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1000-140.-2-21
SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION PLAN NOTES: 1) ELECTRIC SERVICE TO BE INSTALLED UNDERGROUND ® PROPOSED ACCESSORY STRUCTURE ' B- Q 2) "NO PARKING" 51ON5 SHALL BE POSTED ON NORTH SIDE OF PIKE STREET ALONG THE PARCEL FRONTAGE PROPOSED 2ND STORY ,:`. W W 5) ALL DELIVERIES SHALL BE DIRECTED TO UTILIZE THE J OFF-STREET LOADINIG AREA IN REAR OF BUILDING. USE EXIST. (m OF PIKE STREET PUBLIC RIGHT-OF-HA'1' FOR LOADING, RAILROAD TRACK Q �_' (V PARKING OR STANDING 15 PROHIBITED -�� '� NCO Rp.\LRO EL.=16.0' 0 NG co p O O 4- .`.`•`W`W`.` `.'.`.`.'.`W p m � PROJECT / ZONING DATA LANDSCAPING, SCREENING AND BUFFER - SUBJECT PROPERTY C o O cc W Q 0 li O DUMP5TER5 W .W.W,WI' TAX MAP # 1000-140-02-21 SOUTHOLD TOWN CODE 280-a5 sf �i•'.W. W W W-W WWWW-y W W W W W W W•W-W- -W W W `- -y• W.`• .W W *r'`' EXI5TINC-7 �/AGANT LOT LOT FRONTAGE # OF TREES # OF TREES tf REQUIRED PROPOSED HAMLET BUSINESS (HB) ��-W-W-`-`•`-`. �` ZONING DISTRICT ONE SHADE TREE PER 40 FEET OF LOT FRONTAGE O IS 4 4 LOT AREA 0.52 AGRE5 SOUTHOLD TOWN CODE 280-ci5 EL.=16.6' � .��W y.W.W.W.W.W.W.i.W.W.`.WW ,W - ---- �v 0.' PLANNING ;APPROVAL PENDING .W.W ...WWW. .WWW.WW..W .L.WWW.W. • IG `I; # OF '%�¢ PARKING AMOUNT AMOUNT •-�-J 5 SUFFOLK COUNTY HD APPROVAL C-25-0125 PENDING SPACES REQUIRED PROPOSED U ONE TREE FOR EVERY 10 PARKING SPACES 22 3 TREES 4 TREE5 12 I• . '' (REAR YARD)' W ZONING RE�ULATI ONS MAIN BUILDING 22 220 S.F. 671 S.F. -�J m c7 r. 10 S.F. OF INTERIOR LANDSCAPING FOR EACH ul .W. PARKING SPACE SOUTHOLD 'TOWN CODE CHAPTER 280; ATTACHMENT 4 8 .j':,ar�tia• LANDSCAPING W N PROPOSED EASTERN RED CEDAR - W - 0 (JUNIPERUS VIROINIANA) 7REE5: W W `. r�' 25% OF LOT p rro; PROPOSED COMPLIES TOTAL LOT AREA 22850.0 S.F. AREA - 5712 5 U • 2" CALIPER SHADE TREES TO F ... OG PROPOSED LANDSCAPING 5,762.0 S.F. BE PLANTED ` I:• '` MIN. FRONT' YARD 15.0 15.0 YES 25.2% • 4 TOTAL - W .G5`W .,;�*�f ., '°f t° PROPOSED PARKING INTERIOR < • • 10' SPACING "W", "' MIN. SIDE 1(ARD 10.0 15.1 YES LANDSCAPING 671.0 S.F. 2.a% • TO 6ROpV TO 50-50, - - - .. :r*:x4o P;: W C.•. . - -. ,rr. MIN. GOMBIINED 25 p 4a.7' YES TOTAL LANDSCAPED AREA 6,455.0 S.F. G W I "I' `'" 51DE YARG�5 ",,rtkti�%• PROPOSED SUN AND SHADE MIN. REAR YARD 25.0' a15A, YES GRASS SEED MIX: .`.` n W •W ,<r. cl CV] • SRA55 TYPES: A BLEND OF Qj. o y W`.`W........W O I Cz W�I. t6�• I MAXIMUM H1E16HT 55.0' 51.3' YES C� c -10% TALL FESCUE, 50% MIX � OF PERENNIAL RYE, AND 4 .. . 22.0' '. .. Ia.O' THE FOLLOWING BEST MANAGEMENT PRACTICES ARE KENTUCKY BLUEGRASS. - REQUIRED IN ALL LANDSCAPED AREAS: • SUN TOLERANCE: &ROWSClIxict, Tyr W-W•. W- -. t'i" WELL IN FULL SUN (6+ HOURS) � W,W 2 I .W.�... PARKING I. USE OF NATIVE, DROUGHT-TOLERANT PLANTS A5 WELL A5 PARTIAL SHADE �- STALL .•W I::,. o, II. FERTILIZERS: ONLY THE USE OF ORGANIC (4� HOURS) `. W FERTILIZERS WHERE THE WATER-SOLUBLE NITROGEN 15 • DROU6H7 TOLERANCE: YES `, LJ O .t LOT GOVER:AGE NO MORE THAN 20% OF THE TOTAL NITROGEN IN THE f MIXTURE CAN BE USED • TRAFFIC TOLERANCE: ,ar,yp �` III. A MAXIMUM OF I LB. OF NITROGEN PER 1,000 MODERATE �.` 2 2 2 O W ''•;*r;��� SOUTHOLD iTOWN GODS CHAPTER 280; ATTACHMENT 4 SQUARE FEET IN ANY ONE APPLICATION WITH A - 4 O' t°`��.-; CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS. PE % LOT tbp:; DE50RIFTIGON (FOOTPRINT) AREA COVERAGE 1,000 SQUARE FEET PER YEAR; Iv. THE APPLICATION OF FERTILIZER PRODUCTS TOTAL LOT' AREA 22 81I S.F. CONTAINING NITROGEN, PHOSPHORUS, OR POTASSIUM ly ONE WAY N `W I '°•c�Po; TRAFFIC- - -N - - - - . ,, . .a BETWEEN NOVEMBER IST AND APRIL IST 15 PROHIBITED PROPOSED) COMMERCIAL V. THE USE OF PHOSPHORUS-CONTAINING LAWN r - .• !' BUILDING (Y�41TH FRONT ROOF 5,555 S.F. 15.6% FERTILIZER 15 PROHIBITED UNLESS ESTABLISHING A NEW 45.0 •. ',r,:.�"1. ADJACENT COVER) LAWN OR SOIL TEST SHOWS THAT THE LAWN DOES NOT t.f .W - x DWELLING HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE W �• I5' x 45 54.4' ^`i TOTAL AREA OF ALL STRUCTURES 5,555 S.F. 15,6ry THREE BOLD NUMBERS. THE NUMBER IN THE MIDDLE 15 � LOADING ZONE w/ PUBLIC W &XW ADA AREA W" '� ¢ WATER THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, E.G., VAN-AGGE55IBLE 24.0' '` 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE MIDDLE OR Ico.O' BUFFER W` ; MAXIMUM LOT COVERAGE ALLOWED: 40% LOWER 15 NOT RESTRICTED. PRODUCTS WITH A NUMBER I---1s✓-.I� . E4 E3 E2 54b' '°;::' W / .*'moo HIGHER THAN 0.67 MAY ONLY BE USED IF A NEW LAYr1N I BEING ESTABLISHED OR A 501L TEST INDICATES IT IS NECESSARY. ADJACENT PROPERTY .` ,r, ¢ OFF-STREET PARKING REOUIREMENT5 - PROPOSED USE SCTM *1000-140-2-20) 5.0 �;s: TEST HOLE "(: `ifs': FLOOR AREA BY UNIT (5.F) TOTAL `. EL.=16.05' TYPE OF USE REQUIRED NUMBER OF PARKING ADJACENT COMMERCIAL ."W .W, .`IW,. / n ,' �r PARKING SPACES #1 #2 #3 TOTAL SPACES BUILDING w/ PUBLIC WATER v LJ REQUIRED N PROPOSED ONE STORY ;;; H Z I` COMMERCIAL BUILDING j :� : a 1 PER 200 S.F.OF SROSS 1I4 TI4 3.6 w �'- I`,. .,W IW., .' +•%.4 RETAIL FLOOR AREA W ?ry • GROSS S.F.: c I PER 2 SEATS OR I SPACE PER o ,' '," "I FIRST FLOOR- 3,416 S.F. -. ;�i: RESTAURANT(] O .. �:'-,, 50 S.F.OF GROSS FLOOR 353 345 6g8.0 14.0 I. TAKE-OUT SPACE V *r' o EXISTING rf„� >( z I`.`.`. . I..W PROP. WATER ... .; al'I HEDGE APARTMENT' I PER APARTMENT 1.0 SUPPLY LINE; .W `IW MATCH 0 OF TOTAL(ROUNDED UP): 1q W - •I EXIST. LINE EI ... 1� W.W FROM STREET 24 0' .W- : I \ OFF-STREET PARKING COMPLIANCE - PROPOSED USE � PROP. ROPOF (I-� �) COVfER W I W W BI -•-•- - - -• 35.7' ,II m REQUIRED PROVIDED W \ TOTAIL PARKING SPACES Iq 22 PROJECT: ,} I •O I I v- W .I ACGESSI15LE PARKINS SPACES 14.2' 14.5' 6.7' EXIST. WATER W VAN-ACCE5351BLE PARKINS SPACES(4) I I 615 PIKE ST. L LC■ 172.61' ® EL.=16.4 j METER t WATER EL.=15.5 I SUPPLY L11 0 PER TOWN A STANDARDS GODS 280-98 COMMERCIAL BLDG. - � PER 2010 AMA STANDARDS FOR AGGE55IBLE DESIGN,TABLE 208.2. VAN-AGGE555IBLE PARKING SPACES ARE NOT IN ADDITION TO THE AGGE55IBLE PARKING SPACES S 165°45'40" W I L15TED IN TWE ROW ABOVE.THESE SPACES ARE AMONG THE ACCESSIBLE PARKING SPACES,BUT --------------- -------- -L__---__________ _ I ALSO PROVIIIPE AN ENLARGED MINIMUM qb"-WIDE ACCESS AISLE AS REa.V TO ACCOMMODATE A 1 - __ _ _ ------ WHEELGHAIR1.LIFT. EXIST. STORM I 1 PROPOSED EASTERN REDBUD I I EXIST. WATER MAIN GUT TO B� - DRAIN INLET I 0 I (GERGIS GANADEN515). TREE5: REUSED AND 615 PIKE STREET EXIST. FIIRE i � I w w I HYDRANT 1 • 2" CALIPER SHADE TREES TO Z I MAINTAINED EXIST. EDGE i S T R T BE PLANTED I EXIST. EDGE OF PAVEMENT` 1 • 4 TOTAL I OF PAVEMENT MATTITUCK, N.Y. 11952 PROPPOSED I p.'�I BURIED ELECTRIC 1 EXIST. STORM • 25' 5PACIN6 p I EXIST. DESIGN FLOW CALCULATIONS LINE I 1 7DRAIN INLET • TO GROW TO 20 30' I UTILITY ____ ___ ____J---__�___ --_------------------ I EXIST. GAS MAIN POLE ADJUSTEG� GROSS LOT AREA (ACRES) DRAWING TITLE: ---------- __ 0.52 I POPULA710N DENSITY EQUIVALENT (GPD) 514 PROJECT LOCATION &SCOPE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - _ SITE PLAN & ZONING DATA - - - - - - - - - - - - - - - - - EXIST. EXIST. OVERHEAD WIRES UTILITY PROPOSED SANITARY FLOW POLE FLOOR AREA DENSITY LOAD DENSITY KITCHEN/GRAY KITCHEN/GRAY HYDRAULIC USE OF 5',TRUGTURE/AREA (GROSS S.F.) (2) FACTOR LOAD LOAD FACTOR (6PD) (1) (GPD/S.F.) LOAD (6PD) LOAD (OPD) WET STORE: w/ FOOD PAGE: (DELI/TAKE OUT w/ UNDER 2,540 0.05 70.2 0.12 250.5 551.0 I6 SEATS 551NOLE SERVICE) G DRY 5TORIE Sao 0.05 26.7 N/A N/A 26.6 L-0 1. \\ (U APARTM;IENT UNIT 451 - 510 150 150.0 N/A N/A 150.0 v 600 S.F. TOTALS: 246A 2502) 527.7 DATE: 04/17/26 1. OF 6 (1) -TOTAL DEN5ITIY LOAD MUST BE LESS THAN OR EQUAL TO THE CALCULATED POPULATION DENSITY EQUIVALENT.THE POPULATION DENSITY EQUIVALENT WOULD NORMALLY BE CALCULATED BY MULTIPLYING THE ADJUSTED 6RCG55 LOT AREA BY 600 SPD/ACRE,A5 PER SECTION V1I.I.a OF THE 5GDH5 'STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN 51N6LE-FAMILYf RESIDENCES. SITE LAYOUT NOTES: «-THE SROSS FLLOOR AREAS OF SHARED STAIRWELLS HAVE BEEN DIVIDED EVENLY AMONG THE UNITS WHICH SHARE THEM. I. THIS IS AN ARCHITECT'S SITE PLAN B 15 SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED FEBRUARY 21, 2024, M05T RECENTLY UPDATED APRIL 02, 2025, AND PREPARED BY: SECCAFICO N.Y. STATE:ANDDSURVEYOR PG I APR 2 7 7026 NYS L I C. #051040 Vi S I TE I � 500 MONTAUK HIGHWAY SOUTHOLD TOWN .- L 1'LANPUNG BOARD MORICHES, NY 11155 SCALE: 1" = 15'-0" (651) 878-0120 I Q W G W c) J (V � C � O O }' C9 O C N z 0 CL •c� u) 2 x cv O 0 O +- ' 0 °° +_, c9 +� N � � O Q W 4 U • - 4� � � m U Qm 0 PROFQSED STORAOE FROFOSED STORAOE PROPOSED STORAOE O I,O-7 I S.F. 8-14 S.F. 1,030 5.F. —� (UNF I N I SHED $ UNGOND 1 T 1 ONED) (UNF I N I SHED � UNGOND 1 TI ONED) (UNF I N I SHED $ UNGOND I TI ONED) � O u> GLO. HOHT. C LO. HOHT. C.LO. HOHT. 6 s CZ C 0 77777 . . Q PROJECT: 615 PIKE ST. LLC. COMMERCIAL BLDG. 615 PIKE STREET 2�i -8 26 —�f 24'-7" MATTITUCK, N.Y. 11952 DRAWING TITLE: PROPOSED FOUNDATION PLAN FRV=05F_D FOUNDATION PLAN 50ALE: 1/4" = 1'-0" PAGE: PL-03 DATE: 04/17/26 OF 6 G3�GC�OMC�D' '• • APR 2 7 2026 SOUTHOLD TOWN PLANNING BOARD I I a 0 w uj J () � C O O L O C (v z0 � 2 X N O O O 4-+ 1 O m c NO cu Q a O II_I II ol 2 U •- 4� � I II I� II I II 4 Q • — oANkum <17C,HEN/EMPLOYEEAREA —� —126 S.E. _ iGITGHEN/EMPLOYEE ® 10 II - ' AREA PROPOSED 61 f 2 S.F. ' • = 567HR06M li PROP05ED 48 SE BATHROOM , o o PROPOSED RETA I L ABOVE I TAKEOUT — UNIT #I PROPOSED PROPOSED RETAIL TAKEOUT — UN 1 T #5 10-1�i S.F. TOTAL 567HROOM — m 1 UNDER 16 SEA75 48 SF ' 1,05-7 S.E. TOTAL O ' — — — UNDER 16 SEA75 2�I_O II 1 41_o II I-2 II 1 41_01I GL. HC HT. GLC. HC HT. GLC. HC HT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - — - PROPOSED RETAIL — UNIT #2 S.E. z � Z 11J 141_OII — - - - — - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - — - - — 0 1 N GLO. HC HT. 1 PATRON AREA _ m PATRON AREA 1 545 S.E. O PROJECT: - - - - - - -� _ 615 PIKE ST. LLC. 2-1'-111 ems'--1" 24'-011 COMMERCIAL BLDG. d I ti ✓ P P I O I I ♦' ✓ ✓ P w e'eo �s •oei �°si �pbi •Oi eN 1". IX. ~Oi �°si �•si �•si�°• •°b •�Oi 615 PIKE STREET o�aol.e. •• d . • ,d . •• d . •- d . ••,d . .. , , .. , . •. , . ..°, .. , . .. _:•°°, . MATTITUCK N.Y. 11952 % asoo Teo ;'°%°'o o °o%^°a' °e%�°' °�a°;o• o a°°o' aso' , e ,avo'• ° avo'' ° ae ae a"ee a e' aae�o ;aaoae :a•='fig<e.a,:ope•.•'��va•'��op.o'��<o"�� '��oe q6 oeo"¢��;7'�o: o�g ap° �.o�goe�e•• o n DRAWING TITLE: :, . :, . :1 :1.. :`.. :,., r,. :`.. !o.. :1.. :o.. ':;.•.:;a':�.. :`e J !`; ;1ti :,� :`�, :14K ti o ti a 4 w 4 ti P w° P ✓ .~ � 4 '0$dq ,d ,d ,I • ,d • 1 ,d • ,d •e,d ' ,1 ,d ,d ed �d •°,4 d� • d d d •° d ' d ' ("l • d•. d ,d • PROPOSED FIRST FLOOR PLAN °o o °o°°°o a c ;L o o °S°,Sg °",°Te•g ;g=^eoo °!^ °r^°. ° °v°. • 4 0•0 • °t ° °. °r;•a° or ar'°° or•T °r;•T or^T ° or^o° °r;•o•.. o PROPOSED ROOF GO\/ER e'`1e 'tae>�a °°sae>�e '.e° �aa<��. °ore gee •°aao�. °°oeo °eaee�o �ane��e roaae<�. °Sae;5�Pe%eC ee g e°OS aeeo •a°°°moo •�a°°`o •�a°°moo 'aa'do �a°0�oaa •�a°°moo .aa,e�o �°."�e�,'aa .e�°off .ea°ego ,btie6o :p� iel P.q�.:pe.e��.:a,.ee::eP.��-.:e�.oeq:oe..d�:aP.od,=e;.qd_'o��,��� a,°:•s. . ,o:•aep bo;.. ees,. 'e es,. e e eao ee ea�o>3eo� 'eae> °oeo,. o . o . o . o . o i o ♦ o ♦ o . o•< o e o e o j�a i�i �o.e o'o i'^'��•p•':Sa.p ew�'0• b�'e;.odv:p' b�:p• b9+�•B.ej.1 p;.g�.:p^ S� p• 0 oeo oa oee o e o°e oei"' ode*o""v°s oei"�' o:i^''• I_oII � 1-72 L / 241_-711 701 PAGE: PROPOSED PLANTERS (TYP.); PROP. BOXWOODS 2' H 1 C H PROPOSED ROOF COVER PL-04 DATE: 04/17/26 '� OF:6 ] fi='ROPOS�ID F I fi�ST FLOOR PLAN SCALE: 1/4" Kd , Lo �_. APR 2 7 2026 SOUTHOL TOWN PLAfJNING 60ARD 0 w Lucu J co C Lo O � O '- r O z O O O N o.. 'cB Lr) c X N 0 O O 4-+ -c Om Z (9 N V) 4 o CD a O W ..�J 70 U •- 4� D 4-J m + U L- • Q 0) — �_o Cf) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - On (D - - - - - - - - - - - - - - - - - - - - - - - - - - - - - < - - - - - - - - - - - - - - O oo I ATTIG _i o o ATTIG A FA RTMENT 51�O S II II II VAULTED 0 GEILINO/ i II — II Z II II OFEN TO ai 5ELON o I2'-5Y2" I PROJECT: I 615 PIKE ST. LLC. COMMERCIAL BLDG. II m II VAULTED cal ATTIG I I 615 PIKE STREET GE I L I NO/ I MATTITUCK, N.Y. 11952 II DRAWING TITLE: PROPOSED FIRST FLOOR PLAN II II II 17 - - - 7 PAGE: II- - - - - - - - - - - - - - - - - - - � I IL- - - - - - - - - - - - - - - - — � L — — — — — — — — — — — — — — — — — — J L- — — — — — — — — — — — — — — — — Ll PL-05 DATE: 04/17/26 OF (p FROPOSED SECOND FLOOR PLAN 50ALE: 114" = I'-O" 77 !3 EE c' 11PR 27 2Q26 SOUTHOLD TOWN PLANNING BOARD � I a 0 w w J (y) a � N c Lr) o D O _0 } O rl- N(AX. ALLOWABLE HE I OHT O C N z 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — C- cu � d- c 2: X :3 N 0 O O Om � C4 N c O a O N II © DODO DODO 0 0 m IL CU AFF OX. ADJACENT BU I LD I NO Al�:IPROX, AD.JAGENT BU I LD I NO L— 0) I I I - Q SIGNAGE TO BE GEVTER G_L. G L. CJ) (TYPICAL) n 1 W CONTEXT r�)I AORAM SCALE: I/8" = 1'-0" SAX . LLOE3LE HE OAT w U 1 _ / I H O / 0 m PROJECT: - - -_ _-- 615 PIKE ST. LLC. COMMERCIAL BLDG. f 615 PIKE STREET ll MATTITUCK, N.Y. 11952 _I DRAWING TITLE: PROPOSED ELEVATIONS \ \ %it Ut Vt ®6 51 C---�,NAOE TO E3E CENfiE:7,E� (71'71 GAL) DATE: 04/17/26 5 OF 6 FROF05EI7) 5OUTH ELEVATION (FRONT) SCALE: 1/4" = 1'-0" 1 APR 27 2'076 `° ImTHOLD TOWNJ„ PLANNING BOCiRD LLJ Lu J (a co c Lr) O - 7 0 0 C N z 0 a •� � Y � 2 X N 0 O O +� i 0 mp 4 t9 NO O O W 4J U • — ® ® ® ® ® --� W CD NORTH ELEVATION (REAR) SCALE: I/4 - I -O --------- ---- ---- ----- --- -- - - - LLI----- -- - - -- - -- ----- - - T - F� - - .. - ---- - - --- - - - - - - - -- - - -- -- -- - PROJECT: -- - --- - - - -- -- — —_ _ a COMMERCIAL BLDG. - - -- - - - --I 1 11 i� 1� 1� 1� F7 1� -IFIJ 1� ---- - ------ I I - 615 PIKE STREET MATTITUCK, N.Y. 11952 DRAWING TITLE: PROPOSED ELEVATIONS PAGE: E F5-1 [E Ed - : PL-07 1� Z .L� I -J� I DATE: 04/17/26 6 OF 6 NE57 F-LEVA%71 ON (L;EfT) EA57 ELEVAT I ON (R I O HT) SCALE: 1/4" = P-O" SCALE: 1/4" = 1'-0" r°� _ a ,APR 2 7 2026 SOUTHOLD7OWN PLANNING BOARD BLEDS RAS Project: Type: Prepared By: Date: Driver Info LED Info Type Constant Current Watts 13/10/6W 120V 0.1OA/0.07A/0.05A Color Temp 3000/4000/5000K 208V 0.07A/0.05A/0.03A Color Accuracy 83-84CRI Color:Bronze Weight:0.0lbs 240V 0.06A/0.04A/0.03A L70 Lifespan 100,000 Hours 277V O.OSA/0.04A/0.03A Lumens 833-1,7201m Input Watts 5.98-12.06W Efficacy 135.5-148.3 Im/W Technical Specifications Field Adjustability Power Factor: Color Consistency: Field Adjustable: 99.5%at 120V,92.1%at 277V 7-step MacAdam Ellipse binning to achieve Field Adjustable Light Output: consistent fixture-to-fixture color 13W/1OW/6W(factory default:1 OW) Photocell: Color temperature selectable by 3000K,4000K and Integrated photocell included with on/off switch Color Uniformity: 5000K(factory default:4000K) RAB's range of Correlated Color Temperature follows Surge Protection: the guidelines ofthe American National Standard for Compliance L-L 2kV;L-G 4kV Specifications for the Chromaticity of Solid State UL Listed: Lighting(SSL)Products,ANSI C78.377-2017. Suitable for wet locations Aux Power Supply: No Construction Electrical Full Cutoff: Dim to Off Allows for conformance to the IDA's fully shielding Driver 13W:Constant Current,Class 2,120-277V,50/60 Yes requirement,emitting no light above 90 degrees. ' Hz,120V:0.1 OA,208V:0.07A,240V:0.06A,277V: Performance Housing: 0.05A 1 OW:Constant Current,Class 2,120-277V,50/60 Lifespan: Die-cast aluminum Hz,120V:0.70A,208V:0.05A,240V,0.04A,277V: 100,000-Hour LED lifespan based on IES LM-80 0.04A results and TM-21 calculations Lens: 6W:Constant Current,Class 2,120-277V,50/60 Acrylic lens Hz,120V:0.05A,208V:0.03A,240V:0.03A,277V: Optical 0.03A BUG Rating: Reflector. 13W:B1 UO G1 High reflection polycarbonate Dimming Driver: 10W:BO Uo G1 Driver includes dimming control wiring for 0-1 OV 6W:BO UO G7 Cold Weather Starting: dimming systems.Requires separate 0-1 OV DC The minimum starting temperature is-40°C(-40°F) dimming circuit.Dims down to 10%. LED Characteristics J Maximum Ambient Temperature: THD: LEDs: Suitable for use in up to 40°C(104°F) Long-life,high-efficacy,surface-mount LEDs 4.02%at 120V,14.83%at 277V Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:www.rablighting.com Copyright©2025 RAB Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Pagel of 3 MC2lT_10 ICF.® JUN 12 2025 SOLITHOLD'i 0,,-m PLANNING BOARD i r BLEDS IRAS Technical Specifications(continued) Green Technology: Mercury and UV free.RoHS-compliant components. Finish: Formulated for high durability and long-lasting color Installation Mounting: Integrated j-box and an optional wall plate included. Other Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five(5)years from the date of delivery to the end user,including coverage of light output,color stability,driver performance and fixture finish.RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty: I Dimensions Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:www.rablighting.com Copyright©2025 RAB Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Page 2 of 3 JUN 12 2025 SOUTHOLD T04vN PLANNING BOARD BLEDS RAS 10 1/2" 42" -• 2 1/4"' ------------- Ordering Matrix Family Size/Wattage Mounting Height ColorTemp Finish Driver Options BLED S 13/10/6W Blank 42" Blank 3000/4000/5000K CCT Adjustable Blank=Bronze Blank 120-277V,0-1 OV Blank=Integrated W=White Dimming Photocell Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:www.rablighting.com Copyright(0 2025 RAB Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Page 3 of 3 ru UN .12 2025 OUTHOLD TOWN PLANNING BOARD SLIMS RAB Project: Type: Prepared By: Date: Driver Info LED Info Type Constant Current Watts 18/28/38W 120V 0.1SA/0.23AL0.30A/0.31A Color Temp 3000/4000/5000K 208V 0.10A/0.14A/0.15A/0.17A/0.18A Color Accuracy 80-83CRI Color:Bronze Weight:0.0 lbs 240V 0.09A/0.1 2A/0.1 3A/0.1 SA/0.1 6A L70 Lifespan 100,000 Hours 277V 0.08A/0.11 A/0.14A Lumens 2375-5247 Im Input 17.7-37.5W Efficacy 119.2-158.1 Im/W Watts Technical Specifications Field Adjustability Dimming Driver: Finish: Field Adjustable: Driver includes dimming control wiring for 0-10V Formulated for high durability and long-lasting color Field Adjustable Light Output: dimming systems.Requires separate 0-10V DC 38/28/18W(factory default 28W) dimming circuit.Dims down to 10%. Green Technology. Color temperature selectable 3000K,4000K and Mercury and LIV free.RoHS-compliant components. 5000K(factory default 4000K) Photocell: On/Off Photocell(factory default"Off) 120-277V selectable photocell that can be turned on Compliance and off. UL Listed: Performance Suitable for wet locations Lifespan: Aux Power Supply: 100,000-Hour LED lifespan based on IES LM-80 Yes IESNA LM-79&LM-80 Testing: results and TM-21 calculations RAB LED luminaires and LED components have been Dim to OfF. tested by an independent laboratory in accordance LED Characteristics Yes with IESNA LM-79 and LM-80. LEDs: Construction ADA Compliant Long-life,high-efficiency,surface-mount LEDs Cold Weather Starting: Meets ADA Requirements for wall-mounted Electrical The minimum starting temperature is-40°C(-40°F) luminaires. Driver: Maximum Ambient Temperature: IP Rating: 38W:Constant Current,Class 1,120-277V,50/60 Hz, Suitable for use in up to 40°C(104°F) Ingress protection rating of IP65 for dust and water 120V:0.31 A,208V:0.19A,240V:0.16A,277V:0.14A 28W:Constant Current,Class 1,120-277V,50/60 Hz, Housing: Trade Agreements Act Compliant: 120V:0.23A,208V:0.15A,240V:0.13A,277V:0.11 A Die-cast aluminum This product is a product of Cambodia and a 18W:Constant Current,Class 1,120-277V,50/60 Hz, 120V:0.15A,208V:0.10A,240V:0.09A,277V:0.08A "designated country"end product that complies Lens: with the Trade Agreements Act Tempered glass Gaskets: High-temperature silicone Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:www.rablighting.com Copyright©2025 RAB Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Pagel of 2 �C�GO�D JUN 12 2025 SOUTHOLD TOWN PLANNING BOARD SLIMS RAS Technical Specifications(continued) Installation Mounting: Heavy-duty mounting bracket with spring-hinged housing and"kick stand"allow for easy installations. Conduit entries on back and both sides. Other Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five(5)years from the date of delivery to the end user,including coverage of light output,color stability,driver performance and fixture finish.RAB's warranty is subject to all terms and conditions found at rabiighting.com/warranty, Dimensions Features I00,000-Hour LED lifespan 0-10V dimming standard 9 —� 5-Year,no-compromise warranty 9 13/16" '— 3 3/8" —� Ordering Matrix Family Wattage ColorTemp Finish Driver Options SLIM �S XXS=7/5/3.5W Blank=3000K/4000K/5000KCCT Adjustable Blank=Bronze Blank=120-277V,0-10V Dimming Blank=No Option XS=25/18/12W Y=3000K Static W=White /LC=Lightcioud S=38/28/18W /LCB=Lightcloud Blue M=55/41/27W L=60/45/29W Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:www.rablighting.com Copyright©2025 RAB Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Page 2 of 2 C�C�Cfl�D JUN 12 2025 SOUTHOLD TOWN PLANNING BOARD WFRL6R149FAl 20WS RAB Project: Type: Prepared By: Date: Driver Info LED Info Type Constant Current Watts 14W 120V 0.13A Color 2700/3000/3500/4000/5000K 208V N/A Temp Color Color,.Whit ' °lbs 240V N/A Accuracy 90 CRI 277V N/A L70 50,000 Hours Lifespan Input Watts 14W Lumens 1,2001m Efficacy 86 Technical Specifications Performance L70 Lifespan: Color Temperature: Product Type: 50,000-Hour LED lifespan based on IES LM-70 results Field adjustable via dip switch Round,Edge-Lit Wafer 2700/3000/3500/4000/5000K Electrical Description: Driver. Color Accuracy(CRI): Round,edge-lit wafers with a slim form factor and Constant Current,Class 2 60 Hz;120V:209mA >90 CRI selectable color temperatures.Available in 3",4",5", 6",and 8"models with either smooth or baffle trim, THD: R9 Value: all with 90 CRI and TRIAC/ELV dimming. <20% High color performance with R9 greater than 50 Wattage Equivalency: Power Factor. Color Consistency: 100W Incandescent >0,9 <4-step(2700K&5000K)MacAdam Ellipse binning to achieve consistent fixture-to-fixture color Input Wattage: Dimmable: 14W Yes,dimmable down to 10%on compatible Color Stability. TRIAC/ELV dimming systems.See Dimmer LED color temperature is warrantied to shift no more Nominal Lumens: Compatibility List. than 200K in color temperature over a 5-year period 1,2001m Input Voltage: Color Uniformity: Measured Lumens: 120V RAB's range of Correlated Color Temperature follows 1,2081m @ 2700K;1,2141m @ 3000K;1,2581m @ the guidelines of the American National Standard for 3500K;1,2751m @ 4000K;1,2531m @ 5000K Operating Frequency: Specifications for the Chromaticity of Solid State 60 Hz Lighting(SSL)Products,ANSI C78.377-2017. Efficacy: 86m/W @ 270oK; Operating Temperature: 871m/W @ 3000K; -4°F to 104°F(-20°C to 40°C) 901m/W @ 3500K; 91 m/W @ 4000K; LED Characteristics 901m/W @ 5000K Beam Angle: 110°±10° Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:www.rablighting.com Copyright©2025 RAB Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Page 1 of 3 JUN 12 2025 SOUTHOLD TOWN PLANNING BOARD C WFRL6R149FA120WS RAB Technical Specifications(continued) Installation DLC Listed: Other Remote Driver/Junction Box: No Compatible Products: Die-formed metal driver/junction box with captive WFRL-GOOF-6R-8R-W hinged junction box cover.Listed for maximum of Certification Model Number: 6"-8"Goof ring round white (4)12AWG through branch circuit conductor DLW0076(WFRL6R149FA120WS) suitable for 90'C permitted in box.Easy to wire in WFRL-TRIM-6R-BS 2in/2out(plus ground)applications.(4)conduit pry- California Title 20 Compliant: 6"Color trim round smooth black outs.(3)quick snap-in connectors for quick and Can be used to conform with the requirements of reliable line voltage connections.Integral mounting California Title 20 WFRL-TRIM-6R-BRS facilitates direct mounting to building structure or 6"Color trim round smooth bronze mounting frame. California Title 24 JA8 Compliant: Can be used to conform with the requirements of WFRL-TRIM-6R-BNS Mounting: California Title 24 Part 6 6"Color trim round smooth brushed nickel Recessed,no housing required California Energy Commission(CEC)Status: DLPLATE/WFR3468/NB Construction Lawful for Sales in California Mounting plate for 3",4",6",8"with nailer bar Size: 6„ NEC Compliant: DLPLATE/WFR3456 Suitable for use in closets.Compliant with NEC Sec. Mounting plate for 3",4",5",6"with nailer bar Shape: 410.16(A)(1)and 410.16(0). DLPLATE/WFR6/NB/CL Round Mounting late for 6"with nailer bar and dr wall IESNA LM-79&LM-80 Testing: g p Y Finish: RAB LED luminaires and LED components have been collar White tested by an independent laboratory in accordance with IESNA LM-79 and LM-80. DLPLATE/WFR6 Enclosure Material: Mounting plate for 6"wafer Metal+plastic RoHS: Mercury and LIV free.RoHS-compliant components. E'Extension 6'Extension cable Trim Style: FCC: Smooth EXTCBL-FA-12 Complies with Part 15 of the FCC Rules 12'Extension cable Lens Finish: Frosted Trade Agreements Act Compliant: This product is a product of Cambodia and a E0'Extension 20'Extension cable Lens: "designated country"end product that complies Polycarbonate light diffuser distributes light evenly with the Trade Agreements Act DRI-25-EMGR-DC and smoothly for general lighting applications Emergency driver 100-277V 25W Compliance DRI-2I-EMGR-DC-D10 Listings: Emergency driver 100-277V 21 W 0-10V T20 LIL Listed Warranty: Environment: RAB warrants that our LED products will be free from Suitable for use indoors and outdoors in dry,damp, defects in materials and workmanship for a period of or wet environments. five(5)years from the date of delivery to the end user,including coverage of light output,color IC Rated: stability,driver performance and fixture finish.RAB's No warranty is subject to all terms and conditions found at rablighting.com/warranty. Air Tight: Housing certified Air Tight as per ASTM E283 Energy Star Approved: This product is ENERGY STAR'Certified. Energy Star ID: 3553977 Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:www.rablighting.com Copyright O 2025 RAB Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Page 2 of 3 JUN 12 2025 SOUT'HOLD TOWN PLANWNG BOARD WFRL6R149FAl20WS FLAB Dimensions Features 5 color temperatures in 1 SKU(2700K,3000K,3500K,4000K,5000K) Super slim edge-lit fixture for thin fixture depth No recessed housing orJ-box required a New construction or retrofit applications j UL wet location rated Smooth diffused uniform light distribution I_ Dimmable down to 10%on compatible dimmers Spring loaded retention clips / Robust,die cast aluminum construction IC and airtight rated 5-Year,No-Compromise Warranty Ordering Matrix Family Size Shape Wattage CRI/Color Temp Driver Finish Trim Depth WFRL ��f R Cj 14 AL _ 9FA 1 00 4=4" R=Round 14=14W 9FA=90CRI,2700/3000/3500/4000/5000KCCT 120=120V W=White B=Baffle Blank=Standard 5=5" S=Square 23=23W Adjustable D=120W277V B=Black S=Smooth S=Shallow 6=6" 13=13W 9CCT=90 CRI,2700/3000/3500/4000/5000K CCT 8=8" 12=12W Adjustable 3=3" 10.5=10.5W 9=9W 6=6W 3"onlyavailable in round, 120V,and 6W 4"model5 onlyavailable with 120V.120-277V driver sold separately.Available wattages are 9W&70.5W. 4"shallow wafer only available with baffle trim and 9W 5"models only available in round,120V,and 12W 6"standard 1201/only available in 73W and 14W 6"standard 120-277V only available in 13W 6"shaHow wafer only available with baffle trim and 13W 8"wafer only available in 23W Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:www.rablighting.com Copyright©2025 RAB Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Page 3 of 3 G3C�C�C��MGG' JUN 12 2025 :.•.iOWN OARD xi ate°' `!" ' . _, n.*.w r.�g++rg• >r ., �.,.► �* ti ° b a o GENERAL REQUIREMENTS: t �; :;atf ,t `� a:° v ,. , a'`~✓, ` • •� SITE LAYOUT NOTES: 10. Vacuum testing: Seal the empty tank and apply a vacuum to four ELECTRICAL REQUIREMENTS: , �, �''' �' I. THIS 15 AN ARCHITECT'S SITE PLAN 4 15 SEPTIC SITE PLAN NOTES I. After Installation of the I/A OATS and prior to completion of (4) inches(IOOmm) of mercury. The tank Is approved If ctO% of "° ; , ® �* �� '`' `,.° CONTROL PANELS: , !,� SUBJECT TO VERIFICATION BY A LICENSED PROP. HYDRO-ACTION AN500 I/A OATS; work, the Installer/contractor shall contact th,e architect for an vacuum 1s held for two minutes. �'• *� ( SURVEYOR. THE INFORMATION i MAINTAIN 5' MIN. SEPARATION FROM PARKING LOT; Installation Inspection as per SGDHS standards. I. The control panel box must be placed outside on a suitable \ / =:�> �'� w SUE3�E�T FOFET� O p p 11. Water testing: Seal tank;fill tank with water to outlet Invert pedestal near the structure that it serves. Alternatively, the panel ° '^� �a.�a °` fit. E :'! �� REPRESENTED ON THIS SITE PLAN 15 TO THE VENT TO ROOF AS REQ.-D. 2. The Installer must hold a current Liquid Wae,te License pursuant to elevation let stand for 24 hours. Refill the tank to the outlet Invert box may be mounted on on outside wall of the structure (Preferable �.� " 'a�"„' d'' .- '�` ; .ram ,� �.� ARCHITECTS BEST OF KNOWLEDGE. PROP. 20"0 POLYLOK DISTRIBUTION BOX (SAMPLING POINT • Q q P y P t, .. �.. . w �, 2 ), Suffolk Count Code Chapter 563, Article VII (Septic. Industry after the 24-hour period is complete. Let the tank stand for an a utility room, and not a living s ace). Other locations for mountln x, MAINTAIN V MIN. SEPARATION FROM I/A OATS 4 V MIN. y P P y P P y gp n g �► ' � , Businesses) through the Suffolk Count Department of Labor, additional 10-hour period. The tank is approved If water level Is the panel box will be considered by the Deportmento a ► ,# .�i �r ��. : .. .. ,,,,, � 2. SURVEY INFORMATION WAS OBTAINED SEPARATION FROM LEACHING POOLS. Licensing and Consumer Affairs,pursuant to Suffolk County Code held for the 10-hour period. Water pressure testing Is case-by-case basis and with I/A OWTS manufacturer approval. �*' - A�, �;. �, k �I �. " r: \ ` MAINTAIN 3' MIN. SEPARATION FROM PARKING LOT. t r°. ,' " ,, 1 " , �� : ° ; '.. �. FROM A SURVEY DATED FEBRUARY 2I, W §563-7q. The Department of Labor, Licensing, and Consumer Affairs recommended to be done onsite after Installation.; !.,' i '"'� <°, •' � .� , . * t ,' « , >•. ,, �� 2024, MOST RECENTLY UPDATED APRIL 02, J O maintains a list of licensed I/A OATS Maintenance Providers. 2. The name of the I/A OWT5 04M Provider must be clear) /• '•� � ? �• ! _ ,, �_ r6 -'� 3 PROP. HYDRO-ACTION CONTROL PANEL # BURIED M y �.< , ,�"�•�: .t � .."� `_' ` " .?.4 *� ',f+r ♦' �e� 2025, AND PREPARED BY: O ELECTRICAL LINE FROM I/A OATS I/A OWTS TANK CONSTRUCTION MATERIAL REQUIREMENTS: Identified on the outside of the panel and Include a phone number + ', , �� .�. r .. Q ._ N 3. All I/A OATS must be registered with the Department In to contact in case of alarm. 5 G A PROP. HYDRO-ACTION AIR PUMP TO I/A OATS L0 'a, .' E G FIGO LAND SURVEYING PG 4 accordance with Article Iq of the Suffolk County Sanitary Gode I. Reinforced concrete shall have a minimum compressive strength • ;. /.F� ' . 4- ,,, �. y O (PER MANU. SPEC.'S) f � ;' • `, : . N.Y. STATE LAND SURVEYOR prior to the Department granting certification of completed of 5,000 pounds per square Inch (psi) at 28-days set. 3. Exterior panel placement enables the system to be serviced at '�� f, . �.., ,�° 4 ,. +: ,.�. , C an time eliminating the need to access the Inside of the building. < ' 1 y �, �. :, ' s r ;� ^� a NYS LIG. #051040 PROP. 1500 GAL. TRAFFIC-BEARING CREASE TRAP; O construction on "as built plans. y g 9 y r�r.. 4 .o .: .. .\,a.,r ✓,r.. ? ��"' S 2. Wall thickness shall be a minimum of three Inches unless the 4. The anel box must be within view of the system location to help g bs •g��� ;; ::+ s I `" : i.c. .�, 500 MONTAUK HIGHWAY O MAINTAIN 5' MIN. SEPARATION FROM I/A OATS 4 8' - -O (D �; , p \ .. ,. ,e 4. An executed Operation and Maintenance Contract between the design has been certified by a New York Licensed Professional facilitate operation and maintenance. c'� . , t ' �: A �i'•„a. 1 °:y am a , '4t"• ��' MORIGHES, NY IIg55 MIN. SEPARATION FROM LEACHING STRUCTURES Maintenance Provider and Property owner must be submitted to the Engineer as complyingwith all appropriate re requirements for thin „�• �:, , >w . p y 9c1 �' S,• i fir. ` �' PROP. &0 x 4' EFFECTIVE DEPTH TRAFFIC-BEARING Department prior to approval of the I/A OATS registration b the wall construction. All walls, bottom and to shall contain relnforcin 5. The control panel shall be laced at a comfortable hei ht for r': ' ' t ' ". F 4 �`/' �^ �� '�°`. (651) 878-0120 0 N z 0 k' O LEACHING POOL;LOCATE ACCESS COVER WITHIN PARKING 1 P P PP 9 y P 9 P P g , ""'" ,� a°+ ,,�r •..a a. De artment In accordance with Article Iq of the Suffolk Countyto resist an applied force of 300 pounds per square foot ( sf). access in accordance with Federal Emergency Management Agency . a• "'r� ` \ �• L0 X p Pp P P q P g y g 9 y , .