 24WIDE AISLES (22' MIN.) 3I I REPUTED OWNER:FELIX DAY CALCUILATM t I LINDA MULDE 00 GROUNDWATER MANAGEMENT ZONE IV, 600 GPD/ACRE ALLOWABLE FLOW. 20.8211 ACRES X 600 GPD/ACRE = 12,492.66 GPD N - - O SECTION 144 PROPOSED FLOW. (RECREATION) 15 GPD/PARKING SPACE N I BLOCK 1 LOT 5.2 Z I I TOTAL PROPOSED FLOW. 224 SPACES X 15 GPD/SPACE = 3,360 GPD I REPUTED OWNER: HOPE HERGRUETER APPLICANT: EX/SANG WOODS PAUL PAWLOWSKI TO REMAIN P.O. BOX 783 SECTION 144 MATTITUCK, N.Y. 11952 I BLOCK 1 LOT 6.2 V REPUTED OWNER: Z4 J. SARNO 12/23/15 AS BUILD/NG RE14S/ON -- — — Date gy Revision I BLOCK SECTIONL14 7 Surveyed by: P.F. Drafted by: A.V.R. Checked by: M.A.R. REPUTED OWNER: Ba rretl ELIZABETH CITTI SECTION 144 Bonacci & BLOCK 1 LOT 8 Van Weele, Pc JAMES P& VERA UTED WTAHENY — — Civil Engineers 175A Commerce Dr. Surveyors Hauppauge, NY 11788 T 631 .435.1 1 1 1 SECTION 144 BLOCK 1 LOT 9 Planners F 631 .435.1022 REPUTED OWNER: www.bbvpc.com ELIZABETH CASSIDY Tax Map No.: DISTRICT 1000 SECTION 122 BLOCK 7 LOT 9 Certifications indicated hereon signify that this plat _ — �� — — of the properly depicted hereon was made in 8300 ROUTE 25 S69031'00" W 577.68, accordance with the existing Code of Practice for SECTION 144 Land Surveyors adopted by the New York State BLOCK 1 LOT 1 0 Association of Professional Land Surveyors. This TAX LOT 8.9 I certification is only for the lands depicted hereon LAUREL and is not certification of title,zoning or freedom REPUTED OWNER: MEGA STYLE LLC REPUTED OWNER: of encumbrances. Said certifications shall run PAUL RENNER & only to the persons and/or entities listed hereon I MAUREEN ROCHE and are not transferable to additional persons, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. entities or subsequent owners. L i E_i�_'�%��Z' I Vii; !, Ill; DEC 2 3 2015 �°"`�1 UnniU}hnri�d altPratien or addition to this sUNey SKETCH is a violation of Section 7209 of New York State Education law PLAN S?�tna Tc�m FI?.Rnli.:1, td Copies of this survey map not bearing the land surveyor's embossed seal and signature shall not be considered to be a true and valid copy © 2015 BBV PC The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection of fences,retaining walls,pools,patios, planting areas,additions to buildings and any other construction. Subsurface and environmental conditions were not examined Date Scale Project No. Sheet No. O� LM' or considered as a art of this survey.Easements, Rights-of-Way of record,if any,are not shown.Property corner monuments were not laced as a art of this survey. NOVEMBER 16 2015 1" = 60' A140502 VIEW: P Y 9 Y Y P rtY P P Y i }W OD t-? U �a Z oQ OA ft 25) X MAIN R D P 4� �pP0 F RILEY Q AVENUE o z J� a 2 0 S Sv SUBJECT m �e PARCEL a 1-0 DRAI/v i OH RO — t�TE 25) 141.34' Q ZG LACE (6t NOZZ BARTLEY PLACE ( oO 1 • SIGN O ROAD WW \� �•�• r` �ao�D = VOO•9V oL NOX O o PECONIC BAY BOULEVgRD vQSJ NIR OH PFFIC P, a:SIGN I KEY MAP a � . I F � off WIRES Z N.T.S. O�RHEPD SECTION 143 OVILI A BLOCK 1 LOT 1 a C T a ,00� oN TMEPN e u REPUTED OWNER: 53•3A1 o MAY & TONY INC. A N oN N SIGN EX/SANG M900S TO REMAIN oN SIGN s O MONUMEN /p t FOUNDLJ — — / MONUMENT 1 j aZ FOUND 0.4'N I I I t 330' rn + f I r 1 f SECTION 143 + BLOCK 1 LOT 4.1 3 I REPUTED OWNER: j MARGARET NOONE 1 { t i9959, I { { 1 4 { { I { Q SECTION 143 Q o BLOCK 1 LOT 5 t V)Z r t a REPUTED OWNER: r f SHED DEBRA TIMPONE t I t f t t d d SHED Lu ( t 1 m f d o w t I Z d' SECTION 143 I t 00 BLOCK 1 LOT 6 j f N II I f r I� CO ALFREDECILETTIE E JR. 4 { o 0 t + v a { { N { { O 1 { i { t i ` BLDG. t { 300' SECTION 143 i{ 4 BLOCK 1 LOT 7 00 j { REPUTED OWNER: ABRAHAM GARCIA & 8 108 z SHARON RODRIGUEZ 111 IIIt - - P I t U � + p, f I 19 19 SECTION 143 I I f BLOCK 1 LOT 8 I f 19 1111111111 f I REPUTED OWNER: 1 � JAMES HINES r � MONUMENT FOUND 0.6'W t Q 240' N 4 fo v \\ �° SECTION 143 tot BLOCK 1 LOT 9 'ta \\\\\\\\ WELL/PIPE ® REPUTED OWNER: r t \ \ DOREEN SIDOR t f \ \ MONUMENT i — — if FOUND t l STAKE f t t \\ FOUND t SECTION 143 rf If li ;` BLOCK 1 LOT 10 { { REPUTED OWNER: + I SOURAVLIS & ANNA HRISOVALANTIS t t r t J ! I !rr r t t J 3 ! I !! r Y Ld Li { 1 rr rr h– TRAILS do PATHS THROUGHOUT NOT SHOWN SECTION 143 U Q 0) t { r r (NO BUILDINGS) EXIS77NG WOODS w 00 t 'i rr r TO REMAIN I BLOCK 1 LOT 11 f— t t rr ❑— REPUTED OWNER: 0 t\ 1t\ rr df MARY BERNINGER 20 ROP ED w 0 o I BU UDI PIPE — — `\\ FOUND D•4'W I SECTION 144 p \ \\ I + BLOCK 1 LOT 1 W w \\ \ t 0 \\ \� REPUTED ONER: SITE DATA J.t\ j PIPE Q j FOUND s w LOT AREA ........................................ 20.82 ACRES 1 CURRENT ZONING ............................ R-80 (RESIDENCE) SECTION 144 t BLOCK 1 LOT 2 CURRENT USE ................................. VACANT t + REPUTED OWNER: PROPOSED USE ............................... RECREATION ! i MARGARET TONER I — PAFU<M CALCULATION It MONUMENT Row t 1 FOUND I PARKING REQUIRED: RECREATION FACILITY W 1 SPACE PER 300 SF GFA tt t 20 • SECTION 144 5 SPACES PER COURT BLOCK 1 LOT 3 1 SPACE PER 200 SF GFA OF RINK AREA REPUTED OWNER: PARKING PROPOSED: 236 STANDARD SPACES JOHN AND ~� € 01N MARY FETZKO ALL STALLS MINIMUM 9'x19' WITH 24' WIDE AISLES (22' MIN.) � � f o N MONUMENT I — — { { { L FOUND DENSITY CALCULATION w SECTION 144 GROUNDWATER MANAGEMENT ZONE IV, 600 GPD/ACRE LU t� ootirq \1t \\\ < BLOCK 1 LOT 4 ALLOWABLE FLOW: 20.8211 ACRES X 600 GPD/ACRE = 12,492.66 GPD >` CO NeR \t t 5 o REPUTED OWNER: Y FELIX AND PROPOSED FLOW: (RECREATION) 15 GPD/PARKING SPACE NFR 189' t 149' LINDA MULE TOTAL PROPOSED FLOW. 236 SPACES X 15 GPD/SPACE = 3,540 GPD 135' { t 12 j MONUMENT — — ! it + FOUND I SECTION 144 D + E I BLOCK 1 LOT 5.2 t � REPUTED OWNER: DEC 14 2015 ! i HOPE HERGRUETER t f MONUMENT Sotithbld Town FOUND — — Planning Board APPLIIC wNO PVSKI t + f t d P.O. BOX 783 r f I I dr t I SECTION 144 MATTITUCK, N.Y. 11952 BLOCK 1 LOT 6.2 la f r r oI REPUTED OWNER: r r r tom+ r t J. SARNO fat 0 t r IaI tr rl I�1 w +o t fr r t l� SHED Ilg 1 SECTION 144 Date By Revision + r D BLOCK 1 LOT 7 Surveyed by: P.F. Drafted b + r f4 r 1.6•E Y A.V.R. Checked by: M.A.R. £X/S77NG WOODS REPUTED OWNER: t + of 717 REMAIN SHED ELIZABETH CITTII Ba rrett I + + I it tf SECTION 144 �x Bonacc i & t t f t BLDG. BLOCK 1 LOT 8 Van Wee l e PC + t f I I d J t.2'E REPUTED OWNER: f f i d o e tK JAMES & VERA TAHENY Civil Engineers 175A Commerce Dr. I I d Hauppauge, NY 11788 Surveyors ppau 9 SECTION 144 T 631 .435.1 1 1 1 BLOCK 1 LOT 9 Planners F 631 .435.1022 i REPUTED OWNER: www.bbvpc.com ELIZABETH CASSIDY Tax Map No.: DISTRICT 1000 SECTION 122 BLOCK 7 LOT 9 1 MONUMENT • i � —��� ���� { t __FOUND Certifications indicated hereon signify that this plat MONUMENT S 6.9 31 00 W 577.68 1� — — of the property depicted hereon was made in FOUND {1 accordance with the existing Code of Practice for 9300 ROUTE 25 O.6'N t�t SECTION 144 Land Surveyors adopted by the New York State 0.4'E TAX LOT 8.9 Association of Professional Land Surveyors. This BLOCK 1 LOT 10 certification is only for the lands depicted hereon LAUREL REPUTED OWNER: MEGA STYLE LLC and is not certification of title,zoning or freedom REPUTED OWNER: of encumbrances. Said certifications shall run PAUL RENNER & only to the persons and/or entities listed hereon I MAUREEN ROCHE and are not transferable COUNTY,sferable to additional persons, TOWN OF SOUTHOLD SUFFOLK CO �y entities or subsequent owners. , N.Y. unauthorized alteration or addition to this survey SKETCH is a violation of Section 7209 of New York State Education Law PLAN of this survey map not bearing the land surveyor's embossed seal and signature shall M: The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection of not be considered to be a true and valid copy fences,retaining walls,pools,patios,planting areas,additions to buildings and any other construction. Subsurface and environmental conditions were not examined © 2015 BBV PC or considered as a part of this survey.Easements,Rights-of-Way of record, if any,are not shown. Property corner monuments were not placed as a part of this survey. Date Scale Project No. Sheet No. v NOVEMBER 16, 2015 1" = 60' A140502 I of ` C sports• eastA s sports <DE .. .'; - ast PL �: FF mv., - �wE - L h � J. �1 l S f• ..a �ti✓ d.�.rn r'� r r - �. SAGER FiELl3 c 150 FT H 135 FT 20 250SOI7 n{5'Srf �.� JtYy fyi'rhJSS•1.. i W C7 a U U Z Q m L-E W a U (7 Z Q to ............ -. ------ ------ .......... •-T6 Ff k&1 FT, .... MgTTITUCK SPORTS COMPLEX CLPfiEi OFFICE k1 MEZZANINE YOGA/DANCE YOGA/DANCE OFFICE wz F KITCHEN PRO SHOP STORAGE 9 I OFFICE i73 Q �F.PSF:T SECOND FLOOR, BOARD MEMBERS , Southold Town Hall � � � y 53095 Main Road•P.O.Box 1179 Leslie Kanes Weisman,Chairperson -� Southold,NY 11971-0959 Eric Dantes �a Office Location: Gerard P.Goehringer �p� ,'t'� Town Annex/First Floor,Capital One Bank rf 54375 Main Road(at Youngs Avenue) George Horning Kenneth Schneider °' � .. r Southold,NY 11971 . http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD � 9 VS Tel.(631) 765-1809•Fax(631)765-9064 $001d8 Tom December 1, 2016 I'WinkgI cud Heather Lanza Planning Department Town of Southold Re: ZBA Application#6976, Southold Town Planning Board Dear Heather; Transmitted for your records is a copy of the Board's December 1, 2016 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above application for interpretation. If you have my questions, please call the office. Sincer, y, Kin MI;. Fuentes Zoning Board Assistant Encl, cc: Building Dept. BOARD MEMBERS o Southold Town Hall Leslie Kanes Weisman,Chairperson y 53095 Main Road• P.O.Box 1179 � " Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank 54375 Main Road at Youngs Avenue George Horning `',,, ( g ) Kenneth Schneider U � j ff Southold,NY 11971 � http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ( � � Tel.(631) 765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION " MEETING OF DECEMBER 1,2016 ut°gold Town C1 ZBA FILE: #6976, Code Interpretation NAME OF APPLICANT: Southold Town Planning Board PROPERTY LOCATION: 9300 NYS Route 25, Mattituck,NY SCTM No. 1000-122-7-9 PROPERTY FACTS/DESCRIPTION: The applicant's property, located on the south side of Main Road (NYS Route 25) is a conforming 20.8 acre vacant residential parcel located in the R- 80 Zoning District. The subject property has 600.96 feet of frontage along NYS Route 25 and measures 1,964.93 feet along the easterly property line, adjacent to residential properties. The subject property measures 1,487.19 feet along the westerly property line and 577.68 feet along the southerly property line, both boundaries being adjacent to a horse farm. BASIS OF APPLICATION: The Southold Town Planning Board has requested that the Southold Town Zoning Board of Appeals make a determination, pursuant to Article XXVI, § 280-146 (D)(1) of the Town Code, as to whether the use set forth in the Site Plan Application of Sports East, as applied for, meets the definition of a"Club, Membership, Country or Golf' as defined in § 280-4 Definitions of the Town Code or whether the proposed project meets the definition of a different use, such as a"Recreational Facility" or a"Commercial Recreational Facility". BACKGROUND: The Board of Appeals received a memorandum dated May 31, 2016 from Southold Town Planning Director, Heather Lanza, written on behalf of the Planning Board, related to an application that was pending before the Planning Board in which the applicant, Sports East, was seeking site plan approval for an"Annual Membership Club"for property located at 9300 New York State Route 25 in Mattituck(hereinafter referred to as "the subject property"). The subject property is located in an R-80 Residential Zoning District which allows "Annual Membership Clubs"by Special Exception Permit from the Zoning Board of Appeals, while a"Recreational Facility" or a"Commercial Recreational Facility" are not permitted uses in the R-80 Zoning District. Section 280-4 of the Town Code provides the following definitions: "Club Membership or Country or Golf' - an entity established for the principal purpose of engaging in outdoor sports, such as golf, tennis, Page 2, December 1,2016 #6976,Town of Southold Planning Board—(Sports East Fitness Club) SCTM No. 1000-122-7-9 swimming, fishing, hunting or similar activities, but not including any form of aviation, outdoor trap, skeet or target shooting or motorboat racing. "Recreational Facilities"- Recreational uses characterized by predominately outdoor activities by patrons, including but not limited to stables and riding academies, regulation golf courses and golf-related activities, tennis and racquet sport clubs, platform sports, baseball batting and pitching cages and swimming pool facilities. It shall not include such activities as racing,jai alai and amusements parks. "Recreational Facility, Commercial" - An indoor or outdoor privately operated business involving playing fields, courts, arenas or halls designed to accommodate sports and recreational activities, such as billiards, bowling, dance halls, gymnasiums, health spas, skating rinks, shooting ranges, tennis courts and swimming pools In addition to the above-referenced application before the Planning Board, Sports East had previously made an application to the Zoning Board of Appeals for a Special Exception Permit (ZBA# 6914 SE) as required pursuant to § 280- 13 (13)(7), for an"Annual Membership Club" that is proposed to be located in an R-80 Residential Zoning District. This Board conducted a public hearing on that application on February 4, 2016 which was adjourned without a date subject to a SEQRA determination by the Planning Board, who assumed lead agency. Several months after the public hearing for the Special Exception Permit was held, Sports East completed its application to the Planning Board for site plan approval. Upon receipt of a completed application for site plan approval,the Planning Board scheduled and then held a public hearing on the site plan application on May 2, 2016. At a Planning Board work session prior to a Regular Meeting, the Planning Board indicated that it was going to issue a"positive declaration" for the project under the State Environmental Quality Review Act(SEQRA) as lead agency. At the Regular Meeting that followed, and subsequent to the Planning Board's request to this Board on May 31, 2016 for the aforementioned code interpretation, Sports East formally, on the record,withdrew its application for site plan approval, and the resolution adopting the positive declaration was not acted on by the Planning Board. The applicant did not withdraw his application for a Special Exception Permit, still pending before this Board. However, this Board is legally prohibited from rendering a final determination on the latter application without the Planning Board's SEQRA determination. l'1WJ C'l"_DESCRIP`l I"ON:_, Sports East has proposed a multi-sport membership club on a 20.8 acre parcel in the R-80 Zoning District consisting of an outdoor 330 ft. x 195 ft. synthetic soccer field, five outdoor tennis courts, 240 parking spaces and an 82,500 square foot two story building, as shown on a"sketch plan"by BBV Civil Engineers, Surveyors, Planners, dated November 16, 2015. Proposed activities inside the building include a soccer field, four tennis courts, a 5,000 square foot gym, locker rooms, bathrooms and showers, a multi-use volley/basketball court, a rock wall, 2 classrooms for exercise classes, a kitchen, a 32-seat food Page 3, December 1,2016 #6976,Town of Southold Planning Board—(Sports East Fitness Club) SCTM No. 1000-122-7-9 service area, a pro shop, storage and 3 offices, and pre and after school child care for the children of members. PUBLIC-IIEA.I�ING BEFORETHEBOARD OF APPEALS: On October 6, 2016 the Board of Appeals held a public hearing to take testimony and other evidence related to the Planning Board's request for an interpretation as to whether the use as proposed by the applicant constituted a"Membership Club" as defined by section 280-4 of the Town Code. The Board first heard testimony from Sports East and its representatives and then from the members of the public. At the beginning of the hearing, the Chairperson of the Board read a description of the proposed project including an 82,500 square foot 2 story building. When asked for confirmation that this description was accurate, Paul Pawlowski, a principal of Sports East, stated that the application before the Planning Board was now for a single story 140,000 square foot building. Sports East, in support of its position that the proposed development met the definition of a "Membership Club"presented Joseph Pfaff,the general manager of Laurel Links Country Club and Fred Markham a real estate agent with Daniel Gale Sotheby in Cutchogue. Mr. Pfaff testified that Laurel Links received a Special Exception Permit from this Board that, in addition to the outdoor golf course, outdoor tennis court, and outdoor pool, included the country club building that contains a dining facility, locker rooms, pro shop and a pool house. Mr. Pfaff further opined that the proposed Sports East development was a use"very similar"to that of Laurel Links. Mr. Markham stated that he has followed this project for some time and to his knowledge there are no parcels located in a business district for sale within the Town of Southold that could accommodate the uses proposed by Sports East. Paul Pawlowski also spoke on behalf of Sports East. Much of the testimony by Mr. Pawlowski did not address the issue of whether the proposed use met the definition of a"Membership Club." Rather, Mr. Pawlowski spoke of the process Sports East had engaged in and the merits and impacts of the proposed development. Mr. Pawlowski started his testimony by stating that he believed the role of the Zoning Board of Appeals was to improve the quality of life of the community, and that the Board could do so by determining that the project met the definition of a "Membership Club." Next, Mr. Pawlowski discussed his meeting with the Building Department and Planning Department staff and the process of going through the public hearings before this Board and the Planning Board. Mr. Pawlowski then discussed the merits of the application, stating that the project would not require any variances, and includes proposed buffers from residential properties, drainage that will prevent runoff, and a state of the art efficient septic system. Moreover, the project would encourage families to remain in the area; was consistent with the Town's Draft Comprehensive Plan, and was approved by the Suffolk County Planning Commission. The only statement by Mr. Pawlowski that addressed whether the project, as proposed, met the definition of a"Membership Club"was his belief that since most of the sports proposed to be played indoors could also be played outdoors,the project satisfied the definition of a"Membership Club." Page 4,December 1,2016 #6976,Town of Southold Planning Board—(Sports East Fitness Club) SCTM No. 1000-122-7-9 Many members of the public also spoke with regard to the project. Most, with few exceptions, addressed the merits or potential adverse impacts of the project instead of whether the application, as proposed, met the definition of a"Membership Club." Those who spoke in favor of the proposed project expressed the belief that there is a great need in the Town of Southold for the type of year `round sports activities being proposed by Sports East, especially for young people and seniors. Those who spoke in opposition to the project were concerned about the detrimental impacts of traffic, noise, and other problems a facility of this size would pose to the surrounding area. Charles Cuddy, Esq., attorney for Sports East, spoke at various times throughout the hearing. Initially, Mr. Cuddy argued that the Board did not have the jurisdiction to make the requested determination. With regard to whether the use as proposed met the definition of a"Membership Club,"Mr. Cuddy's argument to the Board did not focus on the various definitions in the code. Rather, Mr. Cuddy focused on the various use regulations for different zoning districts and essentially argued that based on the use regulations,the use as proposed would not be allowed in other zoning districts that allow"Recreational Facilities" or"Commercial Recreational Facilities." He also opined that there were insufficient lots available in other zoning districts to accommodate the project as proposed. Mr. Cuddy argued that the proposed use was a hybrid, combining activities that are included in what the Town Code defines as a"Membership Club," and what is allowed in the zoning districts that permit"Recreational Facilities," or"Commercial Recreational Facilities." Therefore, he concluded that the Board should find that the proposed use meets the definition of a"Membership Club." WRITTEN DOCUMENTATION: The Board also received numerous letters from the public, both in support and in opposition to the proposed project, At the end of the public hearing on October 6, 2016, the Board adjourned to the Special Meeting on October 20, 2016 to accept additional written comments from the public and applicant, at which time the hearing was closed. These letters are part of the Board's public record and, much like the verbal testimony described above, reflected support or opposition while failing to address the code interpretation that is the subject of this determination. LEGISLATIVE INTENT: The Board of Appeals reviewed the transcripts of the Southold Town Board's public hearings on November 24, 1998, and December 8, 1998, in relation to amendments to the definition of"Club, Membership or Country or Golf Course."No comments from the public or Board members are on record. The preamble states "WHEREAS the intent of the local law is to permit any entity, not just a not-for-profit corporation to own/operate a golf club and to remove pubic golf courses as a permitted use (by special exception)." Local Law No. 26-1998, amending Article I, Section 100-3 (Definitions) and Article III Section 100-31 (Use Regulations) accordingly, was adopted by unanimous resolution of the Town Board on December 8, 1998. FINDINGS OF 1" _C1JREA ONS FOIZ BOARD ACTION 1. The limited issue before this Board is the Planning Board's request for a determination as to whether the use proposed by Sports East meets the definition of a"Club, Page 5, December 1,2016 #6976,Town of Southold Planning Board—(Sports East Fitness Club) SCTM No. 1000-122-7-9 Membership or Country or Golf' as set forth in section 280-4 of the Town Code. Whether the Board agrees that the proposed use would be a benefit to the community or that the proposed use might have negative impacts on the community is irrelevant to the issue before the Board and cannot play a role in the determination ultimately made by this Board. 2. The Board received passionate testimony and written comments from the public both in support and in opposition to the proposed use. As stated above, most of the testimony and letters from the public in support of the proposed use focused on the need for such a facility in the Town of Southold and how it would be a benefit to the community. Those in opposition spoke of their concerns that the project would have a negative impact on the surrounding residential properties and on traffic in the area. Although this type of testimony would be persuasive in the Board's determination as to whether or not to grant a Special Exception Permit, it did little to address the limited issue before the Board in this code interpretation. 3. The testimony of those representing and appearing on behalf of Sports East also in large part failed to address the issue before the Board. Mr. Markham, a real estate agent, testified that, to his knowledge, there are no parcels within the Town of Southold in a business district that could accommodate the proposed use. However, he failed to address the issue before the Board. While such testimony may be persuasive in deciding whether a hardship use variance should be granted or whether the zoning of a certain parcel should be changed, it is irrelevant as to the limited issue of whether the proposed use meets the definition of a"Membership Club" as currently defined in the Town Code. Similarly, Mr. Pawlowski's testimony, although relevant as to a whether a Special Exception Permit should be granted or to a Board charged with making a SEQRA determination, was largely irrelevant as to the issue before this Board. The only relevant testimony offered by Mr. Pawlowski was that since the sports that were going to be played inside could also be played outside, the use should be considered a"Membership Club." 4. Mr. Pfaff, the general manager of Laurel Links Country Club, also testified on behalf of Sports East. His relevant testimony was that he believed the use proposed by Sports East was similar to that of the Laurel Links Country Club, and therefore the proposed use should be considered a"Membership Club." The Board finds this comparison unpersuasive. According to Town records, Laurel Links Country Club is located on a 154 acre parcel, the vast majority of which is dedicated to engaging in the sport of golf. Although the country club does have an accessory pool and tennis courts, they are also located outside. The country club does have a club house for accessory uses such as a dining facility, pro shop and locker rooms as well as a pool house. The remaining accessory structures are used for storage and maintenance equipment. However, the total square footage of all of the accessory buildings pales in comparison to the area used for golf. Furthermore, given the overall layout of the country club property and the activities conducted thereon, it is clear the Laurel Links Country Club is an entity established for the principal purpose of engaging in the outdoor sport of golf. 5. The same cannot be said of the use proposed by Sports East to build 5 outdoor tennis courts and an outdoor soccer field. A regulation tennis court is 78 feet long and 36 feet wide for a total square footage of 2,808 square feet and therefore five tennis courts would Page 6, December 1,2016 #6976,Town of Southold Planning Board—(Sports East Fitness Club) SCTM No. 1000-122-7-9 cover 14,040 square feet. The average size of a soccer field is 54,000 square feet. Therefore, the Sports East proposal dedicates 68, 040 square feet for the playing of sports .outside and, according to the testimony of Mr. Pawlowski, proposes 140,000 square feet for indoor activities, which is more than twice the size of the area dedicated to outdoor sports. (The site plan application originally submitted to the Planning Board and the Special Exception Permit application submitted to the ZBA by Sports East proposed an 82,500 sq. ft. building, which is still larger than the area proposed for outdoor sports). The use of the outdoor courts and field will be limited by weather and daylight, while the indoor facility will be able to be used in all weather and at night. Additionally, while the outdoor activities will be limited to tennis and soccer, the vast majority of the activities proposed to be taking place at Sports East would occur inside the building, according to the applicant's testimony and architectural plans,Based on the foregoing, it cannot be determined that the use proposed by Sports East is one that is being established for the "principal purpose of engaging in outdoor sports, such as golf, tennis, swimming, fishing, hunting or similar activities." In fact, Sports East conceded as much at the public hearing and described its proposed use as a"hybrid" of different uses. 6. The Board finds the proposition unpersuasive that the proposed use meets the definition of a"Membership Club" because many of the sports that are proposed to be played indoors could be played outdoors. If the only relevant definition in section 280-4 was "Club, Membership or Country or Golf"that argument may be more compelling. However, when examining the other relevant definitions, "Recreational Facilities" and "Recreational Facility, Commercial"the Board finds that the proposed use more closely meets the definition of a"Recreational Facility, Commercial"rather than a"Club, Membership or Country or Golf."As stated above, a"Recreational Facility, Commercial" is defined as "an indoor or outdoor privately operated business involving playing fields, courts, arenas or halls designed to accommodate sports and recreational activities, such as billiards, bowling, dance halls, gymnasiums, health spas, skating rinks, shooting ranges, tennis courts and swimming pools." A "Recreational Facility, Commercial"may contain numerous different activities and there is no requirement to engage primarily in a specific type of sport. This is exactly what Sports East has proposed; a privately owned facility that will contain different fields and courts that will accommodate various sports and recreational activities. 7. Based on the determination made herein, the Board will be unable to approve Sports East's application for a Special Exception Permit as proposed. However, the Board notes that Sports East does have options that it may pursue. Among other things, Sports East may amend its application to meet the definition of a"Membership Club" or it may pursue a change of zone to that of a zoning district that will allow the proposed use. 8. Section 280-146 D)(1) of the Town Code states that the Zoning Board of Appeals may determine the meaning of any provision contained in Chapter 280 upon the request of any Town officer, board or agency. Therefore,the Board finds that, pursuant to Section 280- 146(D)(1), the Board has jurisdiction to make the interpretation requested by the Planning Board as to whether the use proposed by Sports East met the definition of a "Club, Membership or Country or Golf." Page 7, December 1,2016 #6976,Town of Southold Planning Board—(Sports East Fitness Club) SCTM No. 1000-122-7-9 RESOLUTION OF THE BOARD: In considering all of the above factors, motion was offered by Member Weisman (Chairperson), seconded by Member Schneider, and duly carried to determine that: THE USE AS PROPOSED BY SPORTS EAST DOES NOT MEET THE DEFINITION OF A "CLUB, MEMBERSHIP OR COUNTRY OR GOLF" RATHER; THE PROPOSED USE MEETS THE DEFINITION OF A "RECREATIONAL FACILITY, COMMERCIAL." Vote of the Board- Ayes: Members Weisman (Chairperson), Dantes, Horning, Schneider (Mei rber Goehringer re ised). This Resolution was duly adopted (4-0). r Leslie Kanes WeisMart, Chairperson Approved for filing /2016 rxr_ , � S: s P.O. Box 1179 ADDRES PLANNIN S � ���^ Southold, 11971 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLIAM J. CREERS Town Hall Annex PIERCE RAFFERTY 4 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR C"U��V�, �}y Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 1, 2016 Mr. Paul Pawlowski P.O. Box 783 Mattituck, NY 11952 Re: Proposed Site Plan for: Sports East Fitness Club 9300 NYS Route 25, ±141' s/w/o Sigsbee Road & NYS Route 25, Mattituck SCTM#1000-122-7-9 Dear Mr. Pawlowski: In response to your letter dated October 5, 2016, the Planning Board has reviewed your request to reinstate your application after it was withdrawn on July 11, 2016. The Board found that due to the application being withdrawn, the applicant must submit a new Site Plan Application, together with all applicable fees, and the Site Plan process will start over. If you have any questions regarding this, please do not hesitate to call this office. Very truly yours, Donald J. Wilcenski cc: Christopher Dwyer S6b f u� C1( 5 21:)15 10/4/2016 ­7�u�FRd Irow q ' Phtnrky Board Dear Board Members; Sports East wishes to revive its application and requests that the Planning Board continue with site plan review. To supplement the materials previously submitted and to address the concerns posed by the SEQRA review, enclosed are the following: 1. Comments from Dunn engineering for traffic concerns please note that we had another traffic count study done in August.This was done so that there is no questions on timing of traffic counts 2. Comments from LMKA engineering on the other Seqra draft comments Please know that we are asking to reinstate the current application as it currently stands with the planning board, there is no change to this application or the currently submitted site plan. We have also paid the application fee in full for this review. If there is anything further that you need to revive this plan please let is know and we will submit. For the record as the applicant we would like to state that we are doing everything in our power to mitigate any issues with Seqra and will continue to do so. We will do the septic treatment system which will be the first of its kinds in Southold town, improve the DOT situation along the road front, more then triple the side,front and rear yard set backs while preserving close to 70%of the property. As for water usage this number is only based on size of building and in reality we will not even come close to that water usage, we will have minimal landscaping water needs as we will be keeping the mature trees and any lawn area with be synthetic. Very truly yours, „ Sports Easy: Paull Pawlowski S. Impact on Groundwater and Surface ace Waters C) 0 "i 2,01�,i Comment: � ��s�� e1(96 om Hannh�g Board Page 5 of 13 of the FEAF indicates that 15,000 gallons per day (gpd) o f water will be used and 3660 gallons per day of sanitary waste will be generated. Water supply is proposed to be from a 2"service line connected to the existing public water main in New York State Route 25. It is unclear how the 15,000 gpd was calculated and will be allocated on-site. A response from the Suffolk County Water Authority was received May 25, 2016 The letter outlines concerns on water conservation measures including: L The use of low flow plumbing fixtures. 2. A concern about the 80 gpm to irrigate the property; described as "alarmingly high Response: Our office has attached a spreadsheet that was used to estimate the water demand for the project. The usage calculations did not include low flow plumbing fixtures. The applicant would not be opposed to proposing low flow plumbing fixtures in order to lower the demand. The actual probable water demand for the project is 14,160 gallons per day based upon standards. The 80 gpm to irrigate is a standard flow and is not considered alarmingly high according to published water usage standards (Sizing Water Service Lines & Meters by the American Water Works Association — M22). However, there concern should be mitigated by the fact that there is very little irrigation proposed just to water the plantings around the foundation of the building. The project proposes all lawn areas to be synthetic/artificial turf and all other permeable surfaces will be covered with wood mulch. Zero (0) fixtures were defined in the calculations resulting in a zero (0) gallon water demand for irrigation. Comment. The proposed action may have moderate impact on groundwater quality. The SUFFOLK COUNTY COMPREHENSIVE PLAN WATER RESOURCES MANAGEMENT PLAN ((SCCWMP) 2015) identifies nitrate causing most widespread concern to the regions groundwater. The applicant has proposed the use of a single stage Bioclere or similar sanitary system that is expected to reduce the N loads to groundwater by 80% over existing Article VI systems (to 10-15 mg/1). Note, however page 6 of 13of the FEAF indicates that a "Conventional SCDHS approved non-residential ... will be constructed". The technical performance (level of N treatment) of the Bioclere or similar system is currently unknown and must be identified. Response: The determination made on the impact of the project on groundwater quality by the Town only accounts for the system defined on the FEAF and does not acknowledge the written narrative dated March 14, 2016 that specifically explains why the applicant submitted an application for a standard commercial sanitary system. As stated in the section of the narrative included below "The County asked that the applicant submit a standard system for the purpose of knowing that a conventional system can be installed at the site". It was never decided that a standard sanitary system would be constructed for this project. Like all alternative systems approved by the County, the owner needs to first demonstrate that the site can be supported by a conventional type system. This is the County's requirement which needs to be acknowledged by the Town. The narrative goes on to state that if the Town requires an alternative disposal system that the applicant would be agreeable to such a demand. Regardless, of the relatively low volume of effluent generated by the project. In fact, if residential homes were to be constructed both the demand on water and the generation of wastewater (impact to groundwater) would likely be greater. In order to come to the conclusion that the project "may" have a moderate impact on groundwater quality the Town would need to ignore the "as of right" uses associated with the property in Mattituck. When the applicant's engineer contacted the manufacturer of the Bioclere System, their engineers had concerns over the extremely low flow of the project and whether their system (or others) would actually be applicable. The engineer at the Division of Wastewater Management had similar concerns of the applicability of an alternative disposal system to be proposed for a project that generates a third of the flow than what is normally expected by SCDHS standards. Regardless, the FEAF's narrative still offered to use an alternative disposal system to mitigate the concerns by the Town which does not result in a moderate impact on groundwater quality. From the .Written Narrative dated March.14, 2016 which ac°c°omyp?ied the p`1;.9vh,° The new recreational building will generate approximately 3,680 gallons o f sanitary wastewater per day (1)2-). The proposed .site is not located within any public sewer district and will therefore use a subsurface sanitary system designed and built in accordance with SCD11,5" .standards.. The applicant understands the Town's concern q1'groundwater pollution from the sanitarysystem wastewater. :the applicants design professional has met with the 5`yf ,folk County Deportment ofHealth &rvic,e.s to discuss the possibility of'an alternative onsite ,.sewer disposal ,system. The County asked that the applicant submit a standard ,system for the purpose of knowing that a conventional system can be installed at the site. The plan submitted to the Health Department on March 14, 2016 uses low-prgfile leaching galleys rather than conventional deep leaching pools in order to increase the effective depth to grounda�later. Although the site is not burdened by its sire, proximity to the groundwater table and is not located near any regulated wetland, the applicant has contacted .,aqua-Point (included as an approved advanced system in the A. DIN"s Study) and i's in the process of preliminary design (sizing of syslem, type of system) and cost feasibility for an allernalive onsite sewer disposal s,yslem. ' ecVically, a single stagye Bioclere installation would be installed to replace the ,.standard ,.septic tank feature of the conventional sanitary system design, ff required, the alternative system would reduce the total nitrogen levels found in the normal gffla,rent (bathrooms, showers,juice bar) by approximately 80 percent or fi-om approxirnalely�„50 �- b mgll to 101 . m yll. (f�1) than a� ffol C:"ounly Department of health &,rvice,.sfiels° that this is, an appropriate application fa)r this .site and ( ) the Town of'�S'outhold requires ,.such a ,.system in order to issue a negative declaration for its determination of sign�ficance for this action then the applicant is willing to include ,such a syslem with the project. The proposed action may have moderate impacts on Surface Waters The proposed action may affect the water quality of water bodies downstream of the site of the proposed action. Recent studies have linked on-site sanitary systems with contributing Nitrogen to surface waters and cumulative impacts could be moderate to large. In the Peconic Estuary, after atmospheric deposition, groundwater is estimated as the second largest external source of Nitrogen, totaling 21 percent of the total Nitrogen load, or 7,450 lbs./day. Groundwater and other nonpoint sources are the primary contributors to water quality degradation of the Peconic Estuary contributing to algal blooms and hypoxia (SCHDS). The Peconic Estuary has experienced detrimental changes from increased nutrient loads to ground and ultimately surface waters. Low Dissolved Oxygen (DO) conditions (hypoxia) develop due to excessive levels of Nitrogen (N) and Phosphorous (P). Hypoxia is a result from planktonic algae blooms that feed on the nutrients. The algae die and settle to the bottom of the water body then decay, using up Dissolved Oxygen in the process. The Oxygen levels frequently fall below the levels necessary to sustain life and often results in fish and shellfish die offs. The impacts of the alternative sanitary system on down gradient surface water must be assessed. Response: The applicant believes that the non-specific studies referenced to support the determination that has been made by the Town again does not take into consideration that 1) the project is not adjacent or near the Peconic Estuary although other residences are clearly closer, 2)the overall flow from the project is 1/3 of the allowed flow from the parcel and 3) the applicant has offered to install an alternative disposal system that would dramatically reduce the total Nitrogen from approximately 50 - 65 mg/l to 10 — 15 mg/l as stated in the FEAF narrative. If the project were to propose residential dwellings the likelihood of alternative (nitrogen lowering) systems being used would none and the overall total flow from all conventional sanitary systems would be greater thus supporting a moderate impact to surface waters. The ambiguous and non-site specific studies referenced hardly support the determination that was made by the Town. In fact, the specific nature of the project could easily support a more appropriate "low impact" to surface waters based upon the three reasons listed. 6. Impact on Energy A moderate impact may result from the consumption of energy. The proposed action will involve the lighting heating and cooling of an 82,500 square foot building proposing to use 1,734,480 WA. Renewable energy generation to offset consumption has not been proposed. Response: In an effort to mitigate the concerns of the Town relative to expected energy consumption, the applicant would propose an alternate energy system on the roof of the 82,500 square foot building. In the narrative Sports East offered to use energy efficient lighting throughout the project, which happens to be the biggest consumer of energy on most projects and certainly on this project. The use of automated controls will also be used on this project to conserve energy. Most projects that include the construction of an artificial turf field would include energy consuming ballfield lighting systems, this project does not include such exterior lighting. Sports East is confident that all of the energy efficient and reducing features being proposed would result in a low impact to the consumption of energy. Again, if the applicant proposes multiple residential dwellings the energy demand would increase while the likelihood of an alternate energy system being installed would be low. 7. Impact on Noise The project will introduce a new activity, specifically sports courts and a playing field that may generate large crowds near current residential use and zoning, which in turn may create potentially moderate noise impacts. Although the applicant has identified several elements that would mitigate noise to a certain extent, the application does not identify an expected numeric threshold of'noise and therefore the potential impacts cannot be fully assessed. A noise study is recommended that includes: • The identified receptors. • The pre project ambient noise level in and around the project • The post project noise level in and around the project, including, the expected numeric threshold of noise generated by the activities on site. •How long will the noise last(hours, days,permanently) and what type of noise will it be (steady or variable)? • The expected effectiveness of the mitigation proposed and noise attenuation. Response: The applicant would offer to conduct a noise study that includes the variables listed above. The noise study would offer measurable values rather than assuming that a potentially moderate noise impact would result from the activities. It should be noted that the noise from the traffic on Route 25 is likely to be greater than the combined noise generated by tennis courts (by most accounts a relatively quiet sport) and private use of the artificial turf field which is positioned near the roadway and away from any residential dwellings. A restaurant with a bar is situated directly between the proposed project site and Sigsbee Road (where residential dwellings reside). Again, as stated before, the applicant is not proposing any exterior court/ballfield lighting systems and as such all activities during night time hours will be conducted indoors. 