� . �, 4 �� ..r, ,, "'• _ , k LOT ISLAND •� 0 Sanitary Code. (FEMA) flood zone requirements. - , a �1°, a Via' ,�a` N C ` r�� \_ ;' CV l., , r v� ,'- 4 rl �r m•�47i , "' �'; 1 PROPOSED GLEAN-OUT (G.OJ: C x � 3. Pre-cast concrete sections shall be sealed with one (I) Inch butyl �^ ,r „ �„ ,, i 0 4- 5. All Installed I/A OWTS are required to have on Initial 3- ear b. The anal shall meet National Electrical Manufacturers ,,� ' .• . � „�N ,` r *-,; - t' INSTALL WITHIN lo' OF BUILDING FOUNDATION WALL. O ci y rubber joint sealant which conforms to ASTM G-qqo. p m (9 warranty and operation/maintenance service contract. After the Association (NEMA) 4X specifications. s�y a f \ ' �4 K; • . 0 ,� Initial 3- ear operation and maintenance service contract has 4. All sewer pipes shall penetrate the vertical sidewall of the tank b" , `„ "� (V Oft expired, property owners are expected to maintain an operation and shall be sealed with grout or other means acceptable to the 7. All below grade wiring must be run In electrical conduit. The t•, .� ! r' .�r , , �,� t „.fin ,•• ,y ''? Q and maintenance contract in accordance with Article Iq of the Department such as watertight sealed flexible point and the pipe conduit must have appropriate seals to prevent gases and moisture , *� . ,.� _ -� drr'.e� a ,..d„' ' ( t "^ -• c. °� .. '?r*;; cc Q Suffolk County Sanitary Gode. gasket fastened to the pipe with stainless steel retractable from reaching the control panel or junction boxes. `" - ':�' '.1 , ¢ .. • '` 6° A . �" v -.99�: a i' f'.A'' e \�A 4'ia ..o nA' 1,:M► wi i�..,.e. ;', _ W '. l.::.:m 6. When on I/A OATS requires a vent, the unit shall be vented to the 5. Each system shall be equipped with a functioning warning system LA LOCATION ON MAP roof of the residence being served. Vent pipes shall extend a 5. All Joints shall be sealed so that the tank is watertight. See which will activate audible and visual alarms that can be readily minimum of 6 Inches above the roof line and the top of the vent section XVI,paragraph BA of the SGDH5 Standards. Tanks that are seen and heard by the occupants of the building served. The W shall have a minimum horizontal separation of 12 Inches to the cast in place require prior approval from the Department and must Department recommends a telemetry device be Installed to provide „_ �1J sloped portion of the roof. In cases where It Is not practical to be certified by a Licensed Professional Engineer. At a minimum, the Immediate remote alarm notification to the 04M provider covered SCALE: I -250 vent the system to the residence roof, a vent. pipe may be piped to floor and walls of a concrete tank must be monolithically poured. by the 04M agreement. _____ - - -- -- --- ----- -- -_ the exterior of the residence and terminate a minimum of I6 Inches PROJECT / ZONING DATA above grade and at least I foot from property lines. These vent 6. Whenever practical, concrete I/A OATS shall not be located q. Systems which are not designed to flow by gravity are pipes shall be located a minimum of 3 feet from any window or within groundwater. For installations that are placed within recommended to be equipped with a control panel with means of --- -- --- - doorway and must terminate with a carbon filter device. All vent groundwater, the bottom and side portions, up to 15 Inches above connecting a portable generator to operate the system during a TAX MAP # 1000-I40-02-21 DRAINAGE NOTES: pipes must have a minimum diameter of 2 inches, highest recorded/expected groundwater elevation, of the I/A OATS power outage. unit shall be monolithically constructed. In cases where this is not I. BURIED BUILDING LEADERS FROM DOWNSPOUTS r 1 7. Installation and use of the I/A OATS must conform to the practicable,the I/A OATS unit shall be water-proofed up to IS PUMPS, BLOWERS, LEVEL SENSORS. AND CONTROLS: EXISTING VACANT LOT SHALL BE 8"� MIN. V • Department's approved I/A OATS guidance document prepared in Inches above the highest recorded /expected groundwater I. The electrical junction box serving the pump motor and floats 2. INSTALL FRENCH DRAIN PERFORATED PIPING n accordance with the standards for "Approval and Management of elevation and leak tested to ensure tightness prior to operation. must be. watertight and located outside the I/A OATS tank chamber. ZONING DISTRICT HAMLET BUSINESS (HB) (10"0 MIN.) AT BOTTOM OF TRENCH w/ HOLES Innovative and Alternative Onsite Wastewater Treatment Systems. FACING DOWN. EXIST. 7. In cases when concrete tanks are Installed in rovndwater, the 2. Any blowers located outside of the I/A OATS unit must be placed RAILROAD TRACK g LOT AREA 0.52 AGRE5 5. FRENCH DRAIN SHALL TRANSITION TO SOLID 8. When an I/A OATS Is Installed to serve a riultl-tenant building or design rofesslonal shall submit buoyancy calculations to rove the on a pad (concrete, plastic or fiberglass) and have a soundproof 9 P y y P SDR 55 PVC PIPING BENEATH PAVED SURFACES complex, the I/A OATS shall be Installed with an alarm dialer Height of the tank (with or without anchoringor the addition of enclosure cover. capable of contacting the property owner and 04M provider in the ballast) will be at least 1.5 times more than theHeight of the water LOT COVERAGE g event of on alarm or emergency. The I/A OATS must also be displaced. The buoyancy calculations shall be done using highest 3. All pumps and float trees must be accessible and serviceable designed and Installed to function during power outages. This ex ected/recorded groundwater elevation with the tank empty. Soil from access openings. P 9SOUTHOLD TOWN CODE CHAPTER 280• ATTACHMENT 4 \.1C� qS U Includes utilizing In-place an in-place generator with automatic cover on to of the tanks) shall not be considered when L� �' � transfer switch, portable generator with manual transfer switch, or p 4. The floats shall be attached to a Schedule 40 PVG float tree �� P 9determiningthe amount of anchoring or ballast Height required. g g q Installation where I/A OATS can flow-through lay gravity duringthat can be easily removed for service or adjustment. The floats I 3o LOT ^�,.;:;;�:4� DESCRIPTION (FOOTPRINT) AREA �5., outages. shall not be attached to the force main. COVERAGE �' g I/A OWTS INSTALLATION STANDARDS: CD "LWI: i5;, MINIMUM DESIGN REQUIREMENTS: 5. The Deportment shall observe the um system operate through / d� I•:'`` I. Install I/A OATS tanks according to manufacturer's p pump y p g TOTAL LOT AREA � 22,81 I S.F. recommendations while conforming with these standard. All a normal operating cycle. i. I/A OATS tanks shall be constructed of precast concrete, applicable recommendations provided by the manufacturer shall be PROPOSED COMMERCIAL fiberglass, polyethylene,polypropylene, thermoplastics, or other implemented. b.lnspection for leakage of the force main fittings will be made materials In accordance with Deportment standards and IONYGRR during the um test procedure. BUILDING (WITH FRONT ROOF 4,"142 S.F. 20.5 p 9 pump P PROP. 5 CU. YD. Appendix 75-A, or NYS DEC requirements. The use of steel tanks Is 2. The I/A OATS tank shall be Installed at level in all directions COVER) DUMPSTERS prohibited. CREASE TRAP REQUIREMENTS (WHEN APPLICABLE): r°••x, r•?g•, (with a maximum tolerance in an direction of +/ one quarter inch) on TOTAL AREA OF ALL STRUCTURES 4,742 S.F. I 20.83o r,• ,, a minimum 3-inch thick bed of properly leveled and compacted sand 2. When an I/A OATS requires a septic tank for pretreatment the I. Grease traps shall be located below grade and outside the (free from rocks) or pea gravel. septic tank shall be designed In accordance with section XIV of tl•e building preceding the septic tank or sewer Tine. only discharges j•s�: MAXIMUM LOT COVERAGE ALLOWED: 40% Suffolk County Department of Health Services Standards for from the kitchen or food preparation areas may be piped to 3. I/A OATS Tanks shall be provided with a single outlet. A ��Q ,� �;•;.;•, of Plans and Construction for Sewage Disposal Systems grease traps. Crease traps shall be located In areas that are7-- Approval ° q i distribution box/manhole or distribution leaching structure may be for Other than Single-Family Residences (from hereon referred to s easily accessible for routine Inspection and maintenance. „ required for all systems with multiple leaching structures unless an the SGDH5 Standards"). NOTE: alternative design is approved by the Department. 2. Crease traps shall be constructed of concrete, fiberglass, or I. FLOOD MAP DATA: EL.=16.6 3. Unless otherwise specified, the leaching structure/system that 4. The to of the I/A OATS tank shall not be located rester than high density polyethylene in accordance with Department standards MAP #: 56105G0481H follows on I/A OATS shall be designed in accordance with section 2.5 feet or less than one foot below final rode. g and IONYGRR, Appendix 75-A, and the NY5 DEG Design Standards MAP DATE: 01/25/20001 / \ g for Intermediate 51zed Wastewater Treatment stems". \I XVII of the above-mentioned SGDHS Standards. FLOOD ZONE: X / \ � _: / \ � PROP. 5. At a minimum, all sampling manholes shall have 20-inch covered 4. At a minimum, all I/A OATS treatment tanks shall have 20-Inch p g 3. Grease traps shall be watertight and constructed of sound and access openings to grade located over the inlet and outlet. covered access openings to grade located over the Inlet and Covers shall be either 20-Inch diameter watertight and durable materials that are not subject to excessive corrosion or 2. SITE PROTECTION/SILT FENCING TO BE outlet. Covers shall be, either 20-Inch diameter watertight and Insect- roof be either cast Iron covers or thermoplastic covers at decay. Methods of ensuring tanks are watertight shall be as INSTALLED AS REQUIRED BY THE TOWN OF N / \ �PROt Insect-proof locking cast Iron covers or thermoplastic covers at p g p described for septic tanks. SOUTHOLD. P 9 p final rode. All covers shall be designed In accordance with section / °• final grade. All covers and chimneys/risers shall be designed in 5-III of this standard. g 4. All recast grease tra components shall be constructed of accordance with section XVI.4.c of the SGDH5 Standards. P 9 P P 5. SURFACE WATERS OR WETLAND5 ARE NOT - / PROF. precast reinforced concrete and capable of supporting I \ ,•t,,' 6. When sampling manholes are approved to be installed In a LOCATED WITHIN 500' OF THE PROPERTY. / D.W. 5. When a I/A OATS is approved to be installed In a driveway or drivewa or parking area, the manhole shall be designed to be traffic-bearing loads as per the requirements of AASHTO I / \ y P 9 9 H-20/HS-2o. �� \ ♦ parking area,the unit shall be designed and/or Installed to traffic bearin to meet the requirements of AA5HT0 H-20 or _ / \ : 9 q 4. ELEVATIONS REFERENCE NAVD Ig88 ? i , withstand HS-20 or H-20 loading as designated by AASHTO. H5-20 loading. / �' 5. Precast concrete sections shall be sealed with one-inch butyle 6. Garbage grinders shall not be permitted when on I/A OATS Is �, The outlet invert elevation shall be a minimum of O.I foot below rubber joint sealant which conforms to A57M C-gcIO. 5. NO VISIBLE WELLS ARE LOCATED WITHIN utilized as means of sewage disposal. the Inlet Invert elevation. 150' OF SUBJECT PROPERTY LINES. I \ /D 6. All sewer pipes shall penetrate the vertical sidewall of ADJACENT PROPERTY 7. Water softeners shall not discharge Into on I/A OATS and the g• Sampling manholes shall have an Inside diameter of 2 feet or an the grease trap and shall be sealed with grout or other 6. SITE IS LOCATED WITHIN SUFFOLK COUNTY / / 3 \L.P' 8' L.P. `� ''' (5GTM #ENT P 40-PROPERTY Deportment recommends water softener backwash be connected to E'`° P inside area of 2 foot by 2 foot. means acceptable to the Department such as watertight GROUNDWATER MANAGEMENT ZONE IV. MIN, on onsite drywall acceptable to Town or Village building sealed flexible joints and the pipe gasket fastened to the / / O Departments. q. There shall be a maximum retention depth below the outlet Invert pipe with stainless steel retractable clamps. 7, ALL SEPTIC SYSTEM STRUCTURES LESS MIN. ;- elevation of six Inches. / I ��° 8. I/A OATS tanks shall be watertight and constructed of sound and 7. The base section of grease traps (bottom slab and minimum of I THAN 5'-0" FROM PARKING LOTS OR =,9,r.gaek% durable materials that are not subject to excessive corrosion or Pact of sidewall) shall be monolithicoll cast. DRIVEWAYS SHALL HAVE AN .5" THICK -.( 5' SPACE 10' MIN. isAp 10. All sewer pipe penetrations In the sampling manhole shall be y / \ CAI \ 1 FOR decoy. TRAFFIC-BEARING CONCRETE TOP TO MEET / MIN. (TY15) y watertight and utilize flexible rubber sleeves and stainless steel __ / PROP. 2 tightening devices. 8. All concrete grease trap covers shall be heavy-duty, watertight, AASHTO- H20//HS-20. ALL COVERS OF -T--I 1 \ \E.P� q. All tanks must be watertight. Two methods of ensuring tanks are g g and Insect-proof with adjustable and locking cast Iron frame and SUCH STRUCTURES MUST ALSO MEET I r / \ / 5 r ?SPACE \ I'., :a? �C�`-��WIRE watertight shall be either vacuum testing or water pressure testing cover Installed at grade over each opening. AASHTO-H2O/HS-20 REQ'S. I - ♦ - - - - - - - - l FOR _ _ _ p; methods as follows: ` -� JUN 12 20125 Z THE FOLLOWING LOTS WITHIN 150' OF PROPERTY G.T. I I �`\ Q a w UTILIZE PUBLIC WATER A5 PER SGNA: I \ / I \ 3 SOUTNO�D TowN s 1 2� \:�Z I �,,, PLANNING EOARO O SGTM #1000-140-2-ci I I MAX.\ ` - SGTM #1000-140-2-18 I 1 (ADA) z SGTM #1000-140-2-21 1 1 1 Q I i2-s� � / ,• � 5GTM #I000-140-2-22 8"(P (MIN.) BUILDING I ( DESIGN FLOW CALCULATIONS I I \ D W /� _ 5G7M #I000-I40-2-25 LEADERS ROUTED at_°0"4r ADJUSTED GROSS LOT AREA (AGRE5) 0.52 50TM #I000-140-5-5.001 TO DRYWELLS (TYP.) ui 507M #1000-140-5-5.004 1 I (I) 5GTM #1000-140-5-4 I I X Q \ MIN• II / POPULATION DENSITY F-OUIVALENT (GPD) 514 _ SGTM #1000-140-3-6 I 1 � 0�•- ��Q \ F- (',. 5GTM #I000-140-5-11.001 PROJECT: PROPOSED SANITARY FLOW �< DENSITY LOAD DENSITY KITCHEN/GRAY 1 "° FLOOR AREA KITCHEN/GRAY HYDRAULIC I I LL=-1 j ADJACENT USE OF STRUCTURE/AREA (GROSS S.F.) l2) FACTOR LOAD LOAD FACTOR LOAD (GPO) LOAD (GPO) I I I DWELLING ,�1�\ ' Le$a 615 PIKE ST. L LC. wi/ PUBLIC NET STORE w/ FOOD ADJACENT PROPERTY I ( PROP. 1-STORY AD. FR. `1 ---.4 PROP.1 �;e: WATER SEPTIC (DELI/TAKE-OUT w/ UNDEF: 2,5,54 0.05 71.5 0.12 286.1 557.6 (SGTM #1000-140-2-20) I COMMERCIAL BLDG. w/ 3 \ P.H.j 16 SEATS SINGLE SERVICE) I I I UNFINISHED BASEMENT DRY STORE 1,876 0.05 56.5 N/A 0.0 56.5 1 F.F. EL.=16.5' I 1 ..... - 615 PIKE STREET TOTALS: 127.8 286.1 413.ci I I - - - -I - - - its°' TEST 1 %H�cvg•° �/ (1) - TOTAL DENSITY LOAD MUST BE LE:55 THAN OR EQUAL TO THE CALCULATED POPULATION DEN5I7Y EQUIVALENT.THE POPULATION DENSITY EQUIVALENT WOULD NORMALLY BE CALCULATED BY MULTIPLYING THE I I HOLE I ( �°.a; MATTITUCK, N.Y.. 11952 ADJUSTED GROSS LOT AREA BY E00 6PD/ACRE,AS PER SECTION Vll.l.a OF THE SGDHS 'STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES. MARCH 25, 2025 ADJACENT COMMERCIAL I I �'1� .a' PROVIDE 12"0 -THE&ROS5 FLOOR AREAS OF SHARED STAIRWELLS HAVE BEEN DIVIDED EVENLY AMONG THE UNITS WHICH SHARE THEM. BUILDING W/ PUBLIC WATER 1 1 /PROP (MIN.) GROSS-OVER TEST HOLE DATA 13 1 1 -- ---- 1 N % DRAWING TITLE: MGDONALD GEOSERVICES I 1 I UNIT I UNIT 2 UNIT 5 UNIT 4 PIPES CONNECTING FOB 1258 DRYWELLS (TYP.) 1,22ci S.F. 861 S.F. 1,015 S.F. 1,155 S.F. 1 �;::. NOTES SOUTHOLD, NY I Ici71 0 I I "WET STORE "RETAIL - "RETAIL - "WET STORE I :� ,' (651) 765-5671 N w/ FOOD" DRY STORE" DRY STORE" w/ FOOD" I _ °a' SITE INFORMATION / 1 J, Z I i TRANSITION 1 SUFFOL< COUNTY HEALTH r7)EFARTMENT AFFROVAL EL.=16.02' TRANSITION FRENCH DRAIN I I FRENCH DRAIN \ i / / I • i SITE PLAN TO SOLID SDR i ; _ _ OL DARK BROWN LOAM TO SOLID SDR 55 PVC PIPE / H.S. REFERENCE NO. - -- ---- O.5'- - I -- �2so 12% 35 PVC 1 / MAX. BENEATH PAVED PROP. WATER 11 \/FRbf^ DRYWELLS SHOWN w/ INLET SUPPLY LINE GRATE SHALL CAPTURE PAGE: ML BROWN SILT PROP. ROOF SURFACES (TYP.) - ---� COVER ; 7.1 2_si\\ W� 2-s� W 71 SURFACE RUNOFF; SLOPE - - - - - - - - - - - - - - --- - -I - _ SURFACES TOWARD INLET ' SIV-101000 FRENCH DRAIN w/ 10"� --- (MIN.) PERFORATED PIPE x PROP. HERRINGBONE /2i 1 \ 1 / 14°, 4 STONE, AS INDICATED N �BRICK PATIO TO MATCH "1 MAX. I 1 / cv m BY HATCHING (TYP.) PROPERTY TO WEST o x I 2� / ° V EL.=16.4' N Q 1 MAX. / EXIST. WATER Ii- DRAINAGE SYSTEM INSTALLATION NOTES: 172.61' o O 0 \ / METER 4 WATER N EL.=15.5' • A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYWELLS 4 _ _ _ I SUPPLY LINE N DATE: 05/13/25 1 OF 2 WATER SERVICE LINES, UNDERGROUND UTILITY LINES, AND THE j S 63°4540 W I EDGE OF ALL FOUNDATION WALLS -- ------ --------------L A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYWELLS 4 -------- 1 • PALE BROWN FINE EXIST. STORM ' --------------------------1------_-____I_1 _______ __ PROPERTY LINES SW To COARSE SAND EXIST. FIRE I EXIST. WATER MAIN --- DRAIN INLET • A MINIMUM 20' SEPARATION 15 REQUIRED BETWEEN DRYWELLS AND 1 HYDRANT Q I 0 BURIED PROPANE FUEL TANKS, SEPTIC COMPONENTS, LEACHING V z FIELDS, AND SEWER COMPONENTS.. EXIST. EDGE O EXIST. EDGE • A MINIMUM 2' VERTICAL SEPARATION 15 REQUIRED BETWEEN THE OF PAVEMENT F I < E S T R E E T <1 1M� 0 OF PAVEMENT BOTTOM OF DRYWELLS 4 THE HIGHEST EXPECTED GROUNDWATER EXIST. STORM O�j 1� Yd EXIST. RE�A ELEVATION. DRAIN INLET 1 UTILITY `- • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL, U.O.N. ____________ _________ _ 1 POLE • SEE ALSO SITE PLAN DETAIL ON CON57RU07ION DOCUMENTS ----------------- EXIST. GAS MAIN \ DRAINAGE SYSTEM CALCULATIONS: / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ fl WATER IN PALE EXIST. EXIST. OVERHEAD WIRES TOTAL ROOF COVERAGE = 4,ci15 S.F. UTILITY `S'W / BROWN FINE TO ?ie '+ ' TOTAL ASPHALT/BRICK/PAVEMENT COVERAGE = 0,173 S.F. / / A 3i40 TOTAL IMPERVIOUS COVERAGE = 15,0&5 S.F. // COARSE SAND POLE 0 5 10 20 50 40 50 �' 5 A O 15,Oa5 S.F. x 2" RAINFALL EVENT = 5,014.7 G.F. 5TORAGE REO.V 170, / / I FOF (1) &'(P DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH COMMENTS: GROUNDWATER S 1 TE PLAN GRAPHIC 50ALE (10) 5,0 x 8' DEEP D.W. PROP05ED = 5,577.6 G.F. STORAGE PROVIDED ENCOUNTERED 13.5' BELOW GRADE (EL.=2.52') 50ALE: I" SINOLE LINE M N EGTR SAL ZEROS TTINS o ON OFF w FA,�EL A�, D�ELL ( NO D�T�GTION J � INDICATOR INDICATOR GIRGUIT co cLo MAIN BREAKER C O L z T- O C (V O c: x c\l ND I GATOR 0 o m° GIRGUIT � N o Lo a 0 � � o RO� R�M LO�i� OUTFUT GIRGUIT D FONER SUFFLY TIME 4-J -0 AG (DC,) NFUT ON �GH MIGR000I� UT R RANOE/UNIT U • - G I RGU I T SELECTORS (1) :3 4--J M + v DED I GATED, 30 AMP S I NC LE-PHASE I L GIRGUIT E3REAKER ELECTRICAL SERVIGP Q TO HYDRO-ACTION FLG CONTROL PANEL 0 _ ♦HYDRO-ACT I ON S I NC LE LINE D I AC RAM SCALE: NT5 SLATE OR OTHER STOPPER OR STOPPER OR END PLUG SUITABLE COVEP. END PLUG SANITARY STRUCTURES ELEVATIONS SCHEDULE I w "' W TOP OF TOP OF BOT OF INLET OUTLET EFFECTIV [` " � �; •, a E . Lea J[Ev � w LLJ SYSTEM COMPONENT R15ER STRUCTURE STRUCTURE INVERT INVERT DEPTH 2 ZQZ5 SEWER PIPE Q GREASE TRAP GRADE 14.6' ILL 15.4' 12.q' a > L _ rowN - 47ELBOWS8 30• ELBOW �� I/A OWTS GRADE 14Y 7.5' 12. ' 12"1. ' n/A F.;.., oARD DISTRIBUTION BOX n/A GRADE 12Y 12.6 12.4' n/A 45• ELeow - eo• wvE LEACHING $ EXPANSIONq 8 POOLS GRADE 15. ' .2' 12.2' n/A 4'-011 ALTERNATE "A" ALTERNATE "B" CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION GLEAN-OUT DETAIL SCALE: NTS PROP. fy- HEAVY DUTY COMMERCIAL POLYLOK 20"0 D-BOX w/ HEAVY DUTY W PROP. COMMERCIAL BLDG. LOCKING CAST IRON BLDG. SECURITY GRATE (BAFFLE LOOKING CAST IRON 2 (KITCHEN LOAD ONLY) COVER TO GRADE (ALL NON-KITCHEN PROVIDE SECONDARY SAFETY PLC, CONTROL REOV IF INLET PITCH COVER TO GRADE 2 �As LOADS) COVERS BENEATH PRIMARY PANEL w/ OR EXCEEDS " PER FOOT) V 51sso� COMPRESSOR 1 10' 2'-6" 2:_pl 1O COVER (TYP.;ALL RISERS) " I'-O" MIN. 2'-6" MAX. W�L- •._ 4 --- MAX.' MAX. MAX. MAX.' 2'-6" MAX. ;,, F.F. MAX F.F. EL.=I6.3' ii e3ev AVG. GRADE EL. = 16.1' S5K MAXIMUM SLOPE d'v i CV,AWAYWEW so e 4:' HOUSE �• INV. INV. ' ' �, II 20„ 20" di EL.= 3.4' EL.=12.q' „ '-" = MIN. 4 SDR 35 p X II Q MAIN DRAIN MIN. MIN. 4 HOUSE C R ; Q MIN. 4 SDR 35 p zo.ss _ ----�-� PVC O EQ. d PVC OR EQ. ~ -- MAIN DRAI MIN PITCH �Il.lt 3 e.R P0.d SELL MIN. INV. �k -- „ ,3U MIN. 4"� SDR 35 6" TO I/A N RO„orAWEW - mPVIEw _ _ MIN PITCH ":I' PolnoxmI 11R MIN PITCH :I PVC, OR EQ. LINE PAIarNo,ao1,-� �� EL.-14.1' MIN. 6 O 5DR 35 OWTS PVC, OR EQR 35 FLO1N q PROJECT: N51oEeGx PVC, OR EQ. FLOITLINE E IAATERIAL-POLYPROPYLENE PAMRs JR I MIN. INV. - - - - - - - - .W ACCEDfl: D COLOR-BLACK IIGM COVER PART XO.•LWC 14 SE/:L ASSEM&IES INV. INV, FLOW LINE EL.=13.2 MIN PITCH .I EL.=12.7' INV. EL.=12.4' INV. CAPACITY-15GALLONS REAWLOVFAFMAOJS„<� -- .�E".Eo, MIN PITCH ":I' INV. B EL.=12.2' oRAre. ra.wnam ... . STALL RISER PARi110 O]OS /��_� `--�.�`��� ��.\ � •. It LALL RISER PMt NJ iW0.Rlt i fi PROVIDE CAST IRON 1500 EL.=12.8' EL.=12.6 2.., 1. �. GALLON F 2R M zzes s,o�R IN DROP 11 ,•, � ---' y PIPE EXTENDING 2'-0" -' m PROVIDE 12 ND GAP �"""S . LLC■ -- - - -- -- GREASE I u� LEACHING , U PIKE ST ru -', "' MIN. FROM $UILDIN6 G , PROV THK. IN. (PROVIDE E POOL(5) d w 'I° TRAP ;- BED OF SAND OR PEA TYPE LEVELING SEPTIC toto Is oe""I ._ ra AccEPr �. /�i �/ A W FOUNDATION GRAVEL BENEATH DEVICES AT OUTLETS) Lu Q warn CM t POLnasu - --A� ,. TYP.IO PLCs. PRL xD]OOt ,YRa"� tv PROVIDE CAST IRON DISTRIBUTION BOX rV �, 4/' , '� PIPE EXTENDING 2'-O" � - J1�-.. 353. OLroC M y� �: 4 MIN. FROM BUILDING �' r ✓' 8'-O° FOUNDATION „ I I I _ .. - ate /v BASEMENT $ASEMENT �`-2-Sy2 �# 5-6 �f REPLACE EXIST. 501L w/ 3' GLEAN -.•.. 615 PIKE STREET • BOTTOM $ SIDES OF .O Z ': "..:'' GREASE TRAP SHALL BE SAND COLLAR SURROUNDING L.P. -3-1�2 rn .... PRaRTgloevlEw - :*'• HIGHEST EXPECTED POURED MONOLITHICALLY ":i.: WHEN EXIST. SAND 4 &RAVEL MATTITUCK N.Y. 11952 TO A MIN. HEIGHT OF 12" "" (SP/SN) LAYER NOT PRESENT - - - -- - - 6ROUND WATER EL.=4.52' - - - - - - - - - - - - - - _ _ _ _ _ _ _ HYDRO-ACTION AN500 COL I LO�� 20 II D157. E30X DETA I L 245 NITROGEN REDUCTION SYSTEM DRAWING TITLE: SCALE: NTS - - - - - - GROUND HATER EL. OBSERVED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WIRING DIAGRAM ® TEST HOLE =2.52' BILL OF MATERIALS SYSTEM DETAILS P/N DESCRIPTION SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL HIGHEST EXPECTED GROUNDWATER: ITEM QT1'. HA-180056 TANK, AN500, 245 NITROGEN REDUCTION H C� R �RNG NO. - - AN ADDITION OF 2.0' HAS BEEN ADDED TO THE OBSERVED TEST HOLE GROUND WATER TRAFFIC-BEARING STRUCTURES: ELEVATION TO ESTIMATE THE HIGHEST EXPECTED GROUND WATER ELEVATION. THIS 150055 TANK, AN500 245 PRETREATMENT GREASE TRAP 4 LEACHING POOLS SHALL HAVE AN 5" THICK TRAFFIC-SEARING CONCRETE PAGE: TOP TO MEET AASHTO-H2O/HS-20. ALL COVERS MUST ALSO MEET AASHTO-H2O/HS-20 REQ'S. ADJUSTMENT WAS SELECTED AFTER REVIEWING MEASUREMENTS RECORDED AT A NEARBY �B 100118 COUPLING, 4" SCH 55 PVC, SXS �I U.S.6.5 MONITORING WELL. �I 240018 FT GONNEGTING PANEL 24XIq sv-102000 - MONITORING WELL SITE NAME: 5 6556.2 - MONITORING WELL SITE NUMBER: 4055500"72331502 '76066 FASTENER, 3/8-16X3 J" AT HHG5 LEACHING POOLS L51 100110 ASSEMBLY, RE-CIRCULATION 245 COMPLETE �j 1, LEACHING SYSTEM SHALL PROVIDE SUFFICIENT SIDE-WALL AREA TO RECEIVE ONE FULL DAY'S DE51&N GREASE TRAP (U FLOW(416.6 &PD), OR 300 S.F. OF SIDE-WALL AREA FOR LEACHING POOLS, WHICHEVER 15 GREATER AP600-P AP600 ATU w/PLATFORM COMPLETE LEACHING POOLS IN5TALLED IN SAND 4 &RAVEL PROVIDE 1.5 6PD/S.F. SIDE-WALL AREA DATE: 05/13/25 2 OF 2 I. MIN. GREASE TRAP CAPACITY SHALL BE ONE DAYS KITCHEN DESIGN FLOW OR 1500 E050-30-L_100-PLO E050-30-L-100-PLO �I (416.6 6PD) / (1.5 6PD/S.F.) = 2-M.1 S.F. < 500 S.F. --> 500 S.F. SIDE-WALL AREA REQUIRED GALLONS, WHICHEVER 15 GREATER. (5) &'lP x 4' (EFFECTIVE DEPTH) LEACHING POOLS PROVIDE 500 FT SIDE-WALL AREA 1,500 GAL > 2b-7.11 6AL INNOVATIVE $ ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM (I/A OWTS) (2) 8'cP x 4' (EFFECTIVE DEPTH) LEAGHIN6 POOL PROPOSED FOR 50% EXPANSION (1) NEW 8'O x 5' (LIQUID DEPTH) GREASE TRAP PROVIDES APPROX. 1,500 GAL GAP. 2. LEACHING POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). 2. CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 5,000 PSI AT 25 DAYS. I. I/A OWTS SHALL HAVE A MINIMUM TREATMENT CAPACITY EQUAL TO THE TOTAL OF ALL 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 3. WALL THICKNESS SHALL BE A MINIMUM OF 5", THICKNESS OF 8 R, AND BOTTOM HYDRAULIC, FLOWS (DESIGN FLON 4. SHOULD FUTURE EXPANSION RESULT IN MULTIPLE CLUSTERS OF LEACHING POOLS, EACH CLUSTER OF REDA THICKNESS OF 4". DESIGN FLOW = 416.6 6PD POOLS SHALL BE EQUIPPED WITH A GATE OR BALL VALVE TO ALLOW ISOLATION 4 RESTING. EACH `CO 1 10 i 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK 15 WATERTIGHT. PROPOSED HYDRO-ACTION AN500 PROVIDES 550 6PD TREATMENT CAPACITY. VALVE SHALL BE OUTFITTED w/ TRAFFIC BEARING COVER ACCESSIBLE FROM GRADE. �� ��`- 0'�'l 5. GREASE TRAP SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. 2. INSTALL ALL COMPONENTS AS PER MANU. SPEG'S.3 5. A 5' MIN. DISTANCE BETWEEN THE HIGHEST RECORDED GROUNDWATER LEVEL AND BOTTOM OF TOLERANCE OF t 1/4") ON A MIN. 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. . A 10' MIN. DISTANCE $ETWEEN THE I/A OWTS AND BUILDING WITH GELLAR/BASEMENT SHALL BE LEACHING POOLS SHALL BE MAINTAINED. 6. A 10' MIN. DISTANCE BETWEEN THE GREASE TRAP AND BUILDING WITH CELLAR/BASEMENT MAINTAINED, OR 5' MIN. DISTANCE IF BUILDING 15 UPON A SLAB. (0. A 10' MIN. DISTANCE BETWEEN LEAGHIN6 POOLS AND WATER LINE SHALL BE MAINTAINED. ~- SHALL BE MAINTAINED, OR 5' MIN. DISTANCE IF BUILDING IS UPON A SLAB. 4. A 5 MIN. DISTANCE BETWEEN THE I/A OWTS AND DIST. BOX (WHEN PRESENT) SHALL BE MAINTAINED. 7, AN &' MIN. DISTANCE BETWEEN ALL LEAGHIN6 POOLS AND I/A OWTS SHALL BE MAINTAINED. �'9l 037405 �Q4 FOF NEB SEPTIC SYSTEM DETAIL SCALE: NTS Southold Town Planning Board Work Session — May 18. 2026 — Page 2 4:00 P.M. — Applications - - 40 ProIject Name: 615 Pike Street Retail Units SCTM#--. 1000-140.-2-21 Location, 1615 Pike Street,.Mattituck Description This proposed site plan is for the construction of a I 1/2-story 4,742 sq. ft_ commercialbuilding with 4 retail units, basement storage and associated parking on 0.54 acres in the Hamlet Business Zoning District. Status: Pending Action Review Revised Plans Attachments: Staff Report ...........r Project Name- Cell Tower at Laurel Stone SCTM#: 1000-122.-6-35.4 Location 7055 Route 25, Mattituck Description, This approved Site Plan and Special Exception is for a I 10' tall wireless communication facility (cell tower) for one Verizon section 100' -110' a.g.l. and two AT&T antenna sections 80' - 100' a.g.l. and three (3) empty 10' sections for possible future co-location (all concealed within the pole), along with a 2,500 sq. ft. area for proposed associated ground equipment. There are ±5,078 sq. ft. of existing buildings including a stone supply yard and associated accessory structures, all on 1.6 acres in the General Business Zoning District. Status. Approved Action I Review Request for Renewal of Special Exception Attachments, Staff Report Project Name: I Travelers Street Affordable Housing I SCTM#: 1000-61.-1-9.1 I Location-, 53315 NYS Route 25, Southold Descrip tion. This site plan application is for the proposed interior conversion of an existing 2 — Story 1,979 sq. ft. dwelling on NYS Route 25 to include two (2) apartments at 850 sq. ft. each; the construction of three (3), 3,640 sq. ft. 2 — Story buildings, each with four (4) 813 sq. ft. apartments and unfinished basement, and twenty-eight (28) parking stalls on 1.12acres in the Affordable Housing District (AHD). Status- Pending Action: Update Attachments: I Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Revised Site Plan Date: May 18, 2026 Prepared By: Brian Cummings I. Application Information Project Title: 615 Pike Street Commercial Building Applicant: Stephan Mazzella (615 Pike Street LLC) Date of Submission: June 12, 2025 Tax Map Number: 140.-2-21 Project Location: 615 Pike Street Hamlet: Mattituck Zoning District: HB — Hamlet Business 11. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.54 Acres (22,437 sq. ft.) Building size: 1 1/2 story 3,555 sq. ft. Building Site Plan Packet Table of Contents: SD1 — Proposed Site Plan SD6 — North Elevation SD2 — Proposed Plan SD7 —West/East Elevation SD3 — Foundation Plan SP1 01 — Sanitary and Storm water SD4 — First Floor Plan SP1 02 — Sanitary Details SD5 — Context Diagram / S Elevation III: Analysis 1. Planning Board follow-up letter April 9 026: a. Revised Site Plan: i. Building-Scale: Provide a revised site plan to demonstrate a reduction in overall building footprint by approximately one-third (1/3). With this reduction, the plan must illustrate the maximum number of code-compliant parking spaces that could be accommodated on-site under a reduced building scenario. Staff: the proposed building has been reduced from 84 x 51' & 55' {4,590sf) to 79' x 41' & 45' (3,555sfl — a reduction of 22.5%. This reduction has revised the plan to include three (3) units on first floor (two takeout, one retail) and the addition of a one-bedroom apartment on the second floor. This revision will require coordination with the building department and SCDHS. 1 ii. Floor plan revision and parking calculation: Provide a revised floor plan illustrating the delineation, within the proposed takeout restaurant units, between patron-accessible areas and kitchen/employee-only spaces. The layout may reflect an approximate allocation of one-third (1/3) of the floor space accessible to patrons and two-thirds (2/3) of the floor space dedicated to kitchen and employee functions. Also provide a revised parking calculation table. This table must clearly outline the parking demand based on the revised patron-accessible floor area, in accordance with applicable code requirements pursuant to §280-78 for takeout restaurants. Staff: the proposed floor plan has delineated the use of floor space for patrons and employees only as required. Parking -4 280-78(A): Submitted plan calculation: a Apartment (1 bedroom) @ 1 per = 1 * Retail: 1 per 200 sq. ft. of gross floor area o Unit 2 @ 714 sq. ft. = 200 sq. ft. = 3.6 or 4 stalls Uses permitted by special exception by the Board of Appeals §280-45(8}(9) Takeout and formula food restaurants • Restaurant, drive-in, curb service, take-out or formula food 1 space per 2 seats or 1 space per 50 square feet of gross floor space, whichever is greater. o Maximum of 16 seats in each unit = 8 required for each; or 16 total a Take-out units #1 @ 353sf and #3 @ 345sf= 698sf o 1 per 50sf= 13.96 or 14 • Proposed: 22 stalls (including ADA) • Required = 21 —> (1) Apt. + (4) Retail + (16) Takeout = 21 Staff: The parking requirement is met with this revised site plan and maximized parking area. b. Visual Impacts: i. Roof Design In response to the comments provided by the Architectural Review Committee (ARC) and Planning Board work session discussion, provide alternative redesigns 2 of the proposed building. These alternatives should include at least one option featuring a modified gambrel roof and another incorporating a gable roof design. Staff: proposed building has been redesigned to a gable roof with dormers. No revised gambrel option. ii. Electric Utility The proposed overhead electric utility connection shall be provided underground. Provided: yes c. Provide the following items as notations on the site plan: i. Electric utility service shall be installed underground ii. "No Parking" on north side of Pike Street along the frontage of the subject parcel. iii. Direct all deliveries on-site to utilize the off-street loading area in the rear of the building. Use of the Pike Street public right-of-way for loading, parking, or standing, is prohibited. iv. The following best management practices are required in all landscaped areas and must be noted on the Landscape Plan: 1. Require the use of native, drought-tolerant plants in landscaping; 2. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture; 3. Require a maximum of 1 lb. of nitrogen per 1,000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year; 4. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1st and April 1st; 5. The use of phosphorus-containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g., 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Provided: yes 2. Bulk Schedule Hamlet Business (HB) zone a. Lot C ogre raw: Maximum permitted: 40% Proposed: 15.6% (was previously 20.1%) 3 b. Landscape Cover Minimum Required: 25% Proposed: 28.2% total, including 2.9% of interior parking landscaping (was previously 25.1% and 2.4% = 27.5%) c. Setbacks for HB: Required Proposed Front yard 15' 15' and 19' (no change) Side yard 1 0) 15.1' & 34.6' (formerly 10' & 35.3') Both side 25' 49.7' (formerly 44.4') yards Rear yard 35' 98.9' (formerly 87.8') 3. Referral A-gency Comments a. Town Engineer.