8. Impact on Plants and Wildlife Moderate impacts on plants and animals and associated habitats may occur, due to the parcel size, proximity to area land uses and composition of vegetation. The action will result in the clearing and or disturbance of 7.96 acres of the 20.82 acres and a loss of natural cover types such as woodlands will occur. The proposed action may substantially interfere with nesting/breeding, foraging, or over- wintering habitat far the predominant species that occupy or use the project site. The physical size qf'the area to be impacted is small, but the natural resource is unique to Mattituck and may play an important role in the ecology of'the area. The area forms an important assemblage of habitat types for avian and other wildlife species in a suburban area that has dwindling wildlife corridors, diversity and habitat availability. To the east a high density residential neighborhood occurs. To the south is a vacant parcel that with a mix of evergreen (species unknown) and deciduous trees. To the north SR-25, an assemblage of'parcels encircling Laurel Lake occurs to the northwest of the parcel providing large habitat benefits to area and transient wildlife. The site is currently wooded with a large stand of hardwood trees and understory shrubs. The large stand of hardwood trees occurs in the north of the property and along the eastern property boundary. An early successional field occurs in the south of the property and an area cleared of vegetation is located in the west resulting from a past development road-cut attempt on the property. There are no wetlands on-site. The parcel to the west is mostly cleared and the use is an equestrian center. Small areas of vegetation remain. A large wetland system borders this parcel on the western boundary. The wetland system is accessible to wildlife occurring on the parcel. The.following concerns have been identified: A wildlife survey (parcel bio-diversity) by a qualified biologist has not been conducted. • The presence or absence of protected species has not been provided Note that page 12 of 13 of the FEAF has a "Yes"response to E.2.p. "Does the project site contain any species Qfplant or animal that is listed by NYS as rare, or as a species of special concern?" • The identification of habitat on the parcel with the greatest function and values to area wildlife has not been identified. • The identification of existing and potential wildlife corridors has not been provided(if available). A response from the New York Natural Heritage Program has not been provided. Response: The applicant would offer to conduct a comprehensive wildlife survey of the site to substantiate the absence of protected species, greatest function and values to area wildlife. This would be a measure to mitigate the concerns of the Town based upon very little evidence offered showing that these habitats and natural resources exist on the parcel. It should be noted that the Applicant is preserving roughly 70% of the entire site which is well in excess of the minimum requirements by the Town. 9. Impact on Aesthetics A moderate impact to aesthetics may occur as a result of this action. New York State Route 25 is a scenic by-way; landscaping and building design should consider aesthetics including building scale and mass in relation to seasons, existing vegetation and view sheds. A visual impact study would better assist the Planning Board is the assessment ofpotential impacts to aesthetics. • A visual impact study from public vantage points has not been conducted. Response: The applicant would offer to conduct a visual impact study of the site. It should be noted that the scale of the project is well below any of the Town's zoning thresholds and visual barriers are proposed on all sides of the project. Additional screening is proposed to supplement the existing wooded areas that are to remain. If the project is modified to a residential subdivision the overall area to be cleared would increase thus creating a potentially larger impact to aesthetics. The building being proposed is consistent with many other pole barns and metal buildings constructed throughout the Township. It should be noted in your review of this project that the Southold Town Architectural Review Board already approved the overall look of building and site plan which conflicts with your Department's determination. to. Consistency with Community Character Response: We believe Sports East is consistent with the "character of the community" in a number of ways. Firstly, much of what we have modeled Sports East on is the Town Comprehensive plan as it pertains to parks and Recreation.. In short the goal of the study was to assess the state of recreational, educational, and leisure opportunities that currently exist as well as an examination of existing facilities. Additionally it looked to engage the public in ways to determine the types of recreational and leisure activities they envision for the future. We reviewed the surveys and read notes generated from focus groups as well as the goals and objectives of the report. We also took into consideration an aspect of the final draft, which states the need to conduct a feasibility study that looked at the possibility of "creating collaborations of for-profit and non-profit partnerships that could make the creation and operation of the proposed multi-purpose complex financially viable". We at Sports East strongly believe much of what is being offered at the facility would satisfy the spirit and nature of the goals and objectives laid out in the comprehensive town plan. Our vision also aligns with the town plan in that it is designed to serve members of our community, something that is clearly a goal and objective of the town draft as opposed to having out of town sports clubs using it. Secondly, we believe we are consistent with the "character of the community" not only in our philosophy and goals but in its physical presence as well. EMDDunn Engineering Associates, P.C. Consulting Engineers 66 Main Street Westhampton Beach N.Y. 11978 � ro 631-288-2480 E arvrvrvrvrv1E W 4 631-288-2544 Fax (ICT 0 mei 2f.Y�l iuffiold To i p,,. August 24, 2016 P� n1Oq Bo u°d Mr. Paul Pawlowski Via E-mail: pawlowskibiz@gmaii.com Re: Response to Comments on Traffic Impact Study Draft Letter of 7/11/16 for DEIS, Planning Board Private Annual Membership Health Club S/S of NYS Rte. 25, West of Factory Avenue Mattituck, Town of Southold, NY Dear Mr. Pawlowski: In accordance with your request, this letter responds to the comments in Item 4, Impact on Transportation, on pages 2 and 3 of the July 11, 2016 draft of the intent to prepare a DEIS by the Town of Southold Planning Board (Lead Agency). The Traffic Impact Study performed for this project has been prepared according to NYSDOT guidelines for TIS preparation. For ease of reference, the Town's comment is presented first and is followed by our response for each bullet, which we have numbered 1) thru 11). Comment No. 1: Based on direct observation, use and experience with the roadways, the Planning Board disagrees that the estimated site generated traffic of 155 vehicles Weekday A.M., 324 vehicles Weekday P.M. and 373 vehicles Saturday Midday Peak Hour could be "easily" accommodated on the roadway network as indicated on page 18 of the TIS. Additional traffic volume may result in an adverse change to the level of service for affected roads and mitigation to address the worsening level of service must be fully discussed. Response No. 1: As indicated in the capacity analysis conducted for the signalized intersection of Factory Ave/ Sigsbee Rd @ Main Road (NYS Rt 25), the addition of site generated traffic to the existing traffic on these roadways has a minimal impact to the roadway network. Excellent Levels of Service are maintained for all time periods analyzed. These results support our conclusions. To properly look at the volume of site generated traffic it is important to break down the total hourly volume into arrival and departure traffic. Thus, for the AM, PM and Saturday peak hour, the total site Mr. Paul Pawlowski August 24, 2016 Page 2 generated traffic of 155, 324 and 373 vehicles per hour, respectively would consist of 94, 202, 182 vehicles entering the site and 61, 122, 191 vehicles exiting the site. This would result in approximately 1.5, 3, 3 vehicles per minute entering and 1, 2, 3 vehicles per minute exiting the site. Comparing the site generated traffic entering the signalized intersection to the total traffic entering the intersection already on the roadways, there is an increase of approximately 6% in the AM, 10% in the PM and 9% in the Saturday peak hours, which is not perceptible. Comment No. 2: There is a large concern about the ability to make a safe westbound turn onto S.R. 25 from the parcel from the westerly site driveway. The TIS indicates that following the build of the project in Table 5 - Summary of Unsignalized Intersection Capacity Analysis Results, that the intersection would have a Level of Service (LOS) of "D Weekday A.M. Peak, F. Weekday P.M. Peak and F Saturday Peak." This is not addressed fully in the TIS. Further, there is a concern about the impacts to the surrounding neighborhood roadways due to traffic that may not be able to make a westbound turn from the site at busy traffic and instead taking a right turn eastbound and using side roads such as Factory Avc./Sound Ave. and Sigsbee Rd/Peconic Bay Blvd. to head west. Response No. 2: Since most State roadways on Long Island have higher traffic volumes than Route 25 in Mattituck, at most locations, there may be times when it becomes difficult to make a left turn out of a driveway or a side street. In their review of our Traffic Impact Study, the NYSDOT did not express a concern since this situation is becoming a common occurrence along NYSDOT roadways. Comment No. 3: There are concerns about the vehicle stacking in front of the property in the eastbound lane of S.R. 25 resulting from the existing traffic signal to the east, and the effect on the safety and operation of the parcel's westerly and easterly driveways. Response No. 3: The capacity analysis shows a high level of service with no disruption from vehicle stacking. The easterly driveway (right turns out only) is located 251 feet west of the signalized intersection of Factory Ave/Sigsbee Rd @ Main Road, while the westerly driveway (right and left turns in and out) is located 592 feet west of the signalized intersection. Vehicle stacking will not have a negative impact on traffic flow as evidenced by the good levels of service at this signalized intersection. Mr. Paul Pawlowski August 24, 2016 Page 3 Comment No. 4: There is a concern about the accuracy of the seasonal adjustment factors used in the TIS. Real time traffic counts are requested where the entrance is proposed and at the Factory Avenue/S.R. 25/Sigsbee Road intersection in the busiest months (July-August). Response No. 4: The NYS DOT has a permanent count station located near the site on Route 25/1\4ain Road between Manor Lane and Sound Ave. in Mattituck. The State monitors these count stations throughout the year and develops the seasonal adjustment factors. This is the accepted means of adjusting traffic count data. However, as you suggested we collected volume data again in August 2016 at the signalized intersection to satisfy your concerns. These counts also provide the eastbound and westbound traffic volumes on Main Road passing in front of the two site driveways. We performed the capacity analysis again using the "Summer" 2016 data. Our findings are presented in Attachment 1 which includes an updated Table 4 and the traffic counts collected in August 2016. As can be seen, the LOS remains excellent. Comment No. 5: There is a concern about the accuracy of the gap acceptance model (the number of acceptable gaps in traffic for a given movement compared to the number of vehicles seeking to utilize such gaps) as it relates to real, seasonal traffic volumes and patterns. Page 32 of the TIS. Response No. 5: The creation of simultaneous gaps in the eastbound and westbound traffic flow are created primarily due to the presence of the signal to the east. According to the capacity analysis software, the gaps created are acceptable given the volume of traffic on Route 25 at the access driveway. It should be noted that the standard for analyzing the levels of service and delays at an unsignalized intersection is to use the Highway Capacity Software. Thus, the Highway Capacity Software was utilized in our analyses, which conforms to the requirements of the NYSDOT. Comment No. 6: There is a concern about the lack of pedestrian connectivity with adjacent neighborhoods. Pedestrian movement and safety to and from the parcel should be examined from all potential access points: Factory Avenue/S.R. 25 Intersection, Sigsbee and Marlene Roads and along S.R. 25. Particular attention should be on adequate pedestrian queues and facilities from a 1/2 mile from the parcel. The connectivity with the SCTM# (1000-122-6- 22.1) aka the Capitol One Building must also be assessed. The building is currently vacant, however, the impacts from the action due to a future use on this parcel must also be contemplated. Mr. Paul Pawlowski August 24, 2016 Page 4 Response No. 6: We are ready to do our fair share by providing sidewalks along our site's frontage. Comment No. 7: There is a concern about the lack of large vehicle parking and lack of overflow parking on-site. Response No. 7: No buses are anticipated to bring patrons to and from the site. Once the facility is built, the only large trucks entering the site will be the garbage trucks and they do not park on the site. Thus, there will be no demand for parking for buses or large trucks. Furthermore, the parking provided conforms to the Town Code requirements. In fact, more parking spaces are provided than required by the Code (244 provided is greater than 240 parking spaces required). Thus, there is no requirement or need for overflow parking. Comment No. 8: The project may add traffic to the area, and due to current road design, traffic, and intersection conditions, the surrounding roadways do not have the capacity to handle it. The parcel is located only a tenth of a mile west of the largest shopping center in the hamlet of Mattituck. The shopping center is very busy, and tenants include a large grocery store (anchor), several restaurants and retail uses and the Town's largest movie theater A convenience store is also located on the northeast corner of Factory Avenue and S.R. 25 and a popular retail store (ice cream) is located on the northwest corner of Factory Avenue and S.R. 25. Note, that a CVS Drug Store is located between Sigsbee Road and Marlene Lane. These commercial uses and associated traffic generation and movement must be taken into account assessment of impacts to the transportation system and must be fully discussed in the TIS. Response No. 8: As each of these uses are currently operating, all of their associated traffic is contained in the turning movement counts that were performed in March and August 2016, as well as in the continuous count station data provided by the NYSDOT and also in the updated summer 2016 counts. Therefore, the traffic generated by all of the existing uses have been taken into account, included in the collected data and analyzed accordingly. Comment No. 9: A driveway for a 52,633' sq. ft. building and 'parking for 363 cars are located across S.R. 25 from the westerly site driveway of this proposed development, yet the TIS did not assess the interaction and safety of the two driveways nor take into account the potential volume of cars that will use this site in the future. This site has a certificate of occupancy as an Mr. Paul Pawlowski August 24, 2016 Page 5 office building, is in good condition and is actively being marketed for lease and re-use. Response No. 9: The future usage of this building is undetermined at this time and as such intersection demand can not be accurately estimated nor when this will take place. Thus, it is not identified as a proposed development and is not taken into consideration in our Traffic Impact Study. This follows the guidelines of NYSDOT for preparation of Traffic Impact Studies whereas there is no proposed use for the property at this time and need not be included in the study regardless if such property is available for sale or rent. The new tenant that will use this building and parking should be required to prepare a Traffic Impact Study, analyze the expected traffic conditions and provide mitigation, as necessary. However, it should be noted the roadway improvements of westbound to southbound left turn lane on Route 25 at our site's westerly driveway will help to mitigate the extent of possible roadway improvements required of the future developer of that property by the NYSDOT. Comment No. 10: There is a concern on the maximum occupancy of the site and the number of vehicles that would support such occupancy. Please identify the maximum occupancy of the site. Response No. 10: The permitted maximum occupancy within the building is generally determined by the Town Fire Marshall. Comment No. 11: The project will create a demand for pedestrian facilities where none currently exists and the project does not include pedestrian improvements. Response No. 11: As indicated by the NYS DOT and their review of our TIS, they have not required any pedestrian improvements along Route 25. On site improvements have been made to minimize pedestrian-vehicular conflicts. It is assumed that very few patrons will walk to and from the site. However, as noted in our Response 6, the applicant is ready to provide sidewalks along our site's frontage on the south side of Main Road. I trust our responses address and overcome the Town's concerns. Mr. Paul Pawlowski August 24, 2016 Page 6 If you have any questions or require additional information, please do not hesitate to contact this office. Sincerely, 4!0az?�, )w A--"' WALTER M. DUNN, JR., P.E. President WMD:as L2016081 P36014 'Am ttachment I NP:36014-Sports Recreation,Mattituck File:Admin/ReportsfrlS.doc Signalized. Capacity NP:36014-Sports Recreation,Mattituck File:Admi n/Reports/T[S.doe �,^"''. r Ibx,Jyi.: ✓ /p.3„ �1 ,.�.j•rU �/rr fa...frrlr��rf�!�5 W� l`'`"fa` 1 4Y �, 4 '',i,aY"", r,,. � y k� � '7'r ;'fv � dr(1 Y" , ryr "n �d ;. r�"^ryrv,f ��/y,/X.,1V✓ ,�,K!' r y V r, �..x, xFr ,(.�y y�I.�v�J ��,�lr ,I�,":N.� I✓� av',�,. 1 , ;��hi � r( � a�b��d. ,� ,,�4k ad�rl rr'I I� /°''� rh✓� x.: ':rr�%yk 1.IyvrrOlr p�'. � ,�r +'� fyyklx/Iypl�k/61 .JeVr,�, �ry,v "«7� ,; r.. �uf✓� /; �d,�',',�',?�;� n r/✓ rr'-'r � ' "I'"fi ✓i1��G�'W,r.: ovx��'1 !(1'�, /r�;�f` ��(I �y`k IJ OF��,�(�'%�f r� '.IIF'i is r "r vFy�xl�'�`-'Y r.J J r rr g ^i¢( I�Ar`ro�+,b ,, t'/!✓ 'y�Va r�r.- / l6L '�i�1 I J,��r9 � ;,Nl;) i ;, .J,;;r;of' 'hr��, G� ..Wrrr ���p.,,, m ,.v, ��%'r,M ,rla•-,Yr .� r..�✓t wR'M�xg r� �n1rr� 1s�y/�yl n�y� u. ,r rr✓�'"�� '� ly �,1r irKV u!� r�� v� ' � ��Ir,�l. � ��a+ i IUJ�I� %�fi-r�f1 ai ;i ryJ�;>�yvir' r1 & ' ����Pr"e�C,l VrlScl Ji✓�;, h 1 of r ur x p, IP' ,,r,, r rrr�y, , y! r'. Jr„'; 7777 B"a'r.� r(ari ��;,INI �',a,�" �'%*J a' ��• r��V���/.r�,�l w�'*' I Jfi ;r�� t�dl. � 'Nl T�j' � �.� h..,, �� ���V� ,;J>)m rr fr i'r9 L �'lliY,; �r°i'rr lkfr'd F,!�/,V, rl ,d'Y:; I�,,✓,f ,.�r1Vl r 1,,1... �N,✓ ,/Idr 1�,,;fi// �d /r (�Y��Y J /.Ji. h �/.�Dl��l�x/ ,kk 1"(� ,% r�r` =1' ��xy r Grp. (kl,{ p Af)�',v, (J'f�h ,;,r+l'V��yr✓CY r �✓ ,�;y` IG m �,�;r l��/�, fJ j,Y�', r �l!� „" n,,�/J „Fr,i ryri:9..Uw.,;,/ f `i llrp lti�"" �� =qy rid .;";,,,���;JW J.:IwI••.��/ ✓y',�A,. 41%.:`9,,. I {.,,p.f,ir �;. '1 j �: 7r>'1 Nrl jW,'(.l,el'���r'1 !/�,.. ,,r T ler t� I ✓ r xt�v a"yJr'll�"V��a�z1 ! i�1�r,/ �vr�r .' t�fly ”1 r.�I�44���/'l ',1 r4�4i1�1� t�(P �" ��,t ��i !J- x„ r��, Weekday AM Peak Hour B_._. 1 4�6g14 8 B 15.3 Main Road(NYS Route 25) _.. —.... ..�._ �.�.� .m .._..�_. .m M.. .... .... �_ ..... ......._ ...... at Factory Avenue/Sigsbee Weekday P.M. Peak Hour B 17.6 B 17.8 B 19.3 Road _ .� � �..w.,.�....w a Saturday Midday Peak Hour C 22.8 C 23.7 C 28.3 _ Nota 1.dncludes an increase in traffic,volumes of . . .Ct�l.0%a per year to aoUnk for normal background traffic growth. Note 2:Same as Note 1 and includes the traffic estimated to be generated by the proposed development. Revised Table 4(Using August 2016 Data) Summary of Signalized Intersection Capacity Analyses Results �.. �......m...mHCS 2O1O.Signalized Intersection Results Summary General Information Intersection Information _Agency Dunn �Engineering Assoc. Duration, h 0.25 Analyst cc Analysis Date Aug 19,2016 Area Type Other ' r Jurisdiction Mattituck Time Period AM Existing PHF 0.92 Urban Street Analysis Year 2016 _:fAnalysis Period '1>7:00 " Intersection IMain Road @ Factory A... File Name AM existing summer.xus Project Description ` Approach Movement L T R L T R L T R LP7_ h ✓ri FM s.� ik.,: �w6sw"w .,s:' wX,� �w,t5 .N* aaWX.ln 11 Jt�'?PN,;ak,�,c,w 68X47 q, w�. f�wi it Cycle, s 47.9 Reference Phase 2 � � v � -_-. 11' `' 'jfainco Irtit 5 ' I nct . Green 0 3 1.z. 117.0 10.0 5.5 m fi / 't „ 1 00 1 Uncoordinated Yes Simult Ga EM On _ 0 0 ''�� r set Gap Yellow 4.0 0.0 4.0 3.0 3.0 ��' ti� l Force,, 1cie I ixci alhi^Nt � p ldr Red Q.O 0.0 0.0 0 0 0.0 0 0 a , L r Assigned-Phase 5 2. 1 6,... 8 4 77 40. t Phase Duration,s 5.4 22.1 4.3 21.0 8.5 13.0„ Irtcje oirod ,+ ' ,`s 4.0 4.0 Max Allow Headway(MAH),s 3.1 3.0 3.1 3.0 3.2 3.2 Queue C l grrp oe Tinia(g s),s 2,8 14J 1 2� " 2.3 0 0 2,.3 0.0 Green Extension Time(ty a�,s 0.0 0.2 Ita p ,II,'F rc gii(y 0, 1 C t A � , „ _ 1 a. Max Out Probability 0.00 0.00 0.00 0.00 0.00 0.00 OEM ,e,°., �"Ires6t NIS SI3 �wn.awwu�ww•�.+. r,,r�.,,. «n.,,xUrxe„m+r«.w...W,... .. .,, �x,e Approach Movement 1_. 7 T l� L T R L T R L T R Ass"sgra scl,�uiar rrri ift; 5 6 4 3 1;8 % 2 12 1 l6 8 4 14 . .2 ,. .. Adjusted Flow Rate ( v),veh/h 49 566 7 548 14 32 74 60 A Iju�ldd Sa1t(rdta ali 1 I w l ate (�s yr I /I1fInKK 1 10 1893 1Sy10 IJ8 d1 47 Queue Service Time('g s},, s 0.8 12.7 0.1 12.6 0.3 0.8 . x1e.ttiotfpaQla a o Tilrip : s � 4�.8 'bit"7; 0 1 "IA4ta .3 0r�8 wta '1.4 w Green Ratio (eIX) 0.39 0.38 0.36 0.35 0.11 0.11 021 0.21 apac ly( t ix X8.5 71'8 "3 10.,a 1N 3j°8 '44 � _ X08 _ 9 ' Volume-to-Capacity (,X�vµ� 0.172 0.789 0.029 0.81.8 0.068 0.158 0.196 0 � _, .174 Back of Queue(Q} veh/In(50 th percentile) 0,3 4,3 0.0 4,4 0.1 0.3 0.6 0.5 a ueue- of g R t o(;;f `. ( 0 tjawlo amp�lpy Q 00 00 [Y l70 a0,, t" Y, t1 00 0 0""0 Uniform Delay(d 1 },s/veh 11.1 13.2 . 11.8 14.1 18.9 19.1 15.6 15.6 1 0t1 1 1.. Initial Queue Delay(d 3�,s/veh 0>0 0,0 0.0 1, 0.0 0.0 0.0 0.0 0.0 nlrol'De y,(t; ,s � I� 2 1"A,^0 i ® . Level , ., . .�. of Service(LOS,) B' C3 B B I B t"3 13 13;:T B I,' Intersection Delay, s/veh/LOS 14.6 B `It+tapC'tjxmt�tsiC�Res!�It i X13 S Pedestrian LOS Score/LOS 2.2 B 2.2 B 2.3 B 2.3 B irycle,l�OS 777T57' , , 1.4 A; 0 0 A 0.7 - __. _ . . Copyright©2016 University of Florida,All Rights Reserved. HCS 2010*1"Streets Version 6.80 Generated:8/31/2016 1:49:23 PM �_.�....... . HCS 2010 Signalized __ � ._- .. �_� ed Intersection Results Summary General Information Intersection Information Agency 7EngineeringAssoc. Duration, h 0.25 Analyst Analysis Date Aug 19,2016 Area Type OtherJurisdiction Time Period PM Existing PHF 0.92 Urban StreetAnalysis Year 2016 Analysis Period 1>7:00�� .m ryIntersection o A. ' File Name PM oxisting summer.xus Project Description y ursr "z" qd +V �r� � Approach Movement L 1' R L 1"' R I_ T R 1_ T T R tx u 100 yclo s 60.1 Reference Phase 2 Offset,,w lfedrieNpC brad _617 - 10.0 Green 0.6 2 2 24 0 11.7 Uncoordinated Yes Slmult. Gap EM On Yellow 3.0 10.0 4 0 3 03.0 �, 0�0 1`psaoFY. ffr1.'.N.,: I,°�Il`r i 01:,Gf?il 5 „, ! N Iced,. 0.0 Q 0 .e „O.q,w �� „ 1 - l�". SIL 1 ;f 'w�VeB 11 I 1. ,T BI E 1. Assigned Phase 5 22 1 8 8 4 c asp mer 1,.1 4,C m'I C., (10,Q 10.0 Phase Duration,s 5.8 30.1 3.6 28.0 11.7 14.7 Can Peiai(.Y ' r s 4.3.0 3,«, 4°;k; „0 310, _� av Max Allow Fleadway(MAH),s 3.1 3,0 3.1 3.0 11 3.2 tupuekC�eaao Tira (t1 )° 3, b 4 ..,,u Green Extension Time(g ,)",sr s .. �_......._._ 0.0 3,0 0.0 3.0 0.1 0.3 Plp` llgila`SMI iii 0:�7 1»f}0ba I, Ir.,t);t' #;7? 0:07 ... Max Out Probability 1.00 0.00 0.25 0.00 0.00 0.00 _ . NEMM ,,.. App _ � Approach Movement N�. I° R I. T R L I" I� L T R R ,A,,spJgnbd Mby rl rat. 5 2 12 1 6 fO 3 i f5 7 4 14 Adjusted Flow Rate (V),veh/h 87 701 14 648 22 55 75 138 djudt'd atitlpry f xdo late )�vfhh`li1 ,00 % 8 11(1 d%386 ilf 1 X81 1;810 1,66 . , Queue Service Time('g s')„ s 1.6 20.2 0.3 18.9 0,6 1.7 2.1 4A ypjf5 rl, + Mra r, nc Tlrrre( ), f,$ f){ '1.7 :1 4; Green Ratio( ` ') _ _ 0.46 0.43 0.41 0.40 0.14 0.14 0.19 0,19 c�wpaci(�r(z.y'w,etp1,80 152 262 , Volurne-to-capacity Ratio(X) 0.321 0,8.57 0.075 0.862 0.083 0.215 0.214 0,427-18 Bakfo ,lle<<(,.Q) f(ANn.( qjhularri#Irk) ; '.t' Back of Queue(Q},veh/In(50 th per°centile) 0.5 7.3 1 0.1 7.1 0.2 03 0.8 1.6 Q reu �)pla9 ltd(4'�+`Q)(�s0 thwl p'�d�ntrl ), 0t), ,();0(7 Uniform Delay(d i )„s/veh 12.8 15.3 14.0 16.6 22.3 22.7 20.4 21.3 w' ,3 1.0 0.1' 1.2 010 .1 ;� l 2 , ,0° Initial Queue Delay(d 3),s/veh 0.0 0.0 010 0.0 0.0 0.0 0.0 0.0 corltlo4'DeNay(d)z /v 1r I .I 1,6 4 14:0 7.7 .3` X0.5 LB Level of Service (LOS) B B B B c Cc 21.2 Intersection Delay,s/veh/LOS 17.6 B 23 B 1 8 , � 1 0 A 0 a t3 strian LOS ore ._ 23 08 A____ B ��lel O a �r'I S 0 B 23 B. ...._..__. ., .. m.. -------- Copyright©2016 University of Florida,All Rights Reserved. HCS 2010TM Streets Version 6.80 Generated:8/31/2016 2:26:55 PM ....� ._�n�................._ .....mm..HCS 2010 Signalized Intersection Results Summary General Information Intersection Information A en 11 cy 11 Dunn Engineering Assoc. Duration, h 0.25 AnalystCC ,,,... . CC Analysis Date Aug 19, 2016 Area Type Other Jurisdiction Mattituck Time Period SAT Existing PHF 0.92 � Urban Street Analysis Year 2016 Anal sis Period 1> 7:00 -IntersectionMain Road @Factory A.... File Name SAT Existing summer.xus Project Description ,!dN& k q%'77" Approach Movement L 1 R L l R L T�y R L -T [yRg- �Ay 47 t3fi r o4�%i �il�Qi� Cycles 77.9 Reference Phase 2 ,�,., ,i^� ., ' 1.6 . _.. '. � ...... ....... _ .. ��/a� � r ,jai�E✓,✓1'io'i��kr OfFei � � Refere�n �lrii y�i' � �'� ,f)t," od Yellow 3.0 0.0 4.00 3A 3.0 0.0 �� t G E On Green Uncoordinated Yes Slmul a /W ' rrp c/ (± f1 � ;�w���®� ., P? Nw. , .�? a Red 0.0 0.0 0.0 0,0 r� Timor lrslts CBL. TUBI IST 1B1 t1r31" SBL SB T. Assignee Phase 5 2 11 6 8 4 f 1,d' 1'0':0 Phase Duration,s 6.1 44.6 4.6 43.0 13.8 15.0 Par9.ge:"Pcatrf(t ,?'a" " ) s 3.0 3�0" 4,0 3;,0 i.0 Max Allow 1leadway(MAH), s 3.1 3.0 3.1 10 3.1 3.2 2L ) 's 3 T 3/�n0 2.7 21 a „m Green Extension Time(g, a s 0.0 3.5 _ 0.0 3.8 0.1 0.5 ). .rvrvrv � � �mm _ ,A. t'has - 11 F"ropsdityr 0 ! 1:Q10 Max Out Probability �` 1.00 0.07 0.76 0.00 0.00 0.00 60 "l� 13" J ,. 513 Ap� i 1pc^d C rTlprjt 5 . ., I, 6 16 4 4 Adjusted Flow Rate (v), veh/h 84 913 35 629 28 77 1 1160 142 Adlute atul, lio,Ii F Na1whRcz s) vlrJi1(In.M,W 1, 1 10 10mm. lu7fi3 .° . .v Queue Service Time g ), 3.0 6,4 6.0 ( 5 s 1.7 35.0 I 0.7 19.5 1 1 I Sycle C aueuo, N,e ' nr�a-f°lrrde(g�),� 1.7" �,0 " t).7 1 a5 , '�'A , w'0 $A ,0 Green Ratio 91C 0.55 0.52 0.52 0.50 0.14 0.14 0.15 0.15 apacik c) v 117h . w..w "4 ma � 25 , d7 X78 2 Volume-tu-C�apacity Ratio (X) 0.227 0.930 0.220 0.667 0.113 0.313 0.574 0.546 _. 3:41;8 X0.,3 Back of Queue( Q),veh/In (50 th percentile) 0.6 15.2 0.3 7,3 0.5 1.3 2.7 2.4 Qac tie tora0o nip.(_ 1)(; 0 Thr p a ei°rti) ) 0`00 C10 ; �" iW 0�0 0'00 0 00`, '.pQ. Uniform Defay(d 1),s/veh 11.2 17.3 17.7 14.6 29.4 30.2 30.6 30.5 Ni�c renidndC C1cIY,(d w4),slvet0.1 .5 .3 3 1 .1," "n3 Initial Queue Delay(d_3), s/veh 0,0 0,0 0,0 0.0 0.0 0,0 �t1.0 0.0 sitrcxl Del d s/veh 1 3 2w5 8 mm�� 1 ,9, Level of Service (LOS) B C B B C C C C SIN?n? 0D ( . ,, .JL�O,S Intersection Delay,s/veh/LOS 22.8 C nommoommoniumom mom NEW .,..,., _ p� rp IVlti ` �Rullt CC3 MM B Pedestrian LOS Score/LOS 2.2 B 2..2 B 2.3 B2.3 B W . . �.... �._.. ..� I igyclo LOS Scote/WS 2,1 0 7 _ mm. 1 0 , . ... ` ...n Copyright©2016 University of Florida,All Rights Reserved. HCS 2010TM Streets Version 6.80 Generated:8/31/2016 2:27:39 PM _.._ HCS 2010 Signalized Intersection Results Summary General Information Intersection Informationi" � Agency Dunn Engineering Assoc. Duration, h 0.25 Jurisdiction Mattituck Time Per od a AM No�B old PHF pe 0.92 Other A' y Analysis Date T Y Urban Street Analysis Year 2017 Analysis Period r � . - Intersection Main Road @ Factory A... File Name AM No Buildsummer.xus Project Description ,wa; �' � Approach Movement �L T �R L TR L T R L T R emar101 ! �, i^a �„ ,.,� " R". *3 ,, 6 a„ ,� ��a a„�� a„"�9 I 1a4� „i, " �. �,� �'4 r �,, i IIT J^* "Alai" �6 MRS, Y . � p, a^ Cycles 48.7 Reference Phase 2 L ZRwiC�1G'�ICPraNnf -' nfh ,,.,, Preen 0.3 12 17.6 10.1 5.6 _ 6.0 Uncoordinated Yes Simult.Gap EM On _ _ ellow40 00 4030 30 00f STiced 00 0 0 0 0NA NNSMANdwo-Ilia" ltaalar' esirfit IL Ee PTrl I SBS ro. .. mm . Assigned Phase 5 2 1 tS 8 4 ? sg,l ,urgagr, 1isY1, Phase Duration,s 5.5 22.8 4.3 21.6 8.6 13.1 4i0 ;`9 40 4, 3t"): _3, . _ Max Allow HeadwayHeadway(MAH) 3,1 3.0 3.2 3.2, s 3.1 3.0 I Quoue G(eat'ar��eTlaaa (gs.)r s 2.8 i 15`.2 21 15.E2 s. ' l3 I 3. Green Extension Time(g a),s 0..0 2.3 0.0 2.3 0.0 0.2 Phaso, ralV`f'rolabr,,llty0 fi 00 Y'7 1 t( Max Out Probability 0.00 0.00 �� 0.00 0.00 0.00 0.00 rrtrgiCcil , C B A Approach Movement l., f" R I._ l" R L 1 R L T R sslr°rfi owp, agr),t 5 .2 1 '6 163 8 18' 7 4 14 Adjusked Flow Rate( v) veh/h 50 579 7 561 14 32 76 61 ArIjusted SBtut'5'taorl,FI' Raw( ),v Wl.ifln 1 f0 Queue Service Time (g s),s 0.8 13.2 0.1 13.2 0.3 0.8 1.7 1.5 1.7 C1 1aline 1. Green Ratio (g/O) 0.39 0.39 0.37 0.36 0.111 0.11 0.21 0.21 apactf upr l/a 8(' X30 , mm� 0 a81 x(17 �Im .m X76 �3A Volurne-to-Capacity Ratio (X) 0.178 0.793 0.030 0,823 0.068 0.159 10.202 0.178 W ,aa,�C pfta" lr ( )w ilJ9I ( '111perc: mfl1 .f1 1I ,frc' 115 U j ;3 6, ., . . Back of Queue Q „ve 5 h/In 50 th percentile) 0�3 X1.5 0.0 4.fa 0.1 0.3 0. 0.�a _ d . m " 0 aae�9e" tor, epe( tao(6 )(50 tfia phrceralile) 0 00 0 00 0 00 0:01 (1.� 0,`(t0 �;w0tl y0 Uniform Dela �.._--. Delay( )d� s/veh 1.2 13.3 11.9 14.2 19.3 19.5 16.0 15.9 IrlCrem o r,lal be,ip ,(d ),,slvoll QJ 0A 00 1.0 .1 ,1 0'," Initial Queue Delay(d 3),s/veh 0.0 0,0 0.0 0.0 0.0 0 0 0,0 0.0 � ..m. spa°acral l 1° �Oa Level of Service(LOS) B' B B B B B B B p fiaa g4 YI ge` ➢,slum fi .I ( 1 431 15,1 :6 16:0 B Intersection Delay,s/veh/LOS 14.8 B ig()ifrart�afi Rai' ts- - ')�B' ' ti/C� VWf�; Pedestrian LOS Score/LOS 2.2 B 2.22 B 2.3 B 2.3 B �. _ a t1: A 0.7" A° i +eo hS � rerlC)S 1.3 : .___.. .m 1.4--a �. .. _.... Copyright©2016 University of Florida,All Rights Reserved. HCS 20101m Streets Version 6.80 Generated: 8/31/2016 2:28:11 PM .. ...........................­..................... ................. HICS 2010 Signalized Intersection Results Summary General Information Intersection Information Agency Dunn Engineering Assoc. Duration, h 0.25 ................... Analyst cc Analysis Date Aug 19,2016 Area Type Other Jurisdiction Mattituck Time Period PM No Build PHF 0.92 Urban Street Analysis Year 2017 TAnalyses Period I> 7:00 -i_nt�r�ecii _n Main­Ro:ad @:Factory A... File Name PM No build summer.xus Project DescriptflionE Approach Movement L T R L T R L T R L T a Cycle, s 61.4 Reference P�h s 2 e reilpe"( jh't End Green 0.6 11.7 8.9 u.0 Uncoor inated Yes Simult. Gap E1W On Yellow 3.0 0.0 4.0 13.0 3.0 TOO 0. Force FjAe 0=[E- e .0 M u"A,,9""q o NO, 7-, MA1171- 11-1, ........... lTiu Assigned Phase 5 2 1 6 8 4 fol.p Phase Duration,s 5,9 31.2 3,6 29.0 11.9 14.7 '_Ehan c-P o rilo O ("Y44P, S 10, 4,0 4.0 Max Allow Headway (MAH),s 3.1 10 31 3.0 3A 3.2-- 17 1,7 '2 3 21.(3 ,_ Green Extension Time 9 e s 10.0 3.1 0.0 3�1 0.3 1,74 0 k,� , a I Max Out Probabilily 1.00 0.00 0 0 0.26 .0 0.00 0.00 I'll 11 "VI'd G? NB� Approach Movement C--T R L T R L I L T _R f8l '7 4 '14 5, 2 3 8 Adjusted Flow Rate v),veh/h 89 718 14 664 22 57 77 141 Ad te,(s), Queue Service Time g s s 1,7 21.1 (TTI 19.8 0.6 1.7 22 4 6 .............. ........................... Green Ratio (glC), 0.47 0.44 0.42 0.41 0.14 0.14 0.19 0.19 s MJ? 2,61,' 257, 34 Volume-to-Capac0.332 0.861 ity Ratio (X) 0.076 0.866 0.083 0.220 0.2240.445 C 14,1 Back of Queue Q j,veh/In 50 th percentile) 0.6 7.7 0.1 7.4 0.3 0.7 0.9 .1.7 l`r00 0;130. 0�,d .'00: 4'' 0Iv'1(q,0-'�),(W"L1111 0_`rcarrtL1011), 0"mo :0,0 Uniform Delay d 1 s/veh 13.0 15.4 14.1 16.7 22.8 23.2 21.O 22.0 0"l 0.1 Initial Queue Delay d 3 s/veh 0,0 0.0 0.0 0.0 -6.0 0.0 0.0 Z' 2�­, Te_Ziof B B B B C G C iWc T Intersection Delay,s/veh LOS 17.8 B 1a"tlwlpall tilEB Pedestrian LOS Score LOS 2.2 B -2 B 2.3--F-B 2.3 B tr A, 0, 8 1 py� ................. Copyright 0 2016 University of Florida,All Rights Reserved. HCS 2010TM Streets Version 6.80 Generated:8/31/2016 2:28:46 PM HCS 2010 Signalized Results Summary__.. . _._.... ......._.rrr .. alized Intersection General Information Intersection Information Agency Dunn Engineering Assoc. Duration, h 0.25 Analyst CC Analysis Date Aug 19,2016 Area Type Other Jurisdiction Mattituck Time Period iSAT No Build PHF 0.92 Urban Street Analysis Year 12017 AnalysisPeriod 11>7:00 Intersection Main Road @ FactoryA.., File Name SAT no build summer.xus Project Description N i°- T4 n, ,I ..�•i .w xa ,`r•�, t� ;a�.vP K > �S;W nB Approach Movement L 7T R L T R L T R L T R r as y/p, A,✓re rpry r° r' i r a, - . a r ,. � 11 'gr r „ 0 Cycles 80.0 dofererc Phase 2 Off,et 0. `. f6ronce PolhY � nd j Green 1,7 1 - - � 6 40.9 12.0 109 00 Uncoordinated Yes Slmult. Gap ENV On Yellow 3.0 0.0 4.0 3Q 3.0 0.0 x l onoe:IVla 1 `r,F�,l� d S �til G Red 0.0 0 0 0.0 0 0 Q Q iF,Yrv+,e'. kr `mnwi '�F ,ruM oa�w.A"3e uY r.4.•.:.. � tr,a ...........�. ....... ............�. ... ,...,� ..... ,...... ,.,,.. a.1/ 1�t 'rles AIt'+ d, ,f Cti7�- 7.Lt + J # X131: St�;l,Assigned Phase 5 1 6 8 4 r 8. 41; x(0;9 10:0 Phase Duration,s 6.2 46.5 4.7 44.9 13.9 15.0 Chan Perlo Ys 3.0 4 0 3�0 4 Max Allow Headway(MAH), s 3.1 3.0 3A 3,0 3A 3.2 Queue^ 1 rr an Tiirrig,( s s 3;8 ;38'9, 8 22,A 5.;2 8.8 Green Extension Time(cr ),s 0,0 3.5 0.0 3.90.1 0.5 I'11e ,Ili„ rII�m ' 8 Max Out Probability 1.00 1 0.11 0.80 0.01 0.00 0.00 10- :Ih/lovem tlnk„�rwotbp"'Res�its I " ., B Approach Movement L T R I. T R _ L T R L T R� �..� 1 16 8, 1�, � 4- _.��.. , av ext 5 oigne B 2 ?• ; Adjusted Flow Rate( v), veh/h 86 935 36 645 29 79 164 146 AdJcas,grf �tltlgp"FN6to+(s) vl�alafln 1" 1tj 137 x 113; I , r81 ` 1t Id . a ., " Queue Service Time(g,s),s 1.8 36.9 0,8 20.4 1.1 3.2 6,8 6A yc1e', �.eNa le{, f- ), s :kt ; , .8 �0»,' 1!.1 Q,,8 -',',§,;4 mm . Green Ratio( g/C) 0.56 0.53 _ 0.53 0.51 0.14 0.14 0.15 0.15 Crpa )y( ) vOli%Ia �. _ 68 110x' �. ., , 0' 2 & X43 X71 X54 mm ' .,� , Volume-to Ca Deity Ratio (X) 0.233 0.934 1. 0.232 0.670 0.119 0 326 0.606 0.574 p' 13a7 (3: 64 c1f f/1rr(,°50 t�laerdrtt)No;)° 1,` 4 47 2 Back of Queue ( Q)„veh/In(50 thq percentile) 0.6 16.3 03 7.7 0.5 1A 2.9 2.6 C�tacu ural e ti ,30 t c,l� n(ple �>�JO 1�Ot) , 0;00 �b�0 O t"} 0;011 � 00 , Uniform Delay(d i ),s/veh 11.3 17.5 18.2 14.6 30.3 31.2 31.8 31.7 I017re e all 'C i G.ayf(,c°-)',slvd�l` 4),1 8 0 x; GA 0.11 ().3 Q.8 Q,'8' Initial Queue Delay(d 3),s/veh 0.0 0.0 0,0 0.0 0.0 0,0 0.0 0.0 citrgW ) ely(Md), r�;yah 11 4 7 4 � ; 6 32 , 1 . . . �, Level of Service(I OS) B C N3 f3 C C C Akala'rspl 'MI , slWi%ll91525,9` , Intersection Detay,s/veh/LOS 23.7 C rz . iYii"J41i n j"ijj f" Vd S Pedestrian LOS Score/LOS 2.2 B 2,2 B 2.3 B 2.3 B -.� - - - �t3lycko+' ,�`S. 2 21`6 .. £ / 1 Copyright©2016 University of Florida,All Rights Reserved. HCS 2010TM Streets Version 6.80 Generated:8/31/2016 2:29:17 PM HCS"2010 Signalized Intersection Results Summary General Information Intersection Information ( , Agency Dunn Engineering Assoc. Duration, h 0.25 Analyst cc Analysis Date Aug 19,2016 Area Type Other Jurisdiction Mattituck Time Period AM Build PHF 0.92 , .,,.,R ww Urban Street Analysis Year 2017 Analysis Period 11>7: Intersection Main Road @ Factory A... File Name IAM Build summer.xus Project Description MWE Mrnsli (i oiF m , TI Approach MovementL T R L T R L T R 56° 'JT", Cycle, s 52.3 Reference Phase 2 fGreen 0.3 1.4 0 coordinated Yes mult Gap EM On " Yellow 4 0 Q 0 4 0 Uncoordinated S 3A6 3.0 0.0 ,. _ ..._ ��.�o �lRed o0 - 0 0 f$1 . . Assigned Phase 6 2 1 6 84 �0M0 � Phase Duration,s 6.7 25.4 4.,3 24.0 9»0 13.6 --Age-Te rfrac4,.( y F? .) s 4', 4 0 4,0 4, 3.,C1 ; Max Allow Headway(MAH),s 3.1 3°0 3,1 3.01 3,2 3.2 ' ucuc leprarcc Tlr ,(% .),,s 3.0 19.72.1, 17.E 2 Green Extension Time(9 e),s 0..0 2.5 0.0 2.6 0 0 0.2 ty _ 0.00 0.00 0.00 0.00 Max Out Probability 0.00 0.00a.... Ir1 'Nij Gralf[ar .tb�tB B , SB ,. Approach Movement L T R t. T F 1. T R L t R Assit)ped a x pnt; 2 1 r. , 6 '1� 3 4" 11 Adjusted Flow Rate ( v),veh/h 67 611 7 610 16 32 76 70 AdjR/ teCt Sdt � t�ctn' ly,;larm (s yT ire Pbl� lrw IrE10 1 X93 1k0 89„1 1" 1i0, 118, 1w1 f 1lta 1a , 1r8; Queue Service Time('g s), s 1.0 14.7 0,1 15.4 0,4 0.9 1,8 1.8 yc1 'dpllt , Nlaag `,Tlrrie; '�" ) , ` ):0 Green Ratio ( /C') 0.42 0.41 0.39 0.38 0,12 0.12 0.20 0.20 Ora salt p4�I� X70 7ta 2 72 X09 X01 3 Volurne-to-Capacity Ratio(X) 0.209 0.787 0.029 0.843 0.078 0.157 0.208 0.210 Ctrcl<01`;Cyp0e ( )A ftlra(5 lh pel; ittild) X1,1 47,5, 1 1:37.4 X4,1 8 1,7.1 15.7 ._ Back of Queue ( Q),veh/In(50 th percentile) 0.3 5.1 0.0 5,5 0.2 0,3 0.7 U Otuo�ao ato� g4ataa (/a�Q) ( 0 th pr�A�htg ) C 00 b.41' ,. -s () p`. Q.. 0:44,., 9,00 ( t7 00 °� �. -- Uniform -Uniform Relay(d 1),s/veh 11.7 13.5 12.1 14.7 20.7 20.9 17.4 17.4 '0-1Irapr rrh l,talal » ')e /vela 0.1 4.7 0�0 .1.1 0,1 .°1 0:1 0.1 Initial Queue Delay(d 3), s/veh 0.0 0.0 0.0 010 0,0 0.0 0.0 0.0 a��tral`DI�ay(a.`d) sJvl 1','1.8 114,1 1' 1 15»8 20 / Level of Service(LOS) B B B B O O B B pp. yr A coal Dila ) N�1:LOQ 13. Intersection Delay, s/veh/LOS 15.3 B NOON tb Pedestrian LOS Score /LOS 2,2 B 2,2 B 2,3 B 2 3 B '. __ ..... - 1 k o;,6" A 0.77 A lI f __- Copyright©2016 University of Florida,All Rights Reserved. HCS 20101m Streets Version 6.80 Generated:8/31/2016 2:24:08 PM .�. ..._ _.. -_-�. HCS 2010 Signalized Intersection _.... ........_.,�...e _ w.. tion Results Summary 1101101 Soong= General Information Intersection Information ��:u� l b^.sir Agency Dunn Engineering Assoc. Duration, h 0.25 Analst W CC y Analysis Date Aug 19,2016 Area Type Other u M Build PHF _ 0.92 Time P . ��„ �7:00 Urban Street �ction Mattituck nalysisrYear 0,17 � Anal lysis Period 1�� r Intersection Main Road @ Factory A... File Name PM build summer.xus Project Description ff�'" ri 'A+ J�J' dMtl17p' � "� ,bP` ` ,� gi 1 ' �. ✓kaP �� .. Approach Movement L T R L }Ty fR L T �R L T R 1�'rld 6d1ro3Jkl,wal w to71:,IBMt� I`2t , ii Wall ."Y'�+C�'na� il�, �`i�`� � s r P � ,�1 Cycles 69.6 Reference Phase 2 Offset, 4) Referdncep alert` rd Yellow 0.7 2.7 31 8 11 9 Green i�irUncoordinated Yes Simult Ga E/W On 30.0 40 3 03.0 0 0 ".0aRed 0.0 0 0 0 0 0.0 0 0 0 0Rom 771 wil" Ti6r ktz »�t, LBL E( T VL ` t113T h11L P ,B;1' SQL SST" Assigned Phase 5 2 1 6� 8 4 Cgsww,Nq,r1 bb 1.1 4; 1 1'( (d 10;0 Phase Duration, Is 6A 38.5 3,7 I 35.8 12.6 14.9 Cl'ilntlg,Pdricd , f ),s .0 4,0 3; 4,t 3 } 10, Max Allow Headway(MAH),s 3.1 3.0 3,1 3,0 3,1 3.2 tieup<< lerprie,l;it?SoP(g�);s 24 82 :. 8:°I . .w _. __ . Green Extension Time(g e),s 0,0 3.7 0,0 3.7 0.1 0.4 hrscall'f?hcb ,t�l��,ty; 7-7766'' 4 0.99 Max Out Probability 1.00 0.01 0.26 I 0.01 0.00 0.00 dV overinentrG aw/p P", it � k SB. Approach MovementL T R L T R i T l 1... T R W---s Astrid iUlpvcrgt, 5. 2 N2 - ;6 18 3" 8 1€t 7' 4: 14 Adjusted Flow Rate(v),veh/h 101 783 14 770 26 57 7 161 Adjlr tad 5atuf 1nl 16,W ate(s) veh/V,19 i 0 11 8 1 `10' 1rg88 1`0 1;l8' 11810 l6 a8 Queue Service Time(g s), s "1.9 25.0 03 26.1 0.9 2.0 2 6 6 2 Cycle Queue learawt Tflrwe(g r), s ,i,9 a.0 ,3 .1 .t1 .6 ( .2 Green Ratio (g/£,) 0.53 0.49 0.47 0.46 0.14 0.14 0.17 0.17 Cpcity 251 932 1'97 1;8'1 ... o,m„u Volume-to-Capacity Ratio (X) 0.403 0.840 0.072 0.893 0.105 0.230 0.250 0.569 C3t,icfof`{teal (, .,),ft!)rl(, r 1h,percdtN),e.). - 16 ?x" ; 8 Back of Queue ) 7 Q veh/In 50 th percentile) 0 9.3 0.1 10.1 o.4 0 8 1.1 2.4 ( ) ( p QuGuf�airg 1 �tw (P -)("50h`i Mcrtti6&;) C'00 Ci 00 Q1'00 0,;'Ol 0 00 0,'00 t tt0 tl!t11 �. � . � w , Uniform Delay(d i ),s/veh 14.6 15.2 14.3 17.4 26.3 26.8 25.0 26.5 lncrorn,ental Delay(,d ,s/veh 0,4 1.5 0,'I 2,1 6,1 0.2 9.2 0.7 Initial Queue Delay(d 3)„s/veh 0,0 0,0 0,0 0,0 0.0 0,0 0,10 0.0 ontrllei,y .d s/uai �� .. � 5_ . 2 7 ..... . Level of Service(1-08) B B B B C C C C Apotor' i I71rlr , .," ti 2 : ,� slvt.l�/��")S 10.5: �- 194 26 Intersection Delay„s/veh/LOS 19.3 B mmmmmmmmmmmim"=Fmmm � a itlt `� R" tilt EB t Pedestrian LOS Score/LOS 22 B 2.3 B 2.3 B 2.3 B i3uy�QILOS�S.,h ire N i7S 19 i it A 0 ° 0 ......... A m_... .., ---. r _._ Copyright©2016 University of Florida,All Rights Reserved, HCS 20101M Streets Version 6.80 Generated:8/31/2016 2:30:17 PM _ HCIts Summary S 2010 Signalized Intersection Resu General Information Intersection Information Agency Dunn Engineering Assoc. Duration, h 0.25 Analyst CC Analysis Date Aug 19,2016 Area Type Other Jurisdiction Mattituck Time Period SAT Build PHF 0.92 Urban Street Analysis Year 2017 lAnalysis Period 1>7:00 Fni r cMain Road @ Factory A... File Name SA'r build summer xus Project Description Approach Movement L T R L T R L T R L77 T1 R moi.fy v"1:ti:r `�'' ,�'v ��i �(W.aP yU l 01 C c�le s 88.9 Reference Phase 2 ., " Offset,�s l)` Rfrerr Print End Green 1 8 2.1 48.8 12.0 11.3 0.0 Yes Simult Ga E/W Onp �'� Uncoordinated p Yellow 3.0 0.0 4.0 3.0 3.0 0 0 �, i ,a, j, F`ot e 0`6 , i od li w u), , t 4,`" dpi).. Red 0 0 0.0 0.0 11 0 0.0 0 0JIM 111 lmeu r tblt r Ia �' T V I L l k htL t: SQL ' .. Assigned Phase 5 2 1 6 8 4 E[ sttr 1.1 4.0 1,.1 4 1,Ow(B "I .O.mm.,m Phase Duration, s 6.9 54.9 4.8 52.8 14.3 15.0 o .. W C hiyg4 i�r�r10"" �( Y�l°���� 3.0 4401 � X4.0 3,0 3;�� '�0 Max Allow Headway (MAH),s 3.1 3.0 3.1 3.0 3.°1 3.2 7' tC.2 Queue Gloararti e p lr�ri�(fir s),,s � "�� ,w. ,,. I Green Extension Time (9 e},s 0.0 2.G 0.0 4.7 0.1 0.5 Phase gull" 'rrka (all„qty 0,92 1,t):0 OJP,O 1.t�`,0, ,044 1.00 Max Out Probability 1.00 0.66 0.83 0.03 0.00 0.01 imKoffiffma INN � E¢3; S Approach Movement L � R I.. T R L 1m. R Assign°politlov :'1,i' 0 5 2 12 1 6, 1,6 3 8 t6 7 4 14 .. Adjusted Flow Rate ( v),veh/h 101 1035 36 739 34 79 164 163 Adjusted Satgr,,ptlon l�tpv Kato( s),v shili,�In f810 1 80, 1 10 1°086" 1810 1n X81 1;810 1686 Queue Service Time(g s),s 2,2 46.2 0.8 25.9 1.5 3.6 7.7 8.2 Cyr,9e tmpp,C h ar .n 6 Time(g c), 2.2 4672 a9 t.5' , .6 7.7 X3.2 Green Ratio(g1C)1 0.60 0.57 0.57 0.55 0.13 0.13 0.13 0.13 348 1'PJ80 X3`4 ° 35 29 2a X44 Cala'acity,( �: €tli(la �'" � = a Volurrae-to rapacity Ratio (X) 0.300 0.959 0.269 0.714 0.147.T .6 a „ a �., , 0.351 0.672 0.717 mm , . B�rcl� rfdp0u °( )i;i1?Irl (50:th,faerg6dtilo} 18. 662, 7 „ ` 0.1 153,181`9 84,4 8i,q Back of Queue (`Q),veh/In (50 th percentile.) 0.8 122.1 0.4 10.2 0.0 1.8 3,4 � 14 Queue; tong f alit/(: 0)(,$0 tli;•p 'rc ntlt�) 0 60 , 0,00 0,00 '0,0 00"; 000,A0, Uniform D? tl (d i ),s/veh 12.1 LL8.0 21.2 14.9 34.5 35.5 36.6 36.8 Itic erta l�tal+C cI.4y ( a,)x. lvt tt Qp 2 f;1e fi�4, 1.5 (�,1 � 1, 1. Initial Queue Delay(d 3),s/veh 0.0 0.0 5.0 t).0 0.0 0 0 0 0 0.0 l3 0,64106( 12;3`( ),^�B;yO� 12 3 4 7 8 °`;3J8-, 7 ��6 4 4 Level of Service(LOS) B C C B C D D . D 1t.0 35 ?Apfrpaa t, Idy,s/vdl LOS Cy1 Intersection Delay,s/veh/LOS 28.3 . C Pedestrian LOS Score/LOS 2.2 B 2.2 B 2.3 B 2.3 B L3ic� 1 I�OS' olo/LOS 2.4. 13 , 1".8 0 7" A 1 t3. A Copyright©2016 University of Florida,All Rights Reserved. HCS 2010 TM Streets Version 6.80 Generated:8/31/2016 2:30:46 PM Intersection Movement Counts August 2016 NP:360M-Sports Recreation,Mattituck File:Admin/Reports/TIS.doc e �4 v t 7t 4 FILE NAME: TRAFFIC VOLUME SUMMARY INTERSECTION : 7.7,7777,1 TIME PERIOD: EXISTING YEAR: HORIZON YEAR: a; DONE BY: ,x: .. APPROACH ALT X CLEARS INPUT VALUES 7 f EXISTING 13 14 15 68 8 47 45 511 10 6 489 15 2.40 OTHER DEVELOPMENTS 1) 0 0 0 0 0' 0 0 0 0 0 0 0 2) 0 0 0 0 0 0 0 0 0 0 0 0 3) 0 0 0 0 0 0 0 0 0 0 0 0 4) 0 01 0 0 0 0 0 0 0 0 0 0 SUBTOTAL 0 0 0 0 0 0 0 0 0 0 0 0 777 7m SITE TRAFFIC 2 0 0 0 0 8 6 28 1 0 45 0 a � � Q Q - z i 0V4 s T" m O O CD N W Ga a: F- Z a pp O O y J f CL 12 >W Z O I— � U uj U 0 z ujLM af r �' r- � ►- o Q F cn 0 0 DUNN ENGINEERING ASSOCIATES Site Code PAGE: 1 N-S Street: Factory Ave/ Sigsbee FILE: None E-W Street: Main Road DAY OF WK Thursday Movements by: Primary DATE: 8/11/16 ---- --------- -------- - Time From North From East From South From West vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total 7:00 AM 11 0 5 1 102 1 1 1 1 0 104 7 234 7:15 12 1 9 It 122 2 2 2 1 1 125 9 287 7:30 17 0 6 1 118 2 1 3 2 1. 143 12 306 7:45 17 1 10 1 126 4 3 2 1 2 118 14 299 HR TOTAL 57 2 30 4 468 9 7 8 5 4 490 42 1126 BtOO AM 16 1 12 2 131 2 4 2 2 4 137 10 323 8:15 18 2 8 4 119 1 3 4 4 2 123 9 297 8:30 15 3 12 3 124 2 2 5 3 3 134 15 321 8:45 19 2 15 6 115 1 6 3 4 1 117 11 300 HR TOTAL 68 8 47 15 489 6 15 14 13 10 511 45 1241 DAY TOTAL 125 10 77 19 957 15 22 22 16 14 1001 87 2367 PEAK PERIOD ANALYSIS FOR THE PERIOD. 7:00 AM - 9:00 AM DIRECTION START PEAK BR ........ VOLUMES - - - .. .. PERCENTS FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru. Left ------------- North 8:00 AM 0.85 68 8 47 123 55 7 38 East 7:45 AM 0.96 10 Soo 9 519 2 96 2 South 8:00 AM 0.81 15 14 13 42 36 33 31 West 7:15 AM 0.92 8 523 45 576 1 91 8 Entire Intersection North 8:00 AM 0.85 68 8 47 123 55 7 38 East 0.94 15 489 6 510 3 96 1 South 0.81 is 14 13 42 36 33 31 West 0.93 10 511 45 566 2 90 8 DUNN ENGINEERING ASSOCIATES Site Code : PAGE: 1 N-S Street: Factory Ave/ Sigabee FILE: None E-W Street: Main Road DAY OF WK Thursday Movements by: Primary DATE: 8/11/16 --------- -- .------------ PEAK PERIOD ANALYSIS FOR THE PERIOD: 8:00 AM 9:00 AM DIRECTION START PEAK HR .--. VOLUMES 111 —.— .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left -------- ---- ------------ -------- North 8:00 AM 0.B5 68 8 47 123 55 7 38 East 8:00 AM 0.94 15 489 6 510 3 96 1 South 8:00 AM 0.81 15 14 13 42 36 33 31 West 8:00 AM 0.93 10 511 45 566 2 90 8 Entire Intersection North 8:00 AM 0.85 68 a 47 123 55 7 38 East 0.94 is 489 6 sio 3 96 1 South 0.81 15 14 13 42 36 33 31 West 0.93 10 511 45 566 2 90 a Factory Ave/ Sigsbee N 'Ve S 4 68 8 47 7' . L123 F 15 70 Main Road 510 489 45 6 511 566 Main Road , 57' 10 4 2 ................ 13 14 15 24 N pFactory 'Ave/ Sigsbee �A*7� 1""0.;A ,I' �.'WCr ' y� irs EIS FILE NAME; TRAFFIC VOLUME SUMMARY INTERSECTION : TIME PERIOD: P .. EXISTING YEAR: l ., HORIZON YEAR: ; DONE BY: �.. . .,.... .. . APPROACH ALT X CLEARS INPUT VALUES M tX ,w � yr' r EXISTING 20 32 19I 69 27 100 80 611 34 13 571 25 y f h Xt 2.40 „ .. OTHER DEVELOPMENTS 1) 0 0 01 0 0 0 0 0 0 0 0' 0 2) O 0 0 0 0 0 0 0 0 0 0 0 3) 0 0 0 0 0 0 0 0 0 0 0 0' 4) 0 0 0 0 0 0 0 0 0 0 0 0 SUBTal•AL 0 0 0 0 0 0 0 0 0 0 0 0 SITE TRAFFIC 4 0 ol 0 0 18 11 56 3 0 97 0 I xX RAS SRI" fT: 0 � ) P � f w 0 h yyy* ,p. Ru.,p. �• ¢hp � �4r { " l 1 CD z o = _ r _ Z ' N Z T 13- LLIz ,rl \ ba co o ' . o -T—i s U 1 O W � . W F- 7 ww w� r O d d � Q CL 0 0 �-- tiN rj " r► O � � U DUNN ENGINEERING ASSOCIATES Site Code PACE: I N-S Street: Factory Ave/ Sigsbee FILE: None E-W Street: Main,Road DAY OF WK Tuesday movements by: Primary DATE! 8/09/16 ---------------- Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ------------- ------ -------------------1.1.11 — . -11, 4:00 PM 25 15 16 9 130 5 2 10 7 11 132 20 382 4:15 32 7 9 7 166 2 8 4 5 7 144 20 411 4:30 21 a 18 6 147 4 4 14 a 9 184 21 444 4:45 21 9 17 7 123 3 4 5 4 5 146 17 361 HR TOTAL 99 39 60 29 566 14 18 33 24 32 606 78 1598 5:00 PM 26 3 25 5 135 4 3 9 3 13 137 22 385 5:15 23 6 20 5 141 5 3 5 8 9 145 23 393 5:30 19 7 a 2 127 2 1 9 6 4 147 16 348 5:45 22 3 21 5 102 4 3 7 3 7 144 22 343 HR TOTAL 90 19 74 17 SOS 15 10 30 20 33 573 83 1469 ............ ----------------- DAY TOTAL 189 58 134 46 1071 29 28 63 44 65 1179 161 3067 PEAK PERIOD ANALYSIS FOR THE PERIOD: 400 PM - 6:00 PM DIRECTION START PEAK HR ........ VOLUMES . .. .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left -- ---------- -------- North 4:00 PM 0.88 99 39 60 198 so 20 30 East 4:00 PM 0.87 29 566 14 609 5 93 2 South 4:00 PM 0.72 18 33 24 75 24 44 32 West 4:30 PM 0.85 36 612 83 731 5 84 11 Entire intersection North 4:15 PM 0.91 100 27 69 196 51 14 35 East 0.87 25 571 13 609 4 94 2 South 0.68 19 32 20 71 27 45 28 West 0.85 34 611 80 725 5 84 11 DUNN ENGINEERING ASSOCIATES Site Code : PAGE: I N-S Street: Factory Ave/ Sigsbee FILE: None E-W Street: Main Road DAY OF WK Tuesday Movements by: Primary DATE: 8/09/16 ------------- ----------- - PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:15 PM - 5:15 PM DIRECTION START PEAK HR ........ VOLUMES .. . .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left --1-1111—--------------- -----------— I North 4:15 PM 0.91 100 27 69 196 51 14 35 East 4:15 PM 0.87 25 571 13 609 4 94 2 South 4.15 PM 0.68 19 32 20 71 27 45 28 West 4.15 PM 0.85 34 611 80 725 5 84 11 Entire Intersection North 4:15 PM 0.91 100 27 69 196 51 14 35 East 0.87 25 571 13 609 4 94 2 South 0.68 19 32 20 71 27 45 28 West 0.85 34 611 80 725 5 84 11 Factory Ave/ Sigsbee N W--[—E S 137 100 27 69 691 196 25 MainRoad609 571 L80 13 611 725 Main Road 699ur 34 710 20 32 19 Factory Ave/ Sigsbee w PROW 1NE FUN FILE NAME: RA '� TRAFFIC VOLUME SUMMARY INTERSECTION : TIME PERIOD: EXISTING YEAR: I ' HORIZON YEAR: DONE BY: APPROACH ALT X CLEARS INPUT VALUES Cw .. .„,... EXISTING 26 45 26 147 43 88 77 807 33 32 551 28 X, IE 4 fi4 �4 ;.. _.. 2.40 OTHER DEVELOPMENTS 1) 0 0 0 0 0 0 0 0 1 0 00 0 2) 0 0 0 0 0 0 0 0 0 0 0' 0 3) 0 0 0 0 0 0 0 0 0 0 0 0 4) 0 0 0 0 0 0 0 0 0 0 0 0 'SUBTOTAL 0 0 0 0 0 0 0 0 0 0 0 0 PNd)d 4a1 '6+, �J k 1 1'k F 'v M"xi F �.� E 'k•"'”' yyyy yk lyyy F y r i NN z SITE TRAFFIC 4 0 0 0 0 16 17 88 4' 0 87 0 hti G N aUa LI 0 W .•_ l Z ~ T Z I�I4(— Z LU 2 tt Z... rj 3 41 p W !t1 �. F- Z a v N N ri r LC) ty N �9Ln O —I Ile N e � J o w J J jo 0 cis z w N rJ mui co U) DUNN ENGINEERING ASSOCIATES Site Code : PAGE: I N-S Street! Factory Ave/ Sigsbee FILE: None E-W Street: Main Road DAY OF WK Saturday Movements by: Primary DATE: 8/13/16 Time From North From East From South From West Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ------------------------------------- ------- 11:00 AM 12 6 23 4 108 4 4 6 2 5 135 11 320 11:15 10 8 20 6 115 8 a 10 3 9 141 15 353 11:30 11 9 26 7 113 13 11 15 4 1 146 19 381 11:45 21 14 20 7 127 9 5 7 7 7 198 19 441 HR TOTAL 54 37 89 24 463 34 28 38 16 28 620 64 1495 12:00 PM 18 10 31 9 128 6 8 11 10 11 174 19 435 12:15 14 13 27 5 142 6 5 7 8 9 210 17 463 12:30 24 10 41 9 142 a 7 22 7 12 189 22 493 12:45 27 11 47 5 139 11 8 6 6 4 215 18 497 PH TOTAL 83 44 146 28 551 31 28 46 31 36 788 76 1868 1:00 PM 23 9 32 9 128 7 6 10 5 8 193 20 450 1:15 22 a 25 a 127 4 4 9 4 7 165 17 400 1:30 19 15 21 5 121 3 5 4 2 3 171 10 379 1:45 22 5 20 4 110 7 7 2 3 4 124 13 321 HR TOTAL 86 37 98 26 486 21 22 25 14 22 653 60 1550 --------------------------------------------------------------------------------- ------ 11 ----------- DAY TOTAL 223 118 333 78 1500 86 78 109 61 86 2061 200 4933 PEAK PERIOD ANALYSIS FOR THE PERIOD: 11:00 AM - 2:00 PM DIRECTION START PEAK HR ........ VOLUMES — PERCENTS .. . FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left --------------- North 12:30 PM 0.82 96 38 145 279 34 14 52 East 12:15 PM 0.96 28 551 32 611 5 90 5 South 12:00 PM 0.73 28 46 31 105 27 44 30 West 12:15 PM 0.97 33 807 77 917 4 88 8 Entire Intersection North 12215 PM 0.82 88 43 147 278 32 is 53 East 0.96 28 551 32 611 5 90 5 South 0.67 26 45 26 97 27 46 27 West 0.97 33 807 77 917 4 88 8 DUNN ENGINEERING ASSOCIATES Site Code : PAGE: 1 N-S Street: Factory Ave/ Sigsbee FILE: None E-W Street: Main Road DAY OF WK Saturday Movements by: Primary DATE: 8/13/16 ------------------------- - PEAK PERIOD ANALYSIS FOR THE PERIOD: 12:15 PM 1:15 PM DIRECTION START PEAK HR ........ VOLUMES ..... ... .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru. Left Total Right Thiu Left North 12:15 PM 0.82 88 43 147 278 32 15 53 East 12:15 PM 0.96 28 551 32 611 5 90 5 South 12:15 PM 0.67 26 45 26 97 27 46 27 West 12:15 PM 0.97 33 807 77 917 4 88 8 Entire Intersection North 12:15 PM 0.82 88 43 147 278 32 15 53 East 0.96 28 551 32 611 5 90 5 South 0.67 26 45 26 97 27 46 27 West 0.97 33 807 77 917 4 as 8 Factory Ave/ Sigsbee N W--[—E S 150 88 43 147 1 F 278 28 665 - rMain Road 611 551 77 L 32 807 917 Main Road 98 33 97 26 45 26 108 Factory 'Ave/ Sigsbee f-,"NEWYORK Department of A114D1R111:..:.W i m CU011M0 01PIPORTUMTY.. Transportation "Y°"'IU°IHEW J IDIRII ,JI, �w.. OIBy ,,, orn I I ssi ,dV OK.';�r JOSEPH T.BROWN,RIE. Regional i.:)iirector September 13, 2016 off. ������ �SMT 0� Mr. Christopher F. Dwyer iown� L.K. McLean Associates, P.C. rfingBoard 437 South Country Road Brookhaven, NY 11719 Your Au ust 11 2016 Submission Sports East Recreation Club NY 25, Mattituck SCTM # 1000-12200-0700-009000 Our Case No. 55422 Dear Mr. Dwyer: This is in regard to the previously approved site plans for the referenced project. The subject Highway Work Permit has expired and is no longer valid. Prior to an approval of any site work within the NY 25 Right of Way (ROW) and issuance of a NYSDOT Highway Work Permit, the following items shall be addressed: 1. If cross access is not presently possible, we recommend that it should be shown on the plans for implementation as part of future redevelopment. 2. Not all plan sheets agree. Plan sheets shall agree amongst each other and relevant information shall be indicated on the appropriate sheet or multiple sheets as appropriate. 3. The curb cuts should be constructed with a smooth radius in accordance with our Driveway Policy Manual, sharp corners of curb cut are prone to damage specially in snow removal operations. 4. Sheet C4 indicates "utility pole to remain" on the west corner of the west curb cut. The pole is not labeled on Sheet C5 but is shown in the curb line. Relocate the utility pole to the west of the curb cut. 5. A "Welcome to Mattituck" sign is shown on Sheet C10 but not on Sheet C5. Sheet C4 indicates "Existing sign to be removed." The Welcome to Mattituck" sign is shown in the curb ramp. Indicate where the sign will be relocated to. 250 V�(y„-m is 'Vlen of W I r hevay , Suite 6A I I falupp ,uge, I4 Y 11 88 Vrwvv dot n g v Mr. Christopher F. Dwyer September 13, 2016 Page 2 of 3 6. NY 25 is a bicycle route. The Work Zone Traffic Control plan does not include provisions for bicyclists or pedestrians. "Share the Road" signage has been replaced with a W11-1 and a NYW5-32P "In Lane" sign combination. See TSMI (Traffic Safety & Mobility Instruction) 13-07 for additional information. Upgrade the sign assembly on the east side of the site with the "In Lane" panel. 7. Relocate the "Speed Limit 30" sign further west such that is not too close to or blocked by the "No Stopping Any Time" sign. All Sign locations shall be in compliance with the MUTCD upon completion of the project. 8. Crosswalks are usually not provided at curb cuts. Remove the cross walks from the plans. 9. "Stop" bars and "Stop" signs shall be located four (4) feet' from the unmarked crosswalk location in accordance with the MUTCD. Label yellow barrier line. 10.All drainage should be retained on site and the highway shall not drain to the commercial site. It appears that the grade break for the west curb cut is located at least 50' south of the ROW line and the drainage structure to capture the run off is located in the ROW in the crosswalk. Drainage grates shall not be located in crosswalks. Relocate the drainage structure on private property to retain run off on site. It appears that the east curb cut will allow water to drain onto the site through the curb cut. Indicate the grade break locations on Sheet C10 and on Sheet C5. 11.Provide Type 1 curb ramps at all curb cuts. Shift the location of the sidewalk connecting to the interior of the site further to the east where it connects with the public sidewalk along NY 25. The two sidewalks should connect at the upper landing or turning space at the top of the east curb ramp rather than along the curb line of the drive. This will simplify construction, reduce costs and provide better pedestrian facility design. 12.Label the curb ramp on the plans in accordance with NYS DOT Standards. At the curb cuts consider a NYS DOT Type 1 curb ramp, detectable warning option 2 if the distance from the grade break to the back of curb will be less than five (5) feet. Flares on the side of the ramp may be either option A or B. Label the ramp back treatments for the Type 10B ramps as option A, Graded Earth. 13.Details that will not be used at this location should be removed from the plans or marked with an "X" and "NIC" or "Not in Contract." 14.Sheet C15 has an arrow leading to the ROW line but there is no associated text.. 15. ESAL calculations are required for all "superpave" asphalt pavements. If help is required for the calculations, please contact Mr. Joseph Sutera from our Pavement Management Group at 631-952-6128 or joseph.suteraa(�dot.ny.gov. Please reference the permit case number. Mr. Christopher F. Dwyer September 13, 2016 Page 3 of 3 16.On NYSDOT Details 1, DOT full depth pavement Detail: a. Correct asphalt items — Top course- 402.098103; Binder course — 402.198903; Base course —402.378903 b. Remove all asphalt plant production quality items. c. Include the attached PG Binder Special Note with the notes. d. Pavement items are not current. e. Do not include concrete strength (i.e. 4000 psi) in curb/sidewalk details. Please submit one (1) paper copy of the revised plans and one (1) paper copy of a response letter along with one (1) electronic copy of each of the previously noted items in PDF format on a CD. The plan sheets should be provided as a PDF complete file. The response letter shall state how the above comments are addressed item by item. Review of the subject project is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Kindly refer to the subject case number and county tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours,w SHAIK A. SAAD Permit Section Manager Traffic Safety and Mobility Group Attachment: PG Binder Special Note cc: Mr. Vincent M. Orlando, Superintendent of Highways, Town of Southold Mr. Donald Wilcenski, Planning Board Chairperson, Town of Southold SAS:MDW:rq BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �� " S � `TM 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) ��..9 ,... Kenneth Schneider " �"" Southold'NY 11971 oo http://southoldtown.northfork.net ZONING BOARD OF APPEALS MT���- St"", TOWN OF SOUTHOLD Ra ��aa mTown Tel.(631) 765-1809 •Fax (631)765-9064pjjar'u jinq Board August 30, 2016 Charles R. Cuddy Attorney at Law P.O. Box 1547 Riverhead,NY 11901 RE: Sports East Fitness Club,9300 Route 25,Mattituck,NY Dear Mik Cuddy: I am in receipt of your letter dated August 15, 2016 requesting that the Zoning Board of Appeals hold a public hearing to interpret Town Code sections 280-13B and 280-4, in relation to the above referenced application for a Special Exception Permit for an annual membership club. Your client does not having standing before the Board to make this request, since no disapproval from the Building Department has been issued,which is required for the Board to take such action. However,the Planning Board, as a town agency,may make such a request as of right which, as you know they did on May 31, 2016. Yesterday I requested and received written confirmation that, despite the withdrawal by your client of his site plan application, the Planning Board's request is still active. Therefore, our office has scheduled a public hearing for October 6, 2016 at 1:00 P.M. Please feel free to contact us with any questions you may have. Sit) , ely. Ours, Leslie Kanes Weisman, Chairperson cc: Donald Wilcenski, Planning Board Chairman Heather Lanza,Director of Planning William Duly;Town Attorney Kim Fuentes, ZBA Assistant/Secretary du,xzMAILING ADDRESS: PLANNING BOARD MEMBERS F SO P.O. Box 1179 DONALD J.WILCENSKI � '' �, Southold, NY 11971 w, Chair OFFICE LOCATION: WILL J.CEES Town Hall Annex PIERCE FFERTY x 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) RTIN H.SIDOR " CQUN��� Southold, NY Telephone: 631 765-1938 www.s outh oldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, ZBA Chairperson Members of the Zoning Board of Appeals From: Heather Lanza, Town Planning Director 01� Date: August 25, 2016 Re: Sports East Fitness Club Located at 9300 Route 25, ±141' s/w/o Sigsbee Road & NYS Route 25, Mattituck. SCTM#1000-122-7-9 As requested, please let this memorandum serve to reaffirm that although the site plan application was withdrawn on July 11, the Planning Board continues to request a code interpretation of Section 280-13 relating to the proposed application referenced above, and the Special Exception use of"annual membership club." Please refer to the Planning Board's memo of May 31, 2016 for the details of this request. Please call with any questions. Thank you. 1645 Meadow Beach Lane Mattituck,NY 11952 (631-298-1823 julieaniper aopto.nl.ine.n.et July 12, 2016 Donald Wilcenski, Chairman, Pierce Rafferty, William Creamers, James Rich, and Martin Sidor Southold Planning Board 54375 Main Road Fnn -IEPJrf,, � P. O. Box 1179 Southold, NY 11971 �Q4 p9. ) '.'iu 016 aoGIh:: Id�Town Planning Board Dear Mr. Wilcenski and members of the Southold Planning Board: I am writing to thank you for the supporting the Planning Department staff s recommendation that a positive declaration under SEQRA be issued, requiring an EIS for the Sports East project in Mattituck. I feel strongly that it is better to incur criticism from the developer and members of the public supporting the project than to deal with potential disasters (traffic, water, or other environmental issues) down the road. Clearly, should such problems develop, you would be held responsible for not having anticipated them during the planning process. You did your job with courage and wisdom. I commend you. Sincerely, o Julie Amper Southold Town Planning Board Work Session - July 11 2016 --Page 3 Project t Name: ! Sports East Fitness Club SCTM# 1000-122-7-9 Location: ; 9300 Route 25, ±141's/w/o Sigsbee Road & NYS Route 25, Mattituck Description: This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the ®.. R-80 Zoning District. Status: Action ........... Review raSEQR Determination. Attachments Draft SEQR Determination Discussion: Draft Planning Board Monthly Report for June 2016 BOARD MEMBERS Southold Town Hall µ Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 �"�� ��w� �� xd Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer a f ` Ja' Town Annex/First Floor,Capital One Bank g g 54375 Main Road(at Youngs Avenue) Fr Geor e Homin Kenneth Schneiders ° �"' Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631)765-9064 4 �^ pC3 � ���nT �, MEMORANDUM � .mm ,., IM.. J+,.i i 1 '7 20 ui- To: Donald J. Wilcenski, Chairman Members of the Planning Board From: Leslie Weisman ZBA Cliatrp ers'n 1 4, A Date: June , 2016 RE: Sports East Fitness Club located at 9300 Route 25,NYS Route 25, Mattituck SCTM No. 1000-122-7-9 The Zoning Board of Appeals is in receipt of your memo dated May 31, 2016, in which you express concerns about whether the proposed use in the above referenced application is permitted as a Special Exception on the subject parcel, as applied for. In order to make that determination,the ZBA will need a memorandum from the Planning Board specifically requesting a Code Interpretation of Section 280-13 relating to the above referenced proposed "annual membership club." Once received, the ZBA will incorporate into an application file the full contents of your written memorandum of May 31, 2016, and schedule the required public hearing for the next available ZBA Regular Meeting agenda. Please call if you have any questions. Thank you. xMAILING ADDRESS: PLANNING BOARD MEMBERS1V SO P.O. Box 1179 �' DONALD J.WILCENSKI Southold, NY 11971 Q Chair OFFICELOCATION: WILLIAM J.CEERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III + `' (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR 100014 �� �, Southold, NY Telephone: 631 765-1938 www.southoldtow-rmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, ZBA Chairperson Members of the Zoning Board of Appeals From: Donald J. Wilcenski, Chairman Members of the Planning Board Date: June 17, 2016 Re: Sports East Fitness Club Located at 9300 Route 25, ±141' s/w/o Sigsbee Road & NYS Route 25, Mattituck. SCTM#1000-122-7-9 The Planning Board hereby requests a code interpretation of Section 280-13 relating to the proposed application referenced above, and the Special Exception use of"annual membership club." Please refer to the Planning Board's memo of May 31, 2016 for the details of this request. Please call with any questions. Thank you. WILLIAM McQUAID DUFFY ,d,r x� �x r' i SCOTT A.RUSSELL TOWN ATTORNEY,! SO Supervisor bill.duffy@town.southold.ny.us ��"� 4 STEPHEN F.KIELY Town Hall Annex, 54375 Route 25 ASSISTANT TOWN ATTORNEY P.O. Box �' � �` � Southold,New Yorkk 11 11971-0959 stephen.kiely@town.southold.ny.us t, " r� COUN � , Telephone (631) 765-1939 + Facsimile(631) 765-6639 Vvly� _ OFFICE OF THE TOWN ATTORNEY TOWN OF SOUTHOLDra (u June 17, 2016 ,, Charles Cuddy, Esq. E.—.---,44 Griffin Avenue umv,fln om'd g ���uuuuiru ���u°� Riverhead, New York 11901 - m Re: Sports East Fitness Club Dear Mr. Cuddy, This letter is written in response to your letter dated June 1, 2016, as well as in response to comments attributed to your client in recent news articles regarding the Sports East Fitness Club application currently pending before the Planning Board and Zoning Board of Appeals ("ZBA"). The Planning Board takes great exception to the accusatory tone of your letter. The Board's memorandum to the ZBA was factual, and the purpose specific and clear. The only purpose of the memorandum was to seek a determination from the ZBA on the important issue of whether the uses as proposed are permitted in the zoning district where the property is located. Your accusations that the memorandum was designed to influence another board and/or undermines your client's application before the ZBA are baseless and without merit. At the Planning Board's public hearing the applicant made a presentation, and comment was received from the public. Several members of the public questioned the overall use as being commercial, as well as a more specific use of the site for childcare. The statement in your letter that"no day care is offered" is in direct conflict with the statements of your own client. At the public hearing the applicant specifically identified childcare, for members, as a use that would occur on the site. In addition to daycare, the Planning Board has identified the following as proposed uses for the site from the application materials and statements from the applicant: indoor and outdoor soccer fields and tennis courts, classrooms for yoga and spinning classes, a rock wall, batting cages, a basketball court, a pool, locker rooms, a caf6, and childcare. The Planning Board's request of the ZBA is for a determination, pursuant to section 280- 146 (D) (1) of the Town Code, as to whether the uses as proposed at this site, meet the definition of a"Membership Club" as defined by the Town Code, or whether the proposed uses fall under another definition such as a"Recreational Facility" or a"Commercial Recreational Facility". Charles Cuddy, Esq, June 17, 2016 The distinction is an important one because while a Membership Club is allowed by a Special Exception in the zoning district where the property is located, a Recreational Facility and a Commercial Recreational Facility are not allowed. Despite claims to the contrary, this request for a determination from the ZBA is being made early on in the review process. hmnediately after the Planning Board held its public hearing on the Sports East Application, the Board reviewed the application, the presentation by the applicant and comments from the public. This review, as well the members' years of experience on the Planning Board raised questions as to whether the uses as proposed fit with in the definition of a Membership Club. As I am sure you are well aware, the Planning Board does not have the authority to make a detennination as to whether a proposed use fits within a particular definition or is allowed in a particular zoning district, only the ZBA does. Therefore, I recommended that the Planning Board ask the ZBA to rule on whether the uses are allowed. This request was made, in part, out of concern for the applicant. The Planning Board did not want to see the applicant spend time and money going through the entire environmental review process as well as the entire Special Exception process, without having the question of whether the proposed uses are allowed answered. The representatives of Sports East have made several statements claiming reliance on a memorandum from the Chairman of the Planning Board to the Chairperson of the ZBA. This memorandum clearly states that the Planning Board had only received a partial site plan at that time and the comments the Planning Board was providing to the ZBA were preliminary. Sports East has incorrectly claimed that the Planning Board stated that the use was allowed under the Town Code. The Planning Board never made that determination. As stated above, it is without authority to make such a determination. Rather, the memorandum simply recites that the Building Department stated the use was allowed. It should be noted that the Building Department's determination was based on a conceptual site plan that only showed some outdoor athletic fields and an open building. This is the normal process—a conceptual plan is submitted to the Building Department, followed by more detailed plans and public hearings so that the Board(s) involved in reviewing the application(s) can gather all relevant information. As stated in the initial comments from the Planning Board to the ZBA, the project as proposed is a large project for the Town. In fact the proposed building would be one of the largest buildings in the Town. In addition, it is being proposed for an area of the Town that is already densely developed. There are potential adverse impacts relating to the development and operation of the site that must be examined to protect the health, safety and welfare of the residents and neighbors. Charles Cuddy, Esq. June 17, 2016 The Planning Board intends to continue their review under the State Environmental Quality Review Act, unless you request, in writing, that we wait until the decision is made by the ZBA on whether the uses, as proposed, are allowed in the zoning district where the property is located. Very truly yours, / Wim—--� William Duf� Y /)-- Town Attorney cc: Planning Board Zoning Board of Appeals Paul Pawlowski 1 r Michaelis, Jessica From: Lanza, Heather a ;- w? ` Sent: Friday, June 03, 2016 10:20 AM To: Michaelis, Jessica Subject: FW: Sports East -SC Planning Commission report l��C �� �: i'I�°°" imM Attachments: D00060316-001.pdf ..,, - a�u4id�wi�'i 77, nri For the mail please. Thank you. From: Paul Pawlowski [mailto:pawlowskibiz@gmail.com] Sent: Friday,June 03, 201610:18 AM To: Lanza, Heather<heather..lanza@town.southold.n ..us>; Chris Dwyer<cdwyer@lkma.com>;joe<'oeslo@msn.com>; Cummings, Brian A. <brian.cummin�s@town.southold.ny.us>; don@briarclifflandscape.com; CharlesCuddv@optonline.net.; Sakarellos, Elizabeth <elizabeth.sakarellos@town.southold.ny.us>; Fuentes, Kim <kimf southoldtownny.goy>; Cantrell, Elizabeth <elizabethc@town.southold.nv.us> Subject: Fwd: Sports East-SC Planning Commission report Please see attached Please review staff analysis by the commission Also note we have stated and shown we are willing to do all the recommendation that noted., Sent from my Whone Begin forwarded message: From: "Charles Cuddy" <CharlesCuddv@Optonline.Net> Date:June 3, 2016 at 9:37:24 AM EDT To: "'paul pawlowski"' <pawlowskibiz@gmail.com> Subject:Sports East-SC Planning Commission report Reply-To:<CharlesCuddy@Optonline.Net> Paul: Attached is a staff report from the Suffolk County Planning Commission recommending approval.The report was adopted and approved at June 1 meeting. Charles R. Cuddy Attorney at Law 445 Griffing Avenue Riverhead, New York 11901 631-369-8200 631-369-9080 fax charlescuddy@optonline.net COUNTY OF SUFFOLK Z-4 d Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Joanne Minicri Division of Planning Deputy County Executive and Commissioner and Environment STAFF REPORT SECTIONS A14-14 THRU A14-24 OF THE SUFFOLK COUNTY ADMINISTRATIVE CODE Applicant: Sports East Fitness Club Municipality. Southold Location: South side of Main Road NYS Rte. 25)--141 'west of Sigbee Rd. Received: 4/28/2016 File Number: SD-16-01 T.P.I.N.: 1000 12200 0700 009000 Jurisdiction: Adjacent to NYS Rte.25 ZONING DATA ■ Zoning Classification: R-80 • Minimum Lot Area: 80,000.Sq.Ft. ■ Section 278: N/A • Obtained Variance: N/A SUPPLEMENTARY INFORMATION ■ Within Agricultural District: No ■ Shoreline Resource/Hazard Consideration: No ■ Received Health Services Approval: No ■ Property Considered for Affordable Housing Criteria: No • Property has Historical/Archaeological Significance: No • Property Previously Subdivided: No ■ Property Previously Reviewed by Planning Commission: No • Minority or Economic Distressed No SITE DESCRIPTION ■ Present Land Use: vacant ■ Existing Structures: none ■ General Character of Site: level • Range of Elevation within Site: 20-30'amsl ■ Cover: wooded,some clearing • Soil Types: Plymouth series Suffolk County Planning Commission June 1,2016 • Range of Slopes(Soils Map): 0-8% • Waterbodies or Wetlands: none NATURE OF SUBDIVISION/NATURE OF MUNICIPAL ZONING REQUEST • Type: commmercial recreation site plan • Layout: standard • Area of Tract: 20.82Acres ■ Yield Map: o No.of Lots: 1 ACCESS • Roads: Main Road(NYS Rte.25) ■ Driveways: private on site ENVIRONMENTAL INFORMATION ■ Stormwater Drainage o Design of System: CB/LP o Recharge Basins no • Groundwater Management Zone: IV • Water Supply: public ■ Sanitary Sewers: alternative low profile leaching galleys PROPOSAL DETAILS OVERVIEW—Applicants seek site plan approval from the Southold Town Planning Board for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5)tennis courts,an 82,500 SF building to include a pool,basketball court,soccerfield and space for physical fitness activities. The proposal also includes approximately 12.86 acres of open space area. The 20.8 acres subject property is located on the South side of Main Road (NYS Rte. 25) approximately 141 'west of Sigbee Rd.in the hamlet of Laurel. The subject property is zoned R-80 (Residential; minimum lot size 80,000SF). The proposal conforms to the Town of Southold's R-80 district's set back requirements,lot coverage,open space, and maximum height requirements. The site plan application also provides 240 parking spaces which is in conformance with the Town of Southold's parking requirements. The subject property is currently a vacant wooded lot with some clearing to the central-southwest of the property. The proposed recreation club will be supplied potable water bythe Suffolk County Water Authority. Sanitary waste water is proposed to be collected on site by a subsurface sanitary system using alternative low profile leaching galleys in order to increase the distance between the leaching structure and the effective depth to the ground water table. The subsurface sanitary system is to be designed and built in accordance with SCDHS standards. All storm water drainage is proposed to be contained on site via a subsurface drainage system comprised of precast concrete catch basins,leaching pools and permeable areas(crushed stone). Prior to final site plan approval,a Storm Water Pollution Prevention Plan(SWPPP)will be approved by the Town. Suffolk County Planning Commission 2 June 1,2016 Vehicular access to the proposed recreation club is to be from one un-signalized ingress/stop controlled egress to NYS Rte.25 at the far southern end of the subject property and one right turn only(east bound)egress to NYS Rte. 25 at the north end of the subject property. The subject property is not located in a County regulated Pine Barrens zone or in a New York State Critical Environmental Area. The site encompasses no fresh water wetland areas.The development parcel is not located in a Special Ground Water Protection Area. The project site is located in Suffolk County Ground Water Management Zone IV. The subject property is located in an area mixed with residential,commercial,horse farming,and open space uses. STAFF ANALYSIS GENERAL MUNICIPAL LAW CONSIDERATIONS: New York State General Municipal Law, Section 239-1 provides for the Suffolk County Planning Commission to consider inter-community issues. Included are such issues as compatibility of land uses, community character, public convenience and maintaining a satisfactory community environment. The proposed development appears to be compatible with the existing land uses in the area. Immediately adjacent to the proposed developed is a mix of farmland uses (horses)and single family residential properties. The proposed recreation facility includes wooded buffers between it and neighbors to the east,south and west. Exterior lighting at the recreation facility is intended to be dark sky compliant. LOCAL COMPREHENSIVE PLAN RECOMMENDATIONS: The Town of Southold is currently working on its Comprehensive Plan Southold 2020. The Town's 2004 Comprehensive Waterfront Revitalization Plan does indicate"residential"for future use of the subject property. It is noted that tennis clubs,annual membership clubs,swimming pools and recreational buildings are permitted special exception uses in the R-80 zone. SUFFOLK COUNTY PLANNING COMMISSION GUIDELINE CONSIDERATIONS: The Suffolk County Planning Commissions has identified six general Critical County Wide Priorities that include: 1. Environmental Protection 2. Energy efficiency 3. Economic Development, Equity and Sustainability 4. Housing Diversity 5. Transportation and 6. Public Safety These policies are reflected in the Suffolk County Planning Commission Guidebook(unanimously adopted July 11,2012). Below are items for consideration regarding the above policies: As indicated previously,all wastewaterfrom the proposed Sports East Recreation Club project is to be accommodated by a subsurface sanitary system using alternative low profile leaching galleys in order to increase the distance between the leaching structure and the effective depth to the ground water table. Advanced wastewater treatment including the possibility of Innovative/altemative systems Is appropriate for this site and continued review and dialogue with the Suffolk County Department of Health Services is warranted. Suffolk County Planning Conunission 3 June 1,2016 Storm water runoff from the proposed project will be retained on-site and recharged via a drainage system designed to conform to all applicable Town requirements. This system will include a subsurface drainage system comprised of precast concrete catch basins, leaching pools and permeable areas(crushed stone).It is the belief of staff that opportunities exist on site to incorporate additional best management practices to the treatment of storm water runoff. The petitioners should be encouraged to review the Suffolk County Planning Commission publication Managing Stormwater-Natural Vegetation and Green Methodologies and incorporate into the proposal,where practical,design elements contained therein. Proposed clearing of the subject property of native woodland for the recreation facility is limited to approximately 38%of the subject site and is relatively close to the Commission clearing guideline for R-80 residentially zoned land (35%)for sensitive woodland habitat such as Pine Barrens. The subject site is not pine barren or any listed critical environmental habitat. It is the belief of the staff that with native vegetative landscaping the proposal is in accordance with best practices for greenfield development. Therewas not information in the referral materials indicating thatthe projectwill incorporate energy efficiency into the site design.The petitioners should be encouraged to review the Suffolk County Planning Commission Guidebook particularly with respect to energy efficiency and incorporate where practical,elements contained therein forthe residential and community center components of the development. The applicant has put forth in submitted materials that the Sports East Recreation Club will not result in a substantial increase to traffic above present levels or generate a substantial new demand for transportation facilities or services. The applicant indicates that a traffic impact study will be prepared to address any increase in traffic or congestion. The study once completed is to be submitted to the NYS DOT for review. Suffolk County Bus Transit route SC-92 runs along Main Road (NYS Route 25). The applicant should contact Suffolk County Transit to coordinate bus service to the proposed development. Little discussion is made in the petition to the Town and referred to the Commission on public safety and universal design. The applicant should review the Planning Commission guidelines particularly related to public safety and universal design and incorporate into the proposal,where practical, design elements contained therein. STAFF RECOMMENDATION Approval of the site plan for The Sports East Fitness Club with the following comments: 1. Advanced wastewater treatment including the possibility of innovative/alternative nitrogen reducing systems are appropriate for this proposed development and the petitioner should be directed to continue dialogue with the Suffolk County Department of Health Services regarding the use of innovative alternative wastewater treatment for the proposed development. 2. The applicant should be encouraged to review the Suffolk County Planning Commission publication on Managing Stormwater-Natural Vegetation and Green Methodologies and incorporate into the proposal,where practical,design elements contained therein. 3. The applicant should be encouraged to review the Suffolk County Planning Commission Guidebook particularly with respect to energy efficiency and incorporate where practical, applicable elements contained therein. Suffolk County Planning Commission 4 June 1,2016 4. A traffic impact study should be prepared to address any increase in traffic or congestion to NYS Rte.25.The study once completed should be submitted to the NYS DOT for review. 5. Suffolk County Bus Transit route SC-92 runs along Main Road (NYS Route 25). The applicant should contact Suffolk County Transit to coordinate bus service to the proposed development. 6. The applicant should review the Planning Commission guidelines particularly related to public safety and incorporate into the proposal,where practical,design elements contained therein. 7. The applicant should review the Planning Commission guidelines particularly related to universal design and incorporate into the proposal, where practical, design elements contained therein. Suffolk County Planning Commission $ June 1,2016 y r y 4 ,✓'�* EU^ "� Ili �' �"" d^ i ti er`'ho� g g, "r,w'�,u t ",v"r� ��" ✓ �"N, ±, �� i, i i^ ISI tl✓ n If,L � ��� � iMa n' C � i P Ji � ("��M .�w�n��l A6 , �W��rtiW {�w+�'�m��,N � � u�'If��fh41WL�r�,�t�kPl i,,, I>♦a ��t'G��r, i l k dA �r ff�r q r , p �r 7' FI rWP u�ryN ✓ SIV �� � � `����v�filef�q w�c�� � �Ms�O ri l� -f,/ �Rl r^"' �1 Suffolk County Planning Commission ( June 1,2016 'r 7! r; ii X r 7 ,�. 1 t m£Y qMV �C W Uzi 13 Y 4µi 4N m qu co 40 G 4 p �r yy 1Y NM .� ' n Suffolk County Planning Commission '] June 1,2016 06/01/2016 03:52 6313699080 CHARLES CUDDY PAGE 01/02 CHARLES R.CUDDY ATTORNEY AT LAW 2 2016 445 GRIFFING AVENUE RIVERHEAD,NY 11901G�il: �adT� on W'lannifi Bard O_a_rlescuddv@optopline.net Tel.(531)369-5200 Fax(631)369-9080 June 1,2016 Donald J.Wilcenski,Chairman Southold Town Planning Board PO Box 1179 Southold, NY 11971 Re: Sports East Fitness Club Located at 9300 Route 25, Mattituck SCTM#1000-122-7-9 Dar Mr.Wilcenski: I received a copy of your memorandum to the Zoning Board of Appeals dated May 31,2016. It is finely crafted and is innocent in form but damming in substance. It effectively is a brief in opposition to a widely acclaimed application. I attended the Planning Board hearing and read the minutes of the Zoning Board of Appeals hearing,and do not find the specific issues highlighted in the memorandum were raised by anyone. The memorandum is entirely negative. It relies on unsupportive speculation by a handful of opponents. It ignores the surrounding zoning,fails to note the commercial nature of the Main Road,overlooks the minimum site clearance and significant preserve area, and does not recognize the basis for denial by the Building Department. The Planning Board has before a site plan unchanged and a request for a$EQRA determination. whether that determination should be delegated to another Board is a serious question,but be that as it may,SEQRA should be determined and the special exception process should proceed. For the record and as stated by the applicant,this is an annual membership club;it is a use similar to other uses permitted by special exception in the 1380 zone; no day care is offered;no outside teams are to be allowed. It is difficult to believe this is a use different than other special exception uses, 06/01/2016 03:52 6313699080 CHARLES CUDDY PAGE 02/02 Donald J.Wilcenski,Chairman June 1,2015 Page 2 What caused this memorandum to bewritten is of great concern to the applicant. It undermines the application before the Zoning Board and whether acknowledged or not,it is a veiled attempt to influence another Board's proceedings and deliberation. This is most unlike the Southold Town Planning Board and cannot be justified. Very truly yours, Charles R.Cuddy CRC/pc cc; Leslie Weisman,ZBA Chairperson Members of the Zoning Board of Appeals ILIN SS: PLANNING BOARD MEMBERS 1p; P.O. Box 1179 HI � DONALD J.WILCENS � �+, " '������ Southold, NY 11971 Chair r OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR CA Southold, NY Telephone: 631 765-1938 www.southoldtow-rmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, ZBA Chairperson Members of the Zoning Board of Appeals From: Donald J. Wilcenski, Chairman ``J Jm Members of the Planning Board Date: May 31, 2016 Re: Sports East Fitness Club Located at 9300 Route 25, ±141' s/w/o Sigsbee Road & NYS Route 25, Mattituck. SCTM#1000-122-7-9 The Planning Board has been reviewing the Site Plan application referenced above. On May 2, 2016, the Board conducted the public hearing, and during that hearing heard concerns about whether the use, as proposed, is permitted as a Special Exception on this parcel. The Board would like to avoid having the applicant invest any more funds into this application until that question is answered definitively by the Zoning Board of Appeals. To that end, we would appreciate your response at your earliest convenience. In the Planning Board's record are questions from the public about whether the use, as described by the applicant, is truly a membership club. Several people asked how such an apparently intense commercial use could be allowed in a residential zone, and if the intent of the annual membership club was to allow something like the project being proposed. They also questioned some of the finer points of how the club would work, including whether a day care or childcare was allowed, and whether soccer teams that weren't members would be allowed to play on the fields. For your convenience, we have attached a copy of the draft minutes from the Planning Board's hearing. The Planning Board, after reviewing the Town Code, and various definitions in the code, questioned whether the use, as proposed, could be considered an annual membership club. They are concerned about tournaments or special events that bring in a lot of non- members as participants and spectators, for example a soccer tournament with teams that aren't members, or a regional tennis tournament with outside teams. Would this then make the facility public and not an annual membership club? Also, if the public is allowed to pay for a membership that is less than a full year (a daily, weekly or monthly membership), should that be allowed when the use is listed in 280-13 B (7) as an Southold Town Planning Board Page 2 May 31, 2016 "annual membership club"? The Town Code sections reviewed by the Board are included below: § 280-13 B states that a Special Exception use includes: (7) Beach clubs, tennis clubs, country clubs, golf clubs and annual membership clubs and accessory playgrounds, beaches, swimming pools, tennis courts, recreational buildings and maintenance buildings catering exclusively to members and their guests, subject to the following requirements: (a) No building or part thereof or any parking or loading area shall be located within 100 feet of any street line or within 50 feet of any lot line. (b) The total area covered by principal and accessory buildings shall not exceed 20% of the area of the lot. (c) No such use shall occupy a lot with an area of less than three acres. In § 280-4 Definitions, there is this definition for a membership club: CLUB, MEMBERSHIP OR COUNTRY OR GOLF An entity established for the principal purpose of engaging in outdoor sports, such as golf, tennis, swimming, fishing, hunting or similar activities, but not including any form of aviation, outdoor trap, skeet or target shooting or motorboat racing. There are also in § 280-4 these definitions, neither of which appear as uses permitted in the R-80 zoning district: RECREATIONAL FACILITIES Recreational uses characterized by predominately outdoor activities by patrons, including but not limited to stables and riding academies, regulation golf courses and golf-related activities, tennis and racquet sport clubs, platform sports, baseball batting and pitching cages and swimming pool facilities. It shall not include such activities as racing, jai alai and amusements parks. RECREATION FACILITY, COMMERCIAL An indoor or outdoor privately operated business involving playing fields, courts, arenas or halls designed to accommodate sports and recreational activities, such as billiards, bowling, dance halls, gymnasiums, health spas, skating rinks, shooting ranges, tennis courts and swimming pools. Does the use as proposed meet the definition of a membership club, and fit the described use in 280-13 of an annual membership club? Prior to any further review of this Site Plan application, the Planning Board is requesting this question be answered by the Zoning Board of Appeals at their earliest convenience. Thank you for your time and consideration of this matter. We look forward to your response. Please call with any questions. �t;;, (D� �r:rrwlt:�Nt1 fe��wra SUFF01.,K Jeffrey W. Szabo � drrinistrative Otfuces: 4000 &.inrise Hia ryhwamm mmOalkdale New """__�wwww1769 ,.1 Chief k.':::xecutive Officer (6 31) 5133 0353 Fax (031) 63 0370 May 25, 2016 Brian Cummings, Planner Town of Southold Planning Board Office P.O. Box 1179 Southold,NY 11971 RE: LEAF- Site Plan -Sports East Fitness Club SCTM# 1000-122.00-07.00-009.000 Dear Mr. Cummings: The Suffolk County Water Authority(SCWA) appreciates the opportunity to comment on the LEAF for the captioned project. In SCWA's review of this project as submitted, our agency found no appreciable impacts on groundwater quality that would affect our operations. However, in keeping with the SCWA's mission of protecting and conserving the Town of Southold's water supply and consistent with the SCWA's Water Supply Plan and recently adopted East End Water Wise Club plan, the SCWA encourages the use of low flow plumbing fixtures, if it is not already a requirement by the Town. The applicant indicates that irrigation demand is anticipated at 80gpm. That number is alarmingly high for this area,particularly since the project calls for an artificial turf field. Optimally,we would like to see that number reduced to no more than 20gpm. SCWA recommends including limits on the amount of fertilizer dependent vegetation maintained on site, and strongly encourages irrigating during the evening between 7:00 pm and 12:00 am, in an effort to help us better meet our peak demand. SCWA welcomes the opportunity to meet with the applicant to discuss these concerns. Should you have any questions or wish to discuss this project further, I may be reached at 631- 563-0353. Very truly yours, r W Jeffrey W. Szabo JWS:kk cc: James Gaughran, Chairman, SCWA Joseph Pokorny, Deputy CEO Operations, SCWA �, . ..... Ay, 2 12 Steven Bellone SUFFOLK COUNTY EXECUTIVE Department ofoWilOWTown Economic Development and Planning k'lanning Board Joanne Minieri Division of Planning Deputy County Executive and Commissioner and Environment May 24, 2016 Town of Southold 53095 Main Road P.O. Box 1179 Southold,NY 11971 Attn: Brian Cummings Re: Application of"Sports East LLC" Zoning Action: Site Plan S.C.T.M. No.: 1000-12200-0700-009000 S.C.P.C. File No.: SD-16-01 Dear Mr. Cummings: Please be advised that pursuant to Sections A 14-14 to 25 of the Suffolk County Administrative Code,the above captioned application which has been referred to the Suffolk County Planning Commission will be reviewed by the Commission at its regular meeting on Wednesday, June 1, 2016 at 2:00 p.m. Maxine S.Postal Auditorium in the Riverhead County Center,300 Center Drive,Riverhead,New York. The regular meetings of the Suffolk County Planning Commission are open meetings pursuant to the NYS Open Meetings Law; they are not public hearings. Any request to address the Planning Commission on any matter, including subdivision or zoning referrals, must be submitted prior to the meeting. Each request shall be submitted on a card (distributed before the regular meeting) identifying the person and/or organization and topic. During the public portion of the regular meeting, each speaker shall be allotted three (3) minutes. An individual who has requested the opportunity to address the Planning Commission may relinquish his/her time to another speaker. However, no speaker may speak for more than six (6) minutes. In accordance with Suffolk County Planning Commission Policy, any information to be submitted to the Planning Commission will not be accepted at the meeting unless it has been acknowledged by the local referring municipality. The information must be accompanied with a letter from the local referring municipality, describing such contents, as well as instructions for treating previously submitted material. H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100 0 HAUPPAUGE,NY 11788-0099 0 (631)853-5191 This policy was instituted to avoid confusion as to which information is being reviewed by all agencies. Should you have any questions or comments,please do not hesitate to contact this office. Sincerely, Andrew P. Fre �n'g" Chief Planner APF/cd cc: Christopher F. Dwyer, LK McLeon Associates PC H.LEE DENNISON BLDG m 100 VETERANS MEMORIAL HWY,11th FI m P.O.BOX 6100 m HAUPPAUGE,NY 11788-0099 w (631)853-5191 SC.S� p �NL,M"C ECEHc' MAY 19 I'�(l•-}I; 11 �,fi r hw. ... 6 - �. Cummirw , Brian A. From: Flatley, Martin Sent: Tuesday, May 10, 2016 8:24 AM " To: Cummings, Brian A. wti+'-�; �� 2, Subject: RE: Proposed Sports East Site Pan Rarlrnirg Board Hi Brian, I don't anticipate any problems with our department covering this proposed new project. It will most likely generate some more calls for service, but don't anticipate it creating too much more of a burden. I am concerned about the traffic pattern in front of the complex and its access to Rt. 25 in this busy location, but I assume that's in another discussion. Martin Flatley, Chief of Police Southold Town Police Department 41405 State Route 25 Peconic, New York 11958 631-765-3115 From: Cummings, Brian A. Sent: Monday, May 09, 2016 3:55 PM To: Flatley, Martin <mflatlev@town.southold.ny.us> Subject: Proposed Sports East Site Pan Hi Chief, The Planning Board is in review of a pending site plan for a proposed private sports membership club (aka "Sports East" at 9300 NYS Rt 25, Mattituck; full description below) and are looking to confirm that there would be adequate police cover/protection available if constructed. Please let me know if you have any questions or need any further information.. Thank you! Description:This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5)tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District, Mattituck. Brian A. Cummings, Planner Southold Town Planning Department 53095 Route 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 1 SCOTT A. RUSSELL ' JAMES A. RICHTER, R.A. SUPERVISOR MICHAEL M. COLLINS, P.E. �s�s TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. 631 1 60 Fax (631) 765 9015 N<<��u���f FA W, r �rh'41"1:."°d'wq d MULDA,J YI11�S p� J"),�'411FR1u.,@ P1l' 11M P u1 h MD,I l Bpm OFFICE OF THE ENGINEER . . TOWN OF SOUTHOLD f`',`'1' p '?01 I, o� ll� own Donald J. Wilcenski May 10, 201 .. E 4�unin Boa ro Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Sports East Fitness Club 9300 Route 25, Mattituck, NY SCTM #: 1000-122-07-09 Dear Mr. Wilcenski: As per a request from your office, I have reviewed the Construction Plans (C-1 to C-13) dated 03/14/16 that have been prepared by the office of LKMA for the construction of the Sports East Recreation Club in Mattituck. Please consider the following: 1. A State DOT Curb Cut Permit must be obtained. 2. The proposed cumulative disturbance resulting from proposed construction activities and grading of this site will be in excess of seven (7) acres in area. Therefore, this project will require coverage from New York State Department of Environmental Conservation (DEC) under the Phase II State Pollutant Discharge Elimination System (SPDES) Program. Coverage under this DEC Construction Activity Permit is required priorto the initiation of any work. 3. The site plan indicates that at least two metal containers exist on site. They are shown on the plans in the south westerly corner of the site. What is their purpose and will they remain? 4. The drainage design appears to meet the requirements of Chapter 236 but I will need to evaluate the required SWPPP documents before I complete my drainage review. 5. The swimming pool must have the ability to backwash and/or drain the pool for maintenance purposes. This must be specifically designed and details must show how what drainage systems will be used for this purpose. 6. Fencing surrounding the sports fields and tennis courts have been noted as 10' and 20' in height. This issue should be reviewed by the Planning Board and may also require an approval from the ZBA. If you have any questions regarding this review, please contact my office. ince'..ely, r r es A. Richter, R.A. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION w Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 www.clec.ny.gov LEAD AGENCY COORDINATION RESPONSE May 3, 2016 Brian Cummings Town of Southold Planning Board P.O. Box 1179 Southold, NY 11971 q p rGJ u Re: LEAD AGENCY COORDINATION REQUEST Sports East Fitness ClubL-1 1) i 016 9300 Main Road Mattituck, NY 11952 Pla Planning "oard' �)�ii�i811 Board SCTM# 1000-122-7-9 Dear Mr. Cummings: This letter is in response to your Lead Agency Coordination Request of April 13, 2016 for the referenced project pursuant to the State Environmental Quality Review Act (SEQRA) of the Environmental Conservation Law and its implementing regulations (6NYCRR Part 617). This Department has no objection to the Town of Southold assuming lead agency status for this action. Please advise the applicant that this project will require a Part 750 State Pollutant Discharge Elimination System (SPEDES) Permit as well coverage under NYSDEC's General Permit for Stormwater Discharges from Construction Activity (GP-0-15-002). Please contact our Division of Water at 631-444-0405 if you need more information on these SPEDES Permits. Sinc r� ly 1. Sherri Ailher Environmental Analyst EWYORX Department of % vrnreaair ✓ rir^ cgrtppdgsw Environmental rl Conservation MATTITUCK FIRE DISTRICT PO BOX 666, PIKE STREET � � MATTITUCK, NEW YORK 11952-0666 Commissioners Lloyd H.Relsenberg,Chairman John C.Harrison,Secretary Barbara Dickerson,Treasurer Greg Dickerson,Vice Chairman David F.Haas Warren W.Jackson Michael Sweeney May 3, 2016 ,Southold Town Planning Board Attn: Mr. B. Cummings FDBox 1170 Southold, NY 11952 Ike: Sports Fast Fitness Club—SCTM#1000-122-7-0 Dear Mr. Cummings, At the regular Meeting of the Board of Fire Commissioners on April 26, 2016, the Board of Fire Commissioners and Chiefs rev'iewved the site plan of the above named project. Their recommendation is that the owner has Suffolk County WIater Authority install a fire hydrant to the Mattituck Fire Department specifications in the parking area between the proposed structure and the proposed tennis courts, The request is made dale to the closest hydrant is on the North gide of Route 26, lain ted; on the opposite side of the street as the proposed site and the length of the proposed structure. The Board of Fire Commissioners thanks you for the opportunity to comment on the site plan. If there are any questions please feel free to contact me. Sinc - John C Harrison ! �" Secretary/Fire District Manager i Mattituck Fire District MM` x:1.M" CC' Board of Fire Commissioners Southbld Town Chief Nannklg Board Office (631) 298-8837 Facsimile (631) 298-8841 OFFICE LOCATION: XV MAILING ADDRESS: Town Hall Annex { s � P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov ONTI PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 3, 2016 Mr. Christopher Dwyer L.K. McLean Associates, PC 437 South Country Road Brookhaven, NY 11719 Re: Close Hearing: Proposed Site Plan for Sports East Fitness Club Located at 9300 NYS Route 25, ±141' s/w/o Sigsbee Road & NYS Route 25, Mattituck SCTM#1000-122-7-9 Zoning District: R-80 Dear Mr. Dwyer: A Public Hearing was held on Monday, May 2, 2016 regarding the above-referenced Site Plan Application. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Very truly yours, ryp Donald J. Wilcenski Chairman N NEWYORK Department of ANDREW CUOMO STATE OF �Governor OPPORTUNITY. Transportation MATTHEW J. DRISCOLL Commissioner JOSEPH T.BROWN,P.E. Regional Director April 28, 2016 'iC E V/ E A'' 5 016 Mr. Christopher F. Dwyer SaUthbl 'Town Manning Board L.K. McLean Associates, P.C. 437 South Country Road Brookhaven, NY 11719 Your March 28 2016 Submission Sports East Recreation Club NY 25, Mattituck SCTM # 1000-12200-0700-009000 Case No. 16-55422 Dear Mr. Dwyer: This is in regard to the previously approved site plans for the referenced project. The subject Highway Work Permit has expired and is no longer valid. Prior to an approval of any site work within the NY 25 Right of Way (ROW) and issuance of a NYSDOT Highway Work Permit, the following items shall be addressed: 1. Please note that the Stage 1 Perm 33-COM application should be revised to show that this project is considered major commercial because of the projected one way traffic volumes for the site. 2. In recent years, many states have employed access management as a major technique to address conflicts between through traffic and that generated by developments. The goals of access management are to limit the number of access points, separate conflict points and remove turning traffic from through movements. New York State is utilizing this technique to minimize impacts to State highways. We recommend, therefore, that cross access to this site be obtained from adjacent property. If this is not presently possible, it should be shown on the plans for implementation as part of future redevelopment. 3. We recommend that this project provide a center turn lane on NY 25, transitioning from the hatched center line markings east of the site, west as necessary for the new full movement site driveway and other driveways on the north side of NY 25. A property dedication along this site's entire NY 25 frontage may be needed to accommodate this lane along with appropriate shoulder and sidewalk section width. Please contact Mr. Bruce Branigan of our Office of Right of Way at (631) 952-6092 for further direction in the property dedication process. 250 Veterans Memorial Highway—Suite 6A-7, Hauppauge, NY 117881 .dot,ny.gov Mr. Christopher F. Dwyer April 28, 2016 Page 2 of 7 4. We concur with the installation of "No Stopping Anytime" signs along the NY 25 frontage. They shall be shown on the plans to be installed in accordance with the National Manual of Uniform Traffic Control Devices with NYS Supplement (MUTCD). 5. We have some concerns that the 240 parking spaces may not be sufficient. If the parking is not sufficient then there may be overflow parking across street, with pedestrians crossing NY 25 or parking on the shoulder, east and west of the site. By copy of this letter we are informing the Town of our concerns that should be addressed by the developer. 6. The right turn only egress on the east side of the site shall be channelized and signed to promote the right turn only exit movement. As currently shown on the plans, the western driveway radius promotes an ingress movement. Please revise the plans accordingly. 7. Along western driveway, show more spot elevations to clearly depict the direction of flow, such that all drainage is contained on site. 8. On Page 37 of the Traffic Impact Study (TIS), last bullet, it is stated "Install appropriate traffic signals...". It should probably state "signs See also Page 45, last bullet, where the same statement mentions signs. 9. Show all existing and proposed signs and markings on the plan. As stated above please ensure all signs are MUTCD compliant. No "custom" signs (see Sheet C6) should be shown to be installed within the NY 25 ROW. 10.Due to the scale of the hatch pattern it is difficult to determine if the site pavement will be asphalt or crushed blue stone. The access points shall be full depth asphalt and paved to the minimum requirements outlined in our driveway policy manual known as "Policy and Standards for the Design of Entrances to State Highways" which can be referenced on our website at www.dot.ny.gov/permits. 11.The entire shoulder section, for the width of the access points plus twenty-five feet east and west of them, shall be shown to be reconstructed with full depth asphalt pavement. Please revise the plans accordingly and provide appropriate details referenced to NYSDOT specifications. 12. "Traversable Curb" may be appropriate along this section of NY 25 in accordance with Chapter 10 of the Highway Design Manual and our 609-03 Standard Sheet. The curb shall be offset a minimum of 5' from the edge line to accommodate bicyclists. 13.Provide drainage calculations for the roadway after curb is installed. Currently the roadway drains to the earth shoulder. Once curb is installed leaching pools will likely be appropriate to ensure roadway drainage is not carried to other parcels. Mr. Christopher F. Dwyer April 28, 2016 Page 3 of 7 14.Provisions shall be made to taper the curb terminus at the east and west sides of the site frontage in accordance with NYS Standard Sheet 609-2. Curb shall have a 1:12 transition length. Please call out and incorporate the appropriate detail in the revised plans if applicable. 15.A pedestrian connection between the building on site and the public sidewalk along NY 25 should be provided in accordance with Complete Streets Principals. 16.Proposed sidewalk shall be a minimum of five (5) foot wide. New sidewalk shall follow our specification for sidewalk, Item 60801050010, Concrete Sidewalks — Unreinforced (Grading Included). 17.The snow storage strip at this location shall be Turf Establishment — Lawns, Item 610.1602 and Topsoil — Lawns, Item 610.1403. Turf will reduce the amount of impervious surface, reduce runoff and reduce heat at the site. 18.Provide a note on the plans "Clear and grub overhanging vegetation from beside the sidewalk. Tree limbs lower than 7'-0" should be removed from adjoining street trees. Limbs should be cut back to the branch bark collar neatly leaving no stubs. Shrubs and trees should be cut back flush to the ground or removed for a distance of four feet from the edge of sidewalk." 19.It does not appear that the new sidewalk or path will connect with sidewalk to the west. The Americans with Disabilities Act (ADA) requires pedestrians' facilities to be connected to the roadway in a manner complying with their guidelines. A connection such as a curb ramp may be needed at the west end of the new sidewalk to reach the shoulder if it did not connect with the existing sidewalk. The east end should connect with the paved shoulder in a flush manner. Consider NYS DOT Type 14 or 10B (See attached detail) curb ramps at the end of the sidewalk in accordance with NYS DOT Standards. 20.Label the curb ramp on the plans in accordance with NYS DOT Standards. At the curb cuts consider a NYS DOT Type 1 curb ramp, detectable warning option 2 if the distance from the grade break to the back of curb will be less than 5' or consider other options. Provide a flare on the back side of the ramp only, similar to Option B. 21.In regard to the sidewalk pedestrian ramps NYS DOT pedestrian facility standards were recently revised based on ED15-004 (Engineering Directive), effective immediately. This contains a number of new criteria for pedestrian facility design. Chapter 18 of the NYS DOT Highway Design Manual contains the most current forms, PowerPoint presentations and recorded webinars on the topic. hUpwww,mm�m y..0 � a u m� w u�n � � i / g ,1? LL a tj?l er-1 . It includes requirements such as ramps shall be designed and laid out with a 7.5% maximum running slope rather than the maximum 8.33% slope if space exists. Cross slope for sidewalk and curb ramps should be 1.5% rather than 2%. This provides a construction tolerance and the final ramps will be more likely to comply with ADA and NYS DOT requirements. Please provide the details and notes to reflect this information. Mr. Christopher F. Dwyer April 28, 2016 Page 4 of 7 22.Upon completion of the project the permittee or their designated "designer of record" shall fill out the attached form for Critical Elements for the Design, Layout and Acceptance of Pedestrian Facilities found at the Resource Links of Chapter 18 of the NYS DOT Highway Design Manual for each of the constructed or reconstructed pedestrian facilities. Use the criteria for New and Replacement Facilities and use the Field Inspection Methods as noted on the form to field verify the pedestrian facilities were constructed to the standards. The R10 Permit Pedestrian Facility Record Table (attached) shall also be completed for all locations that were altered, built or where a Nonstandard Feature Justification for Pedestrian Facilities form has been completed. l/w :,dot. Dov/di i i n ngi�-cerin " � rri ll a /lidrrillid -i,.gp su or ExWib`i'f-2---1­-5a,xls Submit the completed forms to NYS DOT for review and comment. Facilities that do not comply with ADA requirements upon completion may require removal and reconstruction. 23.Embedded detectable warnings, Either Item 608.21000003 Cast Iron Embedded Detectable Warning Units or Item 608.21 Embedded Detectable Warning Units should be provided. The detectable warnings shall be obtained from our approved materials list. They shall be dark grey in color when installed in light concrete curb ramps and blended transitions. Natural Cast Iron Detectable warnings may be used. Manufactures of these products may be found at the NYS DOT Approved Materials website listed below. tt�:/ � r � iyis q � �� glia �rrim�/t cl nical-s r ccs t ctini l r r � s Le p pqi iyfalir ile/ Kg�Le r d t::.1,html 24.Provide Work Zone Traffic Control (WZTC) Plans for appropriate shoulder, travel lane and sidewalk closures schemes as necessary for all required mitigation items. All WZTC plans must be in accordance with the current National Manual of Uniform Traffic Control Devices and NYSDOT Supplement. The plan must include the note: "All Lanes Must Be Open To Traffic Before 10am And After 3pm. No Lane Closings Are Permitted On Weekends Or Holidays. Nighttime Lane Closings Will Not Be Permitted Without Prior Approval From The State Permit Inspector." 25.Provide construction details in accordance with our standards and specifications. 26.NY 25 as a bicycle route. We recommend providing bicycle parking facilities on site. Please advise how employees or customers wishing to bicycle to the site will be accommodated. On future submissions please indicate where bicycles for patrons and employees will be parked/secured. Bicycle racks should be located adjacent to the building entrance. They should not obstruct the Pedestrian Accessible Route (PAR) to the building and be clearly visible to cyclists and the public. Inverted "U" or "A" shaped racks are recommended. For additional guidance see: l lc. ..fftc .. or ��te �§ o�q/re our li��srrw r t t lw t�w�� rkin uidelines„ df. Mr. Christopher F. Dwyer April 28, 2016 Page 5 of 7 27.Efforts should be made to maintain as many of the existing trees along the frontage of the site, particularly in the ROW. Vegetation protection fence should be depicted on the plans and installed prior to the start of construction to protect trees in or adjoining the ROW. 28.It appears silt or vegetation protection fence is proposed around the perimeter of the site and clearing. The symbol is not shown on the legend of the Erosion and Sediment Control Plan. 29.The plan shall include the note "Repair existing shoulder, sidewalk and curbing as ordered by State Engineer." 30.Add the following note to the plans: "All drainage grates within the project limits shall be inspected and adjusted to improve bicycle safety before and after construction as follows: a. If the edge of the frame is directly adjacent to the curb or the edge of pavement then the grate shall be adjusted to the maximum extent away from the curb or the edge of pavement to minimize the gap between the frame and grate along the probable bicycle wheel path. b. If both edges of the frame will be exposed to bicycle traffic then center the grate within the frame and measure the gap on each side. If a gap greater than 5/8 inch exists on either side the grate and/or frame shall be replaced by the applicant. c. After adjustment the frame shall be secure and non-rocking; any missing bolts shall be replaced; and the frame, casting, and surrounding pavement shall provide an even, continuous, and non-jarring surface for the path of travel of the bicycle wheels. The applicant shall repair any of the aforementioned drainage structure deficiencies according to the direction and approval of the NYS DOT. Elevation differences between the pavement and frame/grate of Y2 inch or more shall be corrected with a transition of Y2 in per foot." 31.A note shall be added to the plans requiring the contractor to clean existing drainage basins along and immediately adjacent to the NY 25 site frontage at the completion of construction. 32.We recommend that permanent survey markers be installed at the property limits along NY 25 and that ROW markers be installed at any intermediary turning points along the State Highway frontage in accordance with NYSDOT Standard Sheet Series 625. Please include the appropriate detail. 33.Any utility work proposed in State Highway Right of Way will require separate application and submission of plans (installation details, restoration details and Maintenance and Protection of Traffic plan - all referenced to NYSDOT specification item numbers and the Manual of Uniform Traffic Control Devices) to our Riverhead Maintenance Facility. The applicant may contact Mr. Kevin Matthaei at (631) 727-1731 for further directions regarding Utility Highway Work Permit (HWP) applications. The applicant should be made aware that utility HWP issuance is subject to issuance of the HWP required for site work. Mr. Christopher F. Dwyer April 28, 2016 Page 6 of 7 Please submit one (1) paper copy of the revised plans, one (1) paper copy of a response letter and one (1) paper copy of the Stage 2 Perm 33-COM Highway Work Permit application along with one (1) electronic copy of each of the previously noted items in pdf format on a CD. The plan sheets should be provided as a pdf complete file. The response letter shall state how the above comments are addressed, item by item. Review of the subject project is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Kindly refer to the subject case number and county tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety Attachments: R10 Pedestrian Facility Record Table,Type 10B Ramp Detail CC" Mr. Vincent M. Orlando, Superintendent of Highways, Town of Southold Mr. Donald Wilcenski, Planning Board Chairperson, Town of Southold SAS:MDW:rq Jo-Ann Lechner EC E ` 1415 Marlene Lane Mattituck, NY MAY 0 2 2W April 27,2016 Southo Town Dear Ms. Heather Lanza—Planning Director, Town of Southold: Plannin,hoard I am writing to you because I have great concerns regarding the development of the 20+acre parcel of land owned by Mr. Paul Pawlowski and the proposal by him and his partners to develop this property into the Sports Easi:Fitness endeavor. Mr. Pawlowski is in the process of requesting that special exception be given under the special exception standard. I have read his application and attended the April 251h monthly meeting of the Mattituck Laurel Civic Association which only adds to my concerns and more questions. My thoughts are based upon reading, research and attending the MLCA meeting. Nature of Business: MWhat is this the nature of this Business? We now know that this facility will be a not-for-profit entity. The proposed developed property will be taken off the real estate tax rolls. Mr. Pawlowski answered this question at the meeting. He stated he is not asking the town to help develop this property,therefore indicating a not- for-profit entity should not be a problem. He and his partners will be using all of the Towns Services, making a very good return on their investment and paying no Federal, Skate and Local Taxes. This proposed project has been called a Membership Club;a Private Sports Club,and an Athletic Club. Which is it? There are 244 parking spaces which the partner's project will be filled. A question was asked regarding bringing in outside teams to compete on the multiple courts. The response was that no teams will be brought in.There will be 5 outdoor tennis courts,one artificial turf field as well as a vast indoor facility. It was also stated that the teachers are very happy because they will have summer jobs. The Full Environmental Assessment Form provides:"Will the proposed action plan produce noise that will exceed existing ambient noise levels during construction,operation or both." Response was"Yes; Outdoor multi use field and tennis courts will produce noise exceeding ambient noise levels during operation. It is likely that these noise levels would be generated between 7:00 am-6:00 pm." At this time there appears to be no outdoor lighting for the courts. However, it was stated that the outside courts will be open as long as there is daylight. This means during the summer when neighbors are trying to enjoy their yards or just home from work wanting quiet time the courts and field will be open until the sun goes down. The developers stated that they are modeling the facility after Southampton Youth Services recreation center. Southampton offers summer camp that is run by an outside organization. Based upon,the number of parking spaces; modeling their program after Southampton Youth Services,a not-for-profit; providing jobs for teachers during the summer;the vast outside fields as well as the size of this entire project; no intermural with schools etc.,this could lead to-the conclusion that this endeavor will have a full summer camp up and running on this property,as does Southampton Youth Services. There would be constant noise from sunup until sundown, Mr. Pawlowski, has stated this is a private membership club. What does annual membership club really mean? It appears that any business that offers annual membership can open on property that has a zoning of residential with exceptions. For example BJs,Costco, Sam's Club are all membership driven. Any type of business can offer annual membership and say they are membership driven and will be beneficial to the community. Is this really what the town's forefathers were thinking when they placed the exemption for annual membership clubs? If the town approves this project on this land, it is opening up Pandora's Box,as any large business with any type of membership can and will ultimately apply and or bring litigation against the town for the right to build on residential property that is also zoned for exceptions. Sewage and Water, The project is huge and will produce an enormous amount of sewage and water runoff frorn blacktop, building roof and the outdoor courts. Our bay and sound are already compromised by nitrogen pollution. Excessive nitrogen pollution from sewage has caused massive fish kills,turtle die offs,and toxic algae bloorns, closing beaches and water bodies around Long Island. Nitrogen pollution threatens Our environment, health:, economy, and quality of life. Long Island's clean waters create jobs and generate hundreds of millions of dollars every year for our regional economy. Nitrogen pollution in water is directi,Y tied to development patterns, land use trends, feitilizer use,failing sewers, residential'cesspools,and septic systems. In short—the majority of nitrogen is from sewage, Scientists agree that harmful toxic tides are in fueled by nitrogen from wastewater, including septic tanks and cesspools, The NYS Department of Environimint al Conservation cites aI blooms and excessive nitrogen as the primary reasons any of Long Island's water bodies are impaired.These toxic algal blooms,often referred to as Red Tide or Brown"Fide,can spread hazardous toxins, kill fish,and seriously impair water quality. In the spring of 2015,Governor Cuomo and the NYS Legislature allocated$5 million to create a plan that will tackle Long Island's nitrogen pollution problem,This plan will identify critical projects, Including upgrades toewage!and septic systems,which are necessary to protect our water resources and our communities. Newsday ran three articles this week regarding how water as need more environmental protection from sewage. These include Suffolk County as wall as the Town of Brookhaven who wants to implement standards that will be stronger than the County, There have been meetings of our elected officials from the state,county and towns;they understand if nitrogen pollution is not reduced our towns vie will to two industries, fishing and tourism. This proposed project is very close to Peconic Bay and Laurel Preserve. According to the papers filed,this Project does adjoin wetlands/water bodlesthat are regulated by Federal, State or Local Agencies and are over a sole source aquifer.The project anticipates a water usage of 15,000 gallons a day and 3,660 of raw sewage. How can we justify putting this enormous project in place when it will greatly increase nitrogen pollution from sewage and water runoff with no way to eliminate nitrogen pollution? Will there be a treatment plant established to as all nitrogen out of the sewage before R is returned to the ground? Will there be some type of water system where water can be captured, purified,and recycled? This proposed project requires substantial water. There is a water problem on the east end. It water is seeping into fresh. Last year the Town of Riverhead requested that its' residence curtail water usage as their pumps were at maximum capacity. With the pull of so much water,how does the To accommodate this project and protect our drinking water? Traffic; Noise; it Pollution:Traffic Congestion-This area of Main St. is so congested it is almost impossible to get into and out of streets and parking lots. The Old Capital One building must be taken into consideration. This business property issub-dividableren d multi-use. There isalso going to be additional traffic from the location of the Hudson it Bank site with the potential 2 story office building. The Department of Transportation would not approve any,entrances or exits from the CVS parking lot on to in Road because of congestion, This project will substantially add to the traffic congestion that already exists in this area. Why are the entrances and exits not on the side road that runs along the westward side of this property? This part of a Main Road resembles Riverhead with its'traffic.congestion. I do not belleve the Town of Southold would want to add tot congestion in this area which would affect all residence. it®There will be increased emissions from buses,cars, de0very and garbage t ks entering and exiting the parking lot,as well as from the additional traffic on 25. There®will also be increased emissions from these vehicles' sifting in the parking lot with their engines running. This must be taken into consideration with 244 parking spaces. Approximately 7 acres of trees will be removed. Removal of these trees will have an adverse impact to the community via air and noise pollution. Trees cool the air, land and water with shadna and moisture thus reducethe heat island effect of our communities.A single tree can produce the cooling effect of 10 room size air conditioners operating 20 hours a day. One large tree can supply a day's supply of oxygen for four people. A healthy tree can store 13 pounds of carbon each year which reduces the"greenhouse effect",for an acre of trees that equals to 2.6 tons of carbon dioxide. Trees help reduce surface water runoff,decrease soil erosion and increase ground water recharge. Each gallon of gasoline burned produces almost 20 pounds of carbon, There are 244 parking spaces. How,many more pounds of carbon will be produced in this one small area that has more traffic congestion than it can handle. of -The project will be open all week at 5:00 am;close Monday—Saturday at 10:00 pm; Sunday close is 7:100 PM. Outdoor fields will be available,at this time until dark, Plans have been made for 244 vehicles. Therewill be buses,delivery trucks,garbage-trucks, cars and increased traffic. The trees that are left standing will block some of the noise, but they will not blockall of the vehicle&pedestrian noise until dark at the field and 10:00 pm for the building. What will happen to the qUality of life of the individuals who live in our community? ffildIVELInd Plants: From the application for zoning under the exception rule,the application provides,"Does the projectsit e contain any species of plant or animal that is listed by NYS as rare,or as a species of special concern." The applicant responded"Yes,"Observing this property from Sigsbee, I have seen a turtle and a very strange snake living on this land. What happens to these animals ors ci s of plants either listed or not listed via NYS's as rare or concerned? Conclusion: -The plan for this pnDject is huge, This projeat will produce much traffic congestion,sewage,water runoff, noise-all environmental polluters. The quality of life will not be the same for the families who live and travel around this area of Mattituck. I thought the people of our Town wanted to keep"that small to feeling"which includes respect for our neighbors,as well as keeping the two industries that add to our Towns coffer, namely tourism and fishing. These industries afford the Town with much of its revenues,with very little to services and in to reduces every residences real estate taxes. Our Town is trying to cut pollution as it is causing destruction of ours and ecological systems which affects all residence of the Town of Southold, How is the Town goingto address this vast project with forward thinking? This project, a not-for-profit,will have the availability of all Town Services paid for by Town residence, as the property will be taken off the tax rolls and the principals will benefit financially at the expense of the Town residences,many whomare on a fixed income. The Southampton Youth Services recreation center[s not near a residential areas or a congested area. Maximus gym is also located in a business district, This project should only be allowed if placed in a business zone,all environmental issues must be addressed and every residence agrees to have a substantial tax increase. any of the services that this endeavor provides are already provided by our Schools and Parks,which are paid for by real estate taxes. Suffolk Community College is at the final stage of providing a gym physicality which includes a pool, This land once developed would be an ideal hang out for teenagers as It is enclosed by trees, Will there by 24 hour guardservice to stop the congregation of teenagers with and without cars? Based upon the facts above, I respectfully request that this application should be denied. Respectfully, Jom &nehner :D Dunn Engineering Associates, P.C. ��� Consulting Engineers 66 Main Street Westhampton Beach, NY 11978 631-288-2480 631-288-8832 Fax May 2, 2016 Ms. Heather Lanza,AICP Town Planning Director2 Southold Town Planning 53095 Route 25 S utR161d'T W" P.O. Box 1179 t)hjfjning board Southold, New York 11971 Re: Site Trip Generation Proposed Athletic Club South Side of Main Road West of Factory Avenue Mattituck, Town of Southold Dear Ms. Lanza: In response to your recent question regarding the determination of the site generated traffic for the proposed use of a private membership athletic club at the above referenced location, our examination was based on the land use code descriptions and associated data in the ITE Trip Generation Report. Three different methods were examined and the worst case method was presented on pages 17 and 18 of the Traffic Impact Study dated March 2016. This method resulted in the highest generation of traffic even with the reduction of the square footage of the 82,500 S.F. building. It was our opinion that using the high rates multiplied by the 28,800 S.F. of indoor court space would result in an inappropriately high generation of traffic since the four indoor courts would have a maximum of four players per court. For instance, in the A.M. peak hour, applying the A.M. rate of 5.96 and multiplying by 28,800 S.F. of indoor tennis area would result in a generation of 172 vehicles (107 enter and 65 exit). While, in essence, a maximum of four players per court times four courts would result in only 16 vehicles (10 enter and 6 exit) if each player drove by themselves. The second method which was examined, but was not included in the Traffic Impact Study, was based on adding up the traffic generated by the uses of a) Athletic Club, Land Use Code 493, b) Racquet/Tennis Club, Land Use Code 491, and c) Soccer Complexes, Land Use Code 488. The results of this method are presented in Attachment A. We felt that this method was a realistic approach. Ms. Heather Lanza,AICP May 2, 2016 Page 2 The third method which was examined but was not included in the Traffic Impact Study was based on adding up the traffic generated by the uses of a) Health/Fitness Club, Land Use Code 492, b) Soccer Complexes, Land Use Code 488, and c) Racquet/Tennis Club, Land Use Code 491. The total traffic generated by the site in Method 1 presents the highest or worst case volumes for the capacity analyses performed in the Traffic Impact Study. The total traffic generated by the site in Methods 2 and 3 presents substantially lower traffic volumes than Method 1. Thus, the use of the data in Method 1 presents the worst case volumes for the capacity analyses. The capacity analyses performed at the adjacent traffic signal of Route 25 at Factory Avenue/Sigsbee Road, result in acceptable levels of service. If you have any questions or require additional information, please contact me. Sincerely, A4% A,A,,,�' WALTER M. DUNN, JR., P.E. President WMD:as L2016046 P36014 Attachment ATTACHMENT A METHOD 1 In order to determine the amount of traffic that might be expected to be generated by the proposed development, a trip generation analysis was performed. This analysis was based on information contained in the report "Trip Generation", 9t" Edition, published by the Institute of Transportation Engineers (ITE). The ITE report presents data on trip making at various land uses, and is the recognized industry standard for analyses of this nature. There are several land use codes that include some of the proposed uses on the site: • Land Use 493, Athletic Clubs are privately-owned facilities that offer comprehensive athletic facilities. These clubs typically have one or more of the following: tennis, racquetball, squash, handball, basketball and volleyball courts; swimming pools; whirlpools, saunas; spas; and exercise and weight rooms. They often offer diverse, competitive team sport activities and social facilities. These facilities are membership clubs that may allow access to the general public for a fee. • Land Use 491, Racquet/Tennis Clubs are privately-owned facilities that primarily cater to racquet sports (tennis, racquetball, or squash-indoor or outdoor). This land use may also provide ancillary facilities, such as swimming pools, whirlpools, saunas, weight rooms, snack bars and retail stores. These facilities are membership clubs that may allow access to the general public for a fee. • Land Use 488, Soccer Complexes are outdoor parks that are used for non-professional soccer games. They may consist of one or more fields, and the size of each field within the land use may vary to accommodate games for different age groups. Ancillary amenities may include a fitness trail, activities shelter, aquatic center, picnic grounds, basketball and tennis courts and a playground. Land Use 493 includes almost all the proposed uses and the term "competitive team sport activities" could possibly include an outdoor soccer field or a multi-use field; however, it was determined that using both Land use 493, Athletic club, and Land Use 488, Soccer Complex would assure that all the proposed uses were covered and would result in the worst-case scenario with a higher generation of traffic that is greater than the site generated traffic that will actually occur. It should also be noted that for the winter months, the outdoor tennis courts essentially will not be used resulting in the actual site generated traffic being less than what is estimated in Table 2. The highest volumes of site generated traffic are expected to occur during the summer months. Thus, the site generated traffic volumes shown in Table 2 should be considered to occur during the summer time when higher traffic volumes occur on the adjacent roadways. Thus, the site generated traffic used in our traffic engineering analyses comprise a worst-case traffic scenario. Thus, information in the ITE Trip Generation report for Land Use Code 493 and 488 were utilized to estimate the future driveway volumes generated by the project. Table 2 presents the amount of traffic expected to visit the proposed development during the weekday AM and PM and Saturday midday peak hours. It should be noted that the overall 82,500 S.F. building contains uses that would result in a double count of the traffic generated for the outside uses of the tennis courts and the multi-use field. For example: • In general, the five outdoor tennis courts will be used during the spring, summer and fall. The four indoor tennis courts would be used primarily in the winter when the outside tennis courts would not be in use. As a result, the 240 feet by 120 feet area of the indoor courts was deducted from the overall size of the building (82,500 S.F. less 28,800 S.F. = 53,700 S.F.) for the basis of the determination of site-generated traffic. • Further, a credit of 2,216 S.F. was taken due to areas for storage and mechanical uses, which is a very conservative estimate. As a result of these two credits, the athletic club use was estimated based on 51,484 S.F. m_.._ S ... ........... A.M. Weekday P.M. . Saturd ay Midday Peak Hour Peak Hour Peak Hour Enter Exit Total Enter Exit Total Enter Exit Total www wWWr letic Club (51,484 S.F.) 3 93 60 153 190 116 306 168 175 343 Ath (Land Use Code 493) a. .. ... .... ........ m . _. Soccer Complex (One Field) 1 1 2 12 6 18 14 16 30 Land Use Code 488) Total Traffic 94 61 155 202 122 324 182 191 373 Table 2 Site-Generated Traffic Thus, the proposed development will result in increases in the number of vehicles entering and exiting the site. However, during the peak hours, approximately 3, 5 and 6 vehicles every minute would be added to the roadways adjacent to the site during the AN, P.M. and Saturday peak hours, which can be easily accommodated on the roadway network. ATTACHMENT B METHOD 2 In order to determine the amount of traffic that might be expected to be generated by the proposed development, a trip generation analysis was performed. This analysis was based on information contained in the report "Trip Generation", 9`h Edition, published by the Institute of Transportation Engineers (ITE). The ITE report presents data on trip making at various land uses, and is the recognized industry standard for analyses of this nature. There are several land use codes that include some of the proposed uses on the site: • Land Use 493, Athletic Clubs are privately-owned facilities that offer comprehensive athletic facilities. These clubs typically have one or more of the following: tennis, racquetball, squash, handball, basketball and volleyball courts; swimming pools; whirlpools, saunas; spas; and exercise and weight rooms. They often offer diverse, competitive team sport activities and social facilities. These facilities are membership clubs that may allow access to the general public for a fee. • Land Use 491, Racquet/Tennis Clubs are privately-owned facilities that primarily cater to racquet sports (tennis, racquetball, or squash-indoor or outdoor). This land use may also provide ancillary facilities, such as swimming pools, whirlpools, saunas, weight rooms, snack bars and retail stores. These facilities are membership clubs that may allow access to the general public for a fee. • Land Use 488, Soccer Complexes are outdoor parks that are used for non-professional soccer games. They may consist of one or more fields, and the size of each field within the land use may vary to accommodate games for different age groups. Ancillary amenities may include a fitness trail, activities shelter, aquatic center, picnic grounds, basketball and tennis courts and a playground. Land Use 493 includes almost all the proposed uses and the term "competitive team sport activities" could possibly include an outdoor soccer field or a multi-use field; however, it was determined that using both Land use 493, Athletic club, and Land Use 488, Soccer Complex would assure that all the proposed uses were covered and would result in a scenario with a generation of traffic that is more consistent with the site generated traffic that will actually occur based on complexes on Long Island. Furthermore, calculating these generation of traffic for the nine tennis courts separately under Land use Code 491 presents a more reasonable generation of traffic that has been observed on Long Island rather than including it in Land Use Code 493. It should also be noted that for the winter months, the outdoor tennis courts essentially will not be used resulting in the actual site generated traffic being less than what is estimated in Table 3. The highest volumes of site generated traffic are expected to occur during the summer and fall months. Thus, the site generated traffic volumes shown in Table 3 should be considered to occur during the summer and fall when higher traffic volumes occur on the adjacent roadways. Thus, the site generated traffic used in our traffic engineering analyses comprises a reasonable traffic scenario. Thus, information in the ITE Trip Generation report for Land Use Code 493, 488 and 491 were utilized to estimate the future driveway volumes generated by the project under Method 2. Table 3 presents the amount of traffic expected to visit the proposed development during the weekday AM and PM and Saturday midday peak hours. It should be noted that for Method 2 the overall 82,500 S.F. building contains uses that would result in a double count of the traffic generated for the outside uses of the tennis courts and the multi-use field. For example: • By calculations of the site generation of traffic of the nine tennis courts via Land use Code 491, Racquet/Tennis Clubs, the 240 feet by 120 feet area of the indoor courts was deducted from the overall size of the building (82,500 S.F. less 28,800 S.F. = 53,700 S.F.) for the basis of the determination of site-generated traffic. • By calculations, the site generation of traffic of the two soccer fields via Land use Code 488, Soccer Complex, the 120 feet by 180 feet area of the 1/2 size indoor soccer field was deducted from the 53,700 S.F. area(53,700 S.F. less 21,600 S.F. = 32,100 S.F.) As a result of these two credits, the athletic club use was estimated based on 32,100 S.F. F. � Weekday A.M. Weekday P.M. Saturday Midday Peak y Peak Hour Peak Hour Peak Hour Enter Exit Total Enter Exit Total Enter Exit Total Athletic Club(32,100 S.F.) 58 37 95 118 73 191 101 113 214 Land Use Code 493),_. .... w. .... w....e .................—. Soccer Complex(Two Fields) 2 2 4 24 12 36 28 32 60 Land Use Code 488) Racquet/Tennis Clubs (Nine Courts) 6 6 12 15 15 30 18 17 35 Land Use Code 491 Total Traffic 66 45 111 157 100 257 147 162 309 Table 3 Site-Generated Traffic Thus, the proposed development will result in increases in the number of vehicles entering and exiting the site. However, during the peak hours, approximately 2, 4 and 5 vehicles every minute would be added to the roadways adjacent to the site during the A.M, P.M. and Saturday peak hours,which can be easily accommodated on the roadway network. ATTACHMENT C METHOD 3 In order to determine the amount of traffic that might be expected to be generated by the proposed development, a trip generation analysis was performed. This analysis was based on information contained in the report "Trip Generation", 91" Edition, published by the Institute of Transportation Engineers (ITE). The ITE report presents data on trip making at various land uses, and is the recognized industry standard for analyses of this nature. There are several land use codes that include some of the proposed uses on the site: • Land Use 492, Health/Fitness Clubs, are privately owned facilities that primarily focus on individual fitness or training. typically, they provide exercise classes; weightlifting, fitness and gymnastics equipment; spas; locker rooms; and small restaurants or snack bars. This land use may also include ancillary facilities, such as swimming pools, whirlpools, saunas, tennis, racquetball and handball courts and limited retail. These facilities are membership clubs that may allow access to the general public for a fee. • Land Use 491, Racquet/Tennis Clubs are privately-owned facilities that primarily cater to racquet sports (tennis, racquetball, or squash-indoor or outdoor). This land use may also provide ancillary facilities, such as swimming pools, whirlpools, saunas, weight rooms, snack bars and retail stores. These facilities are membership clubs that may allow access to the general public for a fee. • Land Use 488, Soccer Complexes are outdoor parks that are used for non-professional soccer games. They may consist of one or more fields, and the size of each field within the land use may vary to accommodate games for different age groups. Ancillary amenities may include a fitness trail, activities shelter, aquatic center, picnic grounds, basketball and tennis courts and a playground. Land Use 492 includes almost all the proposed uses except the outdoor and indoor soccer fields; however, it was determined that using both Land Use 492, Health/Fitness Club, and Land Use 488, Soccer Complex would assure that all the proposed uses were covered and would result in the worst-case scenario with a higher generation of traffic that is greater than the site generated traffic that will actually occur. It should also be noted that for the winter months, the outdoor tennis courts essentially will not be used resulting in the actual site generated traffic being less than what is estimated in Table 4. Furthermore, calculating these generation of traffic for the nine tennis courts separately under Land use Code 491 presents a more reasonable generation of traffic that has been observed on Long Island rather than including it in Land Use Code 491. The highest volumes of site generated traffic are expected to occur during the summer and fall months. Thus, the site generated traffic volumes shown in Table 4 should be considered to occur during the summer and fall time when higher traffic volumes occur on the adjacent roadways. Thus, the site generated traffic used in our traffic engineering analyses comprises a reasonable traffic scenario. Thus, information in the ITE Trip Generation Report for Land Use Codes 492, 491 and 488 were utilized to estimate the future driveway volumes generated by the project under Method 3. Table 4 presents the amount of traffic expected to visit the proposed development during the weekday AM and PM and Saturday midday peak hours. It should be noted that for Method 3, the overall 82,500 S.F. building contains uses that would result in a double count of the traffic generated for the outside uses of the tennis courts and the multi-use field. For example: • By calculations of the site generation of traffic of the nine tennis courts via Land use Code 491, Racquet/Tennis Clubs, the 240 feet by 120 feet area of the indoor courts was deducted from the overall size of the building (82,500 S.F. less 28,800 S.F. = 53,700 S.F.) for the basis of the determination of site-generated traffic. • By calculations, the site generation of traffic of the two soccer fields via Land use Code 488, Soccer Complex, the 120 feet by 180 feet area of the 1/2 size indoor soccer field and deducted from the 53,700 S.F. area (53,700 S.F. less 21,600 S.F. = 32,100 S.F.) As a result of these two credits, the health/fitness club use was estimated based on 32,100 S.F. Weekday A.M. Weekday P.M. Saturday Midday Peak Hour Peak Hour Peak Hour Enter Exit Total Enter Exit Total Enter Exit Total Health/Fitness Club (32,100 S.F.) 23 22 45 64 49 113 40 49 89 (Land Use Code 492) Soccer Complex(Two Fields) 2 2 4 24 12 36 28 32 60 Land ode 488 ...Use Cm...... ..... ).,m. _......__ ............. ..................._m _.....