- i. Please revise the drainage plans to provide calculations for each drainage system ii. The plans must show the details for the proposed drainage structures, the piping that connects them to the new building and asphalt pavement. iii. I recommend that the leaching pool be provided with solid cast iron clean out covers, to grade, to facilitate future maintenance. iv. The site plan must show the location of and details for all silt controls required to keep silt laden stormwater runoff from migrating off-site during construction v. The site plan must show the location of and details for the concrete washout and soil stockpile areas. IV: Planning Board Items to Consider: 1. Consider the applicants reduction in building size, provided parking and building elevations; 2. Consider draft comments to the ZBA regarding the proposed Special Exception takeout use; and, consideration of parking. a. ZBA hearing has been adjourned until June. 3. Require the applicant to revise all stormwater information pursuant to Chapter 236 as detailed above. 4 :S,6-P ABIGAIL A. WICKHAM F I M C JM P.O. Box 1424 m9rPO ff/ ERE 13015 Main Road Mattituck,N.Y. 11952 MAY 18 2026 631-298-8353 SOUTHOLD TOWN Fax 631-298-8565 PLANNING BOARD May 18, 2026 Via Email: iessica.michaelis.c town.southold.ny.us Southold Town Planning Board Town of Southold Post Office Box 1179 Southold,New York 11971 Re: Site Plan Review, 615 Pike Street Retail Units SCTM#: 1000-140.-2-21 ("Property") Dear Board Members: I own the property containing our law offices at 13015 Main Road, Mattituck,NY, which borders the south side of the Town of Southold municipal parking lot on Pike Street adjacent to the Mattituck Fire Department firehouse. I write regarding the concerns on parking and overuse of the Property based on the current site plan, which is on your agenda for review today. I was heartened by the comments from Board members at the past work session that the project design is excessive in size and use and deficient in sufficient on-site parking. To confirm the Board's concerns, we emphasize the following: a. Pike Street is a narrow thorofare close to the center of the Mattituck business district, and is a direct east-west route for traffic coming northerly from Main Road up Love Lane and Wickham Avenue, for vehicles and young people coming by car and foot to and from the school, for traffic coming to pick up and drop off LIRR passengers, and for the Love Lane business district suppliers and customers. b. Pike Street is narrower than the other streets in the business district. There is no room for on-street parking on the North side of Pike Street. There is a large no parking/standing section along the South side from Orlowski Hardware easterly and passing the municipal lot and the firehouse to Wickham Avenue. Therefore, most of Pike Street has no on-street parking. That, unfortunately, does not stop many cars and service vehicles from ignoring those signs, causing dangerous and difficult passing of through vehicles. It also accounts for the heavy use of the municipal lot. c. The proximity to the fire department requires safe and expeditious egress and ingress for its emergency vehicles in responding to calls, which can be impeded with traffic blockage due to the Pike Street layout and use. d. The municipal lot is heavily used, and often completely full, daily from Spring through late Fall. The entry/exit driveways were designed so that even ordinary passenger vehicles entering from or exiting onto Pike Street must turn into the oncoming lane in order to stay on the driveway portion—that was obviously not a design the Planning Board approved. The lot services multiple businesses, both on Love Lane, Pike Street, and the entire stretch of Main Road from the fire house exit westerly to Love Lane. It is essential that parking requirements be observed in site plans in this area, to accommodate the site's employees and customers. I have not reviewed the latest plans since your last work session, and may follow up with additional comments as the plans progress. Thank you for your consideration. Very truly yours, 746oaim Gt/�el aK Abigail A. Wickham S✓1� Submission Without a Cover Letter r0' l-4- G G�3C5C�[�C�'�GD MAY 18 70Z6 Name: _ r, / .le SGUTHGLU iGA ISf� �' !,� ,� (l{jl,•r C. PLANN��G CsOAWN RD Project Title: Rke SCTM#: 1000 - 1140 . Date: $ /1 6/2 16 Details of Submission: j V z5z+S rz, Submission Without a Cover Letter � �P � rG Name: h i 4�0--G+U r-1 MAY 1 2 2026 p p c SOUTHOLDiOWN Project Title: �p (S 1 1 I� J������ PLANNING BOARD SCTM#: 1000 - qQ . Date: S /12, 1 -L V, Details of Submission: o 57�c 0-- p h o-E-*9 rip lN i c. ��— AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build S b-G FBI `I 13 c. MC M[R(�OEOW_210 April 27, 2026 APR 2 7 zoos Southold Town Planning Board SOUTHOLD TOWN 54375 Main Road L PLANNING BOARD Southold, N.Y. 11971 RE: 615 Pike Street Commercial Building 615 Pike Street Mattituck, N.Y. 11952 SCTM #1000-140.-2-21 Dear Board Members. Submitted are (5) sets of revised plans addressing comments received in your letter dated April 10, 2026 and are as follows: 1. Revised Site Plan: Cornimett_a: B_ul.d.in0j ale: Provide a revised site plan to demonstrate a reduction in overall building footprint by approximately one-third (1/3).With this reduction,the plan must illustrate the maximum number of code-compliant parking spaces that could be accommodated on-site under a reduced building scenario. Response. Overall building footprint reduced from 4,59Osf to 3,555sf. Second story added for a proposed apartment. Site plan revised to accommodate maximum parking all within the site as well as keeping the loading zone. Comment b: Floor plan revis.i_on_and perking calculation: Provide a revised floor plan illustrating the delineation,within the proposed takeout restaurant units, between patron-accessible areas and kitchen/employee-only spaces.The layout may reflect an approximate allocation of one-third (1/3) of the floor space accessible to patrons and two-thirds (2/3) of the floor space dedicated to kitchen and employee functions. Also provide a revised parking calculation table.This table must clearly outline the parking demand based on the revised patron-accessible floor area, in accordance with applicable code requirements pursuant to 528078 fortakeout restaurants. Response: Floor plans adjusted to show (3) units, (2) Retail Take-out and (1) Retail.The take-out units show 1/3 of the floor space accessible to patrons and 2/3 dedicated to kitchen and employee functions. Parking calculation table revised to reflect patron-accessible areas from the (2) take-out retail units. AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build 2. Revised Building Design for Visual Impacts: Comment a:Roof Duiga: In response to the comments provided by the Architectural Review Committee (ARC) and Planning Board work session discussion, provide alternative redesigns of the proposed building.These alternatives should include at least one option featuring a modified gambrel roof and another incorporating a gable roof design. Additionally, it would be beneficial to include a visual context analysis illustrating how each proposed design integrates with the existing streetscape along Pike Street.This analysis should demonstrate compatibility in terms of scale, massing, rooflines, and architectural character,thereby assisting the Planning Board in evaluating the appropriateness of the proposed development. 13_s _ue: The proposed building has been redesigned to a gable roof with dormers, no revised gambrel option is being provided. The proposed elevations on Page PL-06 provide the visual massing of the subject property with the properties to the East and West. Before the next review we will provide visual context all along Pike Street. Comment b: Electric UtiRty: The proposed overhead electric utility connection shall be provided underground. Response_ The proposed electric utility to the property is being proposed underground and all electric meters will be placed at the buildings NorthWest corner. 3. Provide a revised Photometric Plan pursuant to Town Code Chapter 5172, including light fixture specifications and total lumens for all proposed on-site exterior light fixtures, noting the following: Comment a:No footcandle value should be greater than 5 0 fc Comment b: No footcandle values shall exceed the 0.05 fc along the front yard frontage with Pike Street in compliance with public right-of-way reql�lremPnta Comment c: Revise the lighting plan to use 2700K (_w�nossible) instead of 3000K LEDs to reduce harshness and minimize li h ollut_ion.Ths code rquires color temperature no greatQ[ than 3000K. ftWQnse: Revised Photometric plan to be submitted at a later date. 4. Provide the following items as notations on the site plan: 1_omment a: Ele=ic utility shall be installed_u nd-e-W and Re poase: Electric service revised on Site Plan to be placed underground. Comment b:"No Parking"on north side of Pike Street along the frontal of the subie_ctel, Response: A notation on the site plan has been added to require no parking along Pike Street at the frontage of the subject parcel. P:Dq.= 2 + A M P Arch i to ct u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build Comment c: Direct all deliveries on-site to utilizes tb-e off--gm e�LQ adi_ng.a[ea_jn-tb-e—ruLoft)ie building. Use of the Pike StLee_t pu_blic--Light-of-wey for Io�dmg`parki or standing, is p_rohi4Wed Response A note has been added to the site plan requiring all deliveries to be routed to the building's rear off-street loading area Comma t-d-th_e_folaw-ing_beatmaaagement-Mctkes—a-Le-Leq_uice-i icLaUaadsca.Red-aLeas aad .t-ust—fze_n-QteA-Qn tbgLLanLdS-cWpe P1.a2 - Require the use of native, drought-tolerant plants in landscaping; - Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture; - Require a maximum of 1 lb. of nitrogen per 1 ,000 square feet in any one application,with a cumulative application of no more than 2 lbs. per 1,000 square feet peryear; - Prohibit the application of fertilizer products containing nitrogen, phosphorus,or potassium between November 1st and April 1st; - The use of phosphorus-containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers.The number in the middle is the percentage of phosphorus in the product, e.g., 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higherthan 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Response: All best management practices listed have been noted on the landscaping plan. Thank you, Anthony Portillo AMP Architecture OFFICE LOCATION: 'Xti 10 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.southoldtownny.gov ' � ,T PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 10, 2026 Anthony M. Portillo, R.A. P.O. Box 152 Mattituck, NY 11952 Re: Proposed Site Plan for 615 Pike Street Commercial Building 615 Pike Street, ±185' n/e/o Pike Street & Love Lane, Mattituck SCTM#1000-140.-2-21 Dear Mr. Portillo: I am writing as a follow-up to the Work Session held on April 6, 2026 where the Planning Board reviewed the above-referenced Site Plan Application and required the following: 1. Revised Site Plan: a. Building Scale: Provide a revised site plan to demonstrate a reduction in overall building footprint by approximately one-third (1/3). With this reduction, the plan must illustrate the maximum number of code-compliant parking spaces that could be accommodated on-site under a reduced building scenario. b. Floor plan revision and parking calculation: Provide a revised floor plan illustrating the delineation, within the proposed takeout restaurant units, between patron-accessible areas and kitchen/employee-only spaces. The layout may reflect an approximate allocation of one-third (1/3) of the floor space accessible to patrons and two-thirds (2/3) of the floor space dedicated to kitchen and employee functions. Also provide a revised parking calculation table. This table must clearly outline the parking demand based on the revised patron-accessible floor area, in accordance with applicable code requirements pursuant to §280- 78 for takeout restaurants. 615 Pike Street Commercial Building Aril 10 2026 2. Revised Building Design for Visual Impacts: a. Roof Design In response to the comments provided by the Architectural Review Committee (ARC) and Planning Board work session discussion, provide alternative redesigns of the proposed building. These alternatives should include at least one option featuring a modified gambrel roof and another incorporating a gable roof design. Additionally, it would be beneficial to include a visual context analysis illustrating how each proposed design integrates with the existing streetscape along Pike Street. This analysis should demonstrate compatibility in terms of scale, massing, rooflines, and architectural character, thereby assisting the Planning Board in evaluating the appropriateness of the proposed development. b. Electric Utility The proposed overhead electric utility connection shall be provided underground. 3. Provide a revised Photometric Plan pursuant to Town Code Chapter §172, including light fixture specifications and total lumens for all proposed on-site exterior light fixtures, noting the following: a. No footcandle value should be greater than 5.0 fc. b. No footcandle values shall exceed the 0.05 fc along the front yard frontage with Pike Street in compliance with public right-of-way requirements. c. Revise the lighting plan to use 2700K (where possible) instead of 3000K LEDs to reduce harshness and minimize light pollution. The code requires color temperature no greater than 3000K. To expedite review, you may submit the revised lighting plan as a PDF for Planning Staff to review prior to formal submission. 4. Provide the following items as notations on the site plan: a. Electric utility service shall be installed underground b. "No Parking" on north side of Pike Street along the frontage of the subject parcel. c. Direct all deliveries on-site to utilize the off-street loading area in the rear of the building. Use of the Pike Street public right-of-way for loading, parking, or standing, is prohibited. d. The following best management practices are required in all landscaped areas and must be noted on the Landscape Plan: i. Require the use of native, drought-tolerant plants in landscaping; Page 2 of 3 615 Pike Street Commercial Building Aril 10 2026 ii. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture; iii. Require a maximum of 1 lb. of nitrogen per 1,000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year; iv. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1st and April 1st; v. The use of phosphorus-containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g., 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. 5. Once finalized, please submit a minimum of five (5) revised plans, signed and sealed by the NYS licensed professional preparing the plan. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office at 631-765-1938. Respectfully, Brian Cummings Senior Planner Page 3 of 3 Southold Town Planninq Board Work Session —April 6, 2026 — Page 2 4:00 P.M. —Applications Project Name: Hard Corner Southold Mixed Use SCTM#: 1000-61.4-1 Location: 53530 Route 25, Southold Description: This site plan is for the proposed mixed-use construction of a 2-story 4,983 sq. ft. building fronting NYS Route 25 with retail on the first floor and three Affordable Housing apartments on the second floor and 25 parking stalls; and four 1,597 sq. ft. 55 and older rental units along Wells Avenue, all on 2.28 acres in the Hamlet Business Zoning District. Status: Approved Action: Review for Extension Attachments: Staff Report Project Name: 615 Pike Street Retail Units SCTM#: 1000-140.-2-21 Location: 615 Pike Street, Mattituck Description: This proposed site plan is for the construction of a 1 '/z-story 4,742 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54 acres in the Hamlet Business Zoning District. Status: Pending Action: Referral Review Attachments: Staff Report Project Name: Oysterponds Historical Society SCTM#: 1000-25.-3-16.1 Vail House Location: 1555 Village Lane, Orient Description: This Site Plan proposes an 1,831 sq. ft. addition to the historic Vail House for conditioned, fire-protected artifact storage on a ±1.42-acre parcel in the R-40 Zoning District in Orient, developed as a historical society campus with six primary structures, several outbuildings, walkways, and a gravel parking area. Status: Pending Action: Review for Determination Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date: April 6, 2026 Prepared By: Brian Cummings I. Application Information Project Title: 615 Pike Street Commercial Building Applicant: Stephan Mazzella (615 Pike Street LLC) Date of Submission: June 12, 2025 Tax Map Number: 140.-2-21 Project Location: 615 Pike Street Hamlet: Mattituck Zoning District: HB — Hamlet Business Il. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.54 Acres (22,437 sq. ft.) Building size: 1 '/2 story 4,590 sq. ft. Building Site Plan Packet Table of Contents. SD1 — Proposed Site Plan SD6 — North Elevation SD2 — Proposed Plan SD7 — West/East Elevation SD3 — Foundation Plan SP101 — Sanitary and Storm water SD4 — First Floor Plan SP102 — Sanitary Details SD5 — Context Diagram / S Elevation III: Analysis This proposed site plan is for the construction of a 1 '/2-story 4,590 sq. ft. commercial building (footprint + roof overhang) with 4 retail units, basement storage and associated parking on 0.54 acres in the Hamlet Business zoning district, Mattituck. 1. Proposed construction: a. The parcel is located north of Pike Street and is visible from the roadway. The area is included in the Hamlet Business zone and commercial area of the hamlet. The building is positioned to align with the commercial building constructed on the adjacent parcel to the west. b. Utilities: 1 i. Water: proposed connection at NE front corner of building. Existing water meter and water supply line on same side of Pike Street ii. Gas: proposed gas line to be buried under Pike Street from opposite side of Pike Street iii. Electric. proposed overhead wire connection from existing pole on opposite side of Pike Street c. Sanitary Plan: System details, calculation, and location provided on Sheet SP101. Proposing to utilize one Hydro Action AN500 I/A OWTS. d. Exterior Lighting: i. Twelve (12) fixtures proposed 1. All shown at 3000K 2. Lumens maximum = 13,000 3. Lumens provided = 12,975 ii. The proposed photometric plan is not compliant with Chapter 172 and requires revisions: 1. Numerous foot candle values in excess of the maximum 5.0fc (as high as 8.9fc) 2. Multiple foot candles values exceed 0.05fc at the property line abutting the ROW e. Landscaping Plan: Plans SD 1 and SD 2 Landscaping is proposed in the front yard in three planters and four Eastern Redbud trees at 2" caliper as street trees. 2. Code Requirements: a. Access 280-78(D): i. required number of parking stalls 4-20 = one (1) 15' wide lane ii. required number of parking stalls >_ 20 = two (2) 10' wide lanes iii. Proposed Access (19 stalls required) = 24' wide; two (2) 12' lanes proposed b. Loadinq Zone 280-79(A)(3): buildings with offices, retail sales, service establishments require 1 berth for 5,000 —25,000 square feet of floor area i. Proposed site plan is 4,590gfa (footprint + roof overhang) ii. One loading berth at the Code minimum of 15' x 45' is shown on the plan 2 3. Bulk Schedule Hamlet Business (HB) zone a. Lot Coverage: Maximum permitted: 40% Proposed: 20.1% (was previously 20.8%) b. Landscape Coverage: Minimum Required: 25% Proposed: 25.1% Staff: interior parking landscaping accounts for 2.4% of overall landscape area (22.7% general landscaping) c. Setbacks for HB: Required Proposed Front yard 15' 15' and 19' (was 23' previously) Side yard 10, 10' & 35.3 Both side 25' 44.4' yards Rear yard 35' 87.8' was 82.1' 4. Parking § 280-78(A): a. Required pursuant to § 280-78: i. Submitted plan calculation - Retail: 1 per 200 sq. ft. of gross floor area ii. 3,696 sq. ft. = 200 sq. ft. = 18.5 stalls iii. Proposed: 19 stalls (including ADA) 5. State Environmental Quality Review Act (SEQRA): Unlisted Action. Negative Declaration issued February 9, 2026. 6. Public Hearing: held and closed February 9, 2026. Concerns were raised regarding: a. Cumulative impacts to Mattituck Hamlet and Love Lane area b. Parking totals provided and lack of municipal parking in Love Lane area 7. Hamlet Business (HB) Zoning District §280-44 Purpose: The purpose of the Hamlet Business (HB) District is to provide for business development in the hamlet central business areas, including retail, office and service uses, 3 public and semipublic uses, as well as hotel and motel and multifamily residential development that will support and enhance the retail development and provide a focus for the hamlet area. Commercial building to include four (4) retail units with the potential for two of those units to be takeout (by Special Exception) i. Retail /Takeout (under 16 seats) 1,053 sq. ft. ii. Retail 729 sq. ft. iii. Retail 861 sq. ft. iv. Retail /Takeout (under 16 seats) 1,053 sq. ft. 4280-45 Use Regulations: §280-45(A)(7) Retail stores, up to a maximum of 6,000 total square feet of gross floor area in any building (excluding unfinished basement and attic areas), notwithstanding the provisions of the Bulk Schedule for Business, Office and Industrial Districts.[1] Such retail stores greater than 3,000 total square feet shall comply with the retail building standards for HB Districts listed below, in addition to the site plan requirements of this chapter: (a) Building massing and facade treatment. [1] Variation in massing. [a] A standardized building mass shall be prohibited. For the purposes of this subsection, the term "standardized" shall include an array of articulated elements, layout, design, logos or similar exterior features that have been applied to four or more retail buildings nationwide. [b] Exterior building walls facing side yards shall include materials and design characteristics consistent with those on the front of the building. Staff: the building is not standardized and includes consistent materials [2] Building walls that face public streets, connecting pedestrian walkways, or adjacent development shall meet the following standards: [a] Facades shall be subdivided and proportioned using features such as windows, entrances, arcades, arbors, awnings, trellises with vines, or alternate architectural detail that defines human scale, along no less than 60% of the facade. 4 [b] To maintain the "Main Street" character in the Hamlet Centers, where practical, buildings shall be sited with a zero or minimum setback from the front property line or primary pedestrian walkways and be transparent between the height of three feet and eight feet above the grade of the walkway for no less than sixty 60% of the horizontal length of the building facade. Staff: the building is consistent with the standards above. To maintain street wall, the proposed building should have a consistent front yard setback with the adjacent building to the west. [3] Awnings. [a] Awnings shall be no longer than a single storefront. [b] Fabric awnings and canvas awnings with a matte finish are permitted. Awnings with high-gloss finish and illuminated, plastic awnings are prohibited. Staff: the building does not include awnings [4] Customer entrances. Buildings shall have clearly defined, highly visible customer entrance(s) featuring no fewer than three of the following: [a] Canopies or porticos; [b] Overhangs; [c] Recesses/Projections; [d] Arcades; [e] Raised corniced parapets over the door; [f] Peaked roof forms; [g] Arches; [h] Outdoor patios; [i] Display windows; 0] Architectural detail such as tile work and moldings integrated into the building structure and design; or [k] Integral planters or wing walls that incorporate landscaped areas and/or places for sitting. Staff: the building provides clearly defined entrances and includes elements listed above [5] Buildings containing a drive-through or drive-up window are prohibited. Staff: the building does not include a drive-through or drive-up window (b) Building materials. [1] All buildings should be constructed or clad with materials that are durable, economically maintained, and of a quality that will retain their appearance over time, including, but not 5 limited to, natural or synthetic stone; brick; stucco; integrally colored, textured, or glazed concrete masonry units or glass. [2] Exterior building materials shall not include the following: [a] Smooth-faced gray concrete block, painted or stained concrete block, unfinished tilt- up concrete panels; [b] Field-painted or pre-finished standard corrugated metal siding; Staff: the building siding materials are white board and batten; and, German shmear brick. (c) Signage. [1] Advertisements, including trademark logos and service marks, may not be affixed, painted or glued onto the windows of the business or onto any exterior structures, including waste disposal receptacles and flags. [2] Fluorescent and backlit signs located within or on a building or structure and facing an exterior public space are prohibited. Staff: signage will be consistent with Chapter 280-80 and lighting consistent with Chapter 172 (d) Site design. [1] The principal building entrance shall face the primary street frontage and/or sidewalk where practical. [2] New construction along primary pedestrian walkways within the Hamlet Centers shall have a zero or minimum setback from the sidewalk/front property line, whenever possible, to reinforce the "Main Street" street wall. Staff: the proposed building faces a primary street and proposed pedestrian connectivity. Front yard setback is consistent with adjacent parcel to the west (e) Off-street parking. [1] Off-street parking shall not be located in the front yard between the front facade of the building(s) and the primary abutting street. Parking areas must be located in the side and rear yards of the building. Adequate parking shall be provided in accordance with that required by Article XVIII of this chapter of the Town of Southold Town Code. [2] Parking areas shall be screened from adjacent properties, streets and public sidewalks, pursuant to § 280-95, Landscaped parking area. 6 Staff: off-street parking is located in the rear of the proposed building and will be adequately screened. Adequate number of parking stalls have not been provided for the uses proposed (see analysis below) 8. Uses permitted by special exception by the Board of Appeals. The following uses are permitted as a special exception by the Board of Appeals as hereinafter provided §280-45(B)(9) Takeout and formula food restaurants, subject to the following requirements: (a) Adequate parking shall be provided in accordance with that required by Article XVIII, Parking and Loading Areas, of this chapter. All parking spaces shall be located within reasonable walking distance of the site or 300 feet, whichever is less. The improvement or development of municipal parking may be used to satisfy this requirement. The adequacy of municipal parking shall be determined by the Planning Board as part of its site plan review procedure by conducting a parking survey of the capacity of the existing municipal parking area to accommodate the projected increase in usage due to the introduction of the subject land use. Staff: Parking & Loading: this use may generate more than the parking requirements would suggest (which this code seems to suggest it will). Nineteen (19) parking stalls are proposed in the rear of the building utilizing a general retail (1 per 200sf) calculation. In addition, a Code compliant off-street loading area is also provided on site. Restaurant, drive-in, curb service take-out or formula food 1 space per 2 seats or 1 space per 50 square feet of gross floor space, whichever is greater. Maximum of 16 seats = 8 Take-out units at 1,053sf: 1 per 50sf = 21.06 (22) per unit The parking requirement is not met. The Planning Board may require the applicant to provide a revised floor plan and parking calculation analysis that delineates and accounts for the use of floor space with reference to areas where members of the public will not be going. The application references "retail take-out" throughout but this classification doesn't change the fact that the proposed use meets the definition in our code for take-out restaurant. Those parking requirements apply. The proposed retail building is consistent with the Comprehensive Plan by situating commercial uses within the HB District in proximity to existing retail development. However, the scale and intensity of the proposed uses, specifically the inclusion of two takeout establishments, which may generate higher turnover and parking demand, must be considered. 7 Municipal parking (Pike Street) is oversubscribed with reference to the 2015 Mattituck/Love Lane parking assessment. Municipal parking is not available in the vicinity of the subject parcel and therefore, all required off-street parking shall be provided on site. Pursuant to $280-78(M): Parking for special exception uses. Notwithstanding any other provisions of this chapter, the Planning Board may increase the parking requirements for special exception uses by up to 150% of the minimum parking requirements if it determines that such additional parking requirements are necessary by reason of the nature of the use and/or the characteristics of the site. Definition of Take-out restaurant: RESTAURANT, TAKE-OUT Any establishment other than a formula food restaurant, whose principal business is the sale of foods, frozen desserts or beverages to the customer in a ready-to-consume state, usually served in paper, plastic or other disposal containers, for consumption within the restaurant building, elsewhere on the premises or for carryout for consumption off the premises (b) An assessment of the potential traffic impacts of the proposed use must accompany the long environmental assessment form. The appropriate mitigation measures must be incorporated into the site plan. Staff: trip generation numbers have not been provided by the applicant for the proposed building. (c) There shall be no counter serving outdoor traffic via a drive-in, drive-through, drive-up, drive-by or walk-up window or door. (d) Exterior signage shall conform in all respects to Article XIX, Signs, of this chapter and, further, may not be lit from within. (e) Advertisements, including trademark logos, may not be affixed, painted or glued onto the windows of the business or onto any exterior structures, including waste disposal receptacles and flags. (f) The physical design, including color and use of materials, of the establishment shall be compatible with and sensitive to the visual and physical characteristics of other buildings, public spaces and uses in the particular location 9. Referral Agency Comments a. Mattituck Fire District: no objection to proposed at 615 Pike Street b. Southold Town Fire Marshal: no comments at this time 8 c. Town Engineer: i. Please revise the drainage plans to provide calculations for each drainage system ii. The plans must show the details for the proposed drainage structures, the piping that connects them to the new building and asphalt pavement. iii. I recommend that the leaching pool be provided with solid cast iron clean out covers, to grade, to facilitate future maintenance. iv. The site plan must show the location of and details for all silt controls required to keep silt laden stormwater runoff from migrating off-site during construction v. The site plan must show the location of and details for the concrete washout and soil stockpile areas. d. LWRP: Consistent, provided that the following recommendations are required in site plan approval: i. Parking is proposed on-site, however there is concern that there is not enough parking provided for the size of the building. There is already a parking shortage in the hamlet center during busy times and adding to the number of businesses without enough additional parking will cause an adverse effect. It is recommended that to be consistent with Policy 1, which includes minimizing adverse effects of development, the building size be reduced to provide more parking. ii. Another concern is related to community character and the potential adverse effect that the design and size of the building may have on it. To be consistent with fostering a pattern of development that enhances community character, it is recommended that the scale of the building be reduced, and there be some consideration for a design more in character with the neighborhood. iii. Require the implementation of the following BMPs: Require the use of native, drought-tolerant plants in landscaping. 1. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. 2. Require a maximum of 1 lb. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. 3. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1st and April 1st. 9 4. Prohibit the use of phosphorous containing lawn fertilizer unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. e. Suffolk County Planning Commission (SCPC): matter for local determination f. Architectural Review Committee (ARC) Comments: The Town of Southold Architectural Review Committee has requested changes to the structure to better support community character. i. The Committee recommends the second story gambrel be redesigned to be more in unison with the first floor. For the second story, Clerestory windows were discussed with Mr. Portillo. ii. The storefront design is incompatible with the proposed gambrel roof/ board and batten portion of the structure and feels as though it does not below on Pike Street. iii. The committee recommended reducing the number of materials on the storefront facade for a more uniform appearance across all 4 stores iv. The proposed vegetation plan is acceptable Staff: In response to the ARC meeting, the applicant voluntarily submitted a revised rendering of the proposed building on January 23, 2026 that decreases the number of materials used to two (2) types of siding: white board and batten and German shmear brick. The original proposal also included a light gray stucco on two of the units. IV: Planning Board Items to Consider: 1. Consider requiring the applicant to reduce the size of the building to provide adequate parking. 2. Consider requiring the applicant to provide a revised floor plan and parking calculation table addressing the required parking totals for the two (2) proposed take-out units. a. Consider draft comments to the ZBA regarding the proposed Special Exception takeout use; and, consider the concern over inadequate parking. b. ZBA hearing has been adjourned until May. 3. Consider requiring the applicant to provide traffic generation numbers as detailed above. 10 4. Consider comments received from ARC; and, next steps (send application back to ARC for further review as requested?) 5. Require the applicant to revise all stormwater information pursuant to Chapter 236 as detailed above. 6. Require the submission of a revised photometric plan that is consistent with Chapter 172 7. Consider the following: a. Require electric utility service to be buried underground b. Require a list of BMP's to be included on the landscape plan c. Require "No Parking" on Pike Street and recommend to Town Board the same. Along with appropriate signage be installed. 11 OFFICE LOCATION: so MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) N �r Southold, NY 11971 Telephone• 631 765-1938 G.� • � ' i coum,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM s,,,641 PI3, � -iBC ;/ Jb+ To: James Rich,III, Chair APR 0 6 2026 Town of Southold Planning Board SOUTHOLD TOWN PLANNING BOARD From: Heather Lanza,Town Planner Director,LWRP Coordinator Date: April 6, 2026 Re: 615 Pike St Commercial Building Location: 615 Pike St,Mattituck SCTM#: 1000-140.-2-21 Zoning District—HB This site plan is for the proposed construction of a 2-story gross sq. ft. commercial building with proposed uses of take-out restaurant and retail. The proposed action has been reviewed to Chapter 268,Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, the proposed action is CONSISTENT with the LWRP,provided that the below recommendations are required in the site plan approval. 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. The property is zoned Hamlet Business (HB), located just off Love Lane. The purpose of the Hamlet Business zoning district is: ... to provide for business development in the hamlet central business areas, including retail, office and service uses,public and semipublic uses, as well as hotel and motel and multifamily residential development that will support and enhance the retail development and provide a focus for the hamlet area. Surrounding land uses include retail, restaurant and service businesses, as well as a residential use to the east. Pedestrian infrastructure is adequate in front of the parcel with a proposed concrete sidewalk to connect with the existing sidewalk network. Parking is proposed on-site,however there is concern that there is not enough parking provided for the size of the building. There is already a parking shortage in the hamlet center during busy times and adding to the number of businesses without enough additional parking will cause an adverse effect.It is recommended that to be consistent with Policy 1,which includes minimizing adverse effects of development,the building size be reduced to provide more parking. Another concern is related to community character and the potential adverse effect that the design and size of the building may have on it. To be consistent with fostering a pattern of development that enhances community character, it is recommended that the scale of the building be reduced, and there be some consideration for a design more in character with the neighborhood. Policy 5. Protect and improve water quality and supply in the Town of Southold. Storm water generated will be retained on site pursuant to Chapter 236 Stormwater Management of the Southold Town Code. Suffolk County has developed and is implementing a plan to reduce the impacts of fertilizer on ground and surface water. The Suffolk County Legislature established a goal of reducing fertilization in residential areas by 10 to 25 percent, regardless of lot size and landscaped area, and passed Local Law 41-2007 in 2007 to reduce nitrogen pollution by reducing the use of fertilizer throughout the County(SCDHS). The following is recommended to be consistent with Policy 5: a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20%of the total nitrogen in the mixture. c. Require a maximum of 1 lb. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1 st and April 1 st e. Prohibit the use of phosphorous containing lawn fertilizer unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus.Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0- 15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Pursuant to Chapter §268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Senior Planner 2 From: Westermann, Caitlin Sent: Friday, April 3, 2026 9:18 AM F13i To: Westermann, Caitlin Subject: FW: 15 Pike Street Referral APR 0 3 2026 SOUTHOLD TOWN PLANNING BOARD . 2. From:Corwin., Robert<ro'i)ei--L��,2southoldtowriny.gov> Sent: Friday,April 3, 2026 8:01 AM To: Cummings, Brian A.<brian.ctirnmings@town.southolcl.nv.tis> Subject: RE: 615 Pike Street Referral As for the site plan at 615 Pike St SCTM# 140.-2-21,, 1 have no comments at this time. Robert E Corwin Southold Town Fire Marshal 934-231-0968 0 V From: Cummings, Brian A. <brian.curiiinings(@town.SCLiLhold.iiy.US_> Sent:Thursday,April 2, 2026 4:48 PM To: Corwin, Robert<3-ober-tc2southolcll.,ownny.gov> Cc: Michaelis,Jessica <iessicam*lchael�s@town.southold.ny.LJS> Subject: 615 Pike Street Referral Hi Bob, Just following up on the voicemail I left for you regarding a referral response for 615 Pike Street Retail Units. We're bringing this before the Planning Board on Monday (4/6) and I don't see a referral response from Fire Marshal in the file. Please let us know if there is anything you need. 1 From: district <district@mattituckfd.com> , n Sent: Thursday,April 2,2026 10:50 AM S v✓ 1 To: Michaelis,Jessica Subject: RE:Site Plan Referral-615 Pike Street Retail Units P[3 �(/(�L I �/� The Mattituck Fire District has no objection to proposed Site Plan for 615 Pike Street Retail Units. APR 0 3 2026 SOUTI Thank you PLANHNG60AOLD4 D Jessica Harris Mattituck Fire District Fire District Manager PO Box 666 Mattituck, NY 11952 631.298.8837 (0) 631.298.8841 (F) From: Michaelis,Jessica <jessica.michaelis@town.southold.ny.us> Sent:Thursday, April 2, 2026 10:44 AM To: district<district@mattituckfd.com>; Department<department@mattituckfd.com> Cc: Cummings, Brian A.<brian.cummings@town.southold.ny.us> Subject:Site Plan Referral-615 Pike Street Retail Units Good Morning, On December 16, 2025 we sent a Site Plan application to your department for review for the proposed Site Plan for 615 Pike Street Retail Units. Would you please let me know when we can expect your response. A copy is provided below for your convenience. 1 Southold Town Planning Board 'work Session — March 3, 2026 — Page 2 4:00 P.M. — Applications Project Name: Harvest Pointe Amended SCTM#- 1000-102.-1-33.3 (Walking Trails Location 1 75 Schoolhouse Lane, Cutchogue Descrip tion This proposed amended site plan is for the removal of the approved nature trail from the original Heritage/Harvest Pointe site plan, located on 46 acres in the Hamlet Density Zoning District, CutcLogue. Status* I Pending Action Review for Determination I Attachments: Staff Eeport Project Name.- 615 Pike Street Retail Units SCTM#: J_1000-140.-2-21 1 Location 615 Pike Street, Mattituck Description: I This proposed site plan is for the construction of a 1 Y2-story 4,742 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54 acres in the Hamlet Business zoning district, Mattituck. I Status., Pending I Action Review Draft ZBA Comments & ARC Comments I Attachments,- ARC Comments Project Name: Teeven & Tan Standard SCTM#: 1000-54.-7-21.8 Subdivision Location: 6005 Hortons Lane, Southold Description* This proposal is for the standard subdivision of a 4.3-acre parcel into 2 lots, where Lot 1 is 0.964 acres in the R-40 Zoning District, and Lot 2 is 3.338 acres in the AC Zoning District with a 50' wide access flag (0.236- _ acre) situated within the R-40 Zoning District. Status: New Application I Action: Review for Completeness Attachments: ARC Comments OFFICE LOCATION: MAILING ADDRESS: OF � /�� Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 Ave. (cor. Main Rd. &Youngs r � Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov coum PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 10, 2026 Mr. Anthony Portillo 10200 Main Road, Unit 3a P.O. Box 152 Mattituck, NY 11952 Re: SEQRA Determination 615 Pike Street Retail Units 615 Pike Street, Mattituck SCTM#10 00-140.-2-21 Dear Mr. Portillo: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, February 9, 2026: WHEREAS, this proposed site plan is for the construction of a 1 Y2 story 4,590 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54acres in the Hamlet Business zoning district, Mattituck; and WHEREAS, on December 8, 2025, the Southold Town Planning Board, pursuant to §617.6 of the Environmental Conservation Law acting under SEQRA, initiated the SEAR lead agency coordination process with all involved and interested agencies for this Unlisted Action; and WHEREAS, on December 8, 2025, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type 11 list of actions; and WHEREAS, the Southold Town Planning Board, pursuant to SEQRA, conducted the required review of potential environmental impacts that might result from this application, documented in the completion of the Full Environmental Assessment Form, and found that there would be no expected moderate to large adverse impacts; be it therefore 615 Pike Street Retail Units Pa e 2 Febftia 10, 2026 RESOLVED, that the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act §617.6, establishes itself as Lead Agency for this Unlisted Action; and be it further RESOLVED, that the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration. A copy of the Negative Declaration is enclosed for your records. If you have any questions regarding the above, please contact this office. Respectfully, )&_ _011_14 H, IL4-A James H. Rich, III Chairman Encls. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �►�`' � ' P.4. Box 1179 54375 State Route 25 Southold, NY 11971 Youngs Ave.).Main Rd. &Yo _ (co g Telephone: 631 7fi5 1938 Southold, N-Y www.southoldtownny.gov P PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION 615 Pike Street Retail Project Number: SCTM# 1000-140.-2-21 Date: February 9, 202+6 The Town of Southold Planning Board as lead agency has determined that the proposed action described below will not have a significant adverse impact on the environment. This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental (duality Review Act) of the Environmental Conservation Law. Name of Action: 615 Pike Street Retail Location: 615 Pike Street, Mattituck,New York SEAR Status: Type 1 Unlisted X —g a Sco in : No X— Yes If yes, indicate how scoping will be conducted:� p Description of Action: This :site plan is for the construction of a 1 1/2-story 4,742 sq. ft. commercial building proposed with 4 ret�ij l LR i ts. basetnent storage and associated parking on 0.54 acres in the Hamlet Business zoning district, Mattituck. An Environmental Assessment Form has been submitted and reviewed. The determination was based upon the analysis below. Reasons Supporting this Determination: 1. Impact on Land The parcel is zoned Hamlet Business (HB). The purpose of the district is defined as: SE OR Environnemental Assessment Pa e 2 Februga 913 2026 The purpose of the Hamlet Business (HB) District is to provide for business development in the hamlet central business areas, including retail, office and service uses, public and semipublic uses, as well as hotel and motel and multifamily residential development that will support and enhance the retail development and provide a focus for the hamlet area Surrounding land uses include: LIRR, HB zoning and a split zoned L1/RO parcel with commercial uses to the north; five HB zoned lots, all with existing dwellings to the east extending to Wickham Avenue; Pike Street municipal parking and one HB zoned parcel with existing commercial use to the south; and two HB parcels with both with existing commercial uses to the west. The proposed retail use in the HB zone does not conflict with the zoning district or surrounding uses. Pursuant to 280-45(B)(9) the proposed action to include takeout is a use permitted by special exception by the Zoning Board of Appeals (ZBA). A special exception use is a use that is deemed appropriate in a particular district if specified conditions are met. The site contains no significant slopes or topographic features and is generally flat. Adverse impacts on land are expected to be low. 2. Impact on Geological Features The proposed project site does not contain nor is it adjacent to any unique geologic features. 3. Impacts on Surface Water The NYSDEC Environmental Mapper was consulted and no regulated wetland systems were identified. Adverse impacts to surface waters are expected to be low. 4. Impact on Groundwater 1. Water Supply: The parcel is located over the Nassau—Suffolk Sole Source aquifer and not within a Special Groundwater Protection Area(SPCA). A test hole was sampled on-site March 25, 2025 and encountered water at 13.5' below the surface. Ten drainage structures (drywells) to capture and retain stormwater run-off are proposed for the proposed building. The proposed drainage systems can meet the minimum 2' vertical separation distance between drywells and highest expected groundwater elevation and is adequate to capture run-off from a 2" rainfall and therefore, potential impacts from stormwater run-off are expected to be low. No surface water is located within the vicinity of the site. SE R Environ-nemental Assessment P 9, '?026 To minimize nutrient and pesticide loading into groundwater, the Planning Board will require the following best management practices for landscaped areas on fertilizer and pesticides as recommended by the LWRP CCR. a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. c. Require a maximum of I lb. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November Vt and April ist. e. The use of phosphorous containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Adverse impacts to ground water are expected to be low. 2. Sanitary Disposal: The subject site is located within Suffolk County Department of Health Services (SCDHS) Groundwater Management Zone IV, which according to Article VI of the Suffolk County Sanitary Code,has an allowable flow of 600 gallons per day (gpd)per acre in areas served by public water. The allowable Nitrogen bearing flow for the overall site is 314 gpd. The combined uses (retail, dry storage) are calculated to use 286.1 gpd, therefore, the proposed uses meet the maximum allowable flow permitted. The largest potential for impacts on surface and groundwaters results from the nitrogen(N) inputs from atmospheric deposition and sanitary systems in unsewered areas. The Environmental Protection Agency (EPA) and SCDOH standards have adopted the 10 mg/L standards as the maximum contaminant level (MCL) for nitrate-nitrogen and I mg/L for nitrite-nitrogen for regulated public drinking water systems. I Due to the potential 'impact from sanitary waste to ground and surface water quality from nitrogen resulting from the project, the treating (reduction) of total nitrogen in effluent equal to or greater than 60 percent over conventional systems levels (around 19mg/L) is required to mitigate such impacts. This treatment level would require the installation of Innovative and Alternative (I/A) Onsite Wastewater Treatment Systems (OWTS)through Article 19 of the Suffolk County Sanitary Code. The applicant has identified a Hydro Action AN500 I/A OWTS for the proposed retail use units. The system will reduce total nitrogen loading to groundwater. The depth to SEQR Environnemental Assessment Pave 14 Februm 9. 2026 groundwater is sufficient to meet the 3' separation distance required for sanitary systems per Suffolk County Department of Health Services standards. The proposed application would conform to Article V1 of the Suffolk County Sanitary Code and would not be expected to adversely affect groundwater quality provided properly functioning systems are designed and installed. The proposed action will not exceed the maximum density identified in Article VI of the Suffolk County Sanitary Code. No substantial impact to groundwater is expected to occur if the project is implemented as planned. Adverse impacts from sanitary waste disposal on groundwater quality are expected to be low. 5. Impact on Flooding The parcel is not located within a mapped flood zone (Suffolk County GIS Viewer). Adverse impacts to structures from flooding are expected to none to low. 6. Impacts on Air Air pollution can harm human health, and damage elements of the ecosystem. Exposure to air pollution is associated with numerous effects on human health, including pulmonary, cardiac, vascular, and neurological impairments. No significant emissions from the use are proposed. The movements of vehicles on site are capable of causing low levels of fugitive dust during construction of the buildings. No substantial adverse change in existing air quality is expected to occur. Adverse impacts on air as a result of this action are expected to be low. 7. Impacts on Plants and Animals The parcel is not located within a New York State Department of Environmental Conservation Critical Environmental Area or a New York State Department of State Significant Fish and Wildlife Habitat Area. The NYSDEC Environmental Resource Mapper and EAF Mapper were consulted and no protected plants or animals nor associated habitats were identified. The parcel was previously improved with a single-family residence and associated improvements until 2020. The majority of the site is cleared and little vegetation remains on site; the proposed location of the new building has also been cleared of vegetation. No significant removal or destruction of large quantities of vegetation will occur. Correspondingly, no substantial interference with the movement of any resident or significant habitat area will occur. migratory fish or wildlife species nor impacts on a signif SEAR Environnemental As§essment P Febrwiry 9. '20'M 4-- Due to site development, the presence of animals is low, therefore, the potential occurrence of rare or threatened plants or animals on site or within the vicinity of the site is none to low. 8. Impact on Agricultural Resources The parcel is not currently in agricultural production,therefore, no adverse impacts to agricultural lands or soils will occur. 9. Impacts on Cultural/Archeological Resources The parcel is included within the Archeo-sensitive Area (MAPINFQ GIS - Archeo- sensitive Layer), however, due to past site disturbance and use, the proposed actions are not expected to impact important historical or archaeological resources. 10. Impacts on Aesthetic Resources The -parcel is located north of Pike Street and is visible from the roadway. The area is included in the Hamlet Business zone and commercial area of the hamlet. The building is positioned to align with the commercial building constructed on the adjacent parcel to the west of the parcel. This establishes a street wall for pedestrian flow and the existing sidewalk will be continued along the length of the property. Parking is proposed in the rear of the retail building to maintain community character. Landscaping is proposed in the front yard in three planters and four Eastern Redbud trees at 2" caliper as street trees. Connection to PSEG electric utility service is proposed by overhead wire connection from the opposite side of Pike Street. This proposed connection should be buried underground. The Town of Southold Architectural Review Committee has requested changes to the structure to better support community character. Adverse impacts to aesthetic resources are expected to be low. 11. Impact on Open Space and Recreation The parcel does not currently offer public recreational opportunities. 12. Impact on Critical Environmental Areas The proposed action is not located within a New York Department of Environmental Conservation Critical Environmental Area. SE R Environnemental Assessment Ra-Qe_1 6 February 9., 2026 13. Impact on Transportation The site was previously developed for residential use. While the proposed commercial use may generate a modest increase in traffic, these changes are not anticipated to result in any significant adverse environmental impacts. Parking requirements for the proposed building which includes 3,696 s. f. of retail space across four units is 18.5 or 19 spaces rounded up. A total of 19 parking spaces are proposed on the subject site, consistent with minimum parking required for retail (§280- 78(A)). Further, the proposed off-street parking includes one ADA compliant stall with loading area; and, a 15' x 45' off-street loading zone area for deliveries located in the rear of the building. Pike Street is a narrow road with no shoulders and on-street parking should be prohibited with signage for the length of the parcel. Pedestrian infrastructure along Pike Street is adequate. An existing brick sidewalk is present west of the subject parcel and will be continued and extended along the full frontage of the subject parcel. While no sidewalk currently exists beyond the subject parcel on the same side of the street to the intersection with Wickham Avenue, the proposed sidewalk improvements will provide safe-pedestrian access along the site frontage. Accordingly, the proposed action will not result in any significant adverse impacts to pedestrian circulation or safety. The generation of traffic entering and leaving the site will increase, however, the number of vehicle trips will not be significant to warrant mitigation. No significant traffic volume (generation) or flow will occur. Adverse impacts to transportation are expected to be low. 14. Impact on Energy Energy use is expected to be indicative of commercial use and dark sky requirements must be met for exterior lighting. Natural gas is shown under the opposite side of Pike Street and service is proposed to be buried underground to service the proposed building. A significant increase in energy use is not expected. Proposed electric service will be accomplished by connecting to an existing PSEG Pole on the south side of Pike Street by overhead wire connection. This proposed connection should be buried underground. The proposed uses will not require above normal supply for each use. No major change in the use of either the quantity or type of energy will occur. 15. Impact on Noise, Odor, and Light Noise currently results from normal activities associated with the use on-site. Noise resulting from the construction is expected to be short term in duration and periodic. Noise from the operation of the facility is not expected to adversely affect receptors. SEAR Envirminemental Assessment Page 17 February 9. ?0 2 6 Odors capable of affecting the quality of life or health of employees from the construction or operation of the proposed action are not expected. A Lighting Study plan has been submitted. Lighting on site will comply with Chapter 172, Exterior Lighting, and will not adversely 'Impact adjacent properties or the night sky. Sanitary waste is proposed to be disposed of in a Suffolk County Department of Health Services approved on-site wastewater treatment system located in the rear yard under the parking area. Adverse impacts on noise, odor, and light are expected to be low. 16. Impact on Human Health No substantial hazard to human health is expected to occur as a result of this proposed action. Adverse impacts to human health are expected to be low. 17. Consistency with Community Plans The proposed action is located within the Mattituck Hamlet Center on a Hamlet Business zoned parcel with pedestrian infrastructure proposed, close proximity to public transportation and commercial businesses. The parcel is located in Long Island North Shore Heritage Area, a Regional Special Planning District designed to organize people, places and connections into a comprehensive and understandable approach. The proposed action is not inconsistent with the plan. The action complies with the Southold Town Code and is not in significant conflict with the Southold Town Farm and Farmland Protection Strategy (2000) and Community Preservation Project Plan (2016 update) and the Southold Town Comprehensive Plan (2020). The Comprehensive Plan treats Mattituck and Laurel together as a hamlet center with commercial character and concerns about appropriate scale of retail and business uses. The Land Use & Zoning (3) and Community Character (5) chapters reference existing commercial development patterns, noting that most of the Hamlet Business (HB) zoning which accommodates retail and service businesses—is located in Mattituck(particularly the Love Lane area), with a smaller concentration in Laurel near Franklinville Road. It underscores the 'Importance of ensuring commercial development remains at a scale compatible with the hamlet's character rather than sprawling outward. Land Use & Zoning goals specified for Mattituck/Laurel (Chapter 3; page 33; B-D) include: (B) ensure future commercial development in the hamlet center is at a scale consistent with the hamlet's character; (C) prevent retail sprawl by directing retail uses to the hamlet centers; and (D) improve the pedestrian safety and walkability in the hamlet center. Within the Comprehensive Plan's Economic Development chapter (7), commercial and retail uses are referred to in the context of strengthening local business vitality: Economic Development goal #1 is to encourage new and facilitate the growth of existing business sectors that pursue stable and sustainable employment, including retail/service- a SEOR Environnemental Assessinent Palle 1 (9. February 9,2026 based industry consistent with commercial zoning district uses and in locations so that hamlet downtowns remain vibrant and uses are consistent with community character. Adverse impacts of the proposed action on the consistency of community plans are expected to be low. 18. Consistency with Community Character LED gooseneck fixtures, wall packs and ballast pole light fixtures are proposed for exterior lighting. Exterior lighting will meet Dark Sky Standards, be contained on-site and not trespass onto adi acent parcels pursuant to Town Code §172. The action has been recommended as consistent(with Best Management Practices) with the policies of the Town of Southold Local Waterfront Revitalization Program. The character of the community is established by surrounding, existing commercial and residential uses with historic features. The architecture of the proposed building is not discordant with existing community character, however, the use of historic elements in design is encouraged to retain the character of the Hamlet Center. The Town of Southold Architectural Review Committee has requested changes to the structure to better support community character. The Mattituck Volunteer Fire Department and Southold Police Department service the area. Although demand for fire and police services will increase from the proposal on a periodic basis, the increase in services is not expected to be moderate to large. The proposed action is consistent with the community's adopted plans and goals and does not present a significant material conflict with such plans. Therefore, the action is not expected to result in any significant adverse impacts to community character. For Further Information: Contact Person: Brian Cummings, Senior Planner Address: P.O. Box 1179, 53095 State Road 25, Southold,New York 11971 Telephone Number: 631-765-1938 .&gertcy Use Only (IfApplicablcl 0 Project 615 Pike Street Retail Units Date Feb.9.2026 Full Environmental Assessment Form Part 3-Evaluation of the Magnitude and Importance of Project Impacts 4-1p, and Determination of Significance Part 3 provides the reasons in support of the determination of significance. The lead agency must complete Part 3 for every question in Part 2 where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. Based on the analysis in Part 3,the lead agency must decide whether to require an environmental impact statement to further assess the proposed action or whether available information is sufficient for the lead agency to conclude that the proposed action will not have a significant adverse environmental impact. By completing the certification on the next page,the lead agency can complete its determination of significance. Reasons Supporting This Determination: To complete this section: 0 Identify the impact based on the Part 2 responses and describe its magnitude. Magnitude considers factors such as severity, size or extent of an impact. .0 Assess the importance of the impact. Importance relates to the geographic scope,duration,probability of the impact occurring,number of people affected by the impact and any additional environmental consequences if the impact were to occur. 0 The assessment should take into consideration any design element or project changes. 0 Repeat this process for each Part 2 question where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. 0 Provide the reason(s)why the impact may,or will not,result in a significant adverse environmental impact 0 For Conditional Negative Declarations identify the specific condition(s)imposed that will modify the proposed action so that no significant adverse environmental impacts will result. 0 Attach additional sheets,as needed. See report titled: State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance and dated Feb.9,2026. Determination of Significance-Type I and Unlisted Actions SEQR Status: ❑ Type I Fv_/� Unlisted Identify portions of EAF completed for this Project: [0 Part I Part 2 Part 3 FEAF 2019 Upon review of the information recorded on this EAF,as noted,plus this additional support information titled,$ee report n 'r view tIEGATINE DECLARATION 1sougg.of DeterminaCiQn N n- Feb. 26 and considering both the magnitude and importance of each identified potential impact,it is the conclusion of the The Southold Planning Board as lead agency that: © A. This project will result in no significant adverse impacts on the environment,and,therefore,an environmental impact statement need not be prepared. Accordingly,this negative declaration is issued. ❑ B. Although this project could have a significant adverse impact on the environment,that impact will be avoided or substantially mitigated because of the following conditions which will be required by the lead agency: There will,therefore,be no significant adverse impacts from the project as conditioned,and,therefore,this conditioned negative declaration is issued. A conditioned negative declaration may be used only for UNLISTED actions(see 6 NYCRR 617.7(d)). ❑ C. This Project may result in one or more significant adverse impacts on the environment,and an environmental impact statement must be prepared to further assess the impact(s)and possible mitigation and to explore alternatives to avoid or reduce those impacts. Accordingly,this positive declaration is issued. Name of Action: 615 Pike Street Retail Units Name of Lead Agency:Southold Town Planning Board Name of Responsible Officer in Lead Agency: James H.Rich 111,Chairman Title of Responsible Officer: Same Signature of Responsible Officer in Lead Agency: I fT Date: Feb.9,2026 Signature of Preparer(if different from Responsible Officer) Date: Feb.9,2026 For Further Information: Q-) Contact Person: Brian Cummings,Senior Planner Address: P.O.Box 1179,53095 Main Road,Southold,NY 11971 Telephone Number:631-765-1938 E-mail: Brian.Cummings a@town.southold.ny.us For Type 1 Actions and Conditioned Negative Declarations,a copy of this Notice is sent to: Chief Executive officer of the political subdivision in which the action will be principally located(e.g.,Town 1 City 1 Village of) Other involved agencies(if any) Applicant(if any) Environmental Notice Bulletin: htt ://www.dee.ny. ov/enblenb.html PRINT FULL FORM Page 2 of 2 Southold Town Planning Board Work Session — February 9, 2026 — Page 2 Project Name- 705 CR-48 Contractor Campus SCTM#: 1 1000-111-12-13 Location: 705 CR 48, Mattituck Description: This site plan application proposes two new buildings, each measuring 11,002.6 square feet, on a 2.57-acre parcel in the Limited Business Zoning District. Each building will be divided into 5 contractor business spaces, for a total of 10 contractor business spaces. Status: Approved Action U date & Review Request [Attachments: Staff Report [Project Name: Rich's Quality Autobody SCTM#.- 1000-102.-3-1 Amended Site Plan Location: -1"299-50-NYS Route 25, Cutchogue. Description, This site plan is to amend the previously approved plan to include several as-built structures, including a 972 sq. ft. portable building on a concrete slab, an extension of auto repair building #2 from 1,759 sq. ft. to 2,916 sq. ft., along with the previously approved existing office building of 576 sq. ft. and existing auto repair building #1 at 1,628 sq. ft.; all on a 37,428 sq. ft. parcel in the R-40 Zoning District located on the s/s/o NYS 25 at the s/w intersection of NYS 25 and Fleets Neck Road in Cutchog-ue. - - I Status: New Application Action- Review for Completeness Attachments: -Staff Report_ Project Name: 615 Pike Street Retail Units SCTM#: J 1000-140.-2-21 Location: - 615 Pike Street, Mattituck Description: i This proposed site plan is for the construction of a 1 1/2-story 4,742 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54 acres in the Hamlet Business zoning district, Mattituck. Status: Pending_ Action: Review SEQRA Assessment Attachments: Draft SEQRA Assessment Project Name: Southold Gas Station & Convenience SCTM#: 1000-55.-5-2.2 Store EV Chargers Location. 45450 CR 48, Southold Description: j This amended site plan application is for the proposed installation of four (4) Autel dual handle Electric Vehicle Charging Stations on a site with an existing Gasoline Service Station and Convenience Store, located on 1.46 acres in the General Business (B) Zoning District. -Status: Pending Action- Review for Determination Attachments: Staff Report S,b.p P13, 14U 1 6 C i iM OWNED Submission Without a Cover Letter FEB Q 5 2026 sourHoLo rowrr PLANNING EOARp p Name: /lot 1 S O r--A A M P A rC�,�44e L"�r'U r'2-e Project Title: G 15*0 Pi k 2, S*�{�-"�"` SCTM#: 1000 - I L4 O . — � Date: Z.,r /60' / Z (o Details of Submission: URM Q�19 D V DE 10 FEB 0 5 2026 SOUTHOLD TOWN P ANNING L.BOARD AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as S ` . y, 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 2- Z 2,Co 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 Na e (1rrint) Sign Lure Address Date Lie A 't A. Notary Pu6lic CHRISTOPHgR B BONDARCHLIK NOTARY MIRLI( STATFOF NFW YORK Registration NO M BW3904 Qualified in sital'Olk,Cmn: M%Comrnis�ion Expire.- PLEASE RE TURN THIS AFFIDAVIT`, CERTIFIED MAIL RECEIPTS & GREEN RE TURN RECEIP T CARDS B Y: 12:00 n o o m, FrL, 2/6/26 Re: 616 Pike Street Retail Units SCTM#: 1000-140.-2-21 Date of Public Hearing: Monday, Februa[y 9, 2026, 5:01 p.m. A M P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Bu i ld 615 Pike Street Retail Units-Planning Board Hearing 615 Pike Street,, Mattituck SCTM: 1000-140.-2-21 140.-3-3.4 Love Lane Realty Co Inc PO BOX 12 Mattituck, NY 11952 140.-3-4 Charles Zahra PO BOX 1137 Mattituck, NY 11952 140.-2-16 Jkk Enterprises LLC PO BOX 1620 640 Love Ln PO BOX 1620\Mattituck, NY 11952 140.-2-20 Thucvy Pham PO BOX 616 Mattituck, NY 11952 140.-2-21 615 Pike St LLC 350 Brook Ln Southold, NY 11971 140.-2-22 Stephan Mazzella 350 Brooke Ln Southold, NY 11971 140.-2-15 5350 CR 48 LLC c/o Gary Doroski PO BOX 781 Cutchogue, NY 11935 140.-3-5 Town of Southold PO BOX 1179 Southold., NY 11971 Page 1 oft A M P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build 140.-3-6 Mattituck Fire District PO BOX 666 Mattituck, NY 11952 140.-2-31.2 Donna L. Dill, PE Structures Department MTA Long island Rail Road Hillside Maintenance Complex Mail Code 3143 93-54- 183 Street Hollis, NY 11423 Page 2oF2 r ' i C L rt.S Notice of Heari i f A public hearing will be held at .y Town HaII, 53095 Moto Rood,Southold, NY,concerning this property: OWNER(S)OF RECORD: 615 Pike St LLC - - NAME OF APPLICATION: 611;"aVftETffT*&"r"VM - s - -2-21 REFERENCE TAx MAP#: 1000-140. f SUBJECT OF HEARING: -- - 1—MQNDAY=FEB.9,y2026�5_01 P.M._- - TIME& DATE HEARING: it you have an interest in this project, you are invited to view the Town tile(s)which are available for inspection prior to the hearing - - - during normal business days between the hours of Sam and 4pm. PLANNING BOARD-TOWN OF SOUTHOLD -(631)765-1938 AL I I - V - _ I •..fir ; .- �, • h+ 1 -Nd fit .MN-.f AN ML Ift CPO t _ } � 1 •i f � '0 Ow Alp lw Alw Alf k Air dx gyp."i iu� r ` v�` J AIW i• �'fb aF - COUNTY OF SUFFOLK �13, C,, Mc A o as FEB 0 2 2026 EDWARD P.ROMAINE SOUTHOLD TOWN SUFFOLK COUNTY EXECUTIVE PLANNING BOARD DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE MAUREEN GETCHELL COMMISSIONER RORY WHELAN CHIEF DEPUTY COMMISSIONER DEPUTY COMMISSIONER February 2,2026 Town of Southold P.O. Box 1179 Southold,New York 11971 Attn: Brian Cummings, Senior Planner Dear Mr. Cummings: Pursuant to Section 239 1 & in of the General Municipal Law, the following site plan which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Plan Address File No. 615 Pike Street Retail Units 1000 14000 0200 021000 N/A NOTE: Does not constitute acceptance of any zoning action(s)associated therewith before any other local regulatory board. Very truly yours, 3&1� el C_571_� By Victoria Malvone Joseph E. Sanzano,Planning Director Division of Planning and Environment JES/vm H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,2M FI 0 P.O.BOX 6100 0 HAUPPAUGE,NY 11788-0099 ■ (631)853-5191 A M P A rc h i te ct u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone: (631)603-9092 Design + Build January 23, 2026 Southold Town Planning Board 54375 Main Road svb-p Southold, N.Y. 11971 Fg 1 NL,1 g c, M C RE: 615 Pike Street r ������ 615 Pike StreetMattituck, N.Y.11952JAN 2 3 2026 SCTM #1000-140-02-21 SOUTHOLD TOWN P,-ANN,N.BOARD Dear Board Members, After feedback received by the ARB review for this application we have revised the exterior materials previously selected. We are submitting updated renderings and specification booklets to represent the use of only (2) types of siding; white board and batten and German shmear brick. Thank you, Brooke Epperson AMP Architecture bepperson@ariinarchitect.com (631) 603-9092 Page I of 2 i Alk Y •a i AV Pt 71L, } 1 Y j� 1�L T 1 9 � r • i a t. •� 1 �tt y k� J L i s r -- rA79Mr II • ,, '4r Ar J+ - '7�1ii1 Am F do- , •i _ s _ y T jo 1 '! ' + ii +u ' •ii b b + LF• VQ a f i 41' •p7l ��• 'y•�'� b F i b 7 i� y I F i M ti - IA t f It 1p i 1T f. b u • ,� F if § ` Y *r'�.1 dlW f i 'i b F �ylf I •� �l lr r I f I I 1 r r ' Lr 4 I, r* � I I 1" r•�:+ f # �+ nw '► W + I - r f m-SSS"' tr n'1 w h { i Ir — - i lit 41 r m, r^ r d r � r i 1 r F � At it -- e ,r rA Tf = I �r �* �" At :fit irW% der y it 17 AW Ir r a� •C#R^7 ram. .• +� + � AA qr- T.' _ T s• f. it Ll r' !V t �+ i f Fes, try t 1 .. *f I 4 Y - ! t I+r f F x � f ■ 1 • �� � _� .� �. .1 it �. � lb e t" . 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'��i� C cQ M m r � z cf) I A� P -D r � D - Z C H --j C z It q c � - CD i c -� co O D —� C � H 44 r AJL m w� r C du 7 CD m CD �-j > Z cf) U) C) > > 0 3 < p FI) CD x x 7 CL C: CD CID < U) 0 mmt < M ) sn. 0 n 0 C) C m m > > 0 Cil F-4 0 m > 0_ 5' m G) -n 0 0 m M > Z> m > M ZM 00 0 * G) C n G) C):�; M 0 x > 0 M DD m m 0 M DO m m m —� X0 m Cl) cn 0 0 m 0 0 C) 0 0 m M0 G) m 0 0 m 0 m 0C 0 0 > 0 rn m 0 0 m z z 0 0 0 0 0 0 z z F IH F-i F-i z z zm >< Cl) Ct) cr) CIO m m m m 0 > z E3 rr, 0 m t.A.) C)-7--1 ---4 m 0 z > m > > 0 (D m m U) > zy a > C: G) -1 m (D Ul Meryl Kramer,AIA FQt Town Hall Annex , LEER AP, Chairperson J' Anne Surchin, R.A. 54375 Route 25 Ronald McGreevy PO Box 1179 C002 Umberto Fasolino Southold,NY 11971 Frank Buonaiuto Fax(631)765-6641 Jim Fredriksson Telephone: (631)765-1892 Reynolds duPont, Jr. www.southoldtownny.gov S TOWN OF SOUTHOLD ARCHITECTURAL REVIEW COMMTTEE 0�[9���10A Q MINUTES THURSDAY9 JANUARY 89 2026 at 4:OOPM JA N 3 0 2026 TOWN HALL ANNEX CONFERENCE ROOM SOUTHOLD TOVIN AND VIA ZOOM BASED WEBINAR NNI BOARD Members Present: Mery l Kramer, Chairperson;Anne Surchin; Umberto Fasolino; Frank Buonaiuto; Town.Planner Brian Cummings, and Elizabeth Cantrell,Secretary were present. Town Board member Kate Stevens was present via Zoom. Clay Coffey,Architect was in attendance to meet the Committee members and discuss his interest in joining the committee. The minutes for the meeting of August 7,2025 were approved. Introduction: A-11 apphcants will give a preseritation consisting of drawm* gs,exterior materials samples and other information re quired by the Planning Department to ffie 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 Plaruung Board in the ARC Meeting * r Board will corisider Minutes, and be made part of the Planning file for that application. The Plannmg 4 these recommendations, together with all coniments from other agencies,and provide the applicant with a comprehensive written list of its requested revisions. New Site Plan Application: 615 PIKE STREET RETAIL UNITS SCTM#: 1000-140.-2-21 This site pkcin proposes the construction of a I 1/2story,4,590 sq. ft. commercial bull Li irig �v ith four (4) retail units,basement storage and associated parking on 0.54 acres in the Hamlet Business zoning district,Mattituck. Anthony Portillo of AMP Architecture and Town Plaruier Brian Curnxnings presented the proposed 4 site plan and design drawm' gs for the Con-Lnuttee's review. Following the presentation, the Conunittee members discussed the project with the applicant and have the following comments. • J'he Coo-n-iittee recommends the second story gambrel be redesigned to be more in unison with the first floor. Fc)r tho second story, Clerestory wmdows were discussed with Mr. Portillo. Page 1 of 2 0 The storefront design is incompatible with the proposed gambrel roof / board and batten portion of the structure and feels as though it does not belong on Pike Street 0 The committee recommended reducing the number of materials on the storefront facade for a more uniform appearance across all 4 stores. 0 The proposed vegetation plan is acceptable. This Committee would like the applicant to return with a revised site plan depicting the recommendations noted above. Eh*izaeth Cantrell, A.R.C.Secretary Page 2 of 2 V y:�r ���,� --.T . COLLINS, P.E. ALBERT J. KRUPSKI, JR, � MICHAEL M. SUPERVISOR TOWN ENGINEER EER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Z& Fax. (631)-765-9015 rll W'0 _ psi 4-r rs�- OFFICE OF THE ENGINEER rDEC 1 9 2025 OUTHOLD TOWNTOWN OF SOUTHOLD LANNMGSOARD Brian Cummings December 18, 2025 Senior Planner Southold Town Planning Department 54375 Main Road Southold, NY 11971 RE: 615 Pike Street Retail Units SCTM# 1000-140.-02-21 Dear Mr. Cummings: As per a request from your office, I have reviewed Sheets PL-01 through PL-06 of the 615 Pike St. LLC. Commercial Bldg., dated November 7, 2025, and Sheets SP-101.00 & SP- 102.00 of the 615 Pike St. LLC. Septic, dated November 19, 2025, prepared by Anthony M. Portillo, R.A.. Please have the applicant submit revised plans that address the following: 1. Please revise the drainage plans to provide calculations for each drainage system. 2. The plans must show the details for the proposed drainage structures, the piping that connects them to the new building and the asphalt pavement. 3. I recommend that the leaching pools be provided with solid cast iron clean out covers to grade to facilitate future maintenance. 4. The Site Plan must show the location of and details for all silt controls required to keep silt laden stormwater runoff from migrating off-site during construction. 5. The Site Plan must show the location of and details for the concrete washout and soil stockpile areas. If you have any questions regarding this review, please contact my office. Sincerely* r .. Michael M. Collins. P.E. Town Ens inee' Sob-P I From: Bavinson Lester F51 14��&Cf MC Sent: Wednesday, December 17, 2O2512:O2PM ORM(�19 0 wM To: Cummings, Brian A. DEC 17 2025 Cc: Michaelis, Jessica;VVestennann, Caitlin; Sch/achter, Amy Subject.- Site Plan for 615 Pike Street Retail Units TM # 140.-2-21 SOUTHOLD TOWN [--PLAMING BOARD Hello All, it is ok to proceed as there are no open violations past or present on this parcel. Have a Good Day .1 OFFICE LOCATION: 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 :%o w-ww.southoldtownny.gov Mum,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester BaY linson, Ordinance Inspector Robert Corwin, Fire Marshal From: Brian Cummings, Senior Planner Date: December 16, 2025 Re: Proposed Site Plan for 615 Pike Street Retail Units 615 Pike Street, Mattituck SCTM##1000-140.-2-21 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This proposed site plan is for the construction of a 1 Y2 story 4,590 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54acres in the Hamlet Business zoning district, Mattituck. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, 1000--140.-2-21 OFFICE LOCATION: AIA11LING ADDRESS: '�� �+ Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 car. Main Rd. &Youngs Ave.) Telephone: 631 765-193$ Southold, NY www.southoldt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Tracey L. Dwyer, Building Permits Examiner From: Brian Cummings, Senior Plann Date: December 16, 2025 Re: Proposed Site Plan for 615 Pike Street Retail Units 615 Pike Street, M attitu ck SCTM#1000-140.-2-21 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This proposed site plan is for the construction of a 1 Y2 story 4,590 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54acres in the Hamlet Business zoning district, Mattituck. Thank you for your cooperation. Encls: Site Plan Application Site Plan OFFICE LOCATION: ' MAILING ADDRESS: Town Hall Annex P.Q. Box 1179 54375 State Route 25 Southold, NY 11971 car. Main Rd. &Youngs . C s Ave.)g Telephone: 631 76 5-1938 Southold, NY w w w.s outhol dt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Tracey L. Dwyer, Building Permits Examiner From: Brian Cummings, senior Planne Date: December 16, 2025 Re: Proposed Site Plan for 615 Pike Street Retail Units 615 Pike Street, Mattituck SCTM#1000-140.-2-21 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This proposed site plan is for the construction of a 1 1/2 story 4,590 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54acres in the Hamlet Business zoning district, Mattituck. Thank you for your cooperation. Encls: site Plan Application Site Plan OFFICE LOCATION: ' f MAULING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 76 5-1938 vjww.southoldtownny.gov ro U PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, ordinance Inspector Robert Corwin, Fire Marshal From: Brian Cummings, Senior Planne'�QL) Date: December 16, 2025 Re: Proposed Site Plan for 615 Pike Street Retail Units 615 Pike Street, Mattituck SCTM#1000-140.-2-21 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This proposed site plan is for the construction of a 1 �/2 story 4,590 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54acres in the Hamlet Business zoning district, Mattituck. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, 1000-140.-2-21 OFFICE LOCATION: ' M:AILING ADDRESS: Town Hall Annex �'' P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (ear. Main Rd. &Youngs Ave.) c Telephone: 631 765-1938 Southold, NY w-ww.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector Robert Corwin, Fire Marshal From: Brian Cummings, Senior Planner Date: December 16, 2025 Re: Proposed Site Plan for 615 Pike Street Retail Units 615 Pike Street, M attitu ck SCTM##1000-140.-2-21 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This proposed site plan is for the construction of a 1 1/2 story 4,590 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54acres in the Hamlet Business zoning district, Mattituck. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, 1000-140.-2-21 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex + F.O. Box 1179 54375 State Route 25 Southold, NY 11971 cor.Main Rd &Youngs{ . . s Ave.)g Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov 420 U0 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Heather Lanza, LWRP Coordinator From: Brian Cummings, Senior Plann Date: December 16, 2025 Re: Proposed Site Plan for 615 Pike Street Retail Units 615 Pike Street, Mattituck S CTM#10 00-14 0.-2--21 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. this proposed site plan is for the construction of a 1 Y2 story 4,590 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54acres in the Hamlet Business zoning district, Mattituck. Thank you for your cooperation. It OFFICE LOCATION: so MAILING ADDRESS: Town Hall Annex �'' P.O. Box 1179 54375 State Route 25 Southold, NY 11971 r. Main Rd. &Youngs s Ave.g Southold, NY Telephone: 631 765-1938 vvww.southoldtownny.gov om PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 16, 2025 Mr. John Harrison c/o Mattituck Fire District P.O. Box 666 Mattituck, NY 11952 Re: Request for Review on: Proposed Site Plan for 615 Pike Street Retail Units 615 Pike Street, Mattituck SCTM##1000-140.-2-21 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 proposed site plan is for the construction of a 1 Y2 story 4,590 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54acres in the Hamlet Business zoning district, Mattituck. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, Brian Cummings Senior Planner Encls.: Site Plan Application Site Plan OFFICE LOCATION: ' + , 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-1My.gov coum NV PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Brian Cummings, Senior Plann Date: December 16, 2025 Re: Site Plan Application Review: • Request for Comments pursuant to Section A14-24, Suffolk County Administrative Code • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 • SEQR Lead Agency Request 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 from the Suffolk County Planning Commission that the Southold Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your interest in assuming the responsibilities of lead agency under SEAR. 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. 615 Pike Street Retail Units— Page 2 — December 16, 2025 Planning Board Position: (x} This agency wishes to assume lead agency status for this action. { } This agency has no objection to your agency assuming lead agency status for this action. { } Other (see comments below) Comments: Project Name: 615 Pike Street Retail Units Address: 615 Pike Street, Mattituck Tax Map #: 1000-140.-2-21 Requested Action: This proposed site plan is for the construction of a 1 1/2 story 4,590 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54acres in the Hamlet Business zoning district, Mattituck. SEQRA Classification: ) Type I } Type 11 (X} Unlisted Contact Person: Brian Cummings, Senior Planner (631} 765-1938 Enclosures: 0 Site Plan Application Form 0 Site Plan(s) 0 Full EAF * SCPC Referral Submission Cover Sheet 2 Appendix A - County Referral For Appendix A—Suffolk County Planning Commission Guidebook Suffolk • • Commission Submission Cover Forni For Plannino, and Zoiili-ig Referrals Municipality: Southold Tgwn Ham let: uck Local Case Number: District: Section: 140 Block: 2 Lot: 21 Local Meeting Date: Application/Action Name: E15 Pike Street Retail Units Public Hearing; Yes No Re rrina Aagncy: TYPA of Referral: SEQRA_Action: Draft EIS Positive Declaration ann�in Board or Comm isS.10 New EAF Final EIS Negative Declaration Zoning:Board or Appeals Expansion Lead Agency Findings Town Board/Village Board of Modification Draft Scope Trustees Brief description of application or proposed action: This proposed site plan is for the construction of a 1 1/2 story 4,590 sq_ ft. commercial building with 4 retail units, basement storage and associated parking on 0. 4acres in the Hal et business zoning f' district, aitlC. Type of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of.- • A municipal boundary; • The boundary of any existing or proposed county, state,or federal park or other recreation area; • The right-of-way of any existing or proposed county or state road; • An existing or proposed county drainage channel line; • The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, • The boundary of county,state,or federally owned land held or to be held for governmental use; The boundary of a farm located in an agricultural district Comprehensive Plan (Adoption or Amendment) Subdivision Zoning ordinance or Map(Adoption or Amendment) Use Variance Code Amendment Area Variance Official Map Special Use Permit/Exception/Conditional Use Moratorium Site Plan � Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Additional Application Information • Action Previously Referred to Suffolk County Planning Commission Yes No q(If yes, Date ) • Adjacent Municipality Notified (see NYS GML 239 nn) Yes No N/A • Located Within Long Island Pine Barrens Zone Yes No • Workforce/Affordable Housing Yes No N/A • Energy Efficiency Yes No N/A Zoning Board of Appeals Approval Yes No N/A • Suffolk County Department of Health Approval/Comments Yes No N/A New York State Dept.of Environmental Conservation Approval/Comments Yes No N/A • New York State/Suffolk County Dept.of Public Works Approval/Comments Yes No NIA • Suffolk County Sanitary Code Article 6,Groundwater Management Zone- 1 II III IV V VI VII VIIl Contact Information Municipality: Town of Southold Department/Agency: Planning Department Contact Name: Brian Cummings,senior Planner Phone Number: 631-765-1938 Email Address: briars.cummi-ngs to n. outhold.nv.us Applicant: 615 Pike Street LLC LLC(Stephen_Mazplla) Contact Name: Anthony Portil to Applicant Address: PC Box 152,Mattitituck 11952-,631-603-9062; bepperson@arrl rchitect.com r OFFICE LOCATION: ,f 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 w-ww.s outholdtownny.gov 00.. NTi PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Water Authority (SCWA) From: Brian Cummings, Senior Plann&, Date: December 16, 2025 Re: Site Plan Application Review-- 615 Pike Street Retail Units 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. Project Name: 615 Pike Street Retail Units Address: 615 Pike Street, Mattituck Tax Map ##: 1000-140.-2-21 Requested Action: this proposed site plan is for the construction of a 1 Y2 story 4,590 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54acres in the Hamlet Business zoning district, Mattituck. SEQRA Classification: ) Type 1 ) Type 11 (X) Unlisted 615 Pike Street Retail Units — Page Two— December 16, 2025 To access the file: 1. Go to the Town of Southold website www.southoIdtownnv-C_jov, 2. Click on the Laserfiche Weblink icon located on the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plans; 6. Click on Pending; 7. Click on SCTM# "1000- 140.-2-21"- 8. Click on Site Plan. For further information, please feel free to contact this office. Contact Person: Brian Cummings, Senior Planner (631) 765-1938 Enclosures: 0 Site Plan Application Form 0 Site Plan 0 F EAF 2 OFFICE LOCATION: 1VTAILING ADDRESS: Town Hall Annex �` P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 785-1938 � wrcww.sautholdtownny.gov 'OOUNTi 3� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Albert J. Krupski Jr., supervisor Members of the Town Board Denis Noncarrow, Town Clerk cc: Paul DeChance, Town Attorney From: Brian Cummings, Senior Planne?;,m-� Date: December 16, 2025 Re: Proposed Site Plan for 615 Pike Street Retail Units 615 Pike Street, Mattituck SCTM#1000-140.-2-21 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. this proposed site plan is for the construction of a 1 �/z story 4,590 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54acres in the Hamlet Business zoning district, Mattituck. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, 1000-140..2.21 OFFICE LOCATION: f MAILING ADDRESS. Town Hall Annex "�'' P.O. Box 1179 54375 State Route 25 Southold, NY 11971 cot. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtow-rmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Senior Planne Date: December 16, 2025 Re: Proposed Site Plan for 615 Pike Street Retail Units Application Name: 615 Pike Street Retail Units Tax Map Number: 1000-140.-2-21 Location: 615 Pike Street, Mattituck `type of Application: Sketch Subdivision Map Preliminary Subdivision Map Final Subdivision Map Road Profiles Grading and Drainage Plans Other Site Plan (Dated: 11/19/25) Revised Site Plan Grading and Drainage Plans Other (AS BUILT) Proiect Description: This proposed site plan is for the construction of a 1 Y2 story 4,590 sa. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54acres in the Hamlet Business ,zoning district, Mattituck Thank you for your cooperation. OFFICE LOCATION: ' MAILING ADDRESS: Town Hall Annex F.Q. Box 1179 54375 State Route 25 Southold, NY 11971 (car. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov oil 'rou PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM, To: Suffolk County Department of Health Services From: Brian Cummings, Senior Plannea, Date: December 16, 2025 RE: Proposed Site Plan Application Review-- 615 Pike St. Retail Units • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEAR The purpose of this request is to seek comments from your agency as part of the coordinated 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; 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. 615 Pike Street Retail Units— Page 2 — December 16, 2025 Planning Board Position: {x} This agency wishes to assume lead agency status for this action. { } This agency has no objection to your agency assuming lead agency status for this action. { } Other (see comments below) Comments: Project Name: 615 Pike Street Retail Units Address: 615 Pike Street, Mattituck Tax Map #: 1000-140.-2-21 Requested Action: This proposed site plan is for the construction of a 1 Y2story 4,590 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54acres in the Hamlet Business zoning district, Mattituck. SEQRA Classification: } Type I ) Type 11 {X} Unlisted Contact Person: Brian Cummings, Senior Planner {631) 765-1938 Enclosures: 0 Site Plan Application Form • Site Plan(s) 0 Full EAF 2 OFFICE LOCATION: MAILING ADDRESS. �� ��" Town Hall Annex ,, '' P.O. Box 1179 54375 State Route 25 Southold, NY 11971 cor. Main Rd. &Youngs{ . s Ave.)g Telephone: 631 765-1.938 Southold, NY www.southoldtownny.gov COUNTi PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Meryl Kramer, Chairperson Southold Town Architectural Review Committee From: Brian Cummings, senior Planner. Date: December 16, 2025 Re: Proposed site Plan for 615 Pike street Retail Units 515 Pike street, Mattituck SCTM#1000-140.-2-21 The Planning Board refers this Site Plan Application to your committee for review and comments. This proposed site plan is for the construction of a 1 �/2 story 4,590 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54acres in the Hamlet Business zoning district, Mattituck. Thank you. Encls.: Site Plan Application; Building Elevations 1. PB Resolution settina, the hearin — This is your copy of the Planning Board resolution that set the public hearing. 2. List of adj acent vrovertvowners to no This is the list of the J% -a- % adjacent property owners that you must mail the notice of hearing to. These notices must be mailed by certified mail, with return receipt. 3. Notice to adjacent Property owners and codes of the tax map pages — These are the documents that must be mailed to the adjacent property owners (certified w/ return receipt). Some applicants like to include a cover letter, but a cover letter is not a requirement. 4. Affidavit of Postin�.� This affidavit must be signed, notarized and returned to the planning department by February 6th with the certified mail receipts and any green cards that you have received. 5. Southold Town Code related to Public Hearings — This is just a copy of the Southold Town Code related to public hearings for your record. 6. Zoom Instructions — This is a copy of the zoom instruction for the public meeting for your record. One of these is included in the "notice to adjacent property owners". Feel free to call me with any questions. Jessica Michaelis, Planning Board Secretary 631-765-1938, jessicam@southoldtownny.gov OFFICE LOCATION: NIAILING ADDRESS: Town Hall Annex �` P.O. Box 1179 54375 State Route 25 Southold, NY 11971 cor. Main Rd. s Ave.)&Youngs g � Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov 100UM� PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 9, 2025 Mr. Anthony Portillo 10200 Main Road, Unit 3a P.O. Box 152 Mattituck, NY 11952 Re SEAR classification and set Hearing 615 Pike Street Retail Units 615 Pike Street, Mattituck SCTM##1000-140.-2-21 Dear Mr. Portillo; The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, December 8, 2025: WHEREAS, this proposed site plan is for the construction of a 1 1/2 story 4,590 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54acres in the Hamlet Business zoning district, Mattituck; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is an Unlisted action as it does not meet any definition on the Type it list and does not rise to a Type I classification; 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, February 9, 2026 at 5:01 p.m. for a Public Hearing regarding the Site Plan entitled "615 Pike St. LLC Commercial Building" prepared by Anthony M. Portillo, R.A. dated November 7, 2025. The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board office at the Southold Town Annex when you are contacted to do so. 615 Pike Street Retail Units Page 2 December 9. 2025 Please return the Affidavit of Posting/Mailing, included in the lac et� a1on Frith the certified mailing receipts AND the signed c1reen return receipt cards before 12:00 noon on Friday, Februa!y 6 2026. The sign and the post need to be returned to the Planninq 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. Respectfully, Hr lzoa-cA " , James H. Rich III Chairman 140.-3-3.4 140.-2-20 140.-2-15 Love Lane Realty Co Inc Thucvy Pham 5350 CR 48 LLC PO BOX 12 PO BOX 616 c/o Gary Doroski Mattituck,NY 11952 Mattituck,NY 11952 PO BOX 781 Cutchogue,NY 11935 140.-3-4 140.-2-21 140.-3-5 Charles Zahra 615 Pike St LLC Town of Southold PO BOX 1137 350 Brook Ln PO BOX 1179 Mattituck,NY 11952 Southold,NY 11971 Southold,NY 11971 140.-2-16 140.-2-22 140.-3-6 Jkk Enterprises LLC Stephan Mazzella Mattituck Fire District PO BOX 1620 350 Brook Ln PO BOX 666 640 Love Ln PO BOX 1620 Southold,NY 11971 Mattituck,NY 11952 Mattituck,NY 11952 140.-2-31.2 Donna L.Dill,PE Structures Department MTA Long Island Rail Road Hillside Maintenance Complex Mail Code 3143 93-59-183 Street Hollis,NY 11423 Southold Town Plan n i n Board Noti ce to d iacent Property Own e rs 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# 1000-140.-2-21; 3. That the property which is the subject of this application is located in the Hamlet Business (HB) Zoning District; 4. This proposed site plan is for the construction of a 1 1/2-story, 4,742 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54 acres in the Hamlet Business zoning district, 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 locate din the Town Hall Annex, on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd Fl. Former 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.southo1dtownnV.qov; 2. Click on the Town Records Weblink/Laserfiche icon located on the homepage; 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 (referenced in #2 above) Or by sending an e-mail message to: JessicaM@sputhc1dtownny-gov 6. That a public hearing will be held on the matter by the Planning Board on Monday, February 9, 2026 at 5:01 m. at the Southold Town Hall, Main Road, Southold and virtually via the Zoom online platform; 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. It is not necessary to attend this hearing to participate. Written comments received prior to the public hearing date are acceptable. Written comments may be submitted via letter or email to: Jessica M @south oldtown nv.aov Petitioner/Owner Name: 615 Pike St LLC Date: 1/7/2026 J010SUF�Oj� MAILING ADDRESS: OFFICE LOCATION: �0 C�� P.O.Box 1179 'r".Z.