__ --. .. Racquet/Tennis Clubs (Nine Courts) 6 6 12 15 15 30 18 17 35 (Land Use Code 491) Total Traffic 31 30 61 103 76 179 86 98 184 Table 4 Site-Generated Traffic Thus, the proposed development will result in increases in the number of vehicles entering and exiting the site. However, during the peak hours, approximately 1, 3 and 3 vehicles every minute would be added to the roadways adjacent to the site during the A.M, P.M. and Saturday peak hours, which can be easily accommodated on the roadway network. Submission Without a Cover Letter Sender: Pavi ,, EpC° 2 8 A C1 6 sok�Rilbw Town Subject: vy�s t)ian ingBoard SCTM#: 1000 - Date: 4 Comments: Submission Without a Cover Letter Sender: Subject: SCTM#: 1000 Date: Comments: AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in plat for at least seven days prior to the date of the public hearing on �-W /,,_ 1/­ y -t" I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of eve y property which abuts and every property which is across on .. , Your Name (print) Sig ure Address DI '' �_. No ry Public NOTARY Pk 4,, ���i<< �w� Y",lrk Y wf.p.B v 1,JO 1 5 fI iel �t'rklili i 111,ll�� r,&.(�IJ11k,� 1ib'l'"kCld�^ I6J11 GulY4S wi,��JlkkW�G� N � Z PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 4/29/16 Re: Proposed Site Plan for Sports East Fitness Club SCTM#s: 1000-122-7-9 Date of Public Hearing: Monday, May 2, 2016, 6:03 p.m. Notice to Adjacent Property Owners Sports East Fitness Club 9300 NYS Rt. 25 Mattituck, NY SCTM#1000-122.-7-9 11. 122.- 12 4. 321 1.44, J. 7 i k9S 2.. rl)0 2-4,13, N/ a Ctfl-'d )'- %uvh..ef 2. 121-6-13 1 "24, 1.44,-J.,-..8 13 60 7"aA1�c.,,vxk1 �5'47 3. 122.-6-14 )'25,, 1.41.4A.-9 vt S n.x� > 122.-6-17 (k,k" Hunt) q,5, 121-6-18 inn J kO%t 1A 6W 72—S NA CX�kj I VIS'L :1..22,,...6..1.9n2 �T 1.22,...6-22A. '\13 1.41...1....'1. 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Main Rd. &Youngs Ave.) k Southold, NY Telephone: 631 765-1938 c, www.southoldtownny.gov Az- PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 25, 2016 Mr. Mark Wolfgang NYS Department of Transportation 250 Veterans Memorial Highway Hauppauge, NY 11788 Re: Comments on the Proposed Site Plan for Sports East Fitness Club 9300 NYS Rt. 25, ±141' s/w/o Sigsbee Rd. & NYS Rt. 25, Mattituck Dear Mr. Wolfgang: The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review under Article 8 (State Environmental Quality Review Act- SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District, Mattituck. Sports East Fitness Club — Page Two April 25, 2016 For your convenience and due to the size of the application materials, we have provided directions below to access the entire file online. For further information or for an original set of plans, please feel free to contact this office at 631-765-1938. Project Name: Sports East Fitness Club Address: 9300 NYS Route 25, Mattituck Tax Map #: 1000-122.-7-9 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on the orange Laserfiche Weblink located on bottom left of the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plan; 6. Click on Pending; 7. Click on SCTM# "1000- 122.-7-9"; 8. Click on Site Plan. If there are any questions, you can contact us at 631-765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, Brian Cummings Planner Encl. Site Plan Application OFFICE LOCATION: � rxx •r MAILING ADDRESS: Town Hall Annex � �, � /" P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) , Southold, NY Telephone: 631 765-1938 www.southoldtow-rmy.gov `` �,� . PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Brian Cummings, PlanneX7-, Date: April 25, 2016 RE: Site Plan Application Review- • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review under Article 8 (State Environmental Quality Review Act- SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following contains information pertaining to the project under review. For further information or for an original set of plans, please feel free to contact this office at 631-765- 1938. Sports East Fitness Club — Page 2 —April 25, 2016 Project Name: Sports East Fitness Club Address: 9300 NYS Rt. 25, Mattituck Tax Map #: 1000-122-7-9 Requested Action: This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District, Mattituck. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Environmental Assessment Form • Site Plan Application Form • Site Plan(s) 2 COUNTY OF SUFFOLK 11 v " 1 Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of t'd rown Economic Development and Planning bdrwo Joanne Minieri Division of Planning Deputy County Executive and Commissioner and Environment April 19, 2016 Town of Southold 54375 State Route 25 P.O. Box 1179 Southold,NY 11971 Attn: Brian Cummings RE: Sports East Fitness Club SCTM No: 1000 12200 0700 009000 Local File No: SD-16-INC Dear Mr. Cummings: Please be advised that pursuant to NYS GML Section 239 and Sections A 14-14 to 26 of the Suffolk County Administrative Code,the above captioned application will not be reviewed. The Suffolk County Planning Commission does not accept electronic links as application material. Please see section 2.1 and 3.2 of the Suffolk County Planning Commission Guidebook for complete referral requirements. Very truly yours, Sarah Lansdale Director of Planning 0,0110,00 APF/cd Chief Planner H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 ■ (631)853-5191 Elizabeth Thompson,Chairperson ,, Town Hall Annex Reynolds duPont,Jr. ( ., 54375 Route 25 Joseph Lee PO Box 1179 Ronald McGreevy Southold,NY 11971 Nicholas Planamento C4 W Mark Schwartz " Telephone: (631)765- 1892 Stephen Geraci Fax(631)765-6641 Patricia Butler " southoldtown.northfork.ne� James Garretsonzx Town of Southold �°yM G "� �- 111rE Architectural Review Committee FT 2 5 2 Minutes 4:00p.m., April 21,2016 Soutli6l To „'u Town Hall Annex Executive Board Room Mnning ilw":i Members Present: Mark Schwartz,Chairperson;Joseph Lee; Ron McGreevy;Stephen Geraci;Patricia Butler; Brian Cummings,Town Planner;and Elizabeth Cantrell,Secretary The minutes for the March 24,2016 meetings were approved. Introduction• All applicants will give a presentation consisting of drawings,exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes,and be made part of the Planning file for that application. The Planning Board will consider these recommendations, together with all comments from other agencies,and provide the applicant with a comprehensive written list of its requested revisions. Amended Site Plan A lication: • SPORTS EAST FITNESS CLUB SCTM#1000-122-7-9 Paul Pawlowski,owner presented the application for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts,a 150'x550' (82,500sq.ft.)building to include a pool,basketball court,soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District,Mattituck. The Committee reviewed the application and is approving it as submitted. Motion made and seconded. l; itll Cantrell,A.R.C. c�cttry ._.. Michaelis, Jessica t � From: Cummings, Brian A. �� � � 6 Sent: Thursday, April 21, 2016 11:07 AM `°; y p To: Michaelis, Jessica ° �.�� �, Subject: FW: Sports East Site Plan �,,�� 11 i " Omni From: Fisher, Robert Sent: Thursday, April 21, 2016 10:54 AM To: Cummings, Brian A. Subject: Sports East Site Plan Brian Mike and I met with the architect on March 31, 2016 and talked about the building and the site. There are many concerns about both. The architect needs to be more specific about the building and it's use before I can make a determination about the site plan. The site plan as is will not support a building the size requested. The end result is there has to be more use information before I can make a determination on the site plan. As it stands I cannot give my approval to this plan. Bob Robert Fisher Fire Marshall, Town of Southold robert.fisher@town.southold.ny.us (W) 631-765-1802 - (C) 631-786-9180 PRIVILEGED AND CONFIDENTIAL COMMUNICATION CONFIDENTIALITYNOTICE' This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by privilege. If you are not the intended recipient,you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this transmission in error,please notify the sender immediately by e-mail and delete the original message. i AA . T Ix 'f [? J 'P� 0ff� Submission Without a Cover Letter Sender: Subject: D SCTM#: 1000 - Date: Comments: l OMAILING ADDRESS: OFFICE LOCATION: Town Hall Annex so a P.O. Box 1179 54375 State Route 25 ^ Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold NY Telephone: 631 765-1938 www.southoldtownny.gov CDU M' (osi„ PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson, Chairperson Southold Architectural Review Committee From: Brian Cummings, Planner Date: April 13, 2016 Re: Request for Review and Comments: Sports East Fitness Club 9300 NYS Route 25, ±141' s/w/o Sigsbee Road & NYS Route 25, Mattituck SCTM#1000-122.-7-9 The Planning Board refers this Site Plan Application to your committee for your review and comments. This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District, Mattituck. Thank you. Encls.: Site Plan Application Site Plan Elevations OFFICE LOCATION: . ' '* MAILING ADDRESS: Town Hall Annex , S004� ` z P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, PlanneNE) Date: April 13, 2016 Re: Proposed Site Plan for Sports East Fitness Club 9300 NYS Route 25, ±141' s/w/o Sigsbee Road & NYS Route 25, Mattituck SCTM#1000-122.-7-9 The Planning Board refers this Site Plan Application to you for your information, comments, review, and certification, if applicable. This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District, Mattituck. Thank you for your cooperation. Encls: Site Plan Application Site Plan OFFICE LOCATION: " Zz� '6 MAILING ADDRESS: Town Hall Annex S Soo � P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov r .en On PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Peter Doherty, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planne Date: April 13, 2016 Re: Proposed Site Plan for Sports East Fitness Club 9300 NYS Route 25, ±141' s/w/o Sigsbee Road & NYS Route 25, Mattituck SCTM#1000-122.-7-9 The Planning Board refers this Site Plan Application to you for your information, comments, review, and any violations on record, if applicable. This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District, Mattituck. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-122.-7-9 OFFICE LOCATION: `" MAILING ADDRESS: Town Hall Annex " oot' � P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov u PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Peter Doherty, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planner Date: April 13, 2016 Re: Proposed Site Plan for Sports East Fitness Club 9300 NYS Route 25, ±141' s/w/o Sigsbee Road & NYS Route 25, Mattituck SCTM#1000-122.-7-9 The Planning Board refers this Site Plan Application to you for your information, comments, review, and any violations on record, if applicable. This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District, Mattituck. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-122.-7-9 OFFICE LOCATION: ' ' Fx � , 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 wwW southoldtownny.gov � LPN PLANNING-BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Planned Date: April 13, 2016 Re: Site Plan for Sports East Fitness Club Application Name: Sports East Fitness Club Tax Map Number: 1000-122-7-9 Location: 9300 Main Road, Mattituck Type of Application: Sketch Subdivision Map Dated: Preliminary Subdivision Map Dated: Final Subdivision Map Dated: Road Profiles Dated: Grading and Drainage Plans Dated: Other Dated: Site Plan Dated: 2/16; last revised 3/14/16 Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Project Descri tion: This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq.. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District, Mattituck. Thank you for your cooperation. OFFICE LOCATION: 1% x MAILING ADDRESS: Town Hall Annex �OF 5 � P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov COUNT`I PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner Date: April 13, 2016 Re: Site Plan for Sports East Fitness Club 9300 NYS Route 25, ±141' s/w/o Sigsbee Road & NYS Route 25, Mattituck SCTM#1000-122.-7-9 The Planning Board refers this Site Plan Application to you for your information, comments, review, and any violations on record, if applicable. The file is available for your convenience. This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District, Mattituck. Thank you for your cooperation. OFFICELOCATION: r � ,:.ti, MAILING ADDRESS: Town Hall Annex � So Q P.O. Box 1179 - 54375 State Route 25 t'r Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 vik www.southoldtownny.gov ` OUNTI, PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 13, 2016 Mr. John Harrison c/o Mattituck Fire District P.O. Box 666 Mattituck, NY 11952 Re: Request for Review on Site Plan for Sports East Fitness Club 9300 NYS Route 25, ±141' s/w/o Sigsbee Road & NYS Route 25, Mattituck SCTM#1000-122.-7-9 Dear Mr. Harrison: The enclosed Site Plan Application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 1 50' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District, Mattituck. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, . ^r " S Brian Cummings Planner Encls.: Site Plan Application Site Plan OFFICE LOCATION: . MAILING ADDRESS: Town Hall Annex "� S �� P.O. Box 1179 54375 State Route 25 ry• Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631765-1938 www.southoldtownny.gov �nOWN PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: New York State Department of Environmental Conservation From: Brian Cummings, PlanneW Date: April 13, 2016 RE: Site Plan Application Review— • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review under Article 8 (State Environmental Quality Review Act- SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office at 631-765-1938. Southold Referral & SEQR Coordination Page Two April 13, 2016 ........... Planning Board Position: (x) This agency wishes to assume lead agency status for this action. This agency has no objection to your agency assuming lead agency status for this action. Other (see comments below) Project Name: Sports East Fitness Club Address: 9300 Main Road, Mattituck Tax Map #: 1000-122-7-9 Requested Action: This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District, Mattituck. SEQRA Classification: ( ) Type I ( ) Type 11 (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Environmental Assessment Form • Site Plan Application Form • Site Plan(s) 2 OFFICE LOCATION: ;(X;r 't, MAILING ADDRESS: o Town Hall Annex ` S1 7 P.O. Box 1179 54375 State Route 25 z Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov ' UN ,� . PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 13, 2016 Mr. Mark Wolfgang NYS Department of Transportation 250 Veterans Memorial Highway Hauppauge, NY 11788 Re: Comments on the Proposed Site Plan for Sports East Fitness Club 9300 NYS Route 25, ±141' s/w/o Sigsbee Road & NYS Route 25, Mattituck Dear Mr. Wolfgang: The following Site Plan is being referred to you for your information, comments and review. This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District, Mattituck. For your convenience and due to the size of the application materials, we have provided directions below to access the entire file online. For further information or for an original set of plans, please feel free to contact this office. Project Name: Sports East Fitness Club Address: 9300 NYS Route 25, Mattituck Tax Map #: 1000-122.-7-9 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on the orange Laserfiche Weblink located on bottom left of the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plan; 6. Click on Pending; 7. Click on SCTM# 111000- 122.-7-9"; & Click on Site Plan. . ..�Sports East Fitness Club— Page Two —April 1 3, 2016 .. If there are any questions, you can contact us at (631)765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, Brian Cummings ... Planner Encl. Site Plan Application OFFICE LOCATION: t ,zrxe MAILING ADDRESS: soP.O. Box 1179 Town Hall Annex 54375 State Route 25Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov Cou PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, Planneg Date: April 13, 2016 RE: Site Plan Application Review— • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office at 631-765-1938. Southold Referral & SEQR Coordination Page Two April 13, 2016 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Project Name: Sports East Fitness Club Address: 9300 Main Road, Mattituck Tax Map #: 1000-122-7-9 Requested Action: This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq, ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District, Mattituck. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Environmental Assessment Form 2 OFFICE LOCATION: " r MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 �� �a°" ry, Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtowiuiy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Brian Cummings, Planner Date: April 13, 2016 RE: Site Plan Application Review— • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 The purpose of this request is to seek comments from your agency; please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and The following contains information pertaining to the project under review. For your convenience and due to the size of the application materials, we have provided directions below to access the entire file online. For further information or for an original set of plans, please feel free to contact this office at 631-765-1938. Project Name: Sports East Fitness Club Address: 9300 NYS Rt. 25, Mattituck Tax Map #: 1000-122-7-9 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on the orange Laserfiche Weblink located on bottom left of the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plan; 6. Click on Pending; Sports East Fitness Club — Page 2 —April 13, 2016 7. Click on SCTM# "1000- 122.-7-9"; 8. Click on Site Plan. Requested Action: This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District, Mattituck. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan Application Form 2 OFFICE LOCATION: - % r, x. -x MAILING ADDRESS: Town Hall Annex � OF 5 � , P.O. Box 1179 54375 State Route 25 ' Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) y Southold, NY Telephone: 631 765-1938 y www.southoldtownny.gov ... 4UNTY , PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Water Authority (SCWA) From: Brian Cummings, Planne __ Date: April 13, 2016 Re: Site Plan Application Review— Sports East Fitness Club • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131, and LWRP Coastal Consistency Review The purpose of this request is to seek comments from your agency; please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and The following contains information pertaining to the project under review. For your convenience and due to the size of the application materials, we have provided directions below to access the entire file online. For further information or for an original set of plans, please feel free to contact this office at 631-765-1938. Project Name: Sports East Fitness Club Address: 9300 NYS Route 25, Mattituck Tax Map #: 1000-122.-7-9 1. Go to the Town of Southold website www.southoldtownny.caov; 2. Click on the orange Laserfiche Weblink located on bottom left of the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plans; 6. Click on Pending; Sports East Fitness Club— Page Two —April 13, 2016 7. Click on SCTM# "1000- 122.-7-9; 8. Click on Site Plan. Requested Action: This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District, Mattituck. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan Application Form 2 OFFICE LOCATION: zx<M MAILING ADDRESS: s /� Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (Cor. Main Rd. &Youngs Ave.) 'r Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov �DUNTN, PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planne(�P_ Date: April 13, 2016 Re: Proposed Site Plan for Sports East Fitness Club 9300 NYS Route 25, ±141' s/w/o Sigsbee Road & NYS Route 25, Mattituck SCTM#1000-122.-7-9 The Planning Board refers this Site Plan Application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District, Mattituck. Thank you for your cooperation. To View in Laser Fiche: Planning Dept;Applications; Site Plans; Pending; 1000-122-7-9 AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: 9300 Route 25, Inc. Address: P.O. Box 1086, Westhampton Beach, NY 11978 Land Owner(if other than applicant): Land Owner Address: Description of Proposed Project: This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District. Property Location (road and tax map ft 9300 Route 25, ±141's/w/o Sigsbee Road & NYS Route 25, Mattituck; SCTM#1000-122-7-9 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-122-7-8.9: Mega Styl, LLC, P.O. Box 56, 1150 Old Main Road, Mattituck, NY 11952 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. ,r d Applicant/Agent Signature l to #12733 STATE OF NEW YORK) ) SS, COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successfully commencing on the 21St day of April, 2016. ,o Principal Clerk Sworn to before me this day of .a. _ 2016. LEGAL 1V®TICE Notice of Public Hearing CHRISTINA NOTICE IS HEREBY GIVEN that, CHRM A VOLIN-SKI pursuant to Section 276 of the Town NOTARY PUBLIC-STATE OF NEW YORK Law and Article XXIV of the Code of the Town of Southold, a public hear- No. 01V06105050 ing will be held by the Southold Town Qualified In Suffolk County Plantting Board,at the Town Hall,MainMy Commission Expires February 26,2020 Road,Southold,New York on the 2nd day of May,2016 on the question of the following: 6:01 p.m.,Proposed Amendment t6 Approved Bayley Minor Subdivision- for ubdivisionfor Michael&Jennifer Boccio,located at 8402 Soundview Avenue,on the s/s/o Soundview Avenue,854' w/o Kenny's Road, Southold, Town of Southold, County of Suffolk,State of New York. SC #1000-59-7-29.5 6:02.p.m. Proposed Site Plan for East End Tick & Mosquito Pest Con- trol, located At 36570 NYS Route' 25, *420' s/w/o Skunk Lane & Main Road, Cutchogue, Town of Southold,' County of Suffolk,State of New York.` S #1000-97-3-2 6:03 p.m. Proposed Site Plan for Sports East Fitness Club, located at 9300 N lltftpt 15,s*14;['-N/w/o Sigs. bene ��ad' k�" 2�,ko"Ifte ouittrck� `6w o pf Southold,Coualty,rf Suffolk, State 'Of leer-Ybr , $C"llwrli#,f0&'0-1 bw 7-9 Dated: 4/7/16 Y ORDER OF THE SOUTHOL TOWN PLANNING BOARD Donald J.Wilcenski' Chairman OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex " S08,� , P.O. Box 1179 54375 State Route 25 .', Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law and Article XXIV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 2nd day of May, 2016 on the question of the following: , 6:01 p.m. Proposed Amendment to Approved Bayley Minor Subdivision for Michael & Jennifer Boccio, located at 8402 Soundview Avenue, on the s/s/o Soundview Avenue, 854' w/o Kenney's Road, Southold, Town of Southold, County of Suffolk, State of New York. SCTM#1000-59-7-29.5 6:02 p.m. Proposed Site Plan for East End Tick & Mosquito Pest Control, located at 36570 NYS Route 25, ±420' s/w/o Skunk Lane & Main Road, Cutchogue, Town of Southold, County of Suffolk, State of New York. SCTM#1000-97-3-2 6:03 p.m. Proposed Site Plan for Sports East Fitness Club, located at 9300 NYS Route 25, ±141' s/w/o Sigsbee Road & NYS Route 25, Mattituck, Town of Southold, County of Suffolk, State of New York. SCTM#1000-122-7-9 Dated: 4/7/16 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman PLEASE PRINT ONCE ON THURSDAY, APRIL 21, 2016 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times Kalin, Carol From: legals <legals@timesreview.com> Sent: Thursday, April 07, 2016 1:54 PM To: Kalin, Carol Subject: Re: Legal Ad for May 2, 2016 Suffolk Times Great! Thank you! The legal notice has been scheduled to be published in the 4/21 edition of the Suffolk Times. Thank you and have a great day! Best regards, TINES c.vuew W , MEMA GROUP I..iindsay Merrier 631.2983200 ext, 631,3W54.8032....(. ..u..ry,e.ct).. 6 1,298,041.0(fax) ... _........._.........._.....................................:.......... ue.:vuc.r�1�iryiesrev;Iew,cou i ........ ................_......(............. ................................................. www.ti rnesrevlew.corn From: "Kalin, Carol" <Carol.Kalin@town.southold.ny.us> Date:Thursday, April 7, 2016 1:53 PM To: Lee Peters<legals@timesreview.com> Subject: Legal Ad for May 2, 2016 Suffolk Times Please print the attached legal ad for the May 2, 2016 Planning Board Public Hearings regarding theAmendment to Approved Bayley Minor Subdivision for Michael & Jennifer Boccio, and the Site Plans for East End Tick & Mosquito Pest Control and Sports East Fitness Club in the April 21 edition of the Suffolk Times. An e-mail confirmation of receipt for our files will be appreciated. Thanks. Carol Kalin Secretarial Assistant Southold Town Planning Board Town Hall Annex at Capital One Bank 54375 NYS Route 25, P.O. Box 1179 Southold, New York 11971 631/765-1938 phone 631/765-6640 fax 1 `°i MAILING ADDRESS: OFFICE LOCATION: �^� ,��,m say P.O. Box 1179 Town Hall Annex � �� � 'x�, 54375 State Route 25 `ryw Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) , Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov 1,0UN $ PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law and Article XXIV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 2nd day of May, 2016 on the question of the following: 6:01 p.m. Proposed Amendment to Approved Bayley Minor Subdivision for Michael & Jennifer Boccio, located at 8402 Soundview Avenue, on the s/s/o Soundview Avenue, 854' w/o Kenney's Road, Southold, Town of Southold, County of Suffolk, State of New York. SCTM#1000-59-7-29.5 6:02 p.m. Proposed Site Plan for East End Tick & Mosquito Pest Control, located at 36570 NYS Route 25, ±420' s/w/o Skunk Lane & Main Road, Cutchogue, Town of Southold, County of Suffolk, State of New York. SCTM#1000-97-3-2 6:03 p.m. Proposed Site Plan for Sports East Fitness Club, located at 9300 NYS Route 25, ±141' s/w/o Sigsbee Road & NYS Route 25, Mattituck, Town of Southold, County of Suffolk, State of New York. SCTM#1000-122-7-9 Dated: 4/7/16 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) CAROL KALIN, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 7th day of April, 2016 she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board' Southold Town Hall 53095 Main Road Southold New York 5/2/16 Public Meeting: 6:01 p.m. Public Hearing for the proposed Amendment to Approved Bayley Minor Subdivision for Michael & Jennifer Boccio, SCTM#1000-59-7-29.5 6:02 p.m. Public Hearing for the proposed Site Plan for East End Tick & Mosquito Pest Control, SCTM#1000-97-3-2 6:03 p.m. Public Hearing for the proposed Site Plan for Sports East Fitness Club, SCTM#1000-122-7-9 Carol Kalin Secretary, Southold Town Planning Board Sworn to before me this -day of , 2016. Notary Pu is twLANT D0R0 N0IARY PUBLIC,State of New York No, 01D04630370 Qualified in SuffoN Cor my Commission[-xa WS SePtember 30.�� OFFICE LOCATION: ���,, MAILING ADDRESS: Town Hall Annex r � `� P.O. Box 1179 54375 State Route 25 �4� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov aOUNTY, PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 5, 2016 Mr. Christopher Dwyer L.K. McLean Associates, PC 437 South Country Road Brookhaven, NY 11719 Re: SEQR Classification & Set Hearing: Proposed Site Plan for Sports East Fitness Club Located at 9300 NYS Route 25, ±141' s/w/o Sigsbee Road & NYS Route 25, Mattituck SCTM#1000-122-7-9 Zoning District: R-80 Dear Mr. Dwyer: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, April 4, 2016: WHEREAS, this Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District, Mattituck; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, May 2, 2016 at 6:03 p.m. for a Public Hearing regarding the Site Plan entitled "Sports East Recreation Club", prepared by L.K. McLean Associates, P.C., dated February 2016 and last revised March 14, 2016. Sports East Fitness Club —April 5, 2016 - Page Two Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing,jgjggand to the Town's notification procedure. The notification form is enclosed for our use. The sign and tSouthold Town Annex. Please return the enclosed Affidavit of Postingalon with tM�e certified mailingrecei is AICD the si ned reen return recei t cards before 12:00 noon on Friday, April 29, 2016. The signand the post need to be returned to the Planning Board Office after the public hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Donald J. Wilcenski Chairman Encls. Southold Town Planning Board Notice to A liacent Propertv Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-122-7-9; 3. That the property which is the subject of this application is located in the R-80 Zoning District; 4. That this Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres. The property is located at 9300 NYS Route 25, ±141' s/w/o Sigsbee Road & NYS Route 25, Mattituck; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet: 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on Weblink located on bottom left of home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to: Carol.Kalin(cD-town.southold.ny.us; 6. That a Public Hearing regarding the Site Plan will be held on the matter by the Planning Board on Monday, May 2, 2016 at 6:03 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: 9300 Route 25, Inc./Sports East Fitness Club Date: 4/5/16 Notice to Adjacent Property Owners Sports East Fitness Club 9300 NYS Rt. 25 Mattituck, NY SCTM#1000-122.-7-9 1. 122.-6-12 23. 144.-1-7 2. 122.-6-13 24. 144.-1-8 3. 122.-6-14 25. 144.-1-9 4. 122.-6-17 5. 122.-6-18 6. 122.-6-19.2 7. 122.-6-22.1 8. 143.-1-1 9. 143.-1-4.1 10. 143.-1-5 11. 143.-1-6 12. 143.-1-7 13. 143.-1-8 14. 143.-1-9 15. 143.-1-10 16. 143.-1-11 17. 144.-1-1 18. 144.-1-2 19. 144.-1-3 20. 144.-1-4 21. 144.-1-5.2 22. 144.-1-6.2 - - FOR PCL NO SEE SEC NO 114 03 SEE SEC SEE SEC,NO-114 natzaw? sEE sec. Noat4 10- .97 + �ri MATCH. _ UN N351+00 MATCH LINE 2,5 -� f 1.12'•97 '" ,¢y, ---Z----- SEE&Ec NO PCL flcl w 24-99 W tx / d� - #� -� - C\ F+ 114•12•PfA P O Y,28.90 2,4 67A 7 �, w 01-21-90 ` 1.4 -.... 06.28.99 6 .} (TOWN OF SgIIT/i'df7J . J.x 5.g 10A 91 O4-0j_gs 2.OA 5A 16.1A(c) 1 Is FOR PCL NO l 10-04-99 GEl?L0F'NEN'rrM:f fT 4 S A. m .�•�I n a�Y SEE 114-12-01.12-01. z-ot9 01-0A-Q �q1 )fi054T11 R01 i 75 � ���Gi'J>ti � fN 9a-1s41 }�1 " Q 1 G a f.aA W22-01 2-3 AVE. U „ 9 11.1 '. a `� yCIA � W � a tT �,IA[c� Og-01-01 rr H2 10 O'P r .ti r _ - b1. 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'� °' , t 9.4 f a 6 <L F g1' a 7Ac).25( 1. 5A Sa. FOR PCL NO. ,gj• •1 1• SEE SEC.NO.t'3 }1 121-05-005.1 Oyu El O �] ��- 6B I.OA(c) r - 4 8 nw';•47 � •l V � r FOR PCL NO p 07 •g rb�� tin SEE SEC.NO. .yam .q�- 12fi-0601B `• _1 -z- / \ N290 is12 _------ -__- / - UNE �'�• �� _ -------_-_-- UNE .G � MATCH � --_- � {�e4 Oa\G y,41 SEE SEC.NO.126 NOTE:AN APPARENT OVERLAP CONDITION EXISTS WITHIN BLOCK 06 BETWEEN PARCELS 35.4835.8 t¢' SECTION NO L R°pxry°rRWUn. SupYai!°n L°I rb I,n BI°rY LM1niI �����_ 6tlwol OidM Un --LCI,- IryERMOhNtl UM „- UNLESS p+ANN OTBiNNSE.ALL PROPERI,ES NOTICE COUNTY OF SUFFOLK © e ,4P t2x T°"'"'°T SOUTHOLDE swen,.a mw - ; ¢�o....a.1....¢.,�. -- - SecUsuy Na (x1) [ '} R.O:IAe um -}-- ... wSOC � _ MNTEWWCE,NLTERATION,SALE OR (qR eal P roperty Tax ServiceA enc Y 12t ¢� G �`1 COunIY�Rlcr Rlv¢Teatl,N Y 11907 M Ste, 10.3 VILLAGE OF f WE IRM DISTRIBUTION OF ANY PORTION OF THE L E I� _ _ euN�I.nwU f UFFOLK COUNTY TNt NAP I6 PROHIDITEO NrF STRICT NO 12111, ie u� ---- - 1kNOOwln Lu,. y �- 1000PROPERTY MAP w e... to w-^ w iii a ase 0&14-01 0324-01 12-21-02 09-09-04 N7n7 4S]Ii1 t-16.0$ 0317-Q5 6.14-10 41. N i my s l 34.2 E. LEGIONRD. (521 \ K 7 9 10.1 11 12 13 >;y Y 4� ry^ 33.4 y, 4, 94-2 ? / 1.11Ad^ VIA w6, titi 33.5 1-5A g 'tgp.5� 1Q 01 U? SVSG e" 10 lop 01 5 14 • L'o' 2A � rqt Ary NN Ah � co +$ tib rA 01 o N!M.112r^ M1 r s ee. ' L P,oF-rr ornw u�. SubArimnLa n, ��+ Bna LR+I ---•-•--- ---- u�1n,+u u. ---Vol— rryeT,ImmLM. --n-- Lwuso aiwaonna+�w-s�ennE� NOTICE , . COUNTY OF SUFFOLK © E 1aZ TOWN OF SOUTHOLD SECTION NO E mw.. a swa.lw„ I rr.D:ea Ln. r--- ..r...1}..,,H.n. R ME NITHN1NE FaLovallo nsm�crs: G —�- enaleiEBro (21) gy(y No O -- -- sa1p0. 11R BflM1ER Y,YAS MAINTENANCE,ALTERATION,SALE OR ,fA Real Property Tax Service Agency Y 13? VILLAGE OF sue6r'won Ia Lm ---————- D..e a p,n1.,Lw --H-- I*m-i[w+nLw ^HBI-- rr� 31 poonmr DISTRIBUTION OF ANY PORTION OF THE 143 E --•--. - county Center Riverhead,N V 11901 1 I® N BlmamlBMr ^"' fly q,�.,� u. �nry LLr �— UW.peyrin Um --L-- d,u oei,in lx.--I,-- � — — eb+ SUFFOLK COUNTY TAX IS PROHIBITED 1 SCALE INFEET M D Paw.1 Ne 23 weu A,w 121A(tl)or 121A Tv..n Liiw `-�— vvLyynuw --F'—'� •���a��+l.tw--ewe— pneu�A. yy,Ty,yyl q WTHOUT WRITTEN PERMISSION OF THE �'s -�*S7w'• IN 0 16U 2� A I� DISTRICT NO 1222 -- waa,.a 121 A10 I.,.Um — --y-- REAL PROPERTY TAX SERVICE AGENCY �yrt P PROPERTY MAP OPNVSRS1eN ONrE.F+n 10.M11 Mhom 1 I.t 11.411 1.'1-30-92 1 �rv--�— --, li l^11 fE'� 06-2502 " 09-14-04 J 03 J' N i -- �,• x � .ya.a Ao3 f 1� a y . rte.. 3 01ell 'g 16 1 -le Ad lie 293 •.a It 4FA .Zh on qr 4 el '� sHacxwE `� 1 .d" Nsoil t� ,�s gJ Y1 NO + M a s ` s m p Hf If N11 1r' i6 'L°1 i' u k ur AA S 1n+ AS 4A yA s1 ,g as01 10 °~ O do fig } ,® as 96'3, tp ■a 1- 65 QD-� 00 a , °s .f "Al \G 6 a 1� H 7HB �a - SECTION NO L P„F.Ira Rx iti. La N• nw eeu Lrnr ----- wawa Dl.�aw ---ms-- rye..m Drna Lm. --K-- unless Drw^n+otNeRmeE.,uPRoreRnn NOTICE . COUNTY OF SUFFOLK © K tt TowN OF SOU7HOL0 E �„•,e„a.,,,•, —�— r,�l+..-..A...eAA�I. (21) O o.w u. —— __.—K ,wElrnmlN TNe'ouwnna asmlms:ee.�N ''ff.. E 1 A.b•HaLs �AEEV MNNTENANCE,ALTERATION,GALE OR � Real Property Tax Service Agency Y 144 C' •Kwwn r. D,....a o �a Ornn LN. ——w— oae1 LN• ——NST—— b nvgwlTu�€I-�3 NLLAOE OF E _ L� —L—— �M�M�——^—— DISTRIBUTION OF ANY PORTION OF THE .��ya County Center RE W FE Ytl,N Y X71101 M 1'IL 1 Y rr� #, UFFOLK GOUNIY TA%MAP IB PROHIBITED -TC23 IN FE EN PERMISSION OF THE A DISTRICT NO 1000 N s,..mlaw�. .�`.u,�.�,.•� , p PROPERTY MAP N i w. za ,.•• —M-1A •r^ —'- ��P�- u,•'—" • •..I _ ......�._ •�..� .A.....fI._ a✓�w —.f'�„� _ - - - - -- •., ._. ._ -_ --�aA[L�+k�Ql{I+ M5�111.ie4+) r+” *l�T .,<m..,..cs•. -`..l,Il IA�1k..aaw,` ,�_Ytu.swsl.><:.�e�.e s,_A.s.��4_.s... __ � AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: 9300 Route 25, Inc. Address: P.O. Box 1086, Westhampton Beach, NY 11978 Land Owner(if other than applicant): Land Owner Address: Description of Proposed Project: This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District. Property Location (road and tax map #): 9300 Route 25, ±141's/w/o Sigsbee Road & NYS Route 25, Mattituck; SCTM#1000-122-7-9 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-122-7-8.9: Mega Styl, LLC, P.O. Box 56, 1150 Old Main Road, Mattituck, NY 11952 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant/Agent Signature Date .................. ................ ............ ........................... .......................... . ............... ............. in ................ ... .................. -----............................... ......... .................. ....... FORM 140 ..................... JUM— SEI::: 31 NO I Ol SEE SEC.NO 114 11a11 014 7 MATCH", TF69-97 '1'w t fill= 0", i-4f, "MAI 0 fIU W014 (W24-?85-T 28 BBI a M ��U M U NO .3 114-12-046 01-21-99 24 ✓ 14 J 20A 16 1A(c) 1,011 FICL NO I'z 6-1 avb ik9-1fi k19 Al NJ 2?10 -I ., 2 iA,c AA 0 z 4 ­ S 1 14 5 35 0 NO 5—1, 270 I-1�7 A y4 Wil 16 Eas 0mc) t 3 91, 21 vl 14 Z 4 1 K4 21 1 Grua 67 r 8.9A N11 7 wen 51 04 16,06 14AAtol Pal Wwdi" Poll I RD KIR 31A� 3R P2-14-1 surror .............. u.1 36 o vIX17 3 1P. 7". 08-22-14M. Nj -L,11�- 30 4' 17 31j,", FOR PCL NO. irr w 6A 137 SEE SEC.NO 729-0 5 �w Y 0400 NN %25 J,js �IbA� 18 . ........... 19 z L -1A w 0- 7,6A SUFFOLK COUNTY WATER AL)THORI144 iP S 0A(M) 257,21) IJ 10.4A(c) 13.&A(c) IF, 1.0MOF All, :20 AA %0 u fez -7 0 9,.45A jig FOR PCL.NO. 1 SEE SEC.NO.A 121-05-005.1 \N 'WA A\ S, 411" Ib A FOR NO PPCL , CLNO 4P PE.EC V 'ON % MA MR11 ........... ........................--- RE ............................................................................ LINE MATCH 01. 4, SEE SEC.NO.126 NOTE:AN APPARENT OVERLAP CONDITION EXISTS WTHIN BLOCK 06 BETWEEN PARCELS 35.418 T4 C iw—t ......... ECT16N NO NOTICE COUNTY OF SUFFOLK K 42 TOMOF SOUTHOLD LL, E MINTEMANCE,M-TERATION,S�E OR Agency y 92, 143 "L. GE OF (21) ........ae Real Property Tax Service Age 122 DISTIVIII TIONOF�PORTIDNOFTH c...D,G..t.rRW.orhE.d,MY11901 122. t m ............— 1E.—ITED ,6, —N 1—_ sW E ——-------- ........ 42 Ewen .... ..... WTHOM M-EM PE....1—.1 T- A EI.TEIC I I.1 1IG00 N •.°' ....... P yP,,y PROPERTY MAP . ... ............ 11-111 zl:— ............ ------- ........... ......................... ........... .......... ........................................................--................ AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for at least seven days prior to the date of the public hearing on I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 4/29/16 Re: Pro osed Site Plan for Sports-.-East Fitness Club SCTM#s: 1000-122-7-9 Date of Public Hearing: Monda May 2 2016 6:03 p.m. Town of Southold PC/Codebook for Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date,place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town,which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition,the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail,return receipt requested,posted at least seven days prior to the date of the initial public hearing on the application,or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property,nature of relief or approval involved, and date, time and place of hearing. The applicant,petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 .. cu � o . � � �no O 0 W c= O z -h O O v -h �' 1 D o _ o Cl) -C k 6) � � � N M i � CA o N ' q .4D Zo 3 1 Cl) C N ft*4 > (1) CD Q r N � -� 1 -� o -P � t� -n R1 �. a = N N . 0 Z ao o �' N m Q . NomCl) -� o Cl) iw I 0_ °, CL0 0 � 0) o r . . a _ 0 CL c c; oo W cn a o ou W n C/) N (D n ■ cr-'L (D - 00 U� -; Moi - C m o Q cn =CD 91) C :r 0N CD 0 =� r X � � D Submission Without a Cover Letter Tf .......... ............. ..{��11.. -'Vm,�luU Sender: ... Subject. " SCTM#: 1000 - oZ ` Date: Comments: ,4 ,. bra , r-12=7. -, MAILING ADDRESS: OFFICE LOCATION: , so 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 www.southoldtownny.gov it PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 22, 2016 Mr. Christopher Dwyer L.K. McLean Associates, PC 437 South Country Road Brookhaven, NY 11719 Re: Proposed Site Plan for: Sports East Fitness Club 9300 NYS Route 25, ±141' s/w/o Sigsbee Road & NYS Route 25, Mattituck SCTM#1000-122-7-9 Dear Mr. Dwyer: I am writing as a follow-up to the Work Session held on March 21, 2016, where the Planning Board accepted the above-referenced Site Plan Application as complete for review. The Planning Board, its Staff, Town departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Very truly yours, t Brian Cummings Planner Southold Town Planning Uo r ti J rk Session — March /_1 2016 - Pa q!L2 Project Name: McCall Wine Production Facility ; SCTM#; 1.0.00-109-1-1311,81- Location: 22600 NYS Route 25, ±1,800' s/w/o Alvahs Lane & NYS Route 25, Cutchogue Description: This application is for the proposed construction of a multi-level 17,100 sq. ft. wine production and storage facility, including agricultural equipment storage, on a 1.8 acre reserve area (SCTM#1000-109-1-38) attached to ±35.8 acres of farmland (SCTM#1000-116-1-3.4) with Development Rights held by Suffolk County in the AC Zoning District. This facility will not be open to the public Status: Pending Action: Review referrals. Attachments: I Staff Report Project Name: 4 Fork _ ork United Methodist i SCTM#: 1000-63-1-15 Location. 43960 CR 48, Southold Description: This Site Plan is for the proposed construction of a 7,100 sq. ftplace of worship and 50 parking stalls on 2.45 acres in the Limited Business (LB) Zoning District Status: New Application Action: Review draft comments to ZBA and for application completeness, pp, Attachments Staff Report SEast Fitness Club... Project Name _portsb SCTM#: 1000-122-7-9 Location: 9300 Route 25, ±141's/w/o Sigsbee Road & NYS Route 25, Mattituck Description; TI.his Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 500' (75,000 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District. Status: New Application Review or completeness Action f , _ _ ........ ....... Attachments: Staff Report Project Name: North Fork Woodworks SCTM#: 1000-61-1-15.3 Location: ! 810 Traveler Street, Southold Description: This Site Plan is for proposed interior renovations to an existing 2,195 sq. ft. building to include an office and accessory apartment with 18 parking stalls on 0.46 acres in the Hamlet Business Zoning District. Status: j New Application Action_ Review for completeness. Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date March 21, 2016 Prepared By: Brian Cummings I. Application Information Project Title: Sports East Fitness Club Applicant: Sports East LLC Date of Submission: March 3, 2016 Tax Map Number: 122.-7-9 Project Location: 9300 Main Road Hamlet: Mattituck Zoning District: R-80 II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±20.83 acres (907,355sf) Building Size 82,500sf This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 550' (82,500 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 244 parking spaces on 20.8 acres in the R-80 Zoning District, Mattituck. III: Completeness Review See attached checklist for Site Plan Requirements, IV: Analysis 1. Existing: vacant/undeveloped 2. Proposed: a. 150' x 550' (±82,500sf) building with outdoor sports facilities as detailed in the thirteen (13) page site plan packet: T— 1 Title Page C — 8 Sanitary Plan C — 1 Existing Conditions C — 9 Sanitary Details C — 2 Tree Clearing Plan C — 10 Landscape Plan C — 3 Soil & Erosion Control Plan C — 11 Lighting Photometrics C —4 Proposed Site Plan Plan C — 5 Site Details 1 of 1 Watershed Plan C — 6 Grading & Drainage Plan C — 7 Drainage Details 1. 3. Bulk Schedule/Code Requirements (R-80 zone) a. Application for an Annual Membership Club use, which is listed as permitted by Special Exception (ZBA) §280-13 (13)(7) (a) No building or part thereof or any parking or loading area shall be located within 100 feet of any street line or within 50 feet of any lot line. (b) The total area covered by principal and accessory buildings shall not exceed 20% of the area of the lot. (c) No such use shall occupy a lot with an area of less than three acres. b. Lot Coverage i. Maximum: 20% ii. Existing: 0% iii. Proposed: 9.1% c. Landscaped Area: 20.5% (no minimum required in this zone) d. Setbacks for the proposed building (R-80) __.. ...... .. . Renu. ired . Provided m. ... �..., Front 556'11" _... ....... . ............... .... 214'5 Side (E) 20' ... ..........._---------- ._ ...._ 1 ),,..,....,,_-..,...., Side(W) .. 20 (45 comb 213'2" Rear yard,_... I'll75' 418'9" e. Parking (as provided): • 1 stall per 300 sf of gross floor area (51,484sf/ 300 = 172 • 5 stalls per court: 5 x 10 = 50 • Multi-Use Field: 1 stall per 2 players (22 players = 11 stalls) Total required = 233 stalls Total provided = 244 (including 8 ADA) 2 V: Staff Recommendations 1. It is recommended that the application be accepted as complete for site plan review; 2. Set the public hearing for May 2, 2016, at the public meeting scheduled for April 4, 2016; 3. SEQR: Declare lead agency and classify the SEQR action at the public meeting scheduled for April 4, 2016; 4. Send referrals: Town Board, Town Engineer, Building Dept., LWRP, ARC, Mattituck FD, Southold Fire Marshall, Code Enforcement, SCPC, NYSDOT, NYSDEC, SCWA, SCDHS and any other interested agencies; 3 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Sports East Fitness Club Completed by: Brian Cummings Date: March 21, 2016 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed Site Plan application form. (2) The Site Plan review fee, as specified in Subsection B below. Editor's Note: See now § 280-138, Fee schedule for Site Plan applications. (3) A completed environmental assessment form. (4) Nine copies of the Site Plan. (5) Four copies of a property survey, certified by a licensed land surveyor. X B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. 4 (b) The name and address of the landowner on record: 4 [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the 4 applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given 4 to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 4 feet of the subject property, indicate the distance to the nearest intersection with a public street. (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest 4 tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas N/A dedicated to public use within or adjoining the property. 1 Checklist for Site Plan Application Completeness Southold Planning Department (i) A complete outline of other existing easements, deed 4 restrictions or covenants applying to the property. (j) Existing zoning, including zone lines and dimensions. (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as J follows: [1] Alignment and schedule plan. [2] Grading and drainage. 4 [3] Landscaping. 4 [4] Other, e.g.„ site utilities. J (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States �I Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands N/A and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, �l ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, Two containers as defined in § 280-4 of this chapter, and all uses of the �l site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. N/A (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and Existing well aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the subject property. 2 Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: : Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property 4 lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas 4 and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address 4 systems. (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. 4 (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) 4 and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where. applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, 4 Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity 4 and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any 4 alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. 4 Notes: N/A = Not Applicable Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness IIIIIIIIIIIIL. K. McLean Associates, A C 437 South Country Road @ Brookhaven - New York a 11719 CONSULTING ENG NEERS (63 k)286-8668 - DAX(6x3 4) X86,,.(31 4 Associates Pi.-.UGENr :::F.DALY,P.E.,P�f.O.E °m,PR:ESKN::.:NT and C.E.O. CHRPs roPHER F'.DWYER RAYMON11)G. DBASP.FUE,P,TOJ:L r",p: g p rm,EX11::.:CUTWE.=E PRESHX::.:NT ROK..:RT A.ST�:.�:rl�E, P".E. DAMEL P JBIDUCKA,PI.S.,\ACE PREVDENT JAMES L.DeKOMNG,P.E. S Y EVEN W.0SEN11:.IERG,PJ::-�, ANDREW B.SPUSH.:R MA ff" HE.W C.JEDLICKA,LJ:::ED AP March 16, 2016 Town of Southold Planning Department - Town Hall Annex Building ,A A F,, 54375 Route 25 P.O. Box 1179 Southokl Nwn _,__V`],jpHmu Board Southold,NY 11971 Attn: Ms. Heather Lanza AICP, Planner Director Re: Sports East LLC—"Sports East Recreation Club" Site Plan Application Submission (02)—4 remaining stamped plan sets. Project#: 16029.000 (SCTM4: 1000-122-07-09) Dear Ms. Lanza: As consulting engineers to Sports East LLC (Mattituck New York), L.K. McLean Associates is hereby submitting the remaining (4) plan sets as part of the second (2nd) Site Plan Application package for the project known as Sports East Recreation Club for your Department's review and distribution to members of the Town of Southold Planning Board. Our client met with your office on March 15, 2016 regarding a separate matter and provided five (5) stamped plan sets. If your office should have any questions relative to this preliminary site plan approval submission please do not hesitate to contact this office directly. Very truly yours, Christopher F. Dwyer, Associate CFD:cfd L.K. McLean Associates PC Enc: (1) Updated Plan Set CC: Paul Pawlowski, Sports East LLC LKMA File Copy w/enc. - Founded in .1.950 LIUKAL. K. McLean Associates, P.C 437 South Country Road a Brookhaven * New York ® 1.1719 CONsui..'rTNG ENGINEERS (631)286-8668 - FAX(631)286-6314 Associates EUGENE F.DALY,P.E.,P.T.0,E.TM,PRESIDENT and C.E.O. CHRISTOPHER F.DWYER RAYMOND G.DiBIASE,P.E.,P.T.O.E TM,PTP-,EXECUTIVE VICE PRESIDENT ROBERTA.STEELE,P.E. DANIEL P.JEDLICKA,P.L.S.,VICE PRESIDENT JAMES L.DeKONING,P.E. STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER MATTHEW C.JEDLICKA,LEED AP .ryA March 14, 2016 Town of Southold Planning Department- Town Hall Annex Building 54375 Route 25 P.O. Box 1179 souMohi Down Rlanipinq b1ard Southold,NY 11971 ...... Attn: Ms. Heather Lanza AICP, Planner Director Re: Sports East LLC—"Sports East Recreation Club" Site Plan Application Submission (#2) Project#: 16029.000 (SCTM#: 1000-122-07-09) Dear Ms. Lanza: As consulting engineers to Sports East LLC Ne,w York), L.K. McLean Associates is hereby submitting a second (2nd) Site Plan Al,)pfication package for the project known as Sports East Recreation Club for your Department's revieNv and distriliu[ion to members of the Town of Southold Planning Board. Pursuant to our meeting on March 3, 2016 we submitted most of the items on the Town's checklist. The plans at that time were marked draft. This submission includes updated plans that include completed sanitary system plans. We still intend on exploring an alternative on-site sanitary disposal system design. However, for the purposes of advancing the submission through the multi-agency approval process a conventional system is shown for now. Once we hear back from Aqua-Point and the specific design parameters for their Bioclere (single-stage) system we will update your Department accordingly. The other main difference is the two-way roadway along the west side of the site, which should assist the NYSDOT with their review of the project. Our office is providing the following documents for your review and use; • Updated Site Development Plans by LKMA • Updated Grading and Drainage Plan with Calculations (part of plan set) by LKMA • Updated Landscape Plan by LKMA (part of plan set) • Updated Lighting Plan by LKMA (part of plan set) Our office looks forward to working closely with your Department and all involved agencies on this exciting project in Mattituck. If your office should have any questions relative to this - Founded in s LIK&A L. sMcLean Associates, s s preliminary site plan approval submission please do not hesitate to contact this office directly. Very truly yours, a Christopher F. Dwyer, Associate CFD:cfd L.K. McLean Associates PC Enc: (1) Updated Plan Set CC: Paul Pawlowski, Sports East LLC LKMA File Copy w/enc. IIIIIIII �IIIIIIII��, L. K. McLean Associates, .P.C Project Name: Sports East Recreation Club UPDATED: 3/14/16 Applicant: Sports East LLC PO Box 783 " Mattituck,New York (631)445-4348 ` tl .i Address of Project: 9300 Route 25 (+/- 141' s/w/o Sigsbee Road & NYS Route 25 ' t Mattituck,New York 11952 SCTM: 1000-122-07-09 FULL ENVIRONMENTAL ASSESSMENT FORM—SUPPLEMENTAL NARRATIVE The project known as "Sports East Recreation Club" is located on Route 25 (Main Road) in the western Mattituck area. The site itself is bound by NY-25 (Main Street) to the north, residences along Sigsbee road to the east, an existing horse farm to the west and a wooded area to the south. There are no structures situated on the property which is mostly wooded with some small sections that were previously cleared. The property (20.82 acres or 906,919 SF) is zoned"R-80" —Residential. The scope of the project consists of the construction of a sports recreation complex comprised of 5 outdoor tennis courts, 1 outdoor artificial turf multi-purpose field, parking areas, entrance and exit roadways and an indoor recreation center. The project would require clearing along the center of the parcel leaving existing wooded buffers to the east, south and north. Most of the existing wooded areas are dominated by trees of 6" caliper or greater. Specific details of the proposed clearing will be defined in the Final Site Plan. The general nature of the proposed action (D 1-A) will be to construct a private multi-use indoor/outdoor recreational complex (occupying 38.23 percent of parcel or 16,654 SF). The proposed action is not a subdivision (D 1-D) and will not be constructed in multiple phases (D 1- E). The project includes the construction of a new non-residential building which will be 82,500 of conditioned area (D 1-G). The height of the building will not exceed the maximum allowed building height for a recreational structure. The Proposed Site Plan has shifted the proposed site development approximately 21.5' from what was shown on the previous Sketch Plan (by BBV) to the west to provide a greater buffer (80.5' rather than 59') to the east property line. The applicant feels this is an improvement to mitigate both noise and visibility to the residential lots situated to the east of the property. Please refer to plans for details. Based upon the topographic survey of the property, the site is pitched from north to the south (5' difference) and is almost completely occupied by a wooded area. There are little to no impervious surfaces (asphalt or building) currently present on the property. There is no stormwater management system installed on the property. The project includes a subsurface drainage system comprised of precast concrete catch basins, leaching pools and permeable areas (crushed stone) in order to provide 2" of storage on-site. The proposed action intends to physically disturb a total acreage of 7.96 along the 20.82 acre site which will be owned and controlled by Sports East LLC. The new stormwater management system contains all stormwater runoff on site in accordance with the NYSDEC Stormwater Runoff Design Manual and Town Code(Chapter 236). LIKAIA PC L. K. McLean Associates, The proposed action will be supplied with public water (not containerized), gas utility (up to 1.6 million BTU), electric (commercial use) and have a subsurface sanitary system using alternative leaching galleys in order to increase the distance between the leaching structure and groundwater table. With the exception of general site preparation, grading, utility installations and excavation for foundations that project does not include any off-site excavation, mining or dredging during construction or operations (D2-A). Based upon the location of the site, the Sports East Recreation Club project will not result in the alteration of, increase or decrease in size of, or encroachment into any existing wetland, waterbody, shoreline, beach or adjacent area(D2-B). The proposed action will create a new demand for water from the previous use of the vacant site (D2-C). The project will be serviced by the Suffolk County Water District. There is a water main of adequate size (16" on the north side of NY-25) to service the proposed action and thus no extension or capacity expansions are necessary to supply this project. As defined in the LEAF the approximate daily water usage for this project is estimated to be 15,000 gallons based upon our design standards. It is likely that the project would require a 2" domestic water service and a dedicated 4" fire line service for the building's fire suppression system. The applicant will schedule a hydrant pressure test or obtain historical information for the purpose of designing a fire suppression system. If adequate pressure is not available from the Suffolk County Water District's water main on NY-25, a booster pump would be included in the design of the sprinkler system. The new recreational building will generate approximately 3,680 gallons of sanitary wastewater per day (132-13). The proposed site is not located within any public sewer district and will therefore use a subsurface sanitary system designed and built in accordance with SCDHS standards. The applicant understands the Town's concern of groundwater pollution from the sanitary system wastewater. The applicant's design professional has met with the Suffolk County Department of Health Services to discuss the possibility of an alternative on-site sewer disposal system. The County asked that the applicant submit a standard system for the purpose of knowing that a conventional system can be installed at the site. The plan submitted to the Health Department on March 14, 2016 uses low-profile leaching galleys rather than conventional deep leaching pools in order to increase the effective depth to groundwater. Although the site is not burdened by its size, proximity to the groundwater table and is not located near any regulated wetland, the applicant has contacted Aqua-Point (included as an approved advanced system in the SCDHS's Study) and is in the process of preliminary design (sizing of system, type of system) and cost feasibility for an alternative on-site sewer disposal system. Specifically, a single stage Bioclere installation would be installed to replace the standard septic tank feature of the conventional sanitary system design. If required, the alternative system would reduce the total nitrogen levels found in the normal effluent (bathrooms, showers,juice bar) by approximately 80 percent or from approximately 50 - 65 mg/1 to 10 — 15 mg/l. If(1) the Suffolk County Department of Health Services feels that this is an appropriate application for this site and (2)the Town of Southold requires such a system in order to issue a negative declaration for its determination of significance for this action then the applicant is willing to include such a system with the project. LIUKA L. K. McLean Associates, The proposed action does disturb more than one acre and will create new stormwater runoff(D2- E). The project increases the area of impervious surfaces (from 0% down to 22%) and contains all stormwater runoff within the confines of the property. A Stormwater Management Control Plan (with details) will be included in the plan set to control the migration of sediment during construction and post-construction. All stormwater (roof and exterior sheet flow) will be directed into drainage inlets/trench drains which eventually are connected into standard precast concrete leaching pools. The drainage system will contain covers in order to be maintained free of sediment and debris. The proposed action, construction of a private recreational club, will not generate any air emission sources (D2-G) nor will the proposed action generate or emit methane gas (D2-H). The project will not result in the release of air pollutants from open-air operations or processes. Sports East Recreation Club will not result in a substantial increase to traffic above present levels or generate a substantial new demand for transportation facilities or services (D2-J). A traffic impact study is in the process of being prepared by Dunn Engineering (Westhampton) and will address these concerns in detail. Once completed the impact study can be forwarded to the New York State Department of Transportation (NYSDOT) for their review. Pedestrian access and safe turning motions from Route 25 to and from the proposed recreational facility will be addressed. The current plan shows pedestrian access improvements along the entire frontage on Ny-25. The applicant has proposed a dedicated exit roadway along the east side of the site with a right-turn (eastbound) only traffic pattern which will separate exiting traffic. All westbound exiting vehicles will use the entrance/exit(2-way) roadway located along the west side of the site which is an acceptable distance away from the signalized intersection to the east (Sigsbee Road & NY-25). It is likely that the NYSDOT will require a left turn land for westbound traffic to safely enter the site. The existing width of the roadway could support such a lane re-assignment or re-striping. The applicant is confident that proposed action will not adversely impact current traffic patterns on Route 25 based upon the configuration of the site and as substantiated by the findings of the traffic impact study. With respect to "parking" as a component of this project, the site of the Sports East Recreation Club project will provide the required amount of parking stalls needed to support the proposed uses. The manner in which various site features were assigned parking is defined on the Site Plan. It is unlikely that every feature located on the site will be used simultaneously, but if that it is the case then the site would be able to support such a peak occupancy. In the winter months it is unlikely that the outdoor features will be used and as such will likely have more parking than what is needed. During the limited construction phase of the proposed action, there will be times when noise will exceed existing ambient noise levels (D2-M). The site is located on Route 25 with commercial properties situated in the immediate vicinity of the site and residential lots to the east. As mentioned earlier in this narrative, the applicant has increased the buffer (21.5' further) to the east property line in order to address noise to the extent possible. Many of the activities are in- vessel and as such will decrease the overall noise levels. The outdoor field is situated in the front (north end) where noise from normal traffic on Route 25 is greater than the other surrounding areas of the site. The applicant plans on installing tall arborvitaes (5' minimum height) not only to provide additional screening but to knock down noise levels. The project sponsor will control LIUKA L. K. McLean Associates, when those levels will be exceeded through careful means and methods (equipment, scheduled timing of certain operations, specific locations of noise generating activity) and will look to minimize noise levels from exceeding the existing ambient noise levels. Once construction is complete, any noise generating equipment (air handlers or condensers) will be located at heights and areas that will mitigate noise pollution. The applicant's monitor would utilize a noise meter in order to maintain compliance for continuous sound-in-air and impulsive levels from any noise source from the project. Monitoring would be implemented when noise generating construction activity is scheduled. Although specific maximum thresholds are defined in the Town Code, the monitor would record ambient noise levels of the surrounding area as well. Exterior lighting will be energy efficient, dark sky compliant and installed in strict accordance with the Town Code. The applicant has prepared a Lighting Plan (including photometric survey of site) that will meet the Town standards. Most of the exterior site lighting will be pole mounted. All fixtures will be pointed downward (full cut-off) and will eliminate any light spillage beyond the developed area. The proposed action will not produce odors for more than one hour per day (D2-0). During clearing and earthmoving operations the applicant will use dust suppression methods (water) in order to minimize dust and or any odors resulting from construction activity. During and after construction the applicant will make sure that trash and fugitive litter is controlled with adequate trash receptacles and a centralized trash dumpster that is serviced regularly. The Proposed Grading and Drainage Plan promotes surface and roof runoff and eliminates any stagnant stormwater from creating unpleasant odors. The Sports East Recreation Club project will be serviced by natural gas and as such will not include any bulk storage of petroleum or chemical products (above ground or below) within the building or on the site (132-P). The proposed action will not involve the commercial generation, treatment, storage or disposal of hazardous (D2-T) or solid waste (D2-R). The applicant has plans on minimizing vegetated areas that would require fertilization. Most areas along the perimeter will have a wood mulch ground cover and will not propose the use of pesticides (D2- Q) Following this narrative you will find various support documents referenced earlier which were used to substantiate the answers found in the Long Environmental Assessment Form for this proposed action. 9 IDl µyr F, IryIryrrlI �UUUWY� ><rnuJ�fGPNMf ...........................................V1Wh�lVJIM6 ' co cl II 9Y i it �jW � Ogg ISA � �n cid ji V q I'D � r v ) �,V loIwmwm COm mai I � r I i WmluWm� r l jll l M co F IITI f , } aM i �i. flxaria ffi m .:ij '�nuwr n Bx uoinnum N',17 UI I m, � v ............. ........... z 'CL z W o LJ 11 ID LJ <r < LAj Ln cu U < rx & U.1 _j CU -j CL UA Co _j X cr, z z pf 'ZEm @ MPn L) z a. LLJ "" mLZ Z LLJ Ln L11 OD ® @ V LA owl C3 PIN Ld z KIN tel tlN oo, lilt, I r 0 LLJ = :9 biC, -i N 4z ;r cu CL li M ce L'i cu L LIP tllt L.J bD 'g r z 3 13 LAJ a C3 tAj I - - Q Im Li z p- iE P, — " C3 iD Go m L-j w -J E.3 W -J =D 40 E P a = z w w I� - > 8 .4 ej m ,W....... L� TOM Dear Southold Town Planning Board, It is my understanding that you and the Zoning Board will soon be determining whether or not to grant a special exception to Paul Pawlowski so that he may continue with his plans to build a colossal sports complex on the Main Rd. in Mattituck. Gentlemen, I and many of my neighbors are aghast at this proposal. The complex will feature a right turn only coming out of it, so for those traveling west, Sigsbee Rd. will be the natural first turn most westbound travelers will make so that they may then continue with another right turn onto Peconic Bay Blvd. Sigsbee Rd. has been burdened with an ever increasing amount of traffic since the CVS and 7-11 were built. But beyond us feeling this will be the last straw for Sigsbee Rd., we are terrified as residents of Mattituck about the car traffic this will add to the Main Rd. and the danger this poses to children either walking or riding bikes to this private sports complex. On another note, this residential lot does not seem to support this kind of business and the usage as a sports complex seems like an exploitive interpretation of the code for the benefit of the developer, who time and again submits commercial plans and then pats himself on the back for promising to donate some remaining acreage in preservation. It seems to me that this stretch of road has been degraded to such an extent that any further development (beyond the 8-10 residential houses that it is zoned for) would be considered reckless and ultimately regrettable. I understand those 8-10 houses would allow for a "club" or in this case a "health club" for the benefit of those houses, but a 100,000 square foot sports complex is probably not what they had in mind. For the developer to exploit the code in this way and then claim the project is for the public good is disingenuous. This stretch of road is as ravaged as any in Riverhead and there is no good excuse to continue to degrade it further. The manipulations and promises from developers, (local or otherwise) should not fool anyone. These decisions are rising to critical mass as even the seemingly smallest bit of negative environmental impact might charge the biggest costs as our area has become so very vulnerable these last few years. There is simply no such thing as too protective. I thank you for your time and consideration. All the best, Joy Ellinghaus � mI n Dear Ms. Lanza, Iann'iq Boaiid It is my understanding that you and the planning board will soon be determining whether or not to grant a special exception to Paul Pawlowski so that he may continue with his plans to build a colossal sports complex on the Main Rd. in Mattituck. Ms. Lanza, I and many of my neighbors are aghast at this proposal. The complex will feature a right turn only coming out of it, so for those traveling west, Sigsbee Rd. will be the natural first turn most westbound travelers will make so that they may then continue with another right turn onto Peconic Bay Blvd. Sigsbee Rd. has been burdened with an ever increasing amount of traffic since the CVS and 7-11 were built. But beyond us feeling this will be the last straw for Sigsbee Rd., we are terrified as residents of Mattituck about the car traffic this will add to the Main Rd. and the danger this poses to children either walking or riding bikes to this private sports complex. On another note, this residential lot does not seem to support this kind of business and the usage as a sports complex seems like an exploitive interpretation of the code for the benefit of the developer, who time and again submits commercial plans and then pats himself on the back for promising to donate some remaining acreage in preservation. It seems to me that this stretch of road has been degraded to such an extent that any further development (beyond the 8-10 residential houses that it is zoned for) would be considered reckless and ultimately regrettable. I understand those 8-10 houses would allow for a "club" or in this case a "health club" for the benefit of those houses, but a 100,000 square foot sports complex is probably not what they had in mind. For the developer to exploit the code in this way and then claim the project is for the public good is disingenuous. This stretch of road is as ravaged as any in Riverhead and there is no good excuse to continue to degrade it further. The manipulations and promises from developers, (local or otherwise) should not fool anyone. I hope we can rely on you and that your goals today remain as they were last August: "the prevention of overbuilding and "retail sprawl" similar to Route 58 in Riverhead". I am attaching a letter of mine that was printed in last week's Suffolk Times saying as much. These decisions are becoming more important as even the seemingly smallest bit of negative environmental impact might charge the biggest costs as our area has become so very vulnerable these last few years. There is simply no such thing as too protective. I thank you for your time and consideration. All the best, Joy Ellinghaus From: Subject: Your letter Date: February 29,2016 at 6:48 PM To: Joy Ellinghaus joyellinghaus@icloud.com 11 Joy here is a 011 your letter to the editor. 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K. Meldean . .sI ociates, RC 437 Souffi Country Road a Brookhaven a New York a 11719 CONSULTING IE NGINEF"RS (631)286-8668 - FAX(63 f)286 6314 Assodates ................- C1 IRIS EUGE'NE F�.DALY,PE,P.F O,Eym,F)R1:..:.S1[)1E.:NT arid C,E.O. FOPI flEEIR F D::NY,P.E1::.::R .. EE RAYMOND G. DUASE,F1,111. Fl.f.O.UK4, PTF)rm, :..:.XECUT1V1:..:.V10E ::)RESIDIENr R08ii ii�r PL S f"EE li JAME.::S L.DeKOINING,P E DAINU.:-:1 Fl.J1:..:.N UK&P.L.S.,VICEE PRESIDI:Nr S FEV1::.:1q..W.EdISENBEIRG,FUE-1 ANIDIREW B,SF-11E1S1::.::1 k MAT 0 ff::.W C.JEEDUCKA,LIEED AP March 3, 2016 Town of Southold Planning Department - Town Hall Annex Building 54375 Route 25 P.O. Box 1179 ORIGINAL Southold,NY 11971 Attn: Ms. Heather Lanza AlCP, Planner DirectorLGV Re: Sports East LLC —"Sports East Recreation Club" 0) Site Plan Application Submission Project#: 16029.000 (SCTM#: 1000-122-07-09) ill owin Pkiank,q,j Board Dear Ms. Lanza: As consulting engineers to Sports East LLC (Mattituck New York), L.K. McLean Associates is hereby submitting a Site Plan Application package for the project known as Sports East Recreation Club for your Department's review and distribution to members of the Town of Southold Planning Board. As you are aware the property is zoned R-80 (Residential) and the recreation club would have a private membership. Our office was provided with memorandums and previous information shared with your Department in order to prepare the following documents; • Site Plan Application Form • Fee - Check payable to Town of Southold from Sports East LLC • Applicant's Affidavit Q'i-apsictiopal Disclosilre Form) ,,e` ............ 'e'"". '""........... ""'........... Agent Authorization Letter • LWRP Consistency Assessment Form (five pages) • Full Environmental Assessment Form(EAF- Part One) with Supplemental Narrative And supporting documents. Proof of Lot Recognition pursuant to Town Code §280-9 Lot Recognition(Property Deed). • Survey Prepared by Licensed Surveyor or Civil Engineer (Four copies) by BBV • Existing Conditions Plan by LKMA (part of plan set) Site Development Plan (Nine copies) by LKMA Grading and Drainage Plan with Calculations (part of plan set) by LKMA • Floor plans by Jeffrey Sands AIA - .F'ounded in 7950 - IIS L. K. McLean Associates, • Landscape Plan by LKMA (part of plan set) • Lighting Plan by LKMA (part of plan set) • Building Elevations & other Architectural Review Materials( w , This submission does not include a Notice of Disapproval from the Building Department which was submitted to your office earlier. The main differences between what was discussed earlier by the Applicant and this submission is (1) the development has shifted to the west approximately 21.5' further from the eastern property line where residential lots are situated, (2) the offering of a low profile sanitary leaching system that creates a greater distance to groundwater and lastly (3)the inclusion of improvements along the State right-of-way. Our office looks forward to working closely with your Department and all involved agencies on this exciting project in Mattituck. If your office should have any questions relative to this preliminary site plan approval submission please do not hesitate to contact this office directly. Very truly yours, „z .A Christopher F. Dwyer, Associate CFD:cfd L.K. McLean Associates PC Enc: (15) CC: Paul Pawlowski, Sports East LLC Jeffrey Sands AIA, Project Architect David Desmond Esq, Project Attorney LKMA File Copy w/enc. 1rL.�W,F0LH' C01JN .Y 'WAT'.EH AUTHORITY 4060 Sunrise V llig way, Oakdale, New York '11769 0901 February 16, 2016 Paul Pawlowski ORIGINAL PO Box 783 Mattituck NY 11952 Re: Water Availability—9300 Main Rd,Laurel SCTM# 1000-122-7-9 BP#2000391517 Dear Mr.Pawlowski: We have received your request for information regarding availability of public water service to the above referenced property. There is an existing water main available to the above captioned property from Main Road. Connection fees, which include any applicable water main surcharges,Key Money or directional bore fees, will be required for service line installations, as well as service line and RPZ applications and inspections. An RPZ device is required on commercial properties. If you have any further questions or would like to proceed with application for service, please contact at our New Construction Department at(631)218-1148. Sincerely, Lisa Cetta Manager LC:lap OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex F4 ,�' � �, P.O. Box 1179 54375 State Route 25 ��� ° �� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) X �5 Southold, NY q Telephone: 631 765-1938 r; www.southoldtownny.gov s PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, ZBA Chairperson Members of the Zoning Board of Appeals From: Donald J. Wilcenski, Chairman OVX(-,- Members of the Planning Board Date: January 25, 2016 Re: Request for Planning Comments for ZBA#6914 Sports East Fitness Club Located at 9300 Route 25, ±141's/w/o Sigsbee Road & NYS Route 25, Mattituck. SCTM#1000-122-7-9 The Planning Board has reviewed the Special Exception Application referenced above. As you are aware, the standards that the Zoning Board of Appeals considers for Special Exception uses, as outlined in Sections §280-142 and §280-143 of the Southold Town Code, relate to assessment of traffic and pedestrian safety, and potential impacts to natural resources, community character, and quality of life. All of these issues are examined in the State Environmental Quality Review (SEQR) process which the Planning Board will be conducting as part of the Site Plan review. The Planning Board has received a partial Site Plan Application and is prepared to make preliminary comments; however, the review of the applications should be concurrent. It is recommended that the SEQR analysis on this Site Plan be coordinated with the Zoning Board of Appeals as an involved agency to benefit the applicant. We reviewed the proposal for its consistency with the Town's Comprehensive Plan. Upon reviewing the draft Parks and Recreation Chapter completed as part of the Town's ongoing Comprehensive Plan Update, the Planning Board found that there was strong support for a facility of this type to be located somewhere in the Town. An online survey was conducted regarding citizen support for added recreation facilities and 80% responded that an indoor swimming pool was a top priority. In addition, Goal 2.2 of this Sports East Fitness Club Page 2 of 3 January 25, 2016 draft chapter contains an objective to research how to attract or create a sports complex that includes an indoor swimming pool and recognizes that this would require private funding to accomplish. The draft Parks and Recreation Chapter referenced above includes an objective in Goal 2.2 that notes an overuse of the playing fields already existing in Southold Town and calls for the creation of more soccer fields. The subject application includes two soccer fields. Also, Goal 4 of the chapter is to initiate a town-wide wellness campaign to improve physical and mental health. Adding opportunities like the proposed sports complex is consistent with this goal. Although this is a draft of a future comprehensive plan that has not yet been adopted by the Town Board, there was considerable public input that was favorable to the goals. Another indication of whether a proposed development is consistent with the Town's Comprehensive Plan is how it fits into the current zoning. In this case, the use is considered by the Town's Building Department as fitting under the Special Exception section of 280-13 B as a membership club. Under that section of the zoning code, the use must meet certain conditions, all of which the Building Department found to be met as indicated by the Notice of Disapproval, dated December 12, 2015, which makes no mention of any variances required. The use exceeds, or is able to exceed all the requirements in the Town Code for such a facility, including the minimum property size and setbacks. Although the proposed project initially appears to be consistent with the Town's Comprehensive Plan, it is a large project for this town, and potential adverse impacts relating to the development and operation of this site must be examined to ensure they do not degrade the health, safety and welfare of the residents and neighbors. Potential adverse impacts, including but not limited to, traffic, noise and groundwater pollution must be investigated to determine their significance, and whether additional steps can be taken to mitigate or remove the impacts entirely. A Traffic Impact Study will provide information about the amount and intensity of traffic the site will generate and whether there is any way to mitigate traffic impacts. Creating turning lanes to alleviate backups on Route 25 is one common traffic mitigation strategy. It appears that the right-of-way width for Route 25 at this location is wide enough to accommodate turning lanes; however, this is an issue that would need to be reviewed by the New York State Department of Transportation. Noise can often be mitigated by distance and screening. The large size of the parcel will allow for setbacks that are much larger than the code requires and maximizing the distances to existing residences may provide mitigation to noise impacts. Potential groundwater pollution from septic system wastewater could be mitigated through advanced wastewater treatment systems now available and permitted by the Suffolk County Department of Health Services. As mentioned above, the SEQR analysis will accomplish this investigation into the potential adverse impacts. Coordinating the SEQR review amongst the permitting Sports East Fitness Club Page 3 of 3 January 25, 2016 agencies, with the Planning Board respectfully requesting Lead Agency, is recommended. Thank you for this opportunity to provide comments. If you should have any questions or require additional information, please do not hesitate to contact this department. Southold Town Planning Board Work Session — .January 11 2016 - Page Project N11 ame: Mazzoni, 500 Sound view Drive, SCTM#: 1000-13-2-8.2 LLC Location: 500 Soundview Drive, approximately 782' to the north of NYS Route 25 j and 256' to the east of Sound View Drive, Orient Description: This proposal is for a Standard Subdivision of a 22.94 acre parcel into 5 lots where Lot 1 = 2.27 acres, Lot 2 = 1.67 acres, Lot 3 = 2.13 acres, Lot 4 = 0.59 acres, Lot 5 = 16.28 acres inclusive of a 1.21 acres right-of- way, 8.58 acres of Open Space and 6 acres of a Conservation Easement held by the Peconic Land Trust (PLT) located in the R-80 Zoning District. Status: ( Conditional Sketch Appro val Action: Review for SEQR Determination. Attachments: Draft SEQRA document Pro ect Name: Sorts East Fitness Club SCTM#: 1000-122-7- 9 Location: 9300 Route 25, ±141's/w/o Sigsbee Road & NYS Route 25, Mattituck Description: This Site Plan is for a proposed multi-sport membership club consisting of an outdoor soccer field and five (5) tennis courts, a 150' x 500' (75,000 sq. ft.) building to include a pool, basketball court, soccer field and space for physical fitness activities with 224 parking spaces on 20.8 acres in the R-80 Zoning District. I Status .. New Application Action Review for comments to ZBA. Project Name: Verizon Wireless at East Marion SCTM#: 1000-31-3-11.31 Fire District Location: + 9245 NYS Route 25, 525' w/o Stars , Road and NYS Rt. 25, ,East Marion Description: This Amended Wireless Communications Application is for a proposed Verizon Wireless co-location of an interior mounted antenna within the concealment cylinder between 90' and 100' above ground level of the approved 110' antenna support structure/tower with a diesel generator, associated ground equipment and additional landscaping behind the existing firehouse. There are ±9,800 sq. ft. of existing buildings including the main fire house and associated accessory structures, all on 3.1 acres in the R-40 and Hamlet Business Zoning District. Action. Rev elw referrals. _ I .. Attachments: Staff Report Discussion: ➢ Draft Planning Board Monthly Report for December 2015 Submission Without a Cover Letter V-� t1 LLWk ,O)C Sender: k alm,°nir'i �oo Subject: 7- D, Ali 1, SCTM#: 1000 - �r- �f ���� �.)� �: age it4 i��l�� i�r�°Hp Date: Comments: lex-OA-0-11 W IV& ` 'O- �r�iX1 r S 1 Ze oL7*107 4 IJP-7& ✓ G � `s T I i�hT E C E O V DEC 1 4 2015 Dear Planning Board Southold Town Planning Board I would like to submit for a proposed Private Sports Facility located at 9300 Main Road Mattituck. Please know that I have also submitted to the ZBA for a "special exception" I have attached a cover letter that gave to the ZBA which explains the project. With this current application to you I have enclosed the following items for your review 1. 3d rendering to show you the proposed project 2. Survey of existing property 3. Sketch plan of proposed project 4. Application itself S. Short form environmental form 6. Zba application 7. Lw#form 8. Applicants affidavit 9. Notice of disapproval 10. Proposed floorplan I am submitting the sketch plan to start this process with the planning board, Since a "special exception" is needed from the ZBA I hope that what I am submitting is enough to get the ball rolling so that you can give your comments to the ZBA. I am willing to submit whatever else you need from me however the following items are expensive to do and without knowing if I will get ZBA approval I ask you what else you need from me? If I do get ZBA approval I will do exactly what is needed by the planning board and I look forward to developing a very nice site plan with you. Please let me know what the next steps are in this process and if you need me to do a full lighting plan, landscape plan, drainage plan and parking plan prior to knowing is ZBA will approve ? Thanks in advance for your efforts Regards Paul Pawlowsk SOUTHOLD PLANNING DEPARTMENT SITE PLAN APPLICATION REQUIREMENTS SUMMARY The following is a summary of the items typically required for a complete site plan application (See the Site Plan Application Guide for further information &relevant Town Code sections): Site Plan Application Form Fee. Check payable to Town of Southold (see Town Code §280-138 for fee schedule) X, Notice of Disapproval from Building Department ,°� q.,i � BNl li i'111"Ill�:i) 11 Y" � 111111l.JC �\1"���"llf" X Applicant's Affidavit Agent Authorization Letter LWRP Consistency Assessment Form (five pages) Full Environmental Assessment Form (EAF-Part One—digital fillable forms available online at the NYSDEC website) (Short Form EAF may be sufficient—this is determined at the pre-submission conference in Planning) Proof of Lot Recognition pursuant to Town Code §280-9 Lot Recognition Survey Prepared by Licensed Surveyor or Civil Engineer(Four copies) X Existing site conditions(can be part of Survey required above), including buildings,pavement, drainage structures, utilities and the following natural features: o Topography o Wetlands, water bodies o Woodlands o Dunes, beaches, etc. o Trees>/= 6" dbh o Slopes 20%or greater o Flood hazard areas o Cultural & historic features within 500' of property boundaries Site Development PlanJ��mlc7� . ) o Proposed buildings, parking, curbs, sidewalks, driveways, signs, other improvements o Location, name &width rights-of-way within 500' of property lines o Location and use of all buildings and structures, including curb cuts, within 200' of the property boundary. o Show all easements and required setbacks on the plan o Describe all covenants or restrictions and/or easements on the property o Key map of location& owners of all properties within 500' X Grading and Drainage Plan with Calculations (if not included in site plan) K Landscape Plan (if not included in site plan) ❑ Lighting Plan (see "Guidelines for Good Exterior Lighting Plans") X Floor plans X Building Elevations &other Architectural Review Materials as necessary - see the Architectural Review Committee Checklist. Site Plan Application Requirements Summary 10/21/2013 SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION FORM Site Plan Name and Location Site Plan Name: sports East Recreation Club .......................... Application Date: 3 3 2016 Suffolk County Tax Map#1000- 122 - 07 09 Other SCTM#s .......... Street Address: 9300 Route 25 Hamlet: Mattituck ....................................... ................................ I'll 11111-1----------------------------......................... ................................... Distance to nearest intersection: 141' s/w/o Sigsbee Road&NYS Route 25 ..................................--------------------- ..... ....... -.......... Type of Site Plan: X New Amended Residential Zoning DistrictR-80 ..... .................... Owners/Agent Contact Information Please list name, int.fifing ack/ress, andl le below: number ft)r the peop —------------ ... Property Owner Sports East LLC ..........---- ------ .................... Street P.O. Box 783 .................... --- ............................. ....... —----C"it:y Mattituck State New York Zip 11952 ..... . ....... Home Telephone -631-445-4348 Other ........ ---------------------------- .. .................. ............. ............................................. ...... .... . ........ ............------... .......... ...............—-----....... Applicant ........_................................. -----—------- ............................................. ....... Street P.O. Box 783 -1111-1-1-1-1-11"............ ................ City attituck State New York Zip 11952 -------------- .................................—----- Home,relephorie 631-445-4348 Other .......... Applicant's Agent or Representative: Contact Person(s)* L.K.McLean Associates PC(Christopher F.Dwyer,Associate) Street 437 South Country Road . ....................................... City Brookhaven ..........State ...State New York zip�11719 ................. .. . Office Telephone 631-286-8668 (x245) -.01,11er- 51,6-779-4776 ... ....................— *Unless otherwise requested, correspondence will be sent only to the contact person noted here. .......... ............ Site Plan Application Form 211812010 Site Data Proposed construction type: X New Modification of Existing Structure Agricultural of use Property total acreage or square footage: 20.,83......_..................ac,/ q. Site Plan build-out acreage or square footage: 7.96 ac./sq. ft. Is there an existing or proposed Sale of � Development Rights on the property? Yes No X---- If yes, e plain: Does the parcel(s) meet the Lot Recognition standard in Town Code§280-9 Lot Recognition? Y X N If"yes", explain(and attach any necessary documentation-title report, subdivision approval, etc.) wd as Liber 07395 Page 0253. ,There is a deed for this lot with a recording„date of 5/10/197 . It is liste � .....m„ Building Department Notice of Disapproval Date: / 1 Is an application to the Southold Town Zoning Board of Appeals required? Yes X No If yes, have you submitted an application to the ZBA? Yes X_ No If yes, attach a copy of the application packet. On File Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: Vacanta ost aodel, some trails and areas cleared t List all proposed property uses: ...Private recreation club(outdoor recreation and indoor recreation building) Other accessory uses:.,,,,,,,-,—,, Existing lot coverage: O LL % Proposed lot coverage: 9.1 % Gross floor area of existing structure(s): .... 0 sq. ft. Gross floor area of proposed structure(s): 82,500 sf [Parking Sace Data: of existing... pace.�.. 0 of proposed pmm osel spaces: [ tatrg Berth YesNo _ _ p .... _ -_� P g _. Existing pcoverage: % ProposedWlandscape coverage: 2.6 ..:%o m. Landsca m Details: 1 �stir� laa�ds�,�� .. 0 _ ._--..�.,. Wetlands: Is this properly within 500' of a wetland area? Yes I,the undersigned, certify that all the above information is true. 1-17 O _ .. . . - . ._ . Signature ofPreparer: �� m. �� �� Date: � 2 Site Plan Application Form 2/18.12010 sportsE east February 22, 2016 Town of Southold Planning Department Town Hall Annex Building 54375 Route 25b P.O. Box 1179 Southold,NY 11971 Attn: Heather Lanza, AICP, Planning Director Project Name: Sports East Fitness Club Owner: Sports East LLC SCTM#: 1000-122-07-09 Dear Ms. Lanza: I, Paul Pawlowski, President of Sports East LLC., hereby authorize Christopher F. Dwyer, Associate Partner of L.K. McLean Associates PC, to act as my agent on the property of SCTM#1000-122-07-09 in Mattituck, NY and handle all necessary work involved in the subdivision/site plan process with the Southold Planning Board. Sigriatumt ... ��. . -------- Sworn before me this_-3 Yd day of+Fe+mtat.y 2016, ____ &')��I�'mKt [Notary Stamp] Paul Pawlowski 631.445.4348 pawlowskibiz@gmail.com Southold Planning Department Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: Pawlowski, Paul ......, Last, First,middle initial unless you are applying in the name ofsomeone else or other entity, such as a company. Ifso, indicate the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan X _ Other(Please name other activity) Do you personally(or through your company, spouse, sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes No X (Paul please verify) If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her souse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C. an officer, director,partner or employee of the applicant;or D.the actual applicant Description of Relationship;. ................................................ ......... , Submitted this c3�day of 20 /4 m W a sigilature� ." m Print Name Paul Pawlowski Disclosure Form �IIIIIIIIIIIIIIIIIIIIIl1111IITIIIbIIIII II I IIIIIIIIII i i!lIII lilll IIIII!III Ilii SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 01/21/2015 Number of Pages : 4 At: 01:34:59 PM Receipt Number : 150008468 TRANSFER TAX NUMBER: 14-16095 LIBER: D00012804 PAGE: 669 District: Section: Block: Lot: 1000 122.00 07 .00 009.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $1,100,000.00 Received the Following Fees For Above Instrument Exempt Exempi Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15 .00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $60.00 NO Transfer tax $4,400.00 NO Comm.Pres $20,500.00 NO Fees Paid $25,280 . 00 TRANSFER TAX NUMBER: 14-16095 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County Li. iR Number of pages RECORDED s r. PM 20115 Jar. 21 rel.®®4!59 JUDITH A. PASCALE This document will be public CLERK OF SUFFCAK C i! NT`' record. Please remove all Social Security Numbers P 669 prior to recording. DT# 14-16095 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. or EA-5217(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX .... Dual Town Dual County R.P.T.S.A. Held for i Ment Comm.of Ed. 5. 00 Transfer Ta c Affidavit Mansion Tax ... Certified Copy The property covered by this mortgage is or will be improved by a one or two 00 family dwelling only. Other NYS Surcharge 15. , Total YES or NO ;;11,, Grand Total 3 �. see appropriate tax clause on alil of this instrument. 15001098 1000 12200 0700 0090o0 37 P 4 1 Dist. 1001 p TT S 5 munity Preser tion Fund R A Real Property SMI IlNnll�ll�!luIIINIlI�lIII!! onsi r• t a : � IIIINIIlIIIN nt Tax Service Agency CPF Tax Duel Verification Satisfactions/Discharges/Releases List Property Owners Mailing Address ' Improved 6 RECORD&RETURN TO. / Vacant Land David Desmond,Esq. Tp Van Nostrand&Martin 53 Broadway TD PO Box 307 "/ TD Amityville,NY 11701 Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name .d'A www.suffolkcountyny.gov/clerk Title# f= - `I a _ to 1 3 y Suffolk Coun Recording & Endorsement Page This page forms part of the attached Deed made by. (SPECIFYTYPE OF INSTRUMENT) Joseph Perino and Letitia Nastasi.n/k/a The premises herein is situated in Letitia C.Perino SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD 9300 Route 25.Inc. In the VILLAGE or HAMLET of MATTITUCK. BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over IMPORTANT NOTICE If the document you've just recorded is your SATISFACTION OF MORTGAGE, please be aware of the following: If a portion of your monthly mortgage payment included your property taxes,!you will now need to contact your local.Town T ax Receiver so that yRu ma be billed directl for all future propert tax statements. Local property taxes are payable twice a year: on or before January 101n and on or before May 31u. Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst,N.Y. 11757 Riverhead,N.Y. 11901 (631)957-3004 (631)727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingville,N.Y. 11738 Shelter Island,N.Y. 11964 (631)451-9009 (631)749-3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton,N.Y. 11937 Smithtown,N.Y. 11787 (631)324-2770 (631)360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington,N.Y. 11743 Southampton,N.Y. 11968 (631)351-3217 (631)283-6514 Islip Town Receiver of Taxes Southold Town Receiver of Taxes 40 Nassau Avenue 53095 Main Street Islip,N.Y. 11751 Southold,N.Y. 11971 (631)224-5580 (631)765-1803 Sincerely, L/4w� a- Judith A.Pascale Suffolk County Clerk dw 2/99 12-0104-OWO kd NY 005-Bargain and Sale Deed with Covenant against Grantor's Acts Individual or Corporation(Single Sheet)(NYBTU 8002) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the 7th day of January in the year 2015 BETWEEN JOSEPH PERINO and LETITIA NASTASI,now known as LETITIA C.PERINO,both residing at 2125 Harbourside Drive,Longboat Key,Florida,34228 party of the first part,and 9300 ROUTE 25,INC.,a New York corporation,with an office at 114 Old Riverhead Road, Westhampton Beach, New York, 11978 party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the SEE SCHEDULE A ANNEXED HERETO BEING AND INTENDED TO BE the same premises as described in deed made by Joseph Perino and Letitia Nastasi and JosSh E.Perino and Patricia Perino to the party of the first part,recorded 06/19/07 at Liber 12510,Page 074. TOGETHER with all right,title and interest,if any,of the party of the first part of,in and to any streets and roads abutting the above-described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been incumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the fust part has duly executed this deed the day and year first above written. IN PRESENCE OF: J06 h Pe Intl m Letitia Nastasi,tl a Letitia C. Perino Fidelity National Title Insurance Company TITLE NO.F14-7404-96134-SUFF SCHEDULE A-1 (Description) Amended 01/06/15 ALL that certain plot, piece or parcel of land, situate, lying and being in the Town of Southold, at Mattituck, County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a concrete monument set for a bound in the South line of Main road distant 141.34 feet westerly as measured along the South line from its intersection with the West line of Sigbee Road; RUNNING THENCE South 20 degrees 29 minutes 00 seconds East by and with the West line of Amended Map of Mattituck Park Properties, Inc., Suffolk County Map No. 801, 1652.84 feet to a concrete monument; THENCE South 69 degrees 31 minutes 00 seconds West,577.68 feet to a concrete monument; THENCE North 20 degrees 29 minutes 00 seconds West, 1487.19 feet to a concrete monument set for a bound in the South line of Main Road; THENCE North 53 degrees 31 minutes 00 seconds East by and with the South line of Main Road, 600.96 feet to the concrete monument and the point or place of BEGINNING. THE POLICY TO BE ISSUED under this commitment will insure the title to such buildings and improvements on the premises which by law constitute real property. FOR CONVEYANCING ONL Y,• Together with all the right, title and Interest of the parry of the first part, of in and to the land lying in the street in front of and adjoining said premises. SCHEDULER-1(Description) Rev.(03/04) USEACKNOWLEOGMENTFORMBELOWMTHL?VIVEWYORKSTATEONLY.• USEACKNOWL DGMENT3OBA BELOWWnmvNrivYORKSTATEONGY.• State of New York,County of Suffolk I ss.: State of New York,County of d +--ra t k- ISS.- On ss.:On the'] day of January in the year 2015 On the 7 day of January in the year 2015 before me,the undersi ed, ersonally appeared before me,the undersigned,personally a eared JOSEPH P RINO , LETITIA NASTASI n/k/a ENIM C.PERINO , personally known to me or proved to me on the basis of satisfactory personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s acted,ex uteri the instcurnent. behalf of which the individuals)acted,Sxecuted the instrument. KOi AK01NSIQ MARY K -P Kl Notary Public,State of New Yor t Notary Public,State of New York No.01 K04870006 No.01 K04870006 Qualified in Suffolk County Qualified in Suffolk County /� Comm.Exp.Sept.2,20 Comm.Exp.Sept.2,20� �S ACKNOWLEDGMENT FORM FOR USE WITHIN NEW YORK STATE ONLY. ACIdvowLEDGMENT FORM FOR USE OUTSIDE NEW YORK STATE ONLY. lNew York Subscribing Witness Acknowledgment Certificate) [Out of State or Foreign General Acknowledgment Certificate] State of New York,County of }ss.: . . , .... .. .. , o . .... . . . . . . . . . . .. ... . . .. . . .. .... .. }ss.: (Complete Venue with State,Country,Province or Municipality) On the day of in the year before me,the undersigned,personally appeared On the day of in the year , before me,the undersigned,personally appeared the subscribing witness to the foregoing instrument,with whom I am personally acquainted,who,being by me duly swom,did depose and personally known to me or proved to me on the basis of satisfactory say that he/she/they reside(s)in evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/shelthey executed (if the place of residence is in a city,include the street and street number, the same in his/her/their capacity(ies),that by his/her/their signatures) if any, thereof);that he/shelthey know(s) on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument,and that such individual to be the individual described in and who executed the foregoing . made such appearance before the undersigned in the instrument;that said subscribing witness was present and saw said execute the same; and that said witness at the same time subscribed (Insert the city or other political subdivision and the state or country or his/her/their name(s)as a witness thereto. other place the acknowledgment was taken). BARGAIN&SALE DEER WITH COVENANTS AGAINST GRANTOR'S ACTS TITLE NO. DISTRICT SECTION JOSEPH PERINO and LETITIA BLOCK NASTASI,n/k/a LETITIA C.PERINO LOT COUNTY OR TOWN TO 9300 ROUTE 25,INC. RECORDED ATREQUEST OF Fidelity National Title Insurance Company RETURN BYMAIL TO DDELITY NATIONAL TITLE INSURANCE COMPANY 1,vCoRPoRA7zv 1928 d.�Fidelity Member New York Score Lard T,rleAmodadon W U LL U- 0 0 _Z O cc O U w cc u- 0 w O ti I!J U Q CL N w cc Lu w Town of Southold LWRP CONSISTENCY ASSESSMENT FORM � �'la ��� ,o A. INSTRUCTIONS 1, 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 significantL b rieficia.l mid adverse f ectsuon ter ggq�t l � �_ wlI.icl1 ill lUdes all of ` outlio,ld Towri). 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 peach answer° "just be explained 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# 1000 _ 122 _ 07 Lot-09 PROJECT NAME Sports East Recreation Club The Application has been submitted to(check appropriate response): )I� Town Board l"] Planning Board❑ Building Dept. ❑ Board of Trustees 1 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital F] construction, planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Construction of multipurpose recreational facility on vacant property in Mattituc.k..�. r. .. ...., Seeking Site Plan Approval . Location of action: 9300 Route 25 Mattituck, New York (1411 west of Sigsbee Ln) ............ ---------- Site acreage:,, ­2 11 0 82 Present land use: vacant ..... ........... ...... ...................­­--------------------------- Present zoning classification: R-80 („ .,..n____...........__...........________..........____.—___Residential) 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: Sports East LLC .......... ........ (b) Mailing address: P .O. Box 783 Mattituck NY 11952 ...........­.................. .................................. (c) Telephone number: Area Code )_""63„1 4 4 5 ..1 -445 4348 (d) Application number, if any: ................... --------------------- Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes El No M If yes,which state or federal agency?,--- ................ 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. El Yes F� No Not Applicable ........... ........................................................................ --------------- --------------- ................ th respect to the waterfront component this project is not applicable .......................................................................................................................................................................................................................... .... ................. ­­----------- because - the site is not at or near a coastal location. ------------ ...................................................................................................................................................................................................................... ..... ................-------------------------------......................... ............................................................................. .............. .............. ----------------------- —--------------------------------- 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 F--11-1 Lf�J Yes 1:1 No F-1 Not Applicable With respect to the waterfront component this project is not applicable .......... .................................... because the site is not at or near a coastal .location —-----....................-..............''I'll''...............I'll..''................ ............................................................­-------------------—Attach'ad& siieti�lfnecessary ...........__11-1,11111111........———­­­­-- Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III-Policies Pages 6 through 7 for evaluation criteria I—XI Yes FJ No FX1 Not Applicable With respect to the waterfront coTponent this, roject is not �p _p ................. ............................................................... ... ... ... pp.1.1i.cabl"e"11111-1 ..........thy..........s.iLe—Ls nat_at OX-11"ne-ar a­­_..csza_s ..........- ...... ...... ...... ...... ...... .......... .................... ------------------------------- ---------...................................... ......................................... .................------ Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III-Policies Pages 8 through 16 for evaluation criteria Yes Ir I No 0 Not Applicable "I'I'l 1"S 1as,p,e.cifically add.ressing ]Policy 4 , J s raot app�l..J'..cable beca.u.se _tha_si±_eice._=_t_a_t_car_ne ar,.-a_c.oas_t.a1_1acatIon.......... —------------------------------------ ----------- ................. ........ -.......... ........... —--------- ------------ ........ ...................................... ...... .........._­.......................... ............................... ............................................................. Attach addition ad sheets if ncccs­sa­r'y_'__ ..... ..... Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria E] Yes I I No E] of Applicable The applicant plans to,,,,i,,nstall low-profile or shallow sanitary leaching ................ - structures (qalle s�_ n_,qKder to increase the effective deiDth to the .... ---------------------------_"'_------------------------------------------------------------- U111) 1 1113�'iwa ty I rla_ti.c r �jtrzin (as defined b,, the WDUL'i, i-r ELL-Luii ast...........a..........:L.. 0 ...........=iLam i ..ui.L............ .f, pxn_'I�6' ac-L.— ....................... .........................................................................................._........................................................ ..........--------------—---—-------............ ...................... ....... . ........ Attach additional sheets if necessary Policy 6. , Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section HI- Policies; Pages 22 through 32 for evaluation criteria. 1-1 Yes [—] No VE Not Applicable The project site is not located near any coastline . The proposed plan site will not fragment any ecosystem. Natural buffers will remain along three ............................................ . sides of the pr 2erty with the west line already s,e.,1 e­c­ti.ve.. red _property.... ......'­ " .... 11 b __!� prop_erty owner. There are wetlands...p esent to the north (other y the side of RPute.-I"S) and west of,, the _prc)perty in which the TDlan does not propose '11-le SJJ veloumei Q c,n I—L—W «4 I "Ii 1_aL cliacr,J i'L-W Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III – Policies Pages 32 through 34 for evaluation criteria. Fy-71 Yes [:] No[:] Not Applicable The proposed use of the property will not create any emissions that will ................ adverseaffect teh air aualitv in the Town of Southold. The recreational .................................1-­­ I­­­1_11111111 facility will not include any_industrial uses . Any heat inq and co inch ......... --------------- will be ef f icient an,cl eco-_f rie-ndly rqg system .......................... ---------- ......... ------- ..........................1­............­­............................ ------ .............. -------- Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III-Policies; Pages 34 through 38 for evaluation criteria. I Yes 11 No 1:1 Not Applicable During construction and post-construction operations, the applicant will ................ conduct sound solid waste management practices acceptable to the Town of ...................................................... ­­11111111 ­­­.................................................................................................................. ­11111111111..........------------------------------------ Southold. Recycling and sort separation of all waste shall be conducted by - —----- .........I............­ ------------­­­­­ theowner/pperator of the facility. The Sloal of this facility will be to I.................... reduce all landfilled waste to the extent possible . ............................ .......... ..........___­..... .......­­­11111111111---------- PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III-Policies; Pages 38 through 46 for evaluation criteria. 1!1 YesEl No Not Applicable Thep)osed use of this atefility will answer the needs __prj� recreational. ............ -........ ac ............................... ___gf the ublic ' s desire for year-round recreational resources . The,,....s ilt.e­ is _ _e� ... ............................................ not located on or neer-,,a �_Tjy —,ab 1. ....�goaslt,,11111or waterfront ani they,E"fore. not ap e 11.. ,Q1 1 1 ...... �71 ) row, ............... ---------- ... ............ ........................­­. ..................... ...................... ..........­'­­------------- ............ Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Yes q,:] No Not Applicable water With respect to the water dependent uses .and to promote siting of new w e p me„y p J cause the site is not at or de endent uses this ro 'ect is not a licable be near a coastal location. _ ........... ............m. ...... —n....----___ Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Yes El, No [i] Not Applicable With respect to the waterfront component this project is not applicable .... r .. because the site i s not at ..... .... r a coastal location. near w ........... ... ..... ....�..,��..,...,. er....,.......,... .._. ....... ........ .... ....... ............ .____ ttach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. M1:1 Yes 0 No Not Applicable occupy p Y agricultural lands The project does not occu or replace an farmland or a ric� p p construction of a recreational facility in the Town of Southold The ro osed constru n _ subdivision (R-80) is an improvement to this rather than a residential s _ specific policy„of the LWRP . .......... ..............____ Attach additional sheets if necessary... — Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Yes No ❑ Not Applicable The ro'ect svdesign and construction will incorporate ener Yefficient g oolinq systems, interior and exterior lighting systems (LED)wf heatin and c have provls ons for fu,tiire „alternative energy „;gys.tems..---„ roof mountedsolar 4f� ... r ...._a l PREPARED BY Christopher F . Dwyer TITLE„ Associate DATE L�A / Amended on 811105 LIIAIA L. K. McLean Associates, ®C Project Name: Sports East Recreation Club UPDATED: 3/1/16 Applicant: Sports East LLC PO Box 783 Mattituck, New York (631) 445-4348 Address of Project: 9300 Route 25 (+/- 141' s/w/o Sigsbee Road & NYS Route 25 Mattituck, New York 11952 SCTM: 1000-122-07-09 FULL h 'VI:11'fJP. '1ENTAL ASSESSMENT FORM—SUPPLEMENTAL NARRATIVE The project known as "Sports East Recreation Club" is located on Route 25 (Main Road) in the western Mattituck area. The site itself is bound by NY-25 (Main Street) to the north, residences along Sigsbee road to the east, an existing horse farm to the west and a wooded area to the south. There are no structures situated on the property which is mostly wooded with some small sections that were previously cleared. The property (20.82 acres or 906,919 SF) is zoned "R-80" —Residential. The scope of the project consists of the construction of a sports recreation complex comprised of 5 outdoor tennis courts, 1 outdoor artificial turf multi-purpose field, parking areas, entrance and exit roadways and an indoor recreation center. The project would require clearing along the center of the parcel leaving existing wooded buffers to the east, south and north. Most of the existing wooded areas are dominated by trees of 6" caliper or greater. Specific details of the proposed clearing will be defined in the Final Site Plan. The general nature of the proposed action (DI-A) will be to construct a private multi-use indoor/outdoor recreational complex (occupying 38.23 percent of parcel or 16,654 SF). The proposed action is not a subdivision (D1-D) and will not be constructed in multiple phases (DI- E). The project includes the construction of a new non-residential building which will be 82,500 of conditioned area (D 1-G). The height of the building will not exceed the maximum allowed building height for a recreational structure. The Proposed Site Plan has shifted the proposed site development approximately 21.5' from what was shown on the previous Sketch Plan (by BBV) to the west to provide a greater buffer (80.5' rather than 59') to the east property line. The applicant feels this is an improvement to mitigate both noise and visibility to the residential lots. Please refer to plans for details. Based upon the topographic survey of the property, the site is pitched from north to the south (5' difference) and is almost completely occupied by a wooded area. There are little to no impervious surfaces (asphalt or building) currently present on the property. There is no stormwater management system installed on the property. The project includes a subsurface drainage system comprised of precast concrete catch basins, leaching pools and permeable areas (crushed stone) in order to provide 2" of storage on-site. The proposed action intends to physically disturb a total acreage of 7.96 along the 20.82 acre site which will be owned and controlled by Sports East LLC. The new stormwater management system contains all stormwater runoff on site in accordance with the NYSDEC Stormwater Runoff Design Manual and Town Code (Chapter 236). L11AA L. Associates, PC The proposed action will be supplied with public water (not containerized), gas utility (up to 1.6 million BTU), electric (commercial use) and have a subsurface sanitary system using alternative leaching galleys in order to increase the distance between the leaching structure and groundwater table. With the exception of general site preparation, grading, utility installations and excavation for foundations that project does not include any off-site excavation, mining or dredging during construction or operations (D2-A). Based upon the location of the site, the Sports East Recreation Club project will not result in the alteration of, increase or decrease in size of, or encroachment into any existing wetland, waterbody, shoreline, beach or adjacent area (D2-B). The proposed action will create a new demand for water from the previous use of the vacant site (D2-C). The project will be serviced by the Suffolk County Water District. There is a water main of adequate size (16" on the north side of NY-25) to service the proposed action and thus no extension or capacity expansions are necessary to supply this project. As defined in the LEAF the approximate daily water usage for this project is estimated to be 15,000 gallons based upon our design standards. It is likely that the project would require a 2" domestic water service and a dedicated 4" fire line service for the building's fire suppression system. The applicant will schedule a hydrant pressure test or obtain historical information for the purpose of designing a fire suppression system. If adequate pressure is not available from the Suffolk County Water District's water main on NY-25, a booster pump would be included in the design of the sprinkler system. The new recreational building will generate approximately 3,660 gallons of sanitary wastewater per day (D2-D). The proposed site is not located within any public sewer district and will therefore use a subsurface sanitary system designed and built in accordance with SCDHS standards. The applicant understands the Town's concern of groundwater pollution from the sanitary system wastewater. The use of low-profile leaching galleys rather than conventional deep leaching pools is being proposed to increase the effective depth to groundwater. The proposed action does disturb more than one acre and will create new stormwater runoff(D2- E). The project increases the area of impervious surfaces (from 0% down to 22%) and contains all stormwater runoff within the confines of the property. A Stormwater Management Control Plan (with details) will be included in the plan set to control the migration of sediment during construction and post-construction. All stormwater (roof and exterior sheet flow) will be directed into drainage inlets/trench drains which eventually are connected into standard precast concrete leaching pools. The drainage system will contain covers in order to be maintained free of sediment and debris. The proposed action, construction of a private recreational club, will not generate any air emission sources (D2-G) nor will the proposed action generate or emit methane gas (D2-H). The project will not result in the release of air pollutants from open-air operations or processes. Sports East Recreation Club will not result in a substantial increase to traffic above present levels or generate a substantial new demand for transportation facilities or services (D2-J). A traffic impact study will be prepared to address these concerns in detail. Once completed the impact study can be forwarded to the New York State Department of Transportation and the Suffolk LIK&A ® Associates, County Department of Public Works for their review. Pedestrian access and safe turning motions from Route 25 to and from the proposed recreational facility will be addressed. With respect to "parking" as a component of this project, the site of the Sports East Recreation Club project will provide the required amount of parking stalls needed to support the proposed uses. The manner in which various site features were assigned parking is defined on the Site Plan. It is unlikely that every feature located on the site will be used simultaneously, but if that it is the case then the site would be able to support such a peak occupancy. In the winter months it is unlikely that the outdoor features will be used and as such will likely have more parking than what is needed. During the limited construction phase of the proposed action, there will be times when noise will exceed existing ambient noise levels (D2-M). The site is located on Route 25 with commercial properties situated in the immediate vicinity of the site and residential lots to the east. As mentioned earlier in this narrative, the applicant has increased the buffer (21.5' further) to the east property line in order to address noise to the extent possible. Many of the activities are in- vessel and as such will decrease the overall noise levels. The outdoor field is situated in the front (north end) where noise from normal traffic on Route 25 is greater than the other surrounding areas of the site. The applicant plans on installing tall arborvitaes (5' minimum height) not only to provide additional screening but to knock down noise levels. The project sponsor will control when those levels will be exceeded through careful means and methods (equipment, scheduled timing of certain operations, specific locations of noise generating activity) and will look to minimize noise levels from exceeding the existing ambient noise levels. Once construction is complete, any noise generating equipment (air handlers or condensers) will be located at heights and areas that will mitigate noise pollution. The applicant's monitor would utilize a noise meter in order to maintain compliance for continuous sound-in-air and impulsive levels from any noise source from the project. Monitoring would be implemented when noise generating construction activity is scheduled. Although specific maximum thresholds are defined in the Town Code, the monitor would record ambient noise levels of the surrounding area as well. Exterior lighting will be energy efficient, dark sky compliant and installed in strict accordance with the Town Code. The applicant will prepare a Lighting Plan (including photometric survey of site) that will meet the Town standards. Some of the exterior site lighting will be mounted while the parking lot lighting will be comprised of poles. All fixtures will be pointed downward and will eliminate any light spillage beyond the developed area. The proposed action will not produce odors for more than one hour per day (D2-0). During clearing and earthmoving operations the applicant will use dust suppression methods (water) in order to minimize dust and or any odors resulting from construction activity. During and after construction the applicant will make sure that trash and fugitive litter is controlled with adequate trash receptacles and a centralized trash dumpster that is serviced regularly. The Proposed Grading and Drainage Plan promotes surface and roof runoff and eliminates any stagnant stormwater from creating unpleasant odors. LIK&A L. K. McLean d e e , P.C The Sports East Recreation Club project will be serviced by natural gas and as such will not include any bulk storage of petroleum or chemical products (above ground or below) within the building or on the site (D2-P). The proposed action will not involve the commercial generation, treatment, storage or disposal of hazardous (D2-T) or solid waste (D2-R). The applicant has plans on minimizing vegetated areas that would require fertilization. Most areas along the perimeter will have a wood mulch ground cover and will not propose the use of pesticides (D2- Q) Following this narrative you will find various support documents referenced earlier which were used to substantiate the answers found in the Long Environmental Assessment Form for this proposed action. Full Environmental Assessment Form Part I -Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the information contained in Part Iis accurate and complete. A.Project and Sponsor Information. -_w ....... ...........----------- ............... ----- ------ Name Name of Action or Project: Sports East Recreation Club Project Location describe,and attach a general to ........ — .... ... ..................... - j ( g cation map): 9300 Route 25 Mattituck NY 11952,+/-141'S/W/O Sigsbee Road&NYS Route 25 Brief Desc..ption o.......IrIo-_... ......... n rif Proposed Action(include purpose or need). Construction of a multi-use sports recreation club consisting of one outdoor multi-purpose artificial turf field(330X195),tennis courts(5),entrance and exit roadways,asphalt and gravel parking facilities(approx.225 stalls),a 150'X 550'indoor athletic complex(pre-engineered metal building which includes an indoor pool),landscaping,walkways,stormwater management system,low profile sanitary system,new electric service,new water service,new gas service and improvements along the NYS ROW(as required). .Wew........... Name of Applicant/Sponsor: Telephone:631-445-4348 Paul Pawlowski E-Mail: pawlowskibiz@gmail.com ._ ..........................._..._. ww ............�__..�..___ www ...ww....�_. ... _. Address:P.O.Box 783 City/PO:Mattituck State:New York Zip Code.11952 Project Contact if not same assponsor;give name and title/role): Telephone:631-286-8668(x245) Christopher F.Dwyer,Associate of L.K.McLean Associates PC E-Mail: cdwyer@Ikma.com Address: 437 South Country Road ...... ........ ...... .......... ....... .... City/PO: State: Zip Code: Brookhaven New York 11719 _............ ...m .... .. .... Property Owner (if not same as sponsor): Telephone: Sports East LLC. E-Mail: �... ......_.. ........_........._. .......... Address: P.O Box 783 _ City/PO: State ZiCode Mattituck New York 11952 Page 1 of 13 RESET FORM B.Government Approvals B.Government ApprovalsFunding, .. _.. ._mw._.._............_....... .. ... �_..� pp Fu nding,or Sponsorship. ("Funding"includes grants, loans,tax relief,and any other forms of financial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Council,Town Board, ❑Yes®No or Village Board of Trustees b.City,Town or Village ❑Yes®No Planning Board or Commission c.City Council,Town or ❑Yes®No Village Zoning Board of Appeals d.Other local agencies ❑Yes®No e.County agencies ❑Yes®No £Regional agencies ❑Yes®No g.State agencies ❑Yes®No h.Federal agencies ❑Yes®No i. Coastal pes ject site within a Coastal Area,or the waterfront area of a s. i. Is the project s Designated Inland Waterway? ❑YesgNo If Yes, ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ❑Yes®No iii. Is the project site within a Coastal Erosion Hazard Area? ❑Yes®No C.Planning and Zoning C.1.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ®Yes❑No only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. ............. ........� a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ®Yes❑No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ®Yes❑No would be located? b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway ❑Yes®No Brownfield Opportunity Area(BOA); designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑Yes®No or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 RESET FORM C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. OYesE]No If Yes,what is the zoning classification(s)including any applicable overlay district? CLirrentZ.oningdassuficatioiii.,R-BO(Rpto�.,..!Iti-,.i.0 ndthepropqsqdq� would be Recreational .......................................................................................................................... ............... ..................... b. Is the use permitted or allowed by a special or conditional use permit? [Z]Yes[]No c.Is a zoning change requested as part of the proposed action? OYes[:]No If Yes, i. What is the proposed new zoning for the site? Commercial(Recreation Use) -------------......................................................... ................................................................................................. CA.Existing community services. a.In what school district is the project site located? mattituck-Cutchooue Union Free School District _111111------------- ............................... ................ .................... ...... b.What police or other public protection forces serve the project site? ofSouthold Police D p ........................—-—--------- .............. ----------------------------- c.Which fire protection and emergency medical services serve the project site? Mattituck Fire District ................................ -- ------------------- .................................... d.What parks serve the project site? Mattituck Park District...---_ ............................................... .............. -----------------------............. ........................................................................................... ...... ...... ... 1 11 1— -_--111111 I ........................................ ......................................................................................................................... --------------------------.......................................................... D.Project Details D.1.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational; if mixed,include all components)? Recreational b. a.Total acreage of the site of the proposed action? 20.82 acres b.Total acreage to be physically disturbed? 7.96 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 20.82 acres c.Is the proposed action an expansion of an existing project or use? 11 Yes®No i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? %I---------------------- Units: d.Is the proposed action a subdivision,or does it include a subdivision? OYes®No If Yes, i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial; if mixed,specify types) ................................. ............................................... ii. Is a cluster/conservation layout proposed? E3Yes E]No iii. Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum ------------ e.Will proposed action be constructed in multiple phases? [:]Yes[Z]No i. If No,anticipated period of construction: months ii. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase I (including demolition) June month 2016 year • Anticipated completion date of final phase June month 2017 ear • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: .......................................—-----. ... ...... .................. .......pqLppAcable. —-----............... ... ........ ............................................................. ,.p —-----............ -------------------.......................................................................... ................................................................................................................................ Page 3 of 13RESET FOR, f.Does the project include new residential uses? ❑Yes®No If Yes,show numbers of units proposed. One Family Two Family Three Family Multiple Family four or more Initial Phase At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? ®Yes❑No If Yes, i.Total number of structures 1 ii. Dimensions(in feet)of largest proposed structure: 37.5 height; 150 width; and 550 length iii. Approximate extent of building space to be heated or cooled: -----------...-------...........................................82,.500 square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes®No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, i. Purpose of the impoundment: ii. If a water impoundment,the principal source of the water: ❑Ground water❑Surface water streams []Other specify: ......... ------ ........ .... ... ---- ...... __ -- iii. If other than water,identify the type of impounded/contained liquids and their source. iv. Dimensions st of the proposed dose _.. _ o ... s; rf — .... _---- Approximate a proposed impoundment. Volume: million gallons;surface area: acres am or impounding structure: height length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): _,..., ....e.__ --- ---— — ....._ ................. D.2. Project Operations J P a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? Yes No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging m ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards) • Over what duration of time? iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them, -------- ......... ­111­1­ ......... ......... --- -------- ------- —..-. -.. . ...,. - iv. Will there be onsite dewatering or processing of excavated materials? ❑YesNo If yes,describe. v. What is the total area to be dredged or excavated? acres vi. What is the maximum area to be worked at any one time? —acres vii. What would be the maximum depth of excavation or dredging? _--__ ---...... ..............feet viii. Will the excavation require blasting? ❑Yes❑No ix. Summarize site reclamation goals and plan b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment ❑Yes No into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): Page 4 of 13RESET FORM ii.Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: ------------- ..... _ ......... --------------- iii. Will proposed action cause or result in disturbance to bottom sediments? ❑Yes❑No If Yes,describe iv. Will proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes❑No If Yes: • acres of aquatic vegetation proposed to be removedm,,,n.,W, • expected acreage of aquatic vegetation proposed to be removed • purpose of proposed removal(e.g.beach clearing,invasive species control,bboat access): � _ __ ..... .... ......... .... • proposed method of plant removal ,,,, ... ......... • if chemical/herbicide treatment will be used,specify product(s): -._. v. Describe any proposed reclamation/mitigation following disturbance: c.Will the proposed action use,or create a new demand for water? ®Yes E3No If Yes: L Total anticipated water usage/demand per day; _1_5 00o.gallons/day H. Will the proposed action obtain water from an existing public water supply? ®Yes❑No If Yes: • Name of district or service area: • Does the existing public water supply have capacity to serve the proposal? ®Yes❑No • Is the project site in the existing district? ®Yes❑No • Is expansion of the district needed? ❑Yes®No • Do existing lines serve the project site? ®Yes❑No iii. Will line extension within an existing district be necessary to supply the project? ❑Yes 0,I0 If Yes: • Describe extensions or capacity expansions proposed to serve this project: ................... ......... ... ......... --- ------- • Source(s)of supply for the district: _---_______ iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑Yes®No If,Yes: • Applicant/sponsor for new district: ......... • Date application submitted or anticipated: mn,,....... _. • Proposed source(s)of supply for new district V. If a public water supply will not be used,describe plans to provide water supply for theproject: vi.If water supply will be from wells(public or private),maximum pumping capacity: gallons/minute. d.Will the proposed action generate liquid wastes? ®Yes❑No If Yes: L Total anticipated liquid waste generation per day gallons/day ii. Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial; if combination,describe all components and approximate volumes or proportions of each): SANITARY WASTEWATER -------- - ......... ........ —---- ......... m. _�- _,_,____, ........_ ..----..- , iii. Will the proposed action use any existing public wastewater treatment facilities? ❑Yes®No If Yes: • Name of wastewater treatment plant to be used: ................_------- ..... • Name of district: • Does the existing wastewater treatment plant have capacity to serve the project? ❑Yes❑No • Is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑Yes❑No Page 5 of 13 RESET FORM • Do existing sewer lines serve the project site? ❑Yes❑No • Will line extension within an existing district be necessary to serve the project? ❑Yes❑No If Yes: • Describe extensions or capacity expansions proposed to serve this project: - - ........ ..m ------------------._ ...................................................... iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑Yes®No If Yes: • Applicant/sponsor for new district _........,. __,-_.____, • Date application submitted or anticipated • What is the receiving water for the wastewater discharge? m,,,, v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge,or describe subsurface disposal plans): A CON„VENT„IO,NALrSCDHS APPROVED NON-RESIDENTIAL SANITARY SYSTEM WILL BE CONSTRUCTED TO HAND„LE,ALL WASTE AND__.,, WASTEWATER. THE PROPOSED USE OF LOW-PROFILE OR SHALLOW LEACHING GALLEYS WILL INCREASE DISTANCE TO GROUNDWATER. _..._ w„ Vi. Describe any plans or designs to capture,recycle or reuse liquid waste: NO.PLANS TO CAPTU.RE..REC,YCLE_.OR..RE.USE...LIQU.ID.._WASTE, ...... ..............-------------------------------— --------- ........... e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ®Yes❑No sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e.sheet flow)during construction or post construction? If Yes: i. How mucl'i impervious surface will the project create in relation to total size of project parcel? 19'7� ���Square feet or 4.55 acres(impervious surface) 906,919 Square feet or 20.82 acres(parcel size) ai. Describe types of new point sources.��0 WA � RYNOFF ASPHALT PARKING LOT,ASPHALT ROADWAYS,TENNIS COURTS CONCRETE - — iii. Where will the stormwater runoff be directed(i.e.on-site_._._.stormwater ..... __ .... management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? ON-SITE SUB-SURFACE DRAINAGE STRUCTURES AND SWALES • If to surface waters,identify receiving water bo --. . ..... .. - - -- �� ' fy g dies or wetlands. NONE • flow ..d _... ._._._. Will stormwater runoff to adjacent properties? ❑Yes®No iv. Does proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ®Yes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel E]Yes®No combustion,waste incineration,or other processes or operations? If Yes,identify: i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) ii. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) ...... ----- ---- w, .... _ ......... iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes®No or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • I'ons/year(short tons)of Carbon Dioxide(CO2) • Tons/year(short tons)of Nitrous Oxide(N20) • Tons/year(short tons)of Perfluorocarbons(PFCs) • ---. ......-- 1"cans/year(short tons)of Sulfur Hexafluoride(SF6) • 'I'mis/yeas`(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • l"cra lyerr(short tons)of Hazardous Air Pollutants(HAPs) Page 6 of 13 RESET FORM h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, ❑Yes No landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric): ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring): i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑YesoNo quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yes®No new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): ❑Morning 0 Evening ®Weekend ❑Randomly between hours of 0,, . to ii. For commercial activities only,projected number of semi-trailer truck trips/day: iii. Parking spaces: Existing _0 Proposed _233 ________ Net increase/decrease 233 iv. Does the proposed action include any shared use parking? ❑Yes®No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: THE PROJECT INCLUDES TWO NEW CURB CUTS ONTO NYS ROUTE 25 AN EAST ENTRANCE/EXIT AND ONE TO THE WEST PLEASE REFER TO SITE PLAN Vi. Are public/private transportation service(s) ------------------- .p w p p p tion services)or facilities available within V2 mile of the proposed site? Yes❑No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric Yes❑No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing Yes❑No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand ®Yes❑No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: 1,734,460 kVA ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): PSE&G„(ELECTRIC&GAS UTILITY COMPANY)........— iii. Will the proposed action require a new,or an upgrade to,an existing substation? ❑Yes®No I.Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • Monday-Friday: 7:00am-4:30pm • Monday-Friday: _.___............._______5:00am-10:00pm • Saturday: 7:00am-4 30pm • Saturday: 5:00am-10:00pm • Sunday:mm • Sunday: 5 00am-7:00pm -------------------------------------- • Holidays: • Holidays: Page 7 of 13 RESET FORM m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ®Yes❑No operation,or both? If yes: i. Provide details including sources,time of day and duration: OUTDOOR MULTI-USE FIELD AND TENNIS COURTS WILL PRODUCE NOISE EXCEEDING AMBIENT NOICE LEVELS DURING OPERATION.IT IS - _ ... LIKELY THAT THESE NOISE LEVELS WOULD BE GENERATED BETWEEN(7:00am-6:00pm) ii. Will proposed osed action remove existing natural barriers t.,., p p g hat could act as a noise barrier or screen? ®Yes[]No Describe: IN ORDER TO CONSTRUCT THE TENNIS COURTS.PARKING FACILITY AND MULTIPURPOSE FIELD CLEARING OF EXISTING WOODED AREA IS REQUIRED. THE APPLICANT_IN ON MAINTAINING NATURAL BUFFERS IN EXCESS OF THE MINIMUM n.. Will the proposed action have outdoor lighting? ®Yes❑No If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: f„„?r„zatec t dill troav ,l„lgk7tlr?ct,for roact:.... nd„pprkitrg N liptd_NNthtNr°eNl be used, P -rkMpmc�l_ot.Nwt7ht�n _SxtaAres vwl.11 b� N psrNe ar�aunter at0' nt9 pointeddown. Lights will be dark sky compliant. ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ®Yes❑No Describe pgQjeKt wrll include tree rl annr lU thea pr lira t 1,$, pI -but�u4ll,sp�ll pl.. uB,dl t bkl,lrf rc (5qrx).la k trll r timNt_llg_Mtr spaass This is._ in addition to using dark sky compliant luminaires. o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes®No If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes®No or chemical products(185 gallons in above ground storage or an amount in underground storage)? If Yes: i. Product(s)to be stored ii. Volume(s) per unit time _ (e.g.,month,year) iii. Generally describe proposed storage facilities: m q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes ®No insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): ......... ............... ........ -- -- ii. Will the proposed action use Integrated Pest Management Practices? ❑ Yes []No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ® Yes []No of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: 50 tons per 6 MONTHS (unit of time) • Operation tons per (unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: DEVELOPER WILL ENCOURAGE SORT SEPARATION OF WASTE MATERIALS TO PROMOTE RECYCLING AND REDUCE MATERIAL TO OFF-SITE DISPOSAL FACILITIES. ------ • Operation: iii. Proposed n.. ......... -- .. ... ------ . ... .. disposal methods/facilities for solid waste generated on-site: • Construction: ANY SOLID WASTE GENERATED ON-SITE WOULD BE TRUCKED OFF SITE TO A 6NYCRR PART 360 PERMITTED ... FACILITY. • Operation: ANY SOLIDWASTE GENERATED ON-SITE WOULD BE TRUCKED OFF SITE TO A 6NYCRR PART 360 PERMITTED .... FACILITY, Page 8 of 13 RESET FORM s.Does the proposed action include construction or modification of a solid waste management facility? ❑Yes® No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting, landfill,or other disposal activities): ii. Anticipated rate of disposal/processing: • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment iii. If landfill,anticipated site life: --------- ......... years t.Will proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous ❑Yes®No waste? If Yes: i. Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: _._. ------ — H. Generally describe processes or activities involving hazardous wastes or constituents: - -..... ....�.... --...... ., -------------------- ............ ,...,.............. iii. Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents;. ...--. - ® ------ ................... . — V. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? ❑Yes❑No If Yes:provide name and location of facility --- . --. ................. --- If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility. E.Site and Setting of Proposed Action E.1.Land uses on and surrounding the project site a.Existing land uses. i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial ❑ Commercial ® Residential(suburban) ® Rural(non-farm) ® Forest ❑ Agriculture ❑ Aquatic ❑ Other(specify): ii. If mix of uses,generally describe: ____ ---- ......... b.Land uses and covertypes on the project site. Land use or Curr. . ... Acreage ..... Project CoAfter mpletion etion (Acresg/- riyp • Roads,buildings,and other paved or impervious 0 4.55 +4.55 surfaces • Forested 16.43 9.58 -6.85 ......... .. ..� www........--- • Meadows,grasslands or brushlands(non- agricultural,including abandoned agricultural) 0 0 0 • Agricultural 0 0 0 (includes active orchards,field,greenhouse etc.) • Surface water features 0 0 0 (lakes,ponds,streams,rivers,etc.) • Wetlands(freshwater or tidal) 0 0 0 • Non-vegetated bare rock earl._............�............� ...._....... mm� w..... ......_... ........_ g ( h or fill) 4.39 3.68 -0.71 Other Describe:Artificial Turf 0 2.17 +2.17 Page 9 of 13 RESET FORM c.Is the ..... project site presently used by members of the community for public recreation? ❑Yes®No i. If Yes: explain: �,..,. p ... .. d.Are there an facilities serving children,the elderly,people with disabilities(e.g., ...... schools,hospitals,licensed ❑Yes®No day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: e.Does the project site contain mmm �._.... ' an existing dam? ❑Yes®No If Yes: i. Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • Surface area: acres • Volume impounded: gallons OR acre-feet ii. Dam's existing hazard classification W. Provide date and summarize results of last inspection: f.Has the project site ever been used as a municipal,commercial or industrial solid waste ❑Y ' 'p management facility, es®No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i. Has the facility been formally closed? [-]Yes[] No • If yes,cite sources/documentation: ......... ......... , ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: .,..... ,. --- — --- ........ ..... iii. Describe any development constraints due to the prior solid waste activities Have hazardous wastes been generated,treated and/or disposed of at the site,or does g, g p oes the project site adjoin ❑Yes®No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred: ...........................-_.......... --- .._.........................-------------- ®® .. .......