� G.y e� Southold,N Y 11971-0959 Town Hall Annex � �} 54375 State Route 25 y Telephone:632-765-1938 y www.sou#holdtownny.gov (cor.Main Rd.&Youngs Ave.) O � �•_ Southold,NY PLANNING BOARD OFFICE TOWN OF SOUTHOLD PLANNING BOARD PUBLIC MEETING Monday, February 9, 2026 5,-00 p.m. Options for public attendance. • In person: Location: Southold Town Hall, Main Road, Southold. or • To join via computer: https:Hus06web.zoom.us/j/89509499824?pwd=AlOZBdomXqw6i7U5HRcLf ONtJJRGaQ.1 Or Online at the website zoom.us, click "Join a Meeting" and enter the Meeting ID: 895 0949 9824 Password: 074982 • Join by telephone: Call 1(646) 558-8656 Enter Meeting ID and password when prompted (same as above) 0 z w 9%ose a 3 .j 0 o ......, . j % r %% xLU>- N<IL % • a % WW % x L�u 0 if <.Cc)si LU F-0. Ic. C) % C., 8 - 1, % �.. 1p % o U) ir w % % ♦ z U) V�1p el. 11., .. % 33 It %% ♦ -e % %Od, % 1p, % (14 % 46 % @ r Ole hc % % ll� % 0 LL % LL A % c4l 41 All LL % A % % o % % 11 ♦ % % %% % % % It % 49 % % A % % % % 0—%,, % lb foal Ile %% -P Ob % < ce, % A. 41 %% % % 06 VA I Jp % % %c1d. ->% 0 el % % 49 JI % %% o % %% % % % % fo 14 Rd 02 zy O -JLU(!)WZD In 09 9 Am OA6-0 C', C? 9 9 7 cr 10 0 o � � CAW) AFFIDAVIT CIF 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 RE TURN RECEIPT CARDS B Y: 12:00 noon, Fri., 216126 Re: 615 Pike Street Retail Units SCTM#: 1000-140.-2-21 Date of Public Hearing: Monday, February 9., 2026, 5:01 p.m. 7/18/24, 1:49 PM Town own of Southold, NY Public Hearings, Notice of Town of Southold, NY Thursday, July 18, 2024 Chapter a�, Public Hearings, Notice of [HISTORY:Adopted by the Town Board of the Town of Southold 12-27-1995 by L.L. No. 25-1995. Amendments noted where applicable.] § 5-1 . Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-2003] 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 ng each public or private street which the property prominently displayed on the premises faci 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 compiled 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. § 55-2. Videoconferencin9 for public meetings. [Added 6-21-2022 by L.L. No. 6-2022] The Town Board of the Town of Southold hereby authorizes members of the Town Board and all members of the Town's public bodies to participate in meetings using videoconferencing technology in a manner consistent with Public Officers Law § 103-a and the Town's videoconferencing policy adopted by the Town Board. httnc 11,nf-nria,,iRn r-r)rn In ri nt/.q n nd 1 9?r7i i i ri=r:;I J;7 7 .yii S�FFO[� MAILING ADDRESS: OFFICE LOCATION: P.O.Box 1179 Southold,NY 11971-0959 Town Hall Annex t1`� 54375 State Route 25 y x , Telephone:631-765-1938 www.southoldtownny.gov (cor.Main Rd.&Youngs Ave.) y ! : Southold,NY PLANNING BOARD OFFICE TOWN OF SOUTHOLD PLANNING BOARD PUBLIC MEETING Monday, February 9, 2026 5:00 p.m. Options for public attendance: • In person: Location: Southold Town Hall, Main Road, Southold. or • To join via computer: https://us06web.zoom.us/j/89509499824?pwd=AlOZBdomXqw6i7U5HRcLf ONtJJRGaQ.1 Or Online at the website zoom.us, click "Join a Meeting" and enter the Meeting ID: 895 0949 9824 Password: 074982 • Join by telephone: Call 1(646) 558-8656 Enter Meeting ID and password when prompted (same as above) S�.)� p8l M'Q�[ROWUREID Submission Without a Cover Letter rNJOV 2 5 20251 UTHOLD TOWN LANNI�iG 30:ARLI, Name: �d 'SC)n rp Project Title: SCTM#: 1000 - Ld Date: l Details of Submission: >t ►��/ i � S i� �1cf s A M P Arch i to c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build Town of Southold November 7,2025 Planning Board Office P.O. Box 1179 Southold, NY 11971 - LEUXW Rnlf Re: Proposed Site Plan for 615 Pike Street Retail NOV 0 7 2025 615 Pike Street,+/- 185' n/e/o Pike Street& Love Lane, Mattituck S 0 U TH 0 L D TO'- SCTM#1000-140,-2-21 PLANNING 60A*R10 I.. . up-AffiWM*..i I Brian Cummings, Following the receipt of the Site Plan Application dated September 12, 2025 at 615 Pike Street, Mattituck(SCTM #1000-140,-2-21),the following revisions and explanations have been made to resolve outstanding concerns: Comment#1: 1. Provide nine (9)full size prints of the proposed site plan and additional pages to include the stamp seal stamp and signature of the NYS licensed professional preparing the plan.Additional pages of the site plan may be necessary in order to provide clear,legible plans that effectively convey all necessary information. Please provide the following: a. Provide darker/bolder lines on the site plan for the parking stall delineations.The site plan submitted September 2025 is very faint and difficult to read. Response:The line weights for the parking stalls on pages PL-01 and PL-02 have been revised to a darker line weight. b. Provide the minimum 4' landscaped area around the proposed parking area pursuant to§280- 95(8).Specifically,this dimension is insufficient along the east side yard. Response:The 4' minimum landscaped area has been provided and resolved on the east side yard. C. c. Provide the secondary front yard setback for the staggered west end portion of the building, previously designed at 23'from the front yard property line. Response:The secondary front yard setback has been indicated on the plan. d. d. Identify the proposed loading zone area on the site plan.The site plan application form states that a loading zone area has been provided, but a corresponding location (with dimensions)on the site plan is not apparent. Response:The 15'x 45' proposed loading zone area has been indicated on the site plan at the rear of the proposed structure. Please see site plan. e. Provide planting details for the proposed landscaping on site,including: size,type,quantity and spacing for all proposed shade trees and plantings proposed. Provide seed mix details for proposed grass areas. Response: Planting details have been provided on pages PL-01 and PL-02. f. Provide the sum total of proposed lumens regarding the twenty(20) proposed exterior light fixtures. Response:The sum total of proposed lumens has been provided under the lighting key on page PL-02. A M P Arch i to ct u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone: (631)603-9092 Design + Bu i ld Comment#2 2. Provide an improved separate Key Map showing:all existing buildings and uses within 200'of the subject parcel and include key elements of those existing sites(e.g. buildings,curb cuts, parking area(s), landscaping,etc.)and the following: a. Proposed curb cut location on subject site; Response:The curb cut location has been indicated on the key map as well as page PL-01.The existing curb cut it to be reused and maintained. b. Site plan overlay of the subject site plan; Response:The site plan of the subject site plan has been overlayed on the key map. C. Increased transparency underneath blue,,black and red colors to help identify underlying conditions. Response:The transparency beneath the blue, black and red colors has been increased. Please contact me if you have any questions or additional requirements regarding this application. Sincerely,. Anthony Portillo, Principal AMP Architecture, PLLC 631-603-9092 SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION PROPOSED ACCESSORY STRUCTURE W PROPOSED 2ND STORYLj J >D Q In C RAILROAD TRACK 0 �Nfl Rp NG \gL q3+ i r.r 0 C � Z /r� rrrWrWr r ''t;a N = ° >, 0 /r�rr-rr.rrWrrrr .Wr ,�,. y O O -� ,��"r r r rrr`rrrrr`rrrrrrrrr� °i� O +� � PROJECT / ZONING DATA LANDSCAPING, SCREENING AND BUFFER - SUBJECT PROPERTY C N O p Po=: O / /rrr rrr WrW rWr W r W rr r r r r r r r rrW r+' r W r W r W j.g'pdy6' - O PROP. 3 GU. YD.r `"e TAX MAP # 1000-140-02-21 SOUTHOLD TOWN CODE § 2e O-ci3 irrrrr"r.rrrrrrrrr`rrr.rr DUMP5TER5 rr r r rl r r •\ r "'r' ' EXISTING VACANT LOT # OF TREES # OF � �/�r 1 rrr rrrrWrrr rrrrr.rr r .rrrrr W .WrWrW L5' LOT FRONTAGE TREES REQUIRED PROPOSED ZONING DISTRICT HAMLET BUSINESS (HB) rrrrr �, rrrrrr rrr r rrl.re `;, \a,o�o , / rrrrrrrrrrrrr•rr.r.rr r.rrrrr rr°r rrrrr ,gnas ONE SHADE TREE PER 40 FEET OF LOT FRONTAGE 130' 4 4 �\(o° r r r r r r r r r r r r r r r r r r r r r r r . ; LOT AREA 0.52 ACRES N �. rrrrrrrrrrrrrrr r . f.0 EL.=16.6' /r rrrrrrr"rrrrrrrrrWrrrrrrrrrrrrrr r __ 4.0, SOUTHOLD TOWN GODS � 280-�i5 +J .s r r r r r r r r r r r r r r r r r �:< PLANNING APPROVAL PENDING # OF r rrrr.rr rrrr.rrr. ` rrr`r `r`r`rr I� r`I =�;: PARKING AMOUNT AMOUNT SUFFOLK COUNTY HD APPROVAL G- '� A 25-0128 PENDING REQUIRED PROPOSED n 1 SPACES VJ . rrrrrrrrrrrrrrrrr %r;. >; ,�;; 4 TREES 12 �� ,`;, ONE TREE FOR EVERY 10 PARKING SPACES I� 2 TREES (V I •;�•;:> (REAR YARD) 10 S.F. OF INTERIOR LANDSCAPING FOR EACH • - r ZONING REGULATIONS MAIN BUILDING I PARKING SPACE IQ Ia0 S.F. 540 S.F. r r r r r r r r r r r r r r r r r r r � r W .r'e•`+°na1• SOUTHOLD TOWN CODE CHAPTER 2e O; ATTACHMENT 4 r r r r -� r rl`•;r•�;a: LANDSCAPING PROPOSED EASTERN RED CEDAR r r r N ,,t,,p (JUNIPERUS VIR&INIANA) TREES: r O PROPOSED COMPLIES TOTAL LOT AREA 22,850.0 S.F. 253o OF LOT �;;; AREA = 5,712.5 %e y ti^�`� t�° PROPOSED LAND50APIN5 5187.0 S.F. 22.79b • 2" CALIPER SHADE TREES TOocle �o .Gr {r,;> MIN. FRONT YARD 15.0' I5.0' YES BE PLANTED `r r r`r // FF r r r`r r r I c ,,0.° • - • 4 TOTAL C'J r ,, r�r *ti's PROPOSED PARKING INTERIOR • 0 5PAGING `. :°s MIN. SIDE YARD 10.0' 10.0' YES • TO GROW TO 30-50' LANDSCAPING 540.0 S.F. 2.49b v J MIN. COMBINED SIDE YARDS 25.0' 44.4' YE5 TOTAL LANDSCAPED AREA 5,727.0 S.F. 25.IY r r r r r r r r 1•, I Cr r;E/SLoja" PROPOSED SUN AND SHADE r r r r r r r r r r 19.0 22.0 r 6RA55 SEED MIX: ' MIN. REAR YARD 25.0 87.8 YES L q'Xlq' TYP. • GRA55 TYPES: A BLEND OF C4 I r r r r r r G r r r r r r r r W r PARKING r r r <t•`;s�� : : wz r r r r r STALL I . I',. MAXIMUM HEIGHT 55.0 26.6 YES OFF-STREET PARKING REQUIREMENTS - PROPOSED USE '70% TALL FESCUE, 50% MIX ,r r`r r � O OF PERENNIAL RYE, AND r - r r ":s" ;; TOTAL KENTUGKY BLUEGRASS. r`r 22.0'-�-I `r r r r r r r. ''<<t°, REQUIRED NUMBER OF FLOOR AREA BY UNIT (S.F.) PARKING • SUN TOLERANCE: GROWS r I r TYPE OF USE PARKING SPACES SPACES 4 REQUIRED }V #I #2 �3 #4 TOTAL WELL IN FULL SUN (b+ HOURS) r r r r r r QQ AS WELL A5 PARTIAL SHADE r r1'%'L'Ya (4-5 HOURS) !L r °t«o-: RETAIL I PER 200 S.F.OF 6R055 1,053 'f2q 861 Ip53 3,bg6 18.5 • DROUGHT TOLERANCE: YES r r p r r L,s,i: LOT COVERAGE FLOOR AREA • TRAFFIC TOLERANCE: TOTAL(ROUNDED UP): Iq MODERATE SOUTHOLD TOWN CODE CHAPTER 280; ATTACHMENT 4 apt; (r r r ONE WAY r TRAFFIC cV - - 4.0' % LOT - DE50RIPTION (FOOTPRINT) AREA - - - - - �,;•f� COVERAGE OFF-STREET PARKING COMPLIANCE - PROPOSED USE - 45,0' TOTAL LOT AREA 22AI I S.F. W 15' x 45' REQUIRED PROVIDED LOADING ZONE r ' ''� PROPOSED COMMERCIAL r 8'Xla' ADA � � AREA I ,,;<� --- r r �a .�Y BUILDING (WITH FRONT ROOF 4590 S.F. 20.1% TOTAL PARKING SPACES Iq Iq r a VAN-ACCESSIBLE �;.;, r r BUFFER A A A r AGCE551BLE PARKING SPACES :.;;,s=,' ADJACENT COVER) r �' DWELLING VAN-ACCESSIBLE PARKING SPACES(4) I I r r r 34.4 10.0' w/ PUBLIC ?;° TOTAL AREA OF ALL STRUCTURES 4,5110 S.F. 20.1% / �; WATER -PER TOWN OF SOUTHOLD GODS 280-18 ADJACENT PROPERTY r`r 84.0' -PER 2010 ADA STANDARDS FOR ACCESSIBLE DE5ISN,TABLE 208.2. (SGTM #1000-140-2-20) r i i i i i i 24 0' 'r,,�' e MAXIMUM LOT GOYERAGE ALLOWED: 4090 4-VAN-ACCESSIBLE PARKIN&SPACES ARE NOT IN ADDITION TO THE AGCES5IBLE PARKING SPACES r '. A ^.; LISTED IN THE ROW ABOVE.THESE SPACES ARE AMONS THE ACCESSIBLE PARKIN&SPACES,BUT ALSO PROVIDE AN ENLAR&ED MINIMUM qb'-WIDE ACCESS AISLE AS REO.'D TO ACCOMMODATE A WHEELCHAIR LIFT. Irrrrrrr / rr a• r PROPOSED ONE STORY r r r O COMMERCIAL BUILDING E f U �oe e r r r r r r GR055 S.F.: r r FIRST FLOOR- 4,454 S.F. ►� r '£� % w r ri, ;do I°e hy? Or r r r r r.r r r ,'• N .r.r W r r W ;:*.+•'<,w EXISTING HEDGEiu V - Z F r r r r rl'• �T6 W o PROP. ROOF ° w r COVER 24.0' -r� + •r I r. o PROJECT: � 14.2' 14.3'1 _- 6.7 615 PIKE ST LLC - •O ® EL.=16.4' r � r r i rWrWr �. � rWr 172.61 r r r r - r r - - r - r r-. - ; - -6O' EL.=15.5' COMMERCIAL BLDG. S 63°45'40" W I I ----------------------- - - -------I----- ------I-�-- _EXIST. CURB____ EXIST. STORM EXIST, FIRE PROPOSED EASTERN REDBUD I EXIST. WATER MAIN GUT TO BB ----- DRAIN INLET HYDRANT (CERCIS CANADEN515). TREES: w w I ; EUSED AND 615 PIKE STREET • 2" CALIPER SHADE TREES TO z1 RMAINTAINED EXIST. EDGE j 2:I 1� O EXIST. EDGE 1� BE PLANTED MATTITUCK, N.Y. 11952 OF PAVEMENT S T R T • 4 TOTAL N I 1 OF PAVEMENT EXIST. STORM 25' 5PAGING p� 1� EXIST. DRAIN INLET • TO GROW TO 20-30' IY UTILITY __ ___ POLE DRAWING TITLE: I -------------I--------- -- ------------- I EXIST. GAS MAIN 1 ____ _ _______ PROJECT LOCATION &SCOPE ----------------;- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXIST. EXIST. OVERHEAD WIRES SITE PLAN & ZONING DATA UTILITY POLE PAGE: PL-01 DATE: 11/7/25 J. OF 6 51TE LAYOUT NOTES: I. THI5 15 AN ARCHITECT'S 51TE PLAN 8 15 SUBJECT To VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THI5 SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. 1 Lam' I•f..� 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED FEBRUARY 21, 2024, M05T RECENTLY UPDATED APRI L 02, 2025, AND PREPARED BY: ^<l r LJLl�t�`�' L� _�J L\�'�_i✓u � 1�' t 5EGGAFIGO LAND SURVEYING PG HOV 0 7 2025 N.Y. STATE LAND SURVEYOR D-c.':'a aL E 7 L 7J7 n NY5 L IC. #051040 �� ���yI�l� I 500 MONTAUK HIGHWAY - MORICHES, NY 11155 SCALE: 1" 15'-0" 1 ((031) 875-0120 I SITE LAYOUT NOTES: 517E PLAN HATCH KEY: Q L THIS IS AN ARCHITECT'S SITE PLAN $ IS SUBJECT TO VERIFICATION BY A LICENSED PROPOSED BUILDING ADDITION SURVEYOR. THE INFORMATION Id REPRESENTED PROPOSED ACCESSORY STRUCTURE W ON THIS SITE PLAN I5 TO THE ARCHITECT'S BEST OF KNOWLEDGE. ® W 2. SURFROM A SURVEY DATED FEBRUARY 21, _ PROPOSED 2ND STORY J VEY INFORMATION WAS OBTAINED � I`7 �j 2024, MOST RECENTLY UPDATED APRIL 02, Q +' 2025, AND PRE-ARED BY: �i C O O SEGGAFIGO LAND SURVEYING PG N.Y. STATE LAND SURVEYOR -0 0 NYS LIG. #05040 = N 500 MONTAUK HIGHWAY MORIGHES, W IIg55 p C lf7 Z It (631) 878-0120 � N • wwwwWw 0 c.) w L w o w w w w w W w i r`ei aay^° W W ; WwWWWw . www WWwwww �, • * • �. O O ir, Lo !W w w w w w w w w w W W W w c; -+-' w w w W . w w w w w w +• W . . W W w w . . w W r• w w . W W W W w W W W W w w w w w w . w ry48 r C y � Q a. m O wwwwwwWwwwwwwwwwww II O . . / � wwwW � wWwwwwWwwwwwww � w . wwwwwwwwww � wwwWwwWwwwwW _ � wwwrWww r wWwWwwwwWwwWWwwwww � WwwwwWW „ � I rr � ww w w Wwww = wwwWww � w w w Www w w w w w w w W w w w w w w w w w v w + w w w v W w w •�. a ., v W W W . . w W w w w w v w w w W w w w w ,v w v °e5•°y\' W . w e / 1 O w w v w w w w w v w w w w,ew��wwwwWWwwwwwwwwwwwwWwwwWVWWW wVw w w 15 - — wW � w w w w w w w ° -- w U w w 4 'o w � m =cs. w w I G o,g,8o � . Wwwwww . ww 12 r � 'ep yi / W . w w w w w w w O °vP•�a • w w w w v w w w v v w w w w w w w w w w r w d PROPOSED EASTERN RED CEDAR (JUNIPERUS VIROINIANA) TREES: • 2" CALIPER SHADE TREES TO FROFOSED SION LOCATION RENDERI NO Iw � w w wG BE PLANTED www�w w www • 4 TOTAL • 10' SPACING w_ w SCALE: NT5 • TO GROW TO 50-50' °°S goo:: (D _ �wwG � w � wwww.w.� wwwwwwww w "'a' PROPOSED SUN AND SHADE GRASS SEED MIX: w w w w w w w w w w ''•,;,.,.; SIONAOE DETAILS 8 _� • ORA55 TYPES: A BLEND OF -70% TALL FESCUE, 50% MIX OF PERENNIAL RYE, AND °s I M T A AP 'ABLE IGENTUGIGY BLUEGRA55. eS:s=o, PROPOSED S ON?�OE WILL GO PLY W H ALL PL — --- -- -- — -- -dab: • SUN TOLERANCE: ORON5 w w I 8 �� SIGN REOULATIONS UNDER 280-86(G) OF THE TOWN GODS - WELL IN FULL SUN ((o+ HOURS) AS WELL AS PARTIAL SHADE FOR THE HAMLET BUSINESS (HB) ZON I NO D I STRI GT: (4--5 HOURS)• — <:: DROUGHT TOLERANCE: YES • TRAFFIC TOLERANCE: _ W V sp',lil SOURCE. ILL MODERATE —THE SIGN BE ILLUMINATED ONLY BY AN EXTERNAL w w w :ra,•, w I Y SHIELDED SO THAT T 5—THE LIOHT SOURCE WILL BE FULL PROPOSED 51 ON D I MENS I ONS NOT VISIBLE FROM ADJACENT STREETS OR PROPERTIES AND ILLUMINATION WILL BE CONCENTRATED ON THE FACE OF THE SCALE: 1/2" = 1'-0° W W W SION ONLY. A A A -- k —S I ONS WILL BE ATTACHED TO OR INCORPORATED INTO THE w > i WALL AND WILL NOT PROJECT MORE THAN I'-0" FROM THE WALL. A lr° o-.1 —SIONS WILL ADVERTISE ONLY THE BUSINESS CONDUCTED w °d WITHIN THE BUILDINO. I wwwww° ww : $�s�oi � Ww` W'w � w •���°�' `ro.S ya$ W w w w PROPOSED ONE STORY ti %`` —THE TOTAL SION AREA WILL NOT EXCEED I SQUARE FOOT w w' COMMERCIAL BUILDING FOR EACH HORIZONTAL FOOT OF BUSINESS WALL FAGINO A STREET. N FIRST FLOOR- 4,434 S.F. � Y j'i z —THE SION WIDTH WILL NOT EXCEED 100% OF THE O HORIZONTAL I ALLNEA R FEET OF THE WALL. I EXISTING HEDGE — N THE SION HEIOHT WILL NOT EXCEED 5'-0" wWw w w WW >a SION SHALL NOT EXTEND HIGHER THAN THE PARAPET ON W � ONE—STORY BU I LD I NOS, NOR ABOVE THE BOTTOM OF THE o SECOND—STORY WINDOW SILL LL OR 15'—OA ABOVE GRADE ON ' w _ w :� MULTISTORY BUILDINGS. PROJECT: SION SHALL NOT COVER OR PARTLY COVER ANY WALL METAL SION TO BE MOUNTED TO WOOD BAr,<DROP. w w � w w ,� OPENING AND SHALL NOT PROJECT BEYOND THE END OF 615 PIKE ST. LLC. w w w w o w, w w S METAL TO MATCH COLOR OF WINDOWS. JJ THE NALL. ALL S I ON5 SHALL SE SAFELY AND ADEQUATELY COMMERCIAL BLDG. ATTACHED TO THE WALL TO THE SATISFACTION OF THE �. DU I LD I NO I NSPECTOR. PROPOSED EASTERN REDBUD — (GERCIS GANADENS15). TREES: I SIONS ON CANOPIES OR AWNINOS SHALL BE TREATED AS 615 PIKE STREET 1 2" CALIPER SHADE TREES TO WALL SI ONS AND SUBJECT TO THE SAME SIZE LIMITATIONS. MATTITUCK, N.Y. 11952 I I �� BE PLANTED I • 4 TOTAL • 25' SPACINO • TO GROW TO 20 30' I DRAWING TITLE: PROPOSED LIGHTING DESIGN 517E PLAN PROPOSED SIGN DESIGN SCALE: I" = 15'—O" PROJECT / ZONING 17)AT,4 _ -1 PAGE: TAX MAP # 1000-140-02 21 EX15TINO VACANT LOT .r,. PL-02 ZONINO DISTRICT HAMLET BUSINESS (HB) w DATE: 11/7/25 2 0 F 6 LOT AREA 0.52 ACRES PLANN I NO APPROVAL PEND I NO ` SUFFOLK COUNTY HD APPROVAL �G 25-0128 J� PENDING ''B'' H I O H HAT LIGHTING iGEY ----- - - — "A ' SLIMS2O DEO tl 5 n QT� TAO LABEL DESCRIPTION Y 'LE hLJ` a 6 A SLIMS 20 DEO 28W 20 DEGREE 3K 3 B WFRL6R14�iFA120WS 14W � NOV 0 7'2025 SOUTHOLD T00sl a —��-- — a as G BLESS II G BLESS � - 6W 3K PROPOSED 55,825 TOTAL LUMENS - - 1 J Ld LLI v M G N Q � M /� ' c 8Q-I_OII _ 0 r- CO 25 1_1 O 11 C/Q,I_O 01I_O II Ow w I/I_/II • o (� � � xUN c v � CO O O m s O M -+-' N 0 p a ( 4-J • - 4� m 4-j U � Q � - lO GLC. HC HT. GLC. HC HT. GLC. HC HT. GLC. HC HT. VU! FROPOSED STORAGE FROPOSED STORAGE FROF05ED STORACE FROPOSED STORA E 757 S.E. 1,046 S.E. (UNFINISHED UNCONDITIONED) 1055 S.E. I,Og2 S.E. (UNFINISHED UNCONDITIONED) (UNFINISHED 4 UNCONDITIONED) (UNFINISHED UNCONDITIONED) Q Z W O V I- PROJECT: 20l-011 181-411 615 PIKE ST. LLC. 51j1-7II COMMERCIAL BLDG. O I II 615 PIKE STREET I-8II 1 TTITUCK, N.Y. 11952 N 441-5 DRAWING TITLE: PROPOSED FOUNDATION PLAN FROFOSED FOUNDATION, FLAN 50ALE: 1/4" = 1'-0" PAGE: PL-03 DATE: 11/7/25 3 OF 6 i NOV 0 7 2025 UT HO! I O o- a 0 w � ao Q41_O II C L V \\\\V 85 O o co 1 O 1_411 � • o 25'-I I " 8'-O" rJ'-I I " Y� C/ o � Lo D_ �� N >1 o I m � 0 0 � O , ' LO O Q o (Lm0 l;lD - r-mOr-05M7 oPOSE� �- r U (® O O P _ BAtHRooM\'� BATHRCOM r —} 6 SF I lO 11 GLO. HOHT. _ PROPOSED RETAIL X8 I_O 11 p TAKEOUT UNDER IG SEATS O U) I I 1�lO 11 I I I GLO. HOHT. I II 141011 I 141011 GLO. HO H GLO. HOHT. - - - T. I I II I PROPOSED RETA I L PROPOSED RET/�I L PROPOSED RET�41 L '721� S.E. 861 S.E. TAKEOUT UNDER 16 SEATS I I I I I I ILLJ Z 0 I I U I I I I IY I I I I — W II a I I PROJECT: 615 PIKE ST. LLC. 2o'_I11 I8'-411 COMMERCIAL BLDG. \`' -\o '\� '\`° '\`• '\`• '\�• \`" '\` •'\�•'4a �\` \0 615 PIKE STREET ���o^o� °°N�°%odo ��4°0 a °�4°eGo °�S°o a �4°on,•a 4'°0°v ao4o^Oa °o%o•Q:� a�%o•p°a°p�;q°o�o`•Qa,`o°Q o MATTITUCK, N.Y. 11952 aeo eae a e��° a amp a���•,`i��' •e°moo O °°i °tee DRAWING TITLE: — \ . '\ . :\ • '\ . \.•O v PROPOSED FIRST FLOOR PLAN ae od ae or ar� ao°o° °r°>. °o�o°��°����°°oa °�^°• °e°8 °e�°. °r°°° °r^°, °e°' °e°,. °�°°. �e°�r�°. °r°,. °c.. %000 a°e^oo %°oo'o %°o^oo °000 <,o'o ire>'� a b e°o e c° e<a •o o�3ao oo��oaa�.,a�,q �_•o off:• ° op,�ba as 000:aa°;.o�_ao`o"��q�•op�=��'oo�•�-^aP.o�S�as.e�o°o'�ooa,a��eo° ° ° oo PROPOSED ROOF GO\/ER 51�1_711 441_5 11 �J C� PAGE: PROPOSED PLANTERS (71'P.); ffal PROP. BOXNOODS 2' HIOH PROPOSED ROOF COVER P L-0 If+ DATE: 11/7/25 4 OF 6 PROPOSED FIRST FLOOR PLAN 50AL.E: 1/4" = 1'-0" - O'erV. WV 0 7 2025 Q 0 w o Q N C Lo w � • O MAX. ALLOWABLE HEIGHT �- v N — — — — — — — — — — — — — — — — — — — — — — — — — — >, o 1 m O , ' Lo O Q OCLm0 I U � U APPROX. ADJAG,-NT BU I LD I NC li APPROX. ADJACENT B'J I LD I NC o — � I m SI�NAC�E TO BE CENTERED G.L. G. _ L G_L. (TYPICAL) n l W CONTEXT I7 I AC RAM � 50ALE: I/8" = I'-O" Q SAX . ALLO A5LE: H OAT w LL�LL m PROJECT: --- - -- ---- ---- -- - - - 615 PIKE ST. LLC. ti COMMERCIAL BLDG. 615 PIKE STREET - -- ---- ----- MATTITUCK, N.Y. 11952 DRAWING TITLE: PROPOSED ELEVATIONS lY� PAGE: rr"J J L-0 5 SIONAOE 70 5E BEN T EfRED �.�. r-,.L. �.L. (7YF I GAL) DATE: 11/7/25 5 OF 6 F OFCSEI> SOUTH ELEVATION (FRONT) 5CALE: 1/4" = 1'-0" NOV 0 7 2025r - -�'lv I 1 o_ Q � v Q i"' Lo .- O fo CLC) Zd' a-- � CLv �N C O :3 CO p pm ++ � ._ ++ N C5 -�-' Q � a. mo —I—J U � � CD U NORTH ELEVATION (REAR) I z w --- — - --- - -- - -- --- — - - — - - --- ---- -- - - - - --- ---- - - - - - ---- ------ -- - - - - - ------ ------ — -- — — - — - — -- - ----- ------ - - - --- - - — - - - - - -- --- ------ - -- — - - - ---- -- - 0 --- -- -- — --- ----- s PROJECT: --- -- — — — — — —-- — — — -- — — _ -- — _ —— _ — — — _ — -- -- — -- — --- — _ — --- _ =— -- — -- - - _-- — --- ----- ---- — — -- — -- — --- ----- — --- - e _ — — 615 PIKE STREET MATTITUCK, N.Y. 11952 _ — --- ------ — ----- --_—__—_—��_—_�_= DRAWING TITLE: PROPOSED ELEVATIONS IL PAGE: P L-06 ILL DATE: 11/7/25 6 OF 6 NEST ELEVATION (LEFT) EAST ELEVATION (R I O HT) D Ap Oil 50ALE: 1/4 I -O ` I0V 0 7 2025 W CD 4, a U — a �--+ m + U c } L U C6 a r LU Q p(f) E cv C� cn � m O �-' m U 0 = aj m O O_ 4- 00 O C� N J 0 Cn N J f` N r U) m '—! c� CO N J U = 0 CZ AL • -mil: -:.rJ��.•,� - - ,-�' .F �r « ''ram. • ,e U) m O . LL Af 40 CZ Cfl N J . s L -•, � m cz o N o cn 1 1 Q .: Itc ,w i 1 ) a m CZ O —� _ � m c6 —i C� m � m c4 > � U U = 'U = Q J •— O � � Cll Q U m N N cn m N �--� o E v O E O p >- � � ( Lo N U N O Lo N U cn w f- _0 N aj N J �) o cz I--I U) J cz cz 0 W J Ua [ N <C D o r p 0-T- o w o o3 nnn z N0. N z �-ll II � N W CD U 7 L + i c a O o 4-1+, -J Q U co E U ~ � U � w � (D � w — 0 Lo :3 Cn Er X C9 w u ' r �} 14 �- Q � C � � G w � W ■i r co w H m C) h-i �< N G O w � i\ .Q N cj CD z �a 0 A M P Arch itectu re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone: (631)603-9092 Design + Build Town of Southold November 14, 2025 Planning Board Office S V b P.O. Box 1179 -�- Southold, NY 11971 �6r kLI� B E� rN 'Re: Proposed Photometric Plan for 615 Pike Street Retail615 Pike Street,+/-185' n/e/o Pike Street& Love Lane, Mattituck OV 17 �025 SCTM#1000-140-2-21 OUTHOLD TOV�'rl LRAl'NiiJG BOAR Brian Cummings, Please see the attached revised Photometric plan for this property.The layout was revised to meet the approximately 13,004 lumens maximum allowed at the property.The plan now reflects a total of 12,975 lumens. Please contact me if you have any questions or additional requirements regarding this application. Sincerely, Anthony Portillo, Principal AMP Architecture, PLLC 631-603-9092 C2 SLEDS LAM I rojec: Type: L Prepared By: Date: Driver Info LED Info Type Constant Current Watts 13/10/6W 120V 0.1 OA/0.0 7 A/0.05 A Color Temp 3000/4000/5000K 208V 0.07A/0.05A/0.03A Color Accuracy 83-84 CRI Color:Bronze Weight:0.0 lbs 240V 0.06A/0.04A/0,03A L70 Lifespan 100,000 Hours 277V 0.05A/0.04A/0,03A Lumens 833-1,720 Im Input Watts 5.98-12.06W Efficacy 135.5-148.3 Im/W Technical Specifications Field Adjustability Power Factor. Color Consistency: Field Adjustable: 99.5%at 120V,92.1 at 277V 7-step MacAdam Ellipse binning to achieve Field Adjustable Light Output: consistent fixture-to-fixture color 13W/1 OW/6W(factory default:1 OW) Photocell: Color temperature selectable by 3000K,4000K and Integrated photocell included with on/off switch Color Uniformity: 5000K(factory default:4000K) RAB's range of Correlated Color Temperature follows Surge Protection: the guidelines of the American National Standard for Compliance L-L 2kV;L-G 4kV Specifications for the Chromaticity of Solid State UL Uisted: Aux Power Supply: Lighting(SSL)Products,ANSI C78.377-2017. Suitable for wet locations No Construction Electrical Full Cutoff: Driver. Dim to Off. Allows for conformance to the IDA's fully shielding Yes requirement,emitting no light above 90 degrees. 13W:Constant Current,Class 2,120-277V,50/60 Hz,1 20V:0.1 OA,208V:0.07A,240V:0.06A,277V:O.OSA Performance Housing:1 OW:Constant Current,Class 2,120-277V,50/60 Lifespan: Die-cast aluminum Hz,1 20V:0.70A,208V:0.05A,240V:0.04A,277V: 1 00,000-Hou r LED Lifespan based on I ES LM-80 O 04A results and TM-21 calculations Lens: 6W:Constant Current,Class 2,120-277V,50/60 Acrylic lens Hz,1 20V:0.05A,208V:0.03A,240V:0.03A,277V: Optical Reflector. 0.03A BUG Rating:13W:BI UO G1 High reflection polycarbonate Dimming Driver. 1 OW:BO UO G1 Cold Weather Starting: Driver includes dimming control wiring for 0-1 OV 6W:BO UO G1 The minimum starting temperature is-40°C(-400F) dimming systems.Requires separate 0-1 OV DC dimming circuit.Dims down to 10%. LED Characteristics Maximum Ambient Temperature: THD: LEDs: Suitable for use in up to 40°C(I 04"F) Long-life,high-efficacy,surface-mount LEDs 4.02%at 120V,14.83%at 277V G3�Q C I Ul ,D � NOV 17 2025 Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:www.rablighting.com SOUThOLD TOVid Copyright©2025 RAB Lighting All Rights Reserved Note:Specifications are subject to change at any time without notice PLAMPING BOARD mmnwmw� Page 1 of 3 6LEDS Pius Technical Specifications(continued) Green Technology Mercury and UV free.RoHS-compliantcomponents. Finish: Formulated for high durability and long-lasting color 1E n W[F=[D) Installation NOV 1 7 2025 Mounting: SOUTH OLD 1041*J Integrated i-box and an optional wall plate included PLANNING BOAR16 Other Warranty. RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five(5)years from the date of delivery to the end user,including coverage of light output,color stability,driver performance and fixture finish.RAB's warranty is subject to all terms and conditions found at E higjhtlfig.comlwarrjknty, Dimensions Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:www.rablighting.com Copyright©2025 RAB Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Page 2 of 3 C2 F-q BLEDS 10 1/2" [ 17 2079 - NOV[-J- 42" 1 # 2 1/4" Ordering Matrix Family Size/Wattage Mounting Height Color Temp Finish Driver Options BLED S A _I _ S=13/10/6W Blank=42" Blank=3000/4000/5000K CCT Adjustable Blank=Bronze Blank=120-277V,0-1 OV Blank=Integrated W=White Dimming Photocell Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:www.rablighting.com Copyright O 2025 RAB Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Page 3 of 3 WFRL6R1 49FAl 20WS RAM a Project: T�pe: Prepared y Date: M Driver Info LED Info Type Constant Current Watts 14W 120V 0.13A Color 2700/3000/3500/4000/5000K 208V N/A Temp Color: 240V N/A Color 90 CRI Accuracy 277V N/A L70 Input Watts 14W Lifespan 50,000 Hours Lumens 1,2001m Efficacy 86 Technical Specifications Performance L70 Lifespan: Color Temperature: Product Type: 50,000-Hour LED lifespan based on IES LM-70 results Field adjustable via dip switch Round,Edge-Lit Wafer 2700/3000/3500/4000/5000K Electrical r: Color Accuracy(CRI): Description: Drive Round,edge-lit wafers with a slim form factor and Constant Current,Class 2 60 Hz;120V:209mA >90 CRI selectable color temperatures.Available in 3",4",5", 6",and 8"models with either smooth or baffle trim, THD: R9 Value: all with 90 CRI and TRiAC/ELV dimming. :520% High color performance with R9 greater than 50 Wattage Equivalency: Power Factor. Color Consistency: 100W incandescent >_0.9 <4-step(2700K&5000K)MacAdam Ellipse binning to achieve consistent fixture-to-fixture color Input Wattage: Dimmable: 14W Yes,dimmable down to 10°l0 on compatible Color Stability: TRIAC/ELV dimming systems.See Dimmer LED color temperature is warrantied to shift no more Nominal Lumens: Compatibility List. than 200K in color temperature over a 5-year period 1,2001 m Input Voltage: Color Uniformity: Measured Lumens: 120V RAB's range of Correlated Color Temperature follows 1,2081m @ 2700K;1,2141m @ 3000K;1,2581m @ the guidelines of the American National Standard for 3500K;1,2751m @ 4000K;1,2531m @ 5000K Operating Frequency: Specifications for the Chromaticity of Solid State 60 Hz Lighting(SSL)Products,ANSI C78.377-2017. Efficacy: 86m/W @ 2700K; Operating Temperature: I M.I - n 7 871m/W @ 3000K, -4o F to 1040 F(-200 C to 400 C) 901mlW @ 3500K; 91 m/W @ 4000K; acts t h r ris ics NOV 17 2025 LED C a 901m/W @ 5000K Beam Angle: 110°±10c, Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:www.rablighting.com Copyright©2025 RAB Lighting All Rights Reserved Note:Specifications are subject to change at any time without notice Page 1 of 3 ca In WFRL6R 1 120WS Technical Specifications(continued) Installation DLC Listed: Other Remote Driver/Junction Box No Compatible Products: Die-formed metal driver/junction box with captive WFRL-GOOF-6R-8R-W hinged junction box cover.Listed for maximum of Certification Model Number. 6"-8"Goof ring round white (4)12AWG through branch circuit conductor DLW0076(WFRL6R 1 49FA 1 20WS) suitable for 90'C permitted in box.Easy to wire in WFRL-TRIM-6R-BS 2in/2out(plus ground)applications.(4)conduit pry- California Title 20 Compliant: 6"Color trim round smooth black outs.(3)quick snap-in connectors for quick and Can be used to conform with the requirements of reliable line voltage connections.Integral mounting California Title 20 WFRL-TRIM-6R-BRS facilitates direct mounting to building structure or 6"Color trim round smooth bronze mounting frame. California Title 24 JA8 Compliant: Can be used to conform with the requirements of WFRL-TRIM-6R-BNS Mounting: California Title 24 Part 6 6"Color trim round smooth brushed nickel Recessed,no housing required California Energy Commission(CEO Status: DLPLATE/WFR3468/NB Construction Lawful for Sales in California Mounting plate for 3",4",6",8"with nailer bar Size: NEC Compliant: DLPLATE/WFR3456 6' Suitable for use in closets.Compliant with NEC Sec. Mounting plate for 3",411 5",6"with nailer bar Shape: 410.16(A)(1)and 410.16(0). DLPLATE/WFR6/NB/CL Round IESNA LM-79&LM-80 Testing: Mounting plate for 6"with nailer bar and drywall Finish: RAB LED luminaires and LED components have been collar White tested by an independent laboratory in accordance DLPLATE/WFR6 with IESNA LM-79 and LM-80. Mounting plate for 6"wafer Enclosure Material: RoHS: Metal+plastic Mercury and UV free.RoHS-compliant components.Mercury 6'Extension cable Trim Style: FCC: Smooth EXTCBL-FA-1 2 Complies with Part 15 of the FCC Rules 12'Extension cable Lens Finish: Trade Agreements Act Compliant: Frosted EX-FCBL-FA-20 This product is a product of Cambodia and a 20'Extension cable Lens: "designated country"end product that complies Polycarbonate light diffuser distributes light evenly with the Trade Agreements Act DRI-25-EMGR-DC and smoothly for general lighting applications Emergency driver 100-277V 25W Compliance DRI-21-EMG R-DC-D 10 Listings: Emergency driver 100-277V 21 W 0-1 OV T20 UL Listed Warrant)r. Environment: RAB warrants that our LED products will be free from Suitable for use indoors and outdoors in dry,damp, defects in materials and workmanship for a period of or wet environments. five(5)years from the date of delivery to the end user,including coverage of light output,color IC Rated: stability,driver performance and fixture finish.RAB's warranty is subject to all terms and conditions found No at rabbliqh[ing-corniwarranty. Air Tight Housing certified Air Tight as per ASTM E283 - mob Energy Star Approved: �`� L� F This product is ENERGY STAR'Certified. Energy Star ID: NOV 17 20 3553977 S 0 U'i 0 L 1) -i c�.ti�; P U,I rj;1i!