- -- .......-. ......... „ ....... ... h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes® N remedial actions been conducted at or adjacent to the proposed site? If Yes: L Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No Remediation database? Check all that apply: ❑ Yes—Spills Incidents database Provide DEC ID number(s) ❑ Yes—Environmental Site Remediation database Provide DEC ID number(s) ❑ Neither database U. If site has been subject of RCRA corrective activities,describe control measures: mm. ----------------- ..,. ---........................................................... ®,m ..........................-- - ..,., -----.— -------- W. Is the within 2000 feet of an site in t.__. .1....... nv —.... e tab Y project y he NYSDEC Environmental Site Remediation database? ❑Yes❑No If yes,provide DEC ID number(s): iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): ............................................................................................... ..:..................... ... ......... ......... n,......... SFOR Page 10 of 13 REET����� V. Is the project site subject to an institutional control limiting property uses? El Yes No • If yes,DEC site ID number:---------- ---------------------------- .................- • .................... • Describe the type of institutional control(e.g.,deed restriction or easement): .......... • Describe any use fimitations:­­------------------ ...... ----------................................... ..........• . Describe any engineering controls: -11-1-------------------- --- --- • Will the project affect the institutional or engineering controls in place? E]YesE]No 0 Explain: —--------------------- ­­­........................................................................................................................................... ......... ... ..................................................................... ...............................--------------- ............................................ .. ......................—---------....................... E.2. Natural Resources On or Near Project Site ............. a.What is the average depth to bedrock on the project site? .................Data-Not.Available feet b.Are there bedrock outcroppings on the project site? [-]Yes[Z]No If Yes,what proportion of the site is comprised of bedrock outcroppings? .®..........—% c.Predominant soil type(s)present on project site: PIA 87.4 % CuB 12.1 % ®e-­­­­­­­­............................................................................................. PlB0.6 % .................... .............— --------- --- ................................................. ----------------- .......................................... d.What is the average depth to the water table on the project site? Average: __ >6.56 feet .......................................... ...................m...._. ------- e.Drainage status of project site soils:® Well Drained: 100%of site MRCS manual indicates"examination and El Moderately Well Drained: ................................%of site identification ofthe soils in these areas M Poorly Drained %of site (classification Ur)is impractical f.Approximate proportion of proposed action site with slopes: JZ] 0-10%: 100 %of site M 10-15%: —%of site ❑ 15%or greater: .—%of site ........... g.Are there any unique geologic features on the project site? E]YesoNo IfYes,describe: 11-1111-- .......................................... ...........­...................----------—-----....... ­—-------------------------------- ........... .................................................................................................... ------------------- ------------- h..Surface water features. t -]YesONo. Does any portion of project site contain wetlands or other waterbodies(including streams,rivers, E ponds or lakes)? ii. Do any wetland's or other waterbodies adjoin the project site? Yes No If Yes to either i or ii,continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, OYes state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: • Streams; Name NONE Classification • Lakes or Ponds: Name NONE Classification • Wetlands: Name NONE ---- ------ Approximate Size • Wetland No.(if regulated by NONE ....................................... ....... .................. v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired E]Yes o waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: .................................................................................... ... ................................—----- .............. i.Is the project site in a designated Floodway? [:]YesoNo j.Is the project site in the 100 year Floodplain? [:]Yes .............. k.Is the project site in the 500 year Floodplain? [:]Yes 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? [Z]Yes DNo If Yes: i. Name of aquifer:Sole Source Aquifer Names:Nassau-Suffolk SSA -----............ ............................................................................................. —------ ------ ........................ ------------—---- ........................................ FOR Page 11 of 13 RESET in. Identify the predominant wildlife species that occupy or use the project site: ................. Transient Common Birds DEER . �,:�,...... ...,.,.,.,.,.. _-......... DEER DEE -- ------. _,.., ...-_ .........-- R n.Does the project site contain a designated significant natural community? ❑Yes0No If Yes: i. Describe the habitat/community(composition,function,and basis for designation): _,._. __ H. Source(s)of description or evaluation: W. Extent of community/habitat: • Currently: acres • Following completion of project as proposed acres • Gain or loss(indicate+or-): acres o.Does project site contain an species of plant or animal that is listed the federal government or NYS as Yes[Z]No p � y p p y g ❑ endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? Does the project site contain an species of plant or ani _.....a s ecies.....f p, p J y p p mal that is listed by NYS as rare,or as a species of Yes❑No special concern? q.Is the project site ordJoinin area currently used for hunting,trapping,fishing or shelll fishing? ❑Yes®No� If yes,give a brief description of how the proposed action may affect that use: ____ E.3. Designated Public Resources On or Near Project Site a.Is the ,ro ect siteor an portion of it,located in a designated � ....._ p j my p agricultural district certified pursuant t to ®Yes❑No Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number:SUFF001 b.Are agricultural lands consisting ofhighly produ� ..._.._ uctive soils present? ❑Yes®No i. If Yes: acreage(s)on project site? ii. Source(s)of soil rating(s): c. Does the project � ........ ��...�._._....._..__�.�... ..._ ww p J t site contain all or part of,or is it substantially contiguous to,a registered National ❑Yes®No Natural Landmark? If Yes: i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature ii. Provide brief description of landmark,including values behind designation and approximate size/extent: �.... . .. --..._ ......... ------ ---- e-----— ....... .- ......... ......... ...... ......... ......... ��_.�_. .... ........... d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑Yes®No ......... If Yes: i. CEA name: H. Basis for designation: W. Designating agency and dater Page 12 of 13 RESET FORM e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ❑Yes®No....._ which is listed on,or has been nominated by the NYS Board of Historic Preservation for inclusion on,the State or National Register of Historic Places? If Yes: i. Nature of historic/archaeological resource: El Archaeological Site ❑Historic Building or District ii. Name: iii. Brief description of attributes on which listing is based: W f.Is the project site,or any portion of it, ocated in or ..__.._....� � ......_. . 1 adjacent to an area designated as sensitive for ❑Yes®No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g.Have additional archaeological or historic sites or resources been identified on the project site? Y..... ......� If Yes: L Describe possible resource(s):. U. Basis for identification: h.Is the project site within fives miles of any officially designated and publicly accessible federal, ... ralstate,or local ®Yes❑No scenic or aesthetic resource? If Yes: i. Identify resource: Laurel Lake Preserve ii. Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): State.H. �is.tmoiic_Trail. _,... _ ......... ------ iii. Distant.abetween project and resource: . .. 0.73 miles. L Is the project site located within a designated river corridor underRecreational ...... �._.. ._...... er the Wild, Scenic and Recreationnaall Rivers Yes0No Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666 ❑Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name SPORTS EAST LLC. Date Signature � � � � Title PARTNER 6-!!. .. . --— ......... .......... PRINT FORM Page 13 of 13 E C SOUTHOLD PLANNING BOARD DEC 14 2015 SITE PLAN APPLICATION FORM Sauthbid Town Planning Board Site Plan Name and Location Site Plan Name: Q9 S i Application Date: /Z- Suffolk County Tax Map#1000--at - 7 -__� Other SCTM#s Street Address: 5cn> M,4-,•v kz'> Hamlet: eey TI7X d Distance to nearest intersection: Type of Site Plan: New Amended_Residential Zoning District Owners/Agent Contact Information Please list mmne, mailing address, and phone number far the people below: Property Owner Street �5-D eL�e 4, 10q7_ y� city-. v __State_ "I.il�� "� 2 Home Telephone �� Other Applicant Street City State Zip Home Telephone Other Applicant's Agent or Representative: Contact Person(s)* r Street ��f City State Zip Office Telephone Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Site Plan.Application Form 2/18/2010 Site Data Proposed construction type: '"kNew Modification of Existing Structure Agricultural ge of use Property total acreage or square footage: ac. ,rl. ft. Site Plan build-out acreage or square footage: VIC, sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes No If yes, explain: Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? YX_N_ If"yes", explain (and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: v Is an application to the Southold Town Zoning Board of Appeals required? Yes n No . If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: 90 List all proposed property uses: c(,.,/ XC t az en /j Other accessory uses:_ Existing lot coverage: % Proposed lot coverage: _% Gross floor area of existing structure(s):Y_sq. ft. Gross floor area of proposed structure(s): 7 TA Parking Space Data: #of existing spaces:#of proposed space?�) Loading Berth: Yes No� Landscaping Details, Existing landscape coverage: 0 % Proposed landscape coverage:���a�u z Wetlands: Is this property within 500' of a wetland area? Yes No Maybe I, the undersigned, certify that all the above information is true. Signature of Preparers Date: /7 haz 2 Site PlnnApplicafion Form 2.1812010 Southold Plannin ) Department Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: + l e'^�c*("-t -n/ A�� 01A Last,First,middle initial unless you are applying in the name ofsomeone else or other entity, such as a company. Ifso, indicate the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan Other(Please name other activity) Do you personally(or through your company,spouse,sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business,including a partnership, in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer ar employee owns mare than 5%of the shares. Yes Noy--,— If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold - -- Title or position of that person_ Describe the relationship between yourself(the applicant)and the town officer or eml)loyee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C.an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: Submitted this day of 20 Signatur PrintName ���-'^ �-+-� Disclosure Form APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK /Z/ --0-,S'G _ _being duly sworn, deposes and says that he resides at in the State of New York, and that he is the owner of the above property, or that he is the �r�✓.r.e Z of the (Title) (Specify whether Partnership or Corp.) which is hereby making application; that there are not existing structures or improvements on the land which are not shown on the Site Plan;that the title to the entire parcel, including all rights- of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed - Owner Signed (Partorporate Officer and Title) Sworn to me this day of l :- ; Notary Z'u lj'c VICKI TOTH Notary Public Stat¢q of New York M61 0696 QV41PI-d In Suffolk C,oun2 ° Expires July 28.2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: December 12, 2015 TO: Paul Pawlowski PO Box 783 Mattituck, NY 11952 Please take notice that your application dated December 4, 2015 For permit to construct a private sports club at Location of property: 9300 Main Road, Mattituck, NY County Tax Map No. 1000 - Section 122 Block 7 Lots 9 Is returned herewith and disapproved on the following grounds: The proposed use is subject to site plan approval from the Southold Town Planning Board and Special Exception approval from the Southold Town Zoning Board of Appeals, pursuant to Article III, 280-13 B. (7). You may now apply to these agencies directly. ------ -- ------------ Aut orized 'ignaturc Cc: File, ZBA, Planning Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. S6ro� FORM NO. 3 vv\ µ. ff TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL [9ing Board� DATE: December 12, 2015 TO: Paul Pawlowski PO Box 783 Mattituck, NY 11952 Please take notice that your application dated December 4,2015 For permit to construct a private sports club at Location of property: 9300 Main Road, Mattituck, NY County Tax Map No. 1000 - Section 122 Block 7 Lots 9 Is returned herewith and disapproved on the following grounds: The proposed use is subject to site plan approval from the Southold Town Planning Board and Special Exception approval from the Southold Town Zoning,Board,of Appeals,,upursuant to Article 111,280-13 B. (7). You may now a ly to these agencies encies directly. � g Aut bear i d i m nature Cc: File, ZBA, Planning Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. T 'N OF SOUTHOLDUIL IT APPLICATION CHECKLIST BUILDING DEPARTMENTDo you have or need the following,before applying? TOWN ALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Ixanrrrxed �.....__, 20.__ . Single 8c Separate _, ... Storm-Water Assessment Form Contact: D sa a roved a/c 20..—.._ Mail to:— dp PP Phone: Fxl.7iratio� ,20 411 Vol Building Inector� APPLICATION FOR BUILDING PEIN'11.1 w d. Date 20,- INSTRUCTIONS a. This application MUST be completely filled in by ewter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot p`an showing location of lot and of builins . reises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Bui"ldi 'I s ector"will-issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection`throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f• Every building permit shall expire if the work4iutho i,ed has not comm enced within 12 months after the date of issuance or has riot been completed within 18 months"from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector, ay authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether d,::pphca,ut ia'o;�mu-I,J ss ,,,agent, architect, engineer, general contractor, electrician, plumber or builder m s • Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. `'t P, Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Lot 1. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use end occupancy b. Intended use and occupancy A"t 1. Nature of work(check which applicable): New Building .ddition Alteration Repair Removal Demolition Other Work t. Estimated Cost Fee (Description) I (To be paid on filing this application) i. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars i. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of agi g-atnuctures, if any: Front S� ear - 0 Depth Sy Height Number of Stories Dimensions of same structur erati r itn : Front Rear De th � . . .,, : ,., , p' � �� eight �-� Number of Stories Dimensions of e�e � struction Front` R °ar Depth Height �nber of Stories �. Size of lot: Front Rear � /g �`_ 7 ' � '' Deptlt 0. Date of Purchase. :,7 ✓ ame of Former er ' 1. Zone or use district in which premises are situated Q 2. Does proposed construction violate any zoning lam, ord.iq*ee or regulation? YES NO 3. Will lot be re-graded? YES NO-1 ill excess fill-° e ze_ 'owed from premises? YES N 4. Names of Owner of premises L '""L � dre X A* W hon e o. Name of Architect Address Pone No Name of Contractor Addre Phone No. 5 a. Is this property within 100 feet of a tidal wetland or a freshwater,wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C..PERIVUT'S MAY BE REQUIRED. b. Is this property within 300 feet of a tidal.wetland? * YES. NO A * IF YES, D.E.C. PERMITS MY BE REQUIRED. 6. Provide survey, to scale, with,.accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at-10 feet or below, must provide topographical data on survey. 8. Are there any covenants and restrictions with respect to this property? * YES NO ><— IF YES, PROVIDE A COPY. CONNIE D.BUNCH Notary Public,State of New York TATE OF NEW YORK) No.01BU61WOW QuaWW in Suffolk County OUNTY SS: Commission Expires April 14, � OF�) being,duly.swbm, deposes and says that(s)he is theapplicant (Name of individual signing contract) bove'named, ;)He is the (Contractor,Agent,Corporate Officer, etc.) _. 'said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; at all statements contained in this application are true to the best-of his knowledge and belief, and that the work will be :rformed in the manner set forth in the application filed therewith. Nom tp before me this r day Notary Public �; �-Signature of Appl is FpR INTERNAL USE ONLY ��,� >I1 I � � SITE PLAN USDETERMINATION Initial Defiermi nation Date Sent:1 —-- — Date: 1 ' ProjectName .._ A Project _. ." Zoning District: . Suffolk County Tax Map No-1000- ��2 - — � � .c Request _ .. ,, mm _. .. �. lic < tdrsn and s�.p[ orl.rng doc�.tr �entatie r a to y (Note; Copy cit Budding I c""rill prcl� c sort .psr-', or uses should be subrilitted.) - r�r���.itted:� ��--. ,m-�- .� ...�. " initial Determination as to whether use is P t In f lan isrequir d: etermrnation as to whett� 'e p _. .. .. Signature .�..�._ Planning Department (P.D. � � -.pate of Comment�f----- p.D.mate Received:? — Comments: lilt .- t w Reviewer � o1` nn �r rrlate-Staff e ature Sign Date: / Decision: .� .. All Photo,413�, ........ ............ I dit C4 M LU v Y a ° ry nna.. p �[ a� °a ��, t.. 1 N ce Lu o R x cl) I%W Ol Ll. o'm o , c . z v) ....... LAMI h z r, K IL NoniuivN JO dVN MaN3" 't avow aaepis MN jo 's go g ff.6 -16 113 6�5 c om z lo o. ad rl Y 7d o' 2 om o z z p wk z- p W3, or o- .0 1 o- m. No 1c, 6 .�z I p W,�.. w pu �b bo 'o E, w'G, S,:� tzn o m lupi rao I, r x No R P m No mo x 3 �00.az.oz 5, -ZG9,t �[ IL L U, In L� 71 4a sw 96 L io 0 LT41 32F, ................ ;0 LI Pa ;e p . 16 �... ul T En I I I lidd ",M .00,fmrOZ N 7 G*o all 3UiS W`V0 :d3WO Mind3s R 7 ...........- I I I- t. Y „ .._ 1. 1 4r r. .. — IY � LL Lu i Y Psi L c ui d Y s fll�i : ; �� �,ems , eon ,I �, � � _ � -I Ei 3 LV _ , w LU wis v v LL LL LL LL U. y� O O UL CL � /�j///%%i r / 9��//' �j f//rp���i����%'� z w 0 S2 i t W >+A-U PAT, �5C- .:_ FOR INTERNA. USE utvuY :. . SITE PLAN E E"TERMINi4TIOh1 .... , i.i(�r�+z _ Il�itial Dei.�lI�a�I�ation r _ - Date Sent: �.... µ..._ Date: _2- (757 ject,Name: Pro Project Addres"....n' .- . 2� _ �_ .�._--- Suffolk County Tax Map No-1000- Zoning District: Request, � �.�..�. -.�..�_ to Application and s - - _ upporting docunITwentation a Note Copy But pp proposed use � . � i;�ae submitted•) aro o ed use oi-uses rlaoo4ci initial Determination as to whether use is p errn!tted _W_ �. -.. _... 11 ..4 Initial-Dete.rmination as to wheth o plan is regwred=_ ..�_...,��.�..�.�._ Signature Planning Department ent P.D.) �. 1 P.D. Date Received:. ._ Date of Cottdent: ..-.� �._. _. _ .. ` µ . F Comments: _4a Signature of tinning t.-Staff Reviewer Final Determina'ion Date: Decision:__ _ _ f t Riiild ..._ G c��,nafiirP n� ina InnPrnr TOWN OF SOUTHOLD � � ��a 9a %; � �� BUI.T -NG PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT "`� '11A 11 Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 �......__ 4 sets of Building Plans TEL: (631) 765-1802 ' ' Planning Boardpproval. FAX: (631) 765-9502 �ru'���q 4ir7P ig�i Survey �- SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: .20 Mail to: Disapproved a/c _.. Phone: Expiration _mmmm 20 Building Inspector APPLICATION FOR BUILDING PERMIT �L Z Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 7w (' Si gnature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician, plumber or builder r ? Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. ,,� �� ", Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet /00- ""7 County Tax Map No. 1000 Section Block _Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work A' (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of ctures if an Front I ear Depti, r® Height Number of Stories Dimensions of same structub--W4aerations or additions: Front Rear Depth eight Number of Stories 8. Dimensions of etre n. Aostruction: Front Rear Depth Height ~— giber of Stories " 9. Size of lot. Front, Reaa.- z7 Depth / 10. Date of Purchase - ✓ �o l Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO ill excess fill be removed from preMises? YES N 14. Names of Owner of premises PAU(-' °A " gess a" Itora o. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ry. * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES` * IF YES, PROVIDE A COPY. CONNIE . BUNCH Notary ,Slate of Now York STATE NEW YORK) small " p Suftk County SS: Cornmission Expinn App 14, , COUNTY .................... being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S) e is the _...... (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application-, that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn before me tplms day olQL mW ""' .. 20 o � Notary Public ( � Signature of Apppic" 541... To: Zoning Board Applicant: Paul Pawlowski " Sports East" Re: Property Location 9300 Main Road Mattituck Date: 12/10/15 Dear Zoning Board, I would like to apply for a special exception for property location 9300 Main Road in Mattituck.The special exception I am asking for is for an Athletic Club. Please note that the athletic club will be a membership-based sports club.This will be an indoor and outdoor sports club.The main sports we would like to propose are:tennis,soccer, pickle ball,indoor swimming pool, indoor basketball,indoor physical fitness activates. Our desire is to first receive this special exception,and then work closely with the planning board to ensure the site plan is the best it can be. I realize you have a lot to consider when rendering your decisions. Please know that we feel strongly that the very core of this proposal is in the best interest of our community as a whole, and we will work hard with the planning board to protect and buffer the immediate neighbors as well.This type of facility requires a sizable piece of property in order to have enough parking, enough flow for health dept.needs and also enough space to ensure that the project protects and improves the scenic view for all neighbors and residents. Aside from the special exception,what we are proposing will not require any variances.Our proposal will meet all parking requirements and setbacks required by code, and will more than triple the side yard setback requirements.We will also be able to meet every code requirement for septic and storm water runoff.Not only will we meet the code requirements,we will also preserve more then 50% of the property with our proposal. We will work with the DOT to ensure we address any traffic concerns that may arise.When it comes to traffic concerns,this property is adjacent to the widest part of the Main Road in all of Southold Town, and we know that proper turning lanes can be installed.With this type of use,we can also keep all existing trees along the Main Road and on all four sides of the property, as this is a destination for local members verses a business needing road exposure. I would like to point out a few things that we have taken into consideration in our sketch plan: 1. The majority of our activities will be indoors—there will not be a noise concern for neighbors and residents.Any outside activities will be located closest to the main road for noise purposes so that residential neighbors are not affected. 2. We are proposing to keep the large existing trees on the site and have the non- disturbance buffers more then triple the code.The building will not be visible from all four sides, and we will add landscaping as needed to make sure that this goal is achieved. 3. Parking and Traffic-The parking will be adequate and will meet all code requirements.We can also add turning lanes and potentially a'right turn only' for traffic leaving the site heading east.We will work closely with planning and DOT on this -we have the ability to make this work for the proximity the project is proposed. 4. The outdoor synthetic sports field will be the first of its kind here on the North Fork. If allowed by the district and town,we will permit local schools to use this when needed for no charge. S. In the Master Plan the planning board has been working on, I feel one of the main components missing in our town is a sports facility. 6. Bonding- My partners and I understand this is a large project for our town,and we are more than willing to bond the project so that it is completed with no issues at all. I do understand the possibility that some might be concerned about the effects this project may have on our community. I truly believe we have made that a top priority. I pledge that we will make every effort to become an integral part of the community and provide a facility that Mattituck/Southold Town will be proud of. I know the amazing and positive impact sports can have not only on individual students and participants,but also on the community at large. Through sport education,we can teach our young athletes the importance of dedication, hard work,teamwork,respect, fitness,healthy living habits and many more valuable life skills. For the adult and senior members of our community,we plan to offer many activities that promote good health and fitness with activities that include swimming,running,tennis, volleyball,pickle ball,and many others as we grow along with the community.We are inspired to create a place where families can come together to exercise and participate in various activities and sports in a wonderfully welcoming environment. I respect the role of the ZBA, and I feel what we are proposing is in the best interest of our community and the very best use for this property.I look forward to working with you and answering any questions and concerns you may have. Regards, Paul Pawlowski ZONING BOARD OF APPEALS TOWN OF SOUTHOLD,NEW YORK Phone(631)765-1809 (631)765=9064 APPLICATION FOR SPECIAL EXCEPTION Application No. Date Filed: TO THE ZONING BOARD OF APPEALS, SOUTHOLD,NEW YORK: Applicant(s),/�G / � /�� , _—of Parcel Location: House No f��street Hamlet fs,� Contact phone numbers: r - SCTM 1000 Section -/2� Block 7 Lot(s)�Lot Size',04? Zone District___Z_0_U hereby apply to THE ZONING BOARD OF APPEALS for a SPECIAL EXCEPTION in accordance with the ZONING ORDINANCE,ARTICLE , SECTION , SUBSECTION C for the following uses and purposes: as shown on the attached survey/site plan drawn to scale.Site Plan review[ ]IS or[ ]IS NOT required. A. Statement of Ownership and Interest: is(are)the owner(s)of property known and referred to as Hamlet) _ -- identified on the Suffolk County Tax Maps as District 1000,Section Z Elock Lot { and shown on the attached deed. L( The above-described property was acquired by the owner on B. The applicant alleges that the approval of this exception would be in harmony with the intent and purpose of said zoning ordinance and that the proposed use conforms to the standards prescribed therefore in said ordinance and would not be detrimental to property or persons in the neighborhood for the following reasons: C. The property which is subject of this application is zoned 9D and [ ]is consistent with the use(s)described in the CO(att a y),or [ ]is not consistent with the CO being furnished herewith for the following reason(s): IJI [ ] is vacant land. COUNTY OF SUFFOLK) ss.. STATE OF NEW YORK) (Ssgnatur Sworn to before me this day of .20 (Notary Public) ZONING BOARD OF APPEALS TOWN OF SOUTHOLD,NEW YORK Phone(631)765-1809 (631)765-9064 APPLICATION FOR SPECIAL EXCEPTION Application No. Date Filed: Page 2 General Standards,please answer the following as it pertains to your project: A. The use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts BECAUSE: Or B. The use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts BECAUSE: C. The safety, the health, the welfare, the comfort, the convenience or the order of the town will not be adversely affected by the proposed use and its location BECAUSE: D.Tlfe-use�will-be-in-harmony with-and--promote-the-general-purposes-and-intent-of-Chapter----- 280-142 BECAUSE E. The use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, pm ticularly with regard to visibility,scale and overall appearance BECAUSE: F. All proposed structures, equipment, and material shall be readily accessible for fire and protection BECAUSE: Police P We cv�/� hyo/lc �✓._ff��-_ J� a.��i�� �ia��� 14 ha t/� Cc/1 s�r2 oo c c- G. The proposal shall comply with the requirements of Chapter 236, Stormwater Management BECAUSE: !.t/e cu,,4 a,e � . 49 m""te A. With the proposed used of a Health,Fitness and Sports Club we feel that is will not prevent the orderly use of adjacent properties or of properties in adjacent use districts because we will take into consideration when working with the planning dept.that we exceed the non disturbance buffers zones as our proposed set backs more the double the setbacks needed by code. The main sports etc will be inside verse outside so that the nearby uses will not hear or be bothered by the proposed use. The sport fields that are outside will be closest to the main road verses near the residential properties'. We area that we are proposing is mainly used as a commercial use now as it is on the main road in the main hamlet of Mattituck B. Because we feel that since it is an indoor use mainly that we will not prevent the orderly use or the legal use of the use districts, we will work with the planning board to make sure all parking areas, entrances,setbacks,landscaping etc are done to the best of our ability. This is a large piece of property and we will protect the neighboring properties from noise and make sure that the private use of the club is within the current code with special exception C. Because what we are proposing will not affect the safety of the location and its current use, we will ensure proper traffic flow,parking,lighting and means of egress. We feel this will enhance the welfare of the community and the uses as this town needs a health club,and sports facility. As a comfort level and convenience.The indoor nature of this project will protect from noise,the landscaping with protect the scenic view and the site plan will allow for the best use of this property as proposed D. Because we feel that a health club is residential by nature and,this will be used for recreational use only by our town residents. E. Because we will protect the visibility by keeping all large mature trees surrounding the property and including along the main road, the scale is better then is we were to build this out with residential houses,and the appearance will be keeping with a north fork feel. We will be keeping all mature trees surrounding the property to protect the scenic view for every neighbor,we will improve the landscaping and we will disturb much less with what we are proposing then the alternative of a major subdivision APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) Applicant: !� `7��1 l Date Prepared: t Z (V5__ l I. For Demolition of Existing Building Areas Please describe areas being removed: _ df ► ' II. New Construction Areas (New Dwelling or Ne AdditionslExten ions): Dimensions of first floor extension; Dimensions of new second floor: Dimensions of floor above second level: _ r Height(from finished ground to top of ridge): Is basement or lowest floor area being constructed? If yes,please provide height(above ground) measured from natural existing grade to first floor: III. Proposed Construction Description (Alterations or Structural Changes) (attach extra sheet if necessary)- Please describe building areas: Number of Floors and General Characteristi FORE Alterations: Number of Floors-and CI)P. ; s WITH Alterations: , IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: Proposed increase of building coverage: 16 lr l�' Square footage of your lot: q,961 I� Percentage of coverage of your lot b building area: ►� II� V. Purpose of New.Construction: fila k- VI. Please describe the land contours (flat, slope%,heavily wooded, marsh area, etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): MY.10 Pe Please submit seven (7) photos, labeled to show different angles of yard areas after staking corners for new construction), and photos of building area to be altered with yard view. 7/2002; 2/2005; 1/2007 QUESTIONNAIRE SPECIAL EXCEPTION FOR FILING WITH YOUR ZBA APPLICATION 1. Hasa determination been made regarding Site Plan review? Yes 2!� No If no,please inquiry with the ZBA office and if site plan is required,you may apply to the Planning Dept.at the same time so both applications can be reviewed concurrently. 2. Arethe ny proposals to change or alter land contours? a. o Yes please explain on attached sheet. 3. Are there areas that contain sand or wetland grasses? A/O a. 2.)Are those areas shown on the survey submitted with this application? _ b. 3.)Is the property bulk headed between the wetlands area and the upland building area?_ —1-0-- c. 4.)If your property co tains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction? Please confirm status of your inquiry or application with the trustees: AV _and if issued,please attach copies of permit with o2 conditions and approved survey. 4. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? 5. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? A O Please show area of the structures on a diagram if ariy exist or state none on the above-line. j 6. Doyouu have any construction taking lace at this time concerning your premises? yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: 7. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to obtain copies of them. 8. Do you or any co-owner also own other land adjoining or close to this parcel? If yes,please label the proximity of your lands on your survey. 9. Please list present use or operations conducted at this parcel and the proposed use _ (ex:existing single family,proposed:same with garage,pool or other or vacant proposed office with apartments above,etc.) Authorized signature and Date AGIRICJLT` PAL DATA-STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD . MIEN TSO rJSE•ThS FORM: Thefo'rin must be cormPleed by•tlre site plird approP4'tile vaMytce,•,or subdivision,approval on pr opertp wid drt art.agricultural dlstr�ict't?ti witlriri " 00•feet W a faint.op'erarki7i located in agricrtltural district;All applicatiolrs.requiring an agricrilttirul data 'stiz elneltt tibia he refttred to the,Siiffolk County Department.of Planning in accordance•with seddotts 239= rri arcd"Z3n of tlier[etal Municipal Lain 15 Naine bfAp�licant: �}Addtess of A.pplicaiit:= • ,�o ' ;►c'' ��3 •t''' �'l9 3) Tairtrd of Land-0Wit var(if atlier than apph6artt) 4)Adtires's of Land Droner:..:- _- o, 3)Desctriiptidti of X'ropbsed Proj ect: 6)'Larat t)h'of P46dy(road=d tiik tap number):44,9 - , :61 }L-the p c l iitbiri an gridu�iii al district? No Elycslf yes,Agrieuitural District Number-% • ,r 8)Ts,this pas tf•1'aofively.faixm"ed�l •Y'es 9)°_Nairne and 'address `of ariy, owner(t)_of land°within the"agdcultural ;distrief containing active faM 'aO afion(s)16cated 500"feet df the boundary of.the prgprised"project: (info�atiorn'.inna�►fre.a railabie tbrou h - the T . n'Assessor `Ofiioe,.Towir Nall lacafi6xz'(765­19a7)-or frotr�'atiy pulilxc coi4puter':at the Tout I lorAtioas.by vie'p`v ing theparcel nundhecs on tbeTown of 5outliold Real.PropertyT Systema. -Name'aiiti Address - 4: (Pleaso use haOk side of page if more thin six properfy owners are.identified.) A The 46t ntimbers dray be obt4iAed,in.advance,Wheii remie.sted from the OfRce of the'Planhing Board-at 76-' " 1938.or the Tariirr9 B' d of Appeals at 765-1809. .. . Si6attlyd of Applioant - Date Nofe: I:The focal ba-aid will kvlipif 6dmiitent�koin the owners of laud identified above in order to consider the effect of the•proposed.actioii On ttieir farm operation.Soiicifation wifl be made by supplying.a co0y of this staleftient.. 2r c6mri eixts rcturned-fo.the local board wffbe taken into considerating as part of the overall review of this application. 3.The elerk to the local board is xesporisible°for sending.copies of the-completed Agricultural Data Statement to'the properly owners identified above.The dist f6r rnztiling shall be paid by the applicant at the time the application is-submitted"for review.Failure,to pay at such time,-means the appliedtion is not complete and cannot be acted upon by the board.- 1-14-09 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C. the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which ii7cludes all of Southold TownJ. 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 mast be explained 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 d e). ? 7-9 PROJECT NAME .!12 . The Application has been submitted to(check appropriate response): Town Board ❑ Planning Boardo Building Dept. ❑ Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: ❑ Nature and extent of action: Location of action: �ko 140'rd kD I Vl.A/rf-q-K. ` , _ Site acreage: 9,0 Present land use:`— V&,t- /t Present zoning classification:, 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:__ (b) Mailing address: (c) Telephone number: Area Code (d) Application number, if any:__ Will the action be dircctl undertaken, require funding, or approval by a state or federal agency? Yes Ll If yes,which state or federal agency? 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. t es ❑ No ❑ Not Applicable Attach additional slieets 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 El Yes 11 No of Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Figes 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable Attacli additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No �of Applicable Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Ryes ❑ No ❑Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. El Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes I � No — of Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ NoTtiNot Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. bzri�yes❑ No❑ Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. U Yes ❑ NoiA- ,ot Applicable Attach additional sheets if necessary Policy 12. Protect agricultural Iands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. Yes ❑ NogNot Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No of Applicable /' �1 I� v�/ TITLE DATE PREPARED BY Amended 017 811105 61 Z20 Appendix B . Short Environmental Assessment Form 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 l 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: Project Location(describe,and attach a location map): r �Q ' !� Brief Description of Proposed Action: Name of Applicant or Sponsor. Telephone: E-Mail: Add City/PO: State: Zip Code: 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 ofthe proposed action and the environmental resources that 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: J 3.a.Total acreage of the site'of the proposed action? acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? Q —acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban VRural(non-agriculture) Industrial Commercial]61kesidential(suburban) o Forest . o Agriculture 0 Aquatic c3 Other(specify): o Parkland Page 1 of 4 i f 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:_ X 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES 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 Ifthe proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? IJ.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.agencyry--._-- — b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbodv 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: ❑Shoreline >korest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban. ❑Suburban 15.Does the site ofthe 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? XNO❑YES Xr b.Will storm water discharges be directed to established conveyance systems(runoff and s orm drains)? If Yes,briefly describe: ❑NO t Page 2 of 4 i r 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: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsorname: Date:/ Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 a nd other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" •� �'°�,� ,�. 3 -ti�� �ryc,�.�;�� 3� � � No,or Moderate y x� 1. Will tlte_proposcd_action_crcate amatcrial-conflict-with an adopted land useplan or'zaning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? F-SW the proposed action impair the character or quality ofthe existing community? the proposed action have an impact on the environmental characteristics that caused the lishment of a Critical Environmental Area(CEA)? the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonab!y available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: N1- a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. -Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 E I Y4Pj No,or Moderate Al�1 7 small to large impact impact ma y may cur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determinaflon of significan& The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 t1fat was answered"moderate to large impact May occur",or if there,is a need to explain why a particular element of the proposed action may or will not result in a'significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that tile impact May Of will not be signiflmL Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope,and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. E3 Check this box ifyou have determined,based on(lie inibrination and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. 0 Check this box ifyou have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agcncy Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page.4 of 4 APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of SOUtIlald's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of 13ossihie conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : Z�� gweo-,�Ie_ +,, (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) 9- Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If No,sign and date below.If YES,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold- Title or position of that person Describe the relationship between yourself(the applicanttagenttrepresentative)and the town officer or employee. Either check the appropriate line A)through and/or describe in the space provided._ The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation.) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of ,20 l Signature f Print Name �" L 1) Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold.Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant b eneficial-arid-ador-se--off ee"en-the-c-e astal-aroma{tic-h7Deludes-aU-eM euthe ld-T-ewn): 1 If any question in Section C on this form is answered"yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept. Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan, subsidy) (c) Permit, approval, license,certification: Nature and extent of action: 5 o - r c L'7 t Alf I Location of action: AP Site acreage: Present land use: Present zoning classification:_/'V 0 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provide (a) Name of applicant: L (b) Mailing address: PV 6® Nle-�t.�-� C(I} (c) Telephone number: Area Code( (d) Application number, if any: Will the action be dir ctly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No If yes,which state or federal agency? DEVELOPED COAST POLICY --Policy- .-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. es ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pa es 3 through G for evaluation criteria ❑ Yes ❑ No + of Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria li�lYcs ❑ No ❑ Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria El Yes l__1 No ! Not Applicable Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes No Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III— Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. See Section III—Policies Pages; 34 through 38 for evaluation criteria. Yes No Jot Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes 0 No ! Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public accessand�recrea�V , coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section.III—Policies; Pages 38 through 46 for evaluation criter`a. Yes No Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. Se LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. U Yes [:1 No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. LJ Yes ❑ No ��ot Applicable Attach additional sheets if necessary Policy 12. Protect-agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. Yes ❑ No of Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No Not Applicable rr ' 7 ILING DRESS: PLANNING BOARD MEMBERS so 4 A P.O. Box 1179 Southold, NY 11971 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLIAM J.CREMERS CAI. Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Y' C i Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTOLD MEMORANDUM To: Accounting From: Planning Department Date: May 26, 2016 Re: Deferred Revenue The Site Plan Applications referenced below have been accepted by the Planning Board and the funds may be processed to Planning Applications Revenue Account B2115.10. Thank you. .. & TaMap # Amount Check D� Applicant/Project Name x......., ate te -East End Tick Control 97.-3-2 $588.66 3/30/15 � -Sports East 122.-7-9 $500 & $11,650 12/14/15 & 3/15/16 -Craft Master Hops 108.-1-1.1 $500 4/1/16 -Cornell Properties 63.-1-15 $400 4/25/16 -Fishers Island Club 4.-6-9 $1,297.10 5/2/16 JM OFFICE LOCATION: fla,.191211- r MAILING ADDRESS: Town Hall Annex x` tv o P.O. Box 1179 54375 State Route 25 " , Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) " Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Departure - . Date: March 15, 2016 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applican...._.... " .."...._......... t/Project Name & Type j--fix Map # Amount Check Date/No.11 Sports East Fitness Club Site Plan 122-7-9 $11,650 3/12/16-#2192 Steven David Marsh JAM Aft. STEPHEN'DAVID MARSH 4934 SW HEWETT BLVD Fidelity Account(s) 2192 PORTLAND,OR 97221 80568/1012 Dat: Pae to ther of e �y� �e..... a hack. U MB HalA,IN A, w o x+sr av r aw as uw^m rm ® W°wasu.,uw l NriG'.::1 For wc 1: LO L 20568 L1: 2 L9 2077 L07 L5 143677v OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex 'Of $a�r,� P.O. Box 1179 54375 State Route 25 Q l� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov moo` � 4 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department 6- Date: December 14, 2015 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/Project Name & Type Tax Map # Amount Check Date/No. Sports East Fitness Club Site Plan 122-7-9 $500 12/14/15 -#1853 Pawlowski Inc. JAM PAWLOWSKI INC 1853 Att. PO BOX 783 50-791R14MA MUCK,NY 11952 7 .ata Pay to tho $i Order of e allars F Capif r 70n Sink Capital One,N A. For _ ' AP L 0 2 140 7 9 1 24 70 L 70 00 4 1611' L8 5