-,G1';0ArZD - —_ Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:www.rablighting.com Copyright Oc 2025 RAB Lighting All Rights Reserved Note:Specifications are subject to change at any time without notice Page 2 of 3 WFRL6R149FAl 20WS FIAM Dimensions Features 5 color temperatures in 1 SKU(2700K,3000K,3500K,4000K,5000K) Super slim edge-lit fixture for thin fixture depth No recessed housing or J-box required New construction or retrofit applications UL wet location rated Smooth diffused uniform light distribution Dimmable down to 10%on compatible dimmers ro Spring loaded retention clips Robust,die cast aluminum construction .115 4 IC and airtight rated 5-Year,No-Compromise Warranty Ordering Matrix Family Size Shape Wattage CRI/Color Temp Driver Finish Trim Depth WFRL 6 R 14 9FA 120 W S 4=4" R=Round 14=14W 9FA=90 CRI,2700/3000/3500/4000/5000K CCr 120=120V W=White B=Baffle Blank=Standard 5=5" S=Square 23=23W Adjustable D=120V/277V B=Black S=Smooth S=Shallow 6=6" 13=13W 9CCT=90 CRI,2700/3000/3500/4000/5000K CCT 8=8" 12=12W Adjustable 3=3" 10.5=10.5W 9=9w 6=6W 3"only available in round, 120V,and 6W 4 models only available with 120V 120-277V driver 501d separately.Available wattages are 9W&70.5W. 4"shallo w wafer only available with baffle trim and 9 W 5"models only a vailable in round,120V,and 12W 6 Ff standard 720V only available in 13Wand 14W 6"standard 120-277V only a vailable in 13 W 6 shallow wafer only a vailable with baffle trim and 13 IN 8"wafer only available in 23 W NOV 1 7 2025 Soji-L)I-1 i �_J L,3 T U6,J'N P[ItA'I-AH' NG BOARD L Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:www.rablighting.com Copyright 0 2025 RAB Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Page 3 of 3 SLIMXSC2 A I Project: T : Pre red 133r. Date: I . Driver Info LED Info Type Constant Current Watts 12/18/25W 120V 0.09A/0.14A/0.20A/0.21 A Color Temp 3000/4000/5000K 208V 0.07A/0.08A/0.10A/0.13A Color Accuracy 80-83 CRI Color:Bronze Weight:0.0 Ibs ` 240V 0.06A/0.07A/0.09A/0.11 A L70 Lifespan 100,000 Hours 277V 0.06A/0.07A/0.08A/0.10A Lumens 1382-34441m Input 11.5-25.3W Efficacy 116.1-142.91m/W Watts Technical Specifications Field Adjustability Dimming Driver. Finish: Field Adjustable: Driver includes dimming control wiring for 0-10V Formulated for high durability and long-lasting color Field Adjustable Light Output: dimming systems.Requires separate 0-10V DC 25/18/12W(factory default 18M dimming circuit.Dims down to 10%. Green Technology: Color temperature selectable 3000K,4000K and Mercury and UV free.RoHS-compliant components. 5000K(factory default 4000K) Photocell: Field-adjustable optics:-20'to+20° 120-277V selectable photocell that can be turned on Compliance On/Off Photocell(factory default"Off') and off. UL Listed: Suitable for wet locations Performance Aux Power Supply: Lifespan: Yes IESNA LM-79&LM-80 Testing: 100,000-Hour LED lifespan based on IES LM-80 RAB LED luminaires and LED components have been results and TM-21 calculations Dim to Off: tested by an independent laboratory in accordance Yes with IESNA LM-79 and LM-80. LED Characteristics _ LEDs: � � Construction _ ADA Compliant: Lang-life,high-efficiency,surface-mount LEDs Cold Weather Starting: Meets ADA Requirements for wall-mounted The minimum starting temperature is-40°F(-40°C) luminaires. Electrical Maximum Ambient Temperature: IP Rating: Driver. Suitable for use in up to 104°F(40°C) Ingress protection rating of IP65 for dust and water 25W:Constant Current,Class 1,120-277V,50/60 Hz, 120V:0.20A,208V:0.13A,240V:0.11 A,277V:0.1 oA Housing: Dark Sky Approved: 18W:Constant Current,Class 1,120-277V,50/60 Hz, Die-cast aluminum Conforms to the requirements listed by the 120V:0.14A,208V:0.10A,240V:0.09A,277V:0.08A International Dark-Sky Association for"Dark Sky" 12W:Constant Current,Class 1,120-277V,50/60 Hz, Lens: approval.The Fixture Seal of Approval provides 120V:0.09A,208V:0.08A,240V:0.07A,277V:0.06A Tempered glass objective,third-party certification for luminaries that minimize glare,reduce light trespass,and don't Gaskets: pollute the night sky. High-temperature silicone Fu NOV 17 2025 SOU I tl3LU-1ut PI_,W•1ING BOAU Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:www.rablighting.com Copyright n 2025 RAB Lighting All Rights Reserved Note:Specifications are subject to change at any time without notice Pagel of 3 SLIXS RAB Technical Specifications(continued) Trade Agreements Act Compliant. This product is a product of Cambodia and a "designated country"end product that complies with the Trade Agreements Act DLC Listed: This product is listed by Design Lights Consortium (DLC)as an ultra-efficient premium product that NOV 17 2025 qualifies for the highest tier of rebates from DLC 11,- Member Utilities.Designed to meet DLC 5.1 OARD requirements. L PUAV'R�IG 64 DLC Product Code:S-845Q6T Installation Mounting: Heavy-duty mounting bracket with spring-hinged housing and"kick stand"allow for easy installations. Conduit entries on back and both sides. Other 5-Year,No-Compromise Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five(5)years from the date of delivery to the end user,including coverage of light output,color stability,driver performance and fixture finish.RAB's warranty is subject to all terms and conditions found at rablighting&qWwarranw. Dimensions Features 1 00,000-Hour LED lifespan 6 1/8 0-1 OV dimming standard 5-Year,no-compromise warranty 95/8 7 3 3/811 4 Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting.com Website:www.rablighting.com Copyright©2025 RAB Lighting All Rights Reserved Note:Specifications are subject to change at any time without notice Page 2 of 3 SLIMXS RA Ordering Matrix Family Wattage Color Temp Finish Driver Options SLIM IF XS XXS=7/5/3.5W Blank=3000/4000/5000K CCT Adjustable Blank=Bronze Blank=120-277V,0-10V Dimming Blank=No Option XS=25/18/12W Y=3000K Static W=White /LC=Lightcloud S=38/28/18W /LCB=Lightcloud Blue M=55/41/27W L=60/45/29W IOV 17 2025 Need help?Tech help line:(888)722-1000 Email:techsupport@rablighting#com Website:www.rablighting.com Copyright O 2025 RAB Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Page 3of3 �y{ 30Vd,.LlX.,6L 01101d CD t E E 2 ° & E a E A a ` o& - 3 E A T G n= E Z a 3 " q °o ga c a q E c ° - E t a e'� rn'o E, a_v E u g v a ZEC m c g o o c v vquo -rr Jo dl Q �+ �7, v1 w t�(1 �� ly lD�� 1 l� W CL a t E ° n t(1� to a NQ vu1U +�J �' a E-9q ro g 10�gbh �IIO�I��OI-Ci •� 'z O CL E -/ 0 C° G % 2 o f cW �a m ad ad'�c E o� 6�d. 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CD C� M, rn ON ,,I- CV M o o 00 C) 00 Ln Ln M Ln x �o Ln Ln E E M -j -i IA CD 0 c 0) 0 rn LM 00 00 fn 01% c N (14 rIt d C�r.. rA 0 ON (N rn Nt .4- M Ln Ln 1p m 0) 00 "t M I rq C7! r1i f-i 0) Ch w 0 Ln rq �4- - M rq 00 Ln ko -0 LU U M -i r-- a% r-- r 00 r r 00 ko r--- r--- r-- 3� >% E E 2 CL c cy vs v Ln r, 1�-m LU M LU LU U U U LU U u u u 4" (1) CL) LA .4- CD ap V c ul LA m LA LA Z 0- ®® 00 co m C)00 E E CL E 4-J "t 00 M M 2 >k x 0 C4 0 U j U U -i fA LU -i r*4 M 144- Ln %D r- 00 M - Cl►FFICE LOCATION: � MAILING-ADDRESS: Town Hall Annex P.O. Pox 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTH:OLD October 22, 2025 Anthony M. Portillo, R.A., P.O. Box 152 Mattituck, NY 11952 Rey Proposed Site Plan for 615 Pike Street Retail 515 Pike Street, ±185' nlelo Pike Street & Love Lane, Mattituck SCTM#1000-140.-2-21 Clear Mr. Portillo: I am writing as a follow-up to the Work Session held on October 20, 2025 where the Planning Board determined that the above-referenced Site Plan Application is incomplete. Before the Board can commence its full review, it is necessary to complete the application by submitting the following directly to this department: 1. Provide nine (9) full size prints of the proposed site plan and additional pages, to include the stamp seal stamp and signature of the NYS licensed professional preparing the plan. Additional pages of the site plan may be necessary in order to provide clear, legible plans that effectively convey all necessary information. Please provide the following a. Provide darker/bolder lines on the site plan for the parking stall delineations. The site plan submitted September 2025 is very faint and difficult to read. b. Provide the minimum 4' landscaped area around the proposed parking area pursuant to 280-95(B). Specifically, this dimension is insufficient along the east side yard. k 615 Pike Street,Retall -12 October 22.,,,_2025 c. Provide the secondary front yard setback for the staggered west end portion of the building, previously designed at 23' from the front yard property line. d. Identify the proposed loading zone area on the site plan. The site plan application form states that a loading zone area has been provided, but a corresponding location (with dimensions) on the site plan is not apparent. e. Provide planting details for the proposed landscaping on site, including: size, type, quantity and spacing for all proposed shade trees and plantings proposed. Provide seed mix details for proposed grass areas. f. Provide the sum total of proposed lumens regarding the twenty (20) proposed exterior light fixtures. 2. Provide an improved separate Key Map showing: all existing buildings and uses within 200' of the subject parcel and include key elements of those existing sites (e.g. buildings, curb cuts, parking areas), landscaping, etc.) and the following: a. Proposed curb cut location on subject site; b. Site plan overlay of the subject site plan; c. Increased transparency underneath blue, black and red colors to help identify underlying conditions. Note: a draft electronic site plan (PDF) including the items listed below is encouraged to be submitted to this Department prior to printing multiple copies of the site plan for review efficiency. If you have any questions regarding this Site Plan or its process, please do not hesitate to contact this office. Respectfully, Brian Cummings Senior Planner Am' "' P Architecture Address: 10200 Main Road, Unit 3A, Mattituck NY 11052 Design + Build Phone: (631)603-9092 Town of Southold September 18, 2025 Planning Board Office So P.O. Box 1179 Southold NY 11971 ► 4 1 WIN"0 D Re: Proposed Site Plan for 615 Pike Street Retail 615 Pike StreetSEP +/- 185' n/e/o Pike Street& Love Lane, Mattituck 197025 SCTM#1000-140,-2-21UTHOLD TO r,psL N BOARD D Brian Cummings, Following the receipt of the Site Plan Application dated June 6, 2025 at 615 Pike Street, Mattituck(SCTM#1000- 1401-2-21),the following revisions and explanations have been made to resolve outstanding concerns: Comment#1: Provide a separate Key Map showing:all existing buildings and uses within 200'of the subject parcel nd include key elements of those existing sites(e.g. buildings,curb cuts, parking area(s),landscaping, etc.) Response:Additional Diagrams labeled "200 Radius Key Map- Nearby Uses" and "200 Radius Key Map-Site Attributes" have been provided.These diagrams indicate the nearby zoning, land uses, curb cuts, parking areas, buildings,and landscaping within a 200' radius of the subject property. Comment#2: Provide sign renderings,location(s)and dimensions for all proposed exterior signage pursuant to 280-86(C)of the Town Code for the Hamlet Business(HB)Zoning District Response: Proposed signage information has been added on page SD-8.The sign locations have been marked on the proposed front elevation on page SD-5. Comment#3: Provide nine(9)full size prints of the proposed site plan and additional pages,to include the stamp seal stamp and signature of the NYS licensed professional preparing the plan.Additional pages of the site plan may be necessary in order to provide clear, legible plans that effectively convey all necessary information. a. Design all proposed parking stalls to be at least the Town Code required minimum dimensions of 9'x 19'pursuant to 280-78(C) Response:The parking stalls have been revised to 9'x 19'stalls (typ.).As a result of this,the footprint of the building has been revised as indicated on the plans. Please find (9) 11x17 sealed and stamped prints of the proposed plans and key maps enclosed. Please contact me if you have any questions or additional requirements regarding this application. 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J1��1�>��r,. �i yr� r /, I / �� l� 7,r" r;'� K, „°/'/H,f %'� ,,,,�%yll%�l7%��I�Ip!lllfflNJll61)l)„%2AIA9DNiSlill'//%%l1r1�1111JlJJlJIJr/rlJ r JR/ AM, 'Ali r f AmMII�IUf0fl r 0 l ,� HA 1 I( �� �/✓','6✓✓crn!urrrH arr+rrmaGri✓/fivm�✓ivin,,r/(!lA,., r fir J, 4.j I ULu mm J ri 4,d y gIAff I t «�%G r�0�%�i ✓i �' r � r�r p er o/h/ 44, o�J/ryJ�rJ/J uoolliilrjJi1JJ1J1, 1�1�Gi r��J,fr(%i a', � YY I,i rl ANVII IRA �� I�lll if r 21 dooms", IF i ✓ O4411 3/1 r/ A�r `!�� ,f9�enr/dl� , r y, /�1 r V glom(to c / P f i ,l�yr �� sir r��j / Y %o v a rl io W as W �. v CO cr) Lli H a rr ► b Lli o MAILING ADDRESS: PLANNING BOARD MEMBERS �i P.O. Box 1179 y Southold, NY 11971 JAMES H.RICH III Chairman i , OFFICE LOCATION: MIA JEALOUS-DANK P , Town Hall Annex PIERCE RAFFERTY ��� � ' � � 54375 Mate Route 25 n MARTIN H.SIDOR v (cor. Main Rd. &Youngs Ave.) DONALD J.WLLCENSKI �� Southold NY Telephone: 631 765-1938 www.southoldtownny.gov PLA.NNING BOARD OF'F'ICE TOWN OF SOU'T'HOLD August 15, 2025 Anthony M. Portillo, R.A. P.O. Box 152 ' Mattituck, NY 11952 Fie: Proposed site Plan for 615 Pike street Retail 615 Pike street, ±185' nlefo Pike street & Lave Lane, Mattituck sCTM#1 000-140.-2-21 Dear Mr. Portillom. I am writing as a follow-up to the Work Session held on July 28, 2025 where the Planning Board determined that the above--referenced Site Plan Application is incomplete. Before the Board can commence its full review, it is necessary to complete the application by submitting the following directly to this department: 1. Provide a separate Key Map showing: all existing buildings and uses within 200' of the subject parcel and include key elements of those existing sites (e.g. buildings, curb cuts, parking area(s), landscaping, etc.); 2. Provide sign renderings, location(s) and dimensions for all proposed exterior signage pursuant to §280-86(C) of the Town Code for the Hamlet Business (HB) Zoning District; 3. Provide nine (9) full size prints of the proposed site plan and additional pages, to include the stamp seal stamp and signature of the NYS licensed professional preparing the plan. Additional pages of the site plan may be necessary in order to provide clear, legible plans that effectively convey all necessary information. Note: a draft electronic site plan (PDF) including the items listed below is encouraged to be submitted to this Department prior to printing multiple copies of the site plan for review efficiency. 615 Pike Street Retail ;�� 12 u ust 15 2025 a. Design all proposed parking stalls to be at least the Town Code required minimum dimensions of g' x 1 g' pursuant to 280-78(c); In reviewing the proposed application for completeness, Planning Board members raised some initial concerns regarding the proposed buildout of the site in relation to existing conditions of Pike Street (narrow, no shoulder), proposed driveway width, no turnaround or loading area for large vehicles 1 deliveries, and others. Prior to submitting the revised plan as required above, phase contact this office to set up a meeting to go review the proposed site plan and initial concerns. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Respectfully, Brian Cummings Senior Planner Southold Town Plann'm Board Work Session 4:00 PM: Applications Call Wine Production Facility Amended SCTM#: � 1000-109.-1-- Project Name: l�l'Ic Y 38 ............. Location, e 25......., Cutch..........."........................ o ue p ........................."" Descri tion:�� This approved amended application is to reduce the size of the previously approved wine production and agricultural storage facility from il 17,100 sq. ft. to 7,237 sq. ft., including a 2,992 sq. ft. timber barn on the first floor and a 4,245 sq. ft. winery, not open to the public, on a 1.8 acre reserve (SCTM#1 arcel000-109.-1-38) adjacent to over 84 acres of land p(SCTM#1 000-1 16.-l-2.2 & 3.4) with Development Rights held by Suffolk Count in the AC Zoning District. m...... i Status. roved A � . ��.� i Actions ReviewRevised a e p fg Attachments: ,Staff Report �: ...... .... R���� �w�_. .. .. -�-�-, _ .... �, �. .w��. ,� ��� 'ect Name'. Harvest Pointe Amended SCT�# 1000-102.-1-33.3 P rod in alk � Trail �.��.- , ,,, en Location., 75 Schoolhouse Lane, Cute omu . .. v «««<«« «< Descrip tiom This proposed amended site plan is for the removal of the approved nature trail from the original Heritage/Harvest Pointe site plan, located on 40 acres in the Hamlet Densit Zoning District Cutcho ue. m� Status: I New Application ............... __ .. .� _. ............. Action: 1 Review for Completen-—----------------ess ............ Attachments W ,Staff Rep rt . ster onds Historical.......<<z ject Name. y p 'cal Socie� SCT�# 1000-25.-3-18.1 Va..........il Ho...........use Location: ......1555 yillae, Lane, Orient ��o��� ... ����« � �� ....... Description: This Site Plan proposes an 1,831 sq. ft. addition to the historic Vail p p p K House for conditioned, fire-protected artifact storage on a ±1.42-acre parcel in the R-40 ZoningDistrict in Orient, developed as a historical society campus with six primary structures, several outbuildings, p i walk a , and "ravel i,qq area. W « RRRRRoo. Status: New ' lic do F _... . �.m �P d .... ..o......... � ......� ���,� �� ............ Action.: Review for Completeness ��rR_ ®�� �.» mn Attac"hmentsry staff Report __..... Project��_...w._ ... �,,:......:_..�..,.,„„„„,„„.:� ruu::. =,..cr... Huw.w.r�m�o�irrmw.m„ ,,..,.....iiii.,.i.�m�owww.wm� ,,.,,,,, „pw�nnn^.^r.�-•..:.....,,,_,uw we err iv ,,,,,, r,,.. ,;iu.w.«.«,..iww.w.,nvm..uu,.,r,riry »,—,,,,,,,,,,,, ,,..........m,s ....vv....vvvvvv, .ect Name: 615 Pike Street Retail n S C"TM#- 1 O 0 140.-2- 1 J Loca tion: 515 Pike street, Mattituck . n This ro osed site lan is for the construction of a 1 Y2-story 4,742 sq. ft. -------- Description: p p! p + o merciaI building with 4 retail units, basement storage and associated parking on 0.54 acres in the Hamlet Business zoning district, Mattituck. F� .r. s� . � ..« ._. F � RRR���������� ������ � ao��o��.rv.mmmmmm .�Status: ...� Ne w Ap lic ation� a Action, Review for Comp"etenes � Attachments, Staff Report _ . ..� re Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date: July 28, 2025 Prepared By: Brian Cummings I. Application Information Project Title: 615 Pike Street Commercial Building Applicant: Stephan Mazzella {515 Pike Street LLC) Date of Submission,: June 12, 2025 Tax Map Number: 140.-2-21 Project Location: 615 Pike Street Hamlet: Mattituck Zoning District: HB — Hamlet Business 11. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.54 Acres (22,437sf) Building size: 1 1/2story 4,742sf Building III: Completeness Review: See attached checklist for Site Plan Requirements, Site Plan Packet Table of Contents: SD1 — Proposed Site Plan SD2 — Proposed Plan SD3 — Foundation Plan SD4 — First Floor Plan SD5 — Context Diagram / S Elevation SD6 — North Elevation SD7 —West/East Elevation SP1 01 — Sanitary and Storm water SP1 02 — Sanitary Details IV: Analysis This proposed site plan is for the construction of a 1 1/2-story 4,742 sq. ft. commercial building with 4 retail units, basement storage and associated parking on 0.54 acres in the Hamlet Business zoning district, Mattituck. 1. Hamlet Business (H_B) Zoning District §28 0 P,u,,r ose,' The purpose of the Hamlet Business {HB) District is to provide for business-4100 1 1 P development in the hamlet central business areas, including retail, office and service uses, I public and semipublic uses, as well as hotel and motel and multifamily residential development that will support and enhance the retail development and provide a focus for the hamlet area. 2 Use a o atio s: B. Uses permitted by special exception by the Board of Appeals. The following uses are permitted as a special exception by the Board of Appeals as hereinafter provided (13)(9) Takeout and formula food restaurants, subject to the fallowing requirements: (a) Adequate parking shall be provided in accordance with that required by Article XVIII, Parking and Loading Areas, of this chapter. All parking spaces shall be located within reasonable walking distance of the site or 300 feet, whichever is less. The improvement or development of municipal parking may be used to satisfy this requirement. The adequacy of municipal parking shall be determined by the Planning Board as part of its site plan review procedure by conducting a parking survey of the capacity of the existing municipal parking area to accommodate the projected increase in usage due to the introduction of the subject land use. (b) An assessment of the potential traffic impacts of the proposed use must accompany the long environmental assessment form. The appropriate mitigation measures must be incorporated into the site plan. (c) There shall be no counter serving outdoor traffic via a drive-in, drive-through, drive- up, drive-by or walk-up window or door. (d) Exterior signage shall conform in all respects to Article XIX, Signs, of this chapter and, further, may not be lit from within. (e) Advertisements, including trademark logos, may not be affixed, painted or glued onto the windows of the business or onto any exterior structures, including waste disposal receptacles and flags. (f) The physical design, including color and use of materials, of the establishment shall be compatible with and sensitive to the visual and physical characteristics of other buildings, public spaces and uses in the particular location 2. xI *n f a. Vacant ±0.54-acre parcel. i. North.- 1. LIRRIMTA tracks 2. 0.75 acre HB zoned parcel (Northeast Equipment) 3. 0.88 acre split zone LIIRO parcel; ii. East: 0.42 acre HB zoned parcel with existing dwelling and accessory cottage (proposed conversion to mixed use on site) 2 iii. South- 1. 0.67 acre municipal parking area 2. 0.08 acre HB zoned parcel with commercial building West: 0.26 acre HB zoned parcel with multi use commercial building 3. Proposed cons ru do a. 4,429sf commercial building to include four (4) retail units with the potential for two of those units to be takeout (by Special Exception) b. Access: A 24' two-way access driveway to Pike Street c. Parking: 19 parking stalls are proposed (one ADA compliant). i. STAFF: parking stall dimensions are shown at 8' x 19' where 9' x 19' is the Code required minimum d. Grading and Drainage: Calculations and drainage design provided on Sheet SP-101 Test hole information has been provided. e. Sanitary Plan: System details, calculation, and location provided on Sheet SP101. Proposing to utilize one Hydro Action AN500 11A OWES. f. Landscaping Plan: Shown on SD 1 and 2, additional planting details needed. Street trees shown g. Lighting: A photometric plan (Sheet SD-2) has been submitted showing 20 fixtures along with a separate and supporting RAB photometric analysis. 4. Bulk Schedule/Code fie uirements: Hamlet Business (HB) zone a. Lot Covra Maximum permitted: 40% Proposed: 20.8% b. Landscape cover Minimum Required: 25% Proposed: 25% c. Setbacks for HB: 3 Rqquired Pro osed Front yard 15' 15' and 23' Side y,�r ............ 10, ------- 10) Both side 251 44.4' yards .................... Rear and 35. .......... 26.6- ----- I a 5. Parking § 280- A78Q,1. a. Required pursuant to § 280-78: i. Retail: 1 per 200sf of gross floor area ii. Submitted plan calculation: 3,695 sf= 200 sf= 18.5 stalls iii. Proposed: 19 stalls (including ADA) Staff: The applicant must provide parking stalls at 9' x 19' 6. 'SiJ1naC_1e',,1 No sign details proposed at this time (see renderings) Staff: Any proposed signage must follow Town Code requirements (§280-80190) and is subject for review by the Planning Board prior to permitting or installation. 7. State Environmental Qua lit Review Act SEQ RA): This action will be classified when the ,y ( application is accepted as complete for review. V: Planning Board Items to Consider: 1. Find the above referenced site plan application incomplete for review and require the following-. a. Provide a revised Site Plan with all required/proposed parking stalls at the Code minimum of 9' x 19' b. A separate key map showing: i. Location and owners of all adjoining lands within 500 feet, as shown on the latest tax records, at a scale of one inch equals 100 feet. ii. The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street. iii. The location and use of all buildings and structures, including curbeuts, within 200 feet of the boundary of the subject property. 4 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: 615 Pike Street Retail Completed by: Brian Cummings Date: July 28, 2025 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. Full (4) Nine copies of the site plan. (5) Four copies of a property survey, certified by a licensed land surveyor. B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. (b) The name and address of the landowner on record: [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 X 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 X tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. Checklist for Site Plan Application Completeness Southold Planning Department (i) A complete outline of other existing easements, deed 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 follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands 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, ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the X subject property. 2 Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address systems. (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. (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) 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, Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. Notes: N/A = Not Applicable Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness Submission Without a Cover Letter Name: � 1 `� S-i-� J Pa) H- I � , &IMC Project Title: �, l✓ �� LL C- 6ff-\ T`c M � RCWME0 ff I' JUN 12 2025 SCTM#: 1000 - L`�a• T Z —' 2 SLANNIN D TOWN PLANNING BOARD Date: 6 1 /1 1 �4�, Details of Submission: M(EC WC D SOUTHOLD PLANNING BOARD JUN 12 2025 SITE PLAN APPLICATION FORM SOUTHOLD TOWN PLANNING BOARD Site Plan Name and Location Site Plan Name: ((�I�j `� Application Date: 2� Suffolk County Tax Map#1000-140 _ 02 _ 21 _Other SCTM#s N/A Street Address: 615 Pike Street Hamlet: Mattituck Distance to nearest intersection: 253' to Love Lane Type of Site Plan: X New Amended_Residential Zoning District Hamlet Business (HB) Owners/Agent Contact Information Please list name, nrcriling achh-ess, andlAone number for the eo le below: Property Owner 615 Pike Street LLC Street 350 Brook Lane City Southold _State NY zip 11971 Home Telephone 631-848-8734 Other Applicant Stephen Mazzella (615 Pike Street LLC) Street 350 Brook Lane City Southold _ State NY Zip 11971 Home Telephone 631-848-8734 Other Applicant's Agent or Representative Contact Person(s)*AMP Architecture (Anthony Portillo) Street Mailing PO Box 152 City Matittuck State NY zip 11952 Office Telephone 631-603-9092 Other bepperson@amparchitect.com *Unless otherwise requested, correspondence ",ill be sent only to the contact person noted here. Site Plan Application Form 2/1&2010 Site Data Proposed construction type: X New Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: 22,811 S.F. ac./sq. ft. Site Plan build-out acreage or square footage.4,742 S.F.ac./sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes No X If yes, explain: — Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y X N . If"yes", explain (and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: 05 /07 /25 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. 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: Vacant Lot List all proposed property uses: (1) Commercial Building with (4) retail spaces Other accessory uses: N/A Existing lot coverage 0 % Proposed lot coverage: 20.8 % Gross floor area of existing structure(s) 0 sq. ft. Gross floor area of proposed structure(s) 4,742 S.F. Parking Space Data: #of existing spaces: 0 #of proposed spaces: 19 Loading Berth: Yes X No_ Landscaping Details: Existing landscape coverage: 0 % Proposed landscape coverage: 25 % Wetlands: Is this property within 500' of a wetland area? Yes_No X Maybe I,the undersigned, certify that all the above information is true Signature of Preparer: Date: oa ZS 2 Site Plan Application Form 2118%2010 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 7, 2025 TO: 615 Pike St LLC 350 Brook Ln Southold,NY, 11971 Please take notice that your application dated March 20, 2025: For permit to: construct a one-story commercial building with 4 retail/takeout units and basement storage at: Location of property: 615 Pike Street. Mattituck,NY County Tax Map No. 1000— Section 140 Block 2 Lot 21 Is returned herewith and disapproved on the following grounds: The proposed construction in the zoning district HB is not permitted pursuant to Article X. Section 280 45 (B 9) which requires a special exception from the zoning board. In addition the proposed constriction requires site plan approval from the Southold Town Planning Board. You may now apply to these agencies directly. �4tlrolj d- ii' mW A orized Signatt Ur Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board CC: file, ZBA APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Stephan Mazzella (615 Pike St. LLC) being duly sworn, deposes and says that he resides at 350 Brook Lane, Southold in the State of New York, and that he is the owner of property located at 615 Pike Street. Mattituck , SCTM# 1000-140-02-21 , or that he is the �n P/�r of the (Title) (Specify whether Partnership or Corp.) and said Corporation is the owner of the above property,which is hereby making a Site Plan application;that there are not existing structures or improvements on the land which are not shown on the Site Plan;that the title to the entire parcel, including all rights-of-way,has been clearly established and is shown on said Plan;that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads;that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same;that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in stri t acc rdance with t plan as approved by the Planning Board. Signed Owner 11 Signed S (Partner or Corporate Officer and Title) Sworn to me this _day of' ..)ne 1 Notary Pub *t4 DARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 Qualified in Suffolk County Commission Expires January 9,2028 Applicant Authorization of an Agent I/We, Stephan Mazzella(615 Pike St. LLC) , authorized applicant for a site plan application on the property identified as SCTM#1000-140-02-21 , in MattituCk , NY, herby authorize AMP Architecture to act as our agent and handle all necessary work involved with the site plan application process for this property with the Southold Planning Board. Signature Sworn before me this 3—day of Z c 20 . C Notary Public DARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 Qualified in Suffolk County Commission Expires January 9,2028 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 1allow it to take whatever action is necessary to avoid same. Your Name: � � Last,First,middle initial unless you are applying in the name of someone else or other entity,such as a company. If so, indicate the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan X Other(Please name other activity) Do you personally(or through your company,spouse,sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes No t If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C. an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: Submitted this J day of:j 1e202:5 DARCEE AUFENANGER Signature NOTARY PUBLIC.STATE OF NEW YORK Registration No. 01A00 ��� � 2� //X Qualified in Suffolk County Print Name Commission Expires January 9,2028 Disclosure Form ARTICLES OF ORGANIZATION OF 615 PIKE STREET LLC Under Section 203 of the Limited Liability Company Law THE UNDERSIGNED, being a natural person of at least eighteen (18) years of age, and acting as the organizer of the limited liability company hereby being formed under Section 203 of the Limited Liability Company Law of the State of New York certifies that: FIRST: The name of the limited liability company is: 615 PIKE STREET LLC SECOND: To engage in any lawful act or activity within the purposes for which limited liability companies may be organized pursuant to Limited Liability Company Law provided that the limited liability company is not formed to engage in any act or activity requiring the consent or approval of any state official, department, board, agency, or other body without such consent or approval first being obtained. THIRD: The county,within this state, in which the office of the limited liability company is to be located is SUFFOLK FOURTH: The Secretary of State is designated as agent of the limited liability company upon whom process against the limited liability company may be served. The post office address to which the Secretary of State shall mail a copy of any process against the limited liability company served upon the Secretary of State by personal delivery is: STEPHAN MAZZELLA 350 BROOK LANE SOUTHOLD,NY 11971 FIFTH: The limited liability company is to be managed by: One or more members SIXTH: The existence of the limited liability company shall begin upon filing of these Articles of Organization with the Department of State. SEVENTH: The limited liability company shall have a perpetual existence. Page 1 of 2 EIGHTH: The limited liability company shall defend, indemnify and hold harmless all members, managers, and former members and managers of the limited liability company against expenses (including attorney's fees, judgments, fines, and amounts paid in settlement) incurred in connection with any claims, causes of action, demands, damages, liabilities of the limited liability company, and any pending or threatened action, suit, or proceeding. Such indemnification shall be made to the fullest extent permitted by the laws of the State of New York, provided that such acts or omissions which gives rise to the cause of action or proceedings occurred while the Member or Manager was in performance of his or her duties for the limited liability company and was not as a result of his or her fraud, gross negligence, willful misconduct or a wrongful taking. The indemnification provided herein shall inure to the benefit of successors, assigns, heirs, executors, and the administrators of any such person. I certify that I have read the above statements, I am authorized to sign this Articles of Organization, that the above statements are true and correct to the best of my knowledge and belief and that my signature typed below constitutes my signature. STEPHAN MAZZELLA ORGANIZER tsiznanire) STEPHAN MAZZELLA,ORGANIZER 350 BROOK LANE SOUTHOLD,NY 11971 Filed by: HOWARD S COHEN CPA PC 159 ROUTE 25A BLDG 2 STE G MILLER PLACE,NY 11764 Page 2 of 2 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 conflictsof interest and allow it to take whatever action is necessary to avoid same. /� Your Name: '1F't'((�"t Y W C A qk��k 1'D Las First,middle initial unless you are applying in the name of someone else or other entity, such as a company If so, indicate the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan Other(Please name other activity) l 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 you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C.an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: Submitted this day of�,J MIQ Signature Print Name Disclosure Form Town of Southold URIMKEOWMD LWRP CONSISTENCY ASSESSMENT FORM JUN 12 2025 SOUTHOLD TOWN PLANNING BOARD 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 inchidinR 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 includes all of Southold Town). 3 If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be 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 _ 140 - 02 _ 21 PROJECT NAME 615 Pike Street The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board 0 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: Proposed 1 story commercial building on vacant lot within the Hamlet Business district. Proposed building to include (4) retail spaces with required parking in the rear portion of the lot. Proposed work includes a new IA OWTS and landscaping. Location of action: 615 Pike Street, Matittuck, N.Y. 11952 Site acreage .52 acres Present land use: Vacant Lot Present zoning classification Hamlet Business (HB) 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. AMP Architecture (Anthony Portillo) (b) Mailing address: PO Box 152, Mattituck, N.Y. 11952 (c) Telephone number: Area Code( ) 631-603-9092 (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No 0 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. ❑X Yes ❑ No ❑ Not Applicable —The proposed commercial building is located in an existing Hamlet Center that has been well established with similar commercial uses. 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 ElYes ❑ No 0 Not 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 ❑ Yes ❑ No a 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 ❑ Yes ❑ No a Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No 0 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 ❑X 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. XJ Yes ❑ No[—] Not Applicable The proposed commercial building does not have any proposed uses that will negatively affect the air quality. 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 111— Policies; Pages 34 through 38 for evaluation criteria. 0 Yes ❑ No ❑ Not Applicable The proposed commercial building will utilize an I/A OWTS designed to handle the proposed uses within the building PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes❑ No 0 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 0 Not Applicable Attach additional sheets if necessan 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 ❑ No 0 Not 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 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No [XI Not Applicable PREPARED BY TITLE DATE q Amended on 8i1'05 G3�C�C���IC�D Full Environmental Assessment Form Part 1 -Project and Setting JUN 12 2025 SOUTHOLD TOWN Instructions for Completing Part 1 PLANNING BOARD 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 I 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. Applicantstsponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the information contained in Part lis accurate and complete. A. Project and Sponsor Information. Name of Action or Project: 615 Pike Street Commercial Building Project Location(describe, and attach a general location map): 615 Pike Street, Mattituck, NY 11952 Brief Description of Proposed Action(include purpose or need): Proposed 1 story commercial building with (4) retail units Name of Applicant/Sponsor: Telephone: 631-603-9092 AMP Architecture (Anthony Portillo) E-Mail: dscharadin@amparchitect.com Address: PO Box 152 City/PO: State: NY Zip Code: Mattituck 11952 Project Contact(if not same as sponsor;give name and title/role): Telephone: E-Mail: Address: City/PO: State: Zip Code: Property Owner (if not same as sponsor): Telephone: 631-848-8734 Stephan Mazzella (615 Pike St. LLC) E-Mail: cheffmazz mail.com Address: 300 Brook Lane City/PO: State: NY Zip Code:1971 Southold Page 1 of 13 B.Government Approvals B. Government Approvals,Funding,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, ❑YesMNo or Village Board of Trustees b.City,Town or Village C4Yes❑No Southold Town Planning 06/10/25 Planning Board or Commission Board Site Plan Approval c. City Council,Town or C4Yes❑No Southold Town Zoning Board 06/10/25 Village Zoning Board of Appeals Special Exception d.Other local agencies ❑YesEKNo e.County agencies C4Yes❑No Suffolk County Health Department 05/14/25 f.Regional agencies ❑YesCRNo g.State agencies ❑Yes(XNo h.Federal agencies ❑Yes[$No i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑YesD5No ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ❑YesMo iii. Is the project site within a Coastal Erosion Hazard Area? ❑Yesl4No C.Planning and Zoning C.I. Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan, local law,ordinance, rule or regulation be the ($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 l C.2.Adopted land use plans. a. Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site MYesONo where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations For the site where the proposed action ❑YesMNo would be located? b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway ❑Yesl4No 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, ❑Ycs No or an adopted municipal farmland protection plan? If Yes, identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. f$YesONo If Yes,what is the zoning classification(s)including any applicable overlay district? Hamlet Business b. Is the use permitted or allowed by a special or conditional use permit? KYesONo c.Is a zoning change requested as part of the proposed action? ❑YesUNo If Yes, i. What is the proposed new zoning for the site? CA.Existing community services. a.In what school district is the project site located? Mattituck Gutrhoaue Llnion Free - b.What police or other public protection forces serve the project site? Southold Town Police c.Which fire protection and emergency medical services serve the project site? Mattituck Volunteer Fire Department d.What parks serve the project site? Mattituck-Laurel Parks District D.Project Details D.I.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential, industrial,commercial,recreational; if mixed,include all components)? proposed 1 story commercial building with (4) retail units b.a.Total acreage of the site of the proposed action? .52 acres b.Total acreage to be physically disturbed? 1 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? .52 acres C.Is the proposed action an expansion of an existing project or use? ❑Yes No i.If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % Units: d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes wo If Yes, i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial; if mixed,specify types) ii. Is a cluster/conservation layout proposed? E]YesRNo iii. Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum e.Will proposed action be constructed in multiple phases? ❑Yes�$No i. If No,anticipated period of constriction: months ii_ If Yes: • Total number of phases anticipated • Anticipated commencement date of phase I (including demolition) month year • Anticipated completion date of final phase month wear • Generally describe connections or relationships among phases, including any contingencies where progress of one phase may determine timing or duration of future phases Page 3 of 13 f.Does the project include new residential uses? ❑Yes®No If Yes,show numbers of units proposed. One Family Two Family Three Family Multi le Family four or more Initial Phase At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? jRYes❑No If Yes, i. Total number of structures ii. Dimensions (in feet)of largest proposed structure: 26'-7" height; 53'-0" width; and 84'-0" length iii. Approximate extent of building space to be heated or cooled: 4,429 S.F. square feet h. Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yesallo 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. Approximate size of the proposed impoundment. Volume: million gallons;surface area: acres v. Dimensions of the proposed dam or impounding structure: height; length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations 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? 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. iv. Will there be onsite dewatering or processing of excavated materials? Yes No 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 ElYesRNo into any existing wetland, waterbody,shoreline,beach or adjacent area? I f 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 13 d 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? ❑YesENo If Yes,describe: iv. Will proposed action cause or result in the destruction or removal of aquatic vegetation? ❑YesUlNo If Yes: • acres of aquatic vegetation proposed to be removed: • expected acreage of aquatic vegetation remaining after project completion: • purpose of proposed removal(e.g. beach clearing,invasive species control,boat access): • proposed method of plant removal: • if chemical/herbicide treatment will be used,specify product(s): v. Describe any proposed reclamation/mitigation following disturbance: C.Will the proposed action use,or create a new demand for water? ®Yes❑Ivo If Yes: i. Total anticipated water usage/demand per day: 2,500 gallons/day ii. Will the proposed action obtain water from an existing public water supply? [XYes❑No If Yes: • Name of district or service area: Suffolk County Water Authority • Does the existing public water supply have capacity to serve the proposal? ®Yes[:]No • Is the project site in the existing district? EZYes❑No • Is expansion of the district needed? ❑YesX No • Do existing lines serve the project site? EzYes❑No iii. Will line extension within an existing district be necessary to supply the project? ❑YesExgo 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: • Proposed source(s)of supply for new district: v. If a public water supply will not be used,describe plans to provide water supply for the project: vi.If water supply will be from wells(public or private),maximum pumping capacity: gallons/minute. d. Will the proposed action generate liquid wastes? X Yes ONO If Yes: i. Total anticipated liquid waste generation per day: 413.9 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 & Kitchen/Gray iii. Will the proposed action use any existing public wastewater treatment facilities? ❑Yes5&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 • Do existing sewer lines serve the project site? ❑YeslKNo • Will line extension within an existing district be necessary to serve the project? ❑YesCRNo If Yes: Describe extensions or capacity expansions proposed to serve this project: 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? 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): Proposed private I/A OWTS vi. Describe any plans or designs to capture, recycle or reuse liquid 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 much impervious surface will the project create in relation to total size of project parcel? Square feet or acres(impervious surface) Square feet or acres(parcel size) ii. Describe types of new point sources. 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)? • If to surface waters,identify receiving water bodies or wetlands: • Will stormwater runoff flow 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 ❑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) 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, ❑YesRNo 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: • Tons/year(short tons)of Carbon Dioxide(CO,) • Tons/year(short tons)of Nitrous Oxide(N,O) • Tons/year(short tons)of Perfluorocarbons(PFCs) • Tons/year(short tons)of Sulfur Hexafluoride(SF6) • Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • Tons/year(short tons)of Hazardous Air Pollutants(HAPs) Page 6 of 13 h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, ❑YesUNo 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 ❑Yes®No 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 ❑YesCRNo new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening ❑Weekend ❑Randomly between hours of to ii. For commercial activities only,projected number of semi-trailer truck trips/day: iii. Parking spaces: Existing Proposed Net increase/decrease 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: vi. Are public/private transportation service(s)or facilities available within %z mile of the proposed site? Wes❑No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑YesrRNo or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑YesCKNo pedestrian or bicycle routes? k. Will the proposed action(for commercial or industrial projects only)generate new or additional demand ❑YesRNo for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): iii. Will the proposed action require anew,or an upgrade to,an existing substation? ❑YesEgNo 1.Hours of operation. Answer all items which apply. i During Construction: ii. During Operations: • Monday -Friday: 7:30am-4:30pm • Monday-Friday: 10am - 1 Opm • Saturday: $am-?pm 0Saturday: 10am - 10pm • Sunday: N/A 0Sunday: 10am - 10pm • Holidays: N/A 0Holidays: Page 7 of 13 m. Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ❑Yes 5&No operation,or both? If yes: i. Provide details including sources,time of day and duration: ii. Will proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑YesXNo Describe: n.. Will the proposed action have outdoor lighting? j$Yes❑No If yes: i. Describe source(s), location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: Sconces on sides of building,ballusters at parkia areas ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes CKNo Describe: o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes CKNo 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) ❑YesNNo or chemical products 185 gallons in above ground storage or any 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: q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes NNo insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): ii. Will the proposed action use Integrated Pest Management Practices? ❑ Yes Wo r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ❑ Yes Rlo of solid waste (excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: tons per (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: • Operation: iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction: • Operation: Page 8 of 13 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(RNo waste? If Yes: i. Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: ii. Generally describe processes or activities involving hazardous wastes or constituents: 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.I.Land uses on and surrounding the project site a. Existing land uses. i. Check all uses that occur on,adjoining and near the project site. CR Urban Industrial ® Commercial M 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 Current Acreage After Change Covertype Acreage Project Completion (Acres+/-) • Roads, buildings,and other paved or impervious 0 17,134 s.f. +.4 acres surfaces • Forested 0 0 0 • Meadows,grasslands or brushlands(non- 0 0 0 agricultural, including abandoned agricultural) • Agricultural 0 0 (includes active orchards,field,greenhouse etc.) 0 • Surface water features 0 0 0 (lakes,ponds,streams, rivers,etc.) • Wetlands(freshwater or tidal) 0 0 0 • Non-vegetated(bare rock,earth or fill) 0 0 0 • Other Describe: Page 9 of I") c_Is the project site presently used by members of the community for public recreation? Y No i. If Yes: explain: d.Are there any 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 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 management facility, ❑Yes[ZNo 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: g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Yes5&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® No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes®No Remediation database? Check all that apply: ❑ Yes—Spills Incidents database Provide DEC ID number(s): ❑ Yes—Environmental Site Remediation database Provide DEC ID number(s): ❑ Neither database ii. If site has been subject of RCRA corrective activities,describe control measures: iii. Is the project within 2000 feet of any site in the 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): Page 10 of 13 v. Is the project site subject to an institutional control limiting property uses? ❑Yes2No • If yes, DEC site ID number: • Describe the type of institutional control (e.g.,deed restriction or easement): • Describe any use limitations: • Describe any engineering controls: • Will the project affect the institutional or engineering controls in place? ❑Yes[gNo • Explain: E.2. Natural Resources On or Near Project Site a.What is the average depth to bedrock on the project site? N/A feet b.Are there bedrock outcroppings on the project site? ❑YesUNo If Yes,what proportion of the site is comprised of bedrock outcroppings? % c.Predominant soil type(s)present on project site: Dark Brown Loam % Brown Silt % Pale Brown Fine to Coarse Sand d. What is the average depth to the water table on the project site? Average: 13.5 feet e.Drainage status of project site soils: Well Drained: 80 %of site ❑ Moderately Well Drained: %of site ❑ Poorly Drained %of site f. Approximate proportion of proposed action site with slopes: R3 0-10%: 100 %of site ❑ 10-15%: %of site ❑ 15%or greater: %of site g.Are there any unique geologic features on the project site? ❑Yes�i o If Yes,describe: h.Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑Yes[RNo ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? ❑YesRNo 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, ❑Yes®No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: Streams: Name _ Classification • Lakes or Ponds: Name Classification • Wetlands: Name Approximate Size • Wetland No.(if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ❑Yes NNO waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: i. Is the project site in a designated Floodway? ❑Yes®No j. Is the project site in the 100 year Floodplain? ❑YesCRNo k.Is the project site in the 500 year Floodplain? ❑YesNi to 1.Is the project site located over,or immediately adjoining, a primary, principal or sole source aquifer? ❑Yes[RNo If Yes: i.Name of aquifer: Page 11 of 13 m. Identify the predominant wildlife species that occupy or use the project site: None,vacant lot inbetween 2 developed lots n.Does the project site contain a designated significant natural community? ❑Yes5&No If Yes: i. Describe the habitaticommunity(composition,function,and basis for designation): ii. Source(s)of description or evaluation: iii Extent of community/habitat: • Currently: _ acres • Following completion of project as proposed: acres • Gain or loss(indicate+or-): acres o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑Yes®No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of YesCR to special concern? q. Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑Yes®No If yes,give a brief description of how the proposed action may affect that use: E.3. Designated Public Resources On or Near Project Site a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to ❑YesRNo Agriculture and Markets Law.Article 25-AA, Section 303 and 304? If Yes, provide county plus district name/number: b.Are agricultural lands consisting of highly productive soils present? ❑Yesl2No i. If Yes: acreage(s)on project site? ii. Source(s)of soil rating(s): C. Does the project site contain al l or part of,or is it substantially contiguous to,a registered National ❑Yes5 No Natural Landmark? If Yes: i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature ii. Provide brief description of landmark, including values behind designation and approximate size/extent: d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑YesCRNo If Yes: i. CEA name: ii. Basis for designation: W. Designating agency and date: Page 12 of 13 e. Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ❑Yes[allo which is listed on,or has been nominated by the NYS Board of Historic Preservation for inclusion on,the State or National Register of Historic Places? If Yes: i. Nature of historic/archaeological resource: ❑Archaeological Site ❑Historic Building or District ii. Name: iii. Brief description of attributes on which listing is based: f.Is the project site,or any portion of it, located in or adjacent to an area designated as sensitive for ❑Yes9N0 archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g.Have additional archaeological or historic site(s)or resources been identified on the project site? ❑YesCRNo If Yes: i.Describe possible resource(s): ii. Basis for identification: h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local ❑Yes®No scenic or aesthetic resource? If Yes: i. Identify resource: ii. Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): iii. Distance between project and resource: miles. i. Is the project site located within a designated river corridor under the Wild, Scenic and Recreational Rivers ❑Yes(RNo 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? ❑YesXNo 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/SponsorNamP AA /tp 4 �at-�Jfk Date Signature Title JXy�n• � PRINT FORM Page 13 of 13 OFFICE LOCATION: r 0�� CQG" MAILING ADDRESS Town Hall Annex �� y y P.O. Box 1179 54375 State Route 25 0 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) y , Telephone: 631-765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: June 12, 2025 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. 615 Pike Street Retail Units Site Plan 140.-2-21 $974.20 5/29/2025 - #135 615 Pike Street LLC CEW Aft. SITE LAYOUT NOTES>: SITE PLAN HATCH KEY: 1. THIS 15 AN ARCH I'TECT'5 51 TE PLAN 4 15 SUBJECT TO VERIIFIGATION BY A LICENSED PROPOSED BUILDING ADDITION SURVEYOR. THE IINFORMATION REPRESENTED ON TH15 SITE PLAN IS TO THE ® PROPOSED ACCESSORY STRUCTURE Q ARCHITECT'S BE5>T OF KNOWLEDGE. 2. SURVEY INFORMATION WA5 OBTAINED PROPOSED 2ND STORY W FROM A SURVEY DATED FEBRUARY 21, 2024, MOST RECENTLY UPDATED APRIL 02, J m 2025, AND PREPARED BY: 4- Awl �� Q Lo 5ECCAFICO LAND SURVEYING PC - T O N.Y. STATE LAND SURVEYOR NYE, LIC. #0510�40 \ '" �..,.� k O = O 500 MONTAUK HIGHWAY CO MORICHES, NY IIIa55 s L Z 0 (651) all-0120> �'�° W i�, a = N i 00. •' cc � �[ y W W W _ CV O X O i W W W W W W y W W W W — . . . . . W W O W WW.u`WWW`W`WW.°W'W'WWWWWWWWW' WWW °w°.WW �sa,�. te W W W W W W --- aJO a y� ccyWW W W W W W W W W W W w . W * QIf a O �W W.r W W W W W W W W W W a W W W..W y W.0 y a W W W a W�.W W W W W y W y W y W W y W W W W W W W W W W `rem;1: �— • �fi W \ \ / .s J. .° W W a W W ..W W W W . W W W .W W w W �! � .1p'e ..Yp♦�' W � W W W W W W W ! a. FT w W W i W W W y w w w 7.7 (a) PROPOSED EASTERN RED CEDAR ( , (JUNIPERUS VIR6INIANA) TREES: W W y � W ''`J•- • 2" CALIPER SHADE TREES TO FROPOSED SION LOCATION RENDER I NO BE PLANTED • 4 TOTAL • 10' SPAGIN6 .� SCALE: NTS • TO 6ROW TO 50-50' PROP05EP SUN AND SHADE 5RA55 SEED MIX: is W W W �'`�g; GRASS TYPE5: A BLEND OF W 'W"W'W y W LL W LL W W W W LL.W-W LL r �� S I GNADE DETAILS • n'� •Ie9j Ay . 70% TALL FESCUE, 50% MIX G6 y .ate+• OF PERENNIAL RYE, AND IGENTUGIGY BLUEGRASS. W W W W W `r PROPOSED S 1 ONAOE WILL COMPLY WITH ALL APPLICABLE • SUN TOLERANCE: GROWS SION REGULATIONS UNDER 280-86(G) OF THE TOWN GORE WELL IN FULL SUN ((o+ HOURS) AS WELL AS PARTIAL SHADE I W y W W y W W W W W�`: FOR THE HAMLET BUSINESS (HB) ZON I NO DISTRICT: i (4--5 HOURS) • DROUGHT TOLERANCE: YES W. W ''''sae • TRAFFIC TOLERANCE: W —THE 5IO1N WILL BE ILLUMINATED ONLY BY AN EXTERNAL MODERATE W W 'W W W ��;ro�;�; SOURCE. W W W W W - — — — — — `,r,:._ —THE L I OHT SOURCE WILL BE FULLY SHIELDED SO THAT 17 15 FROPOSEI7) SION I7 I MENS I ONS NOT VISIBLE FROM ADJACENT STREETS OR PROPERTIES AND ILLUMINATION WILL BE CONCENTRATED ON THE FACE OF THE SCALE: 1/2" = 1'-0" W W W W W `rare; SION ONLY. E4 E3 E2 +& W isa'., r yyWyyy LL i, ti. —S I ONS KILL BE ATTACHED TO OR INCORPORATED INTO THE W WALL AN0 WILL NOT PROJECT MORE THAN 1'-0" FROM THE WALL. IWyW° yWW WWI"''aK ` —51ONS KILL ADVERTISE ONLY THE BUSINESS CONDUCTED LLUWWW '`' WITHIN THE BUILDINO. W yW W W W W PROPOSED ONE STORY W w V'°` ' —THE TOTAL SION AREA WILL NOT EXCEED I SOUARE FOOT COMMERCIAL BUILDING W y '`° FOR EACH HORIZONTAL FOOT OF BUSINESS WALL FACING A W W-W W GROSS S.F. Ws., STREET. l W .W. W W W FIR57 FLOOR- 4,454 S.F. LL y�,,'°$= z —THE SION WIDTH WILL NOT EXCEED 100% OF THE �■ a � � W - HORIZONTAL LINEAR FEET OF THE WALL. 0 THE S I G N HE I OHT W I LL NOT EXCEED 5'—O" W W W W y W y El SION SHArLL NOT EXTEND HIGHER THAN THE PARAPET ON W ONE—STOiRY BU I LD I NOS, NOR ABOVE THE BOTTOM OF THE o W I SECOND—{STORY WINDOW SILL OR 15'—OA ABOVE GRADE ON . .' yWW � WW • • WWWWWW W �� W MULTISTO)R`I' BUILDINGS. , � WW W W SION SHArLL NOT COVER OR PARTLY COVER ANY WALL METAL SION TO BE MOUNTED TO WOOD BACKDROP. W W` OPENINO AND SHALL NOT PROJECT BEYOND THE ENDS OF METAL TO MATCH COLOR OF WINDOWS. 615 PIKE ST. LLC. W W LL W W W LL W W W W W W o W / THE WALL. ALL SIGNS SHALL BE SAFELY AND ADEQUATELY COMMER CIAL BLDG. __ ATTAGHEfD TO THE WALL TO THE SATISFACTION OF THE I WW W W WWW W W BU I LD I NO INSPECTOR. -- --------- -----1--------- — ----------- PROPOSED EASTERN REDBUD (CERCIS CANADENSIS). TREES: SIGNS ONE CANOPIES OR AWNINOS SHALL BE TREATED AS 615 PIKE STREET 2" CALIPER SHADE TREES TO WALL SIGNS AND SUBJECT TO THE SAME SIZE LIMITATIONS. MATTITUCK N.Y. 11952 BE PLANTED • 4 TOTAL • :25SPAGIN6 DRAWING TITLE: I TO TO GROW TO 20$O' ---------------_ NOV 2 5 2025 SOUTHOLD TOWN PROPOSED LIGHTING DESIGN PLANNING BOARD PROPOSED SIGN DESIGN ---- ------ SITS �L�N - --- - --- - 5GALE: 1" = 15'-0" PROJECT / ZONINO DATA PAGE: TAX MAP # 1000-140-02-21 EXISTING VACANT LOT PL-02 ZONING DISTRICT HAMLET BUSINE55 (HB) LOT AREA 0.52 AGRES f DATE: 11/24/25 2 OF 6 PLANNING APPROVAL PENDING SUFFOLK COUNTY HD APPROVAL G-25-00128 PENDING "B" HIGH HAT SERE®A� LIOHTINO KEY ��E SLIM520 DEC -\OT � �, TAG LABEL DESCRIPTION 4 E 5LIM5X5 O DEG 12W 5K 7 G BLEDS 6W 5K "G" BLEDS O F N F,\N ' I B WFRL(oR1411FAI20W5 14W PROPOSED 12,1 75 707AL. LUMENS i y' GENERAL REQUIREMENTS: e °"!I .. . �` � ,;. »" � �, o ^ ' `: '"*'. .� .. SITE LAYOUT NOTES: ^ %.`'. �. SEPTIC 51TE PLAN NOTES lo. Vocuvm testing: Seal the empty tank and apply a vacuum to four ELEGTRIGAL REQUIREMENTS: ,',s;y ' \ \ q. •. n I. THIS 15 AN ARCHITECT'S SITE PLAN IS I. After Installation of the I/A OWTS and prior to completion of (4) Inches(IOOmm) of mercury. The tank Is approved If clO% of '.... " I I I �/ SUBJECT TO VERIFICATION BY A LICENSED PROP. HYDRO-ACTION AN500 I/A OWT5: p p y pp °.,,. '�+t .. n .► r ..,a� ���� �TRCERT I O CONTROL PANELS: �' .4 work, the Installer/contractor shall contact the architect for an vacuum Is held for two minutes. »: - i ,r SURVEYOR. THE INFORMATION I MAINTAIN 5' MIN. SEPARATION FROM PARKING LOT 8 Installation Inspection as per 5GDHS standards. I. The, control panel box must be placed outside on a suitable �� °a t? / , \\d II. Water testing: Seal tank;fill tank with water to outlet Invert pedestal near the structure that it serves. Alternatively, anel -\ +� REPRESENTED ON THIS SITE PLAN IS TO THE PROVIDE ADJACENT CONCRETE CURB PROTECTING UNIT p y p �> .ra '' d g` �.:> l \" `�"`'; t: , ., ,� r, ARCHITECT'S BEST OF KNOWLEDGE. FROM VEHICULAR TRAFFIC; Q 2. The installer must hold a current Liquid Waste License pursuant to elevation, let stand for 24 hours. Refill the tank to the outlet Invert box may be mounted on on outside wall of the structure (preferable ,r 1,�.° � ,i,jr, �y y,,,.+r , ,r:; r.. VENT TO ROOF AS REQ.'D. Suffolk Count Code Chapter 563 Article VII (Septic Industry after the 24-hour period Is complete. Let the tank stand for an a utility room, and not a living ! ace). Other locations for mounting r '.� �.'' •'� \ '..� • +' `"��,\ " • w""I Jy � , y p p y p p y 9 p 9 �. 1 ; `� "c ,• ' •.,, V," ' ' ., P.t. 7 in >i, +� ' "• "� av 4 2. SURVEY INFORMATION WAS OBTAINED PROP. 20"� PO Y OKDISTRIBUTION X SAMP INC DINT Businesses) through the Suffolk County Department of Labor, additional 10-hour period. The tank is approved If water level Is the panel box will be considered by the Department on a . 4 .^' " V. ,z :� �. ' c .t : y *� s� „ q 2 W Licensing and Consumer Affairs, ursuant to Suffolk Count I Gode held for the 10-hour period. Water pressure testing Is case-by-case basis and with I/A OWTS manufacturer approval. �: �+ f '"+� ' ! ! O MAINTAIN 5 MIN. SEPARATION FROM I/A OWTS i 8' MIN. 9 p y4r; `` •' '', r ': y FROM A SURVEY DATED FEBRUARY 21, W *. �• < ;r. .• ", SEPARATION FROM LEACHING POOLS. ca §563-1cl. The Department of Labor,I_Icensing,and Gonsumier Affairs recommended to be done onsite after Installation. X""- i ,, '�, ,� * ./ ,* `> % . *I. .. M ;. , »k1 �. ;• N > "+ 2024, M05T RECENTLY UPDATED APRIL 02, _j e name of the I A OWTS 04M Provider must be clear) f= "* +' �' °' `, - , - �, MAINTAIN 5' MIN. SEPARATION FROM PARKING LOT d maintains a list of licensed I/A OWTS Maintenance Providers. 2. The / y �, ,� p,.t ,a,. r .� a,, / p� \ 2025 AND PREPARED BY: M I/A OWTS TANK CONSTRUCTION MATERIAL REQUIREMENTS: Identified on the outside of the panel and Include a hone number - ' - `. ,� ' '`� "'"�»a...,` // °' > - 'w "' `+" `' ' '��`• 1``"" PROVIDE ADJACENT CONCRETE CURB PROTECTING UNIT > p p :s� yr`, `' ,, # +. y%d . ���° �' ,...� a w r9`. ?,I \y r' j Q ;�_ N • e k �\ , . i,N• FROM VEHICULAR TRAFFIC. 3. All I/A OWTS must be registered with the Department In to contact in case of alarm. e. .`' +� e y : � T. 7 �,, a «. SEGGAFIGO LAND SURVEYING PG Q' O accordance with Article Iq of the, Suffolk County Sanitary Code I. Reinforced concrete shall have a minimum compressive strength •` {• , :�, ,? >- /•d,�',_ + '`+ r :, tie �, ,/�' " -'s� •. '^ granting certification of completed of 3 00 pounds per square Inch (psi) at 28-cloys s set. 3. Exterior and placement enables the s stem to be serviced at '` , 3�, ,> ;, ; ;,;w "., 41 f �« f�' ..s •" y N ` N.Y. STATE LAND SURVEYOR 3 PROP. HYDRO-ACTION CONTROL PANEL 4 BURIED prior to the Department g g p A p p q p y p p y � +-,� r +�4 :. �@ 1 a �"6'�+' ,; Pam'?st`� # O ELECTRICAL LINE FROM I/A OWTS O construction on as built tans. any time, eliminating the need to access the Inside of the building. < b . r �`- •. , � •, : ", _ , . , ` • - �t'10 NYS LIG. 051040 - 0 2. Wall thickness shall be a minimum of three Inches unless the 4. The ppanel box must be within view of the system location to help �. " a �'�* , L «- �► • se `'" •, 9 10 ` .�. �+:';, }lam 1 500 MONTAUK HIGHWAY _ facilitate operation and maintenance. v' ,(` 't °" r` ? '' ��> ` %." s L \,�� �' NN, `" �°' 4 PROP. HYDRO-ACTION AIR PUMP TO I/A OWTS }- (0 4. An executed Operation and Maintenance Contract betwreen the design has been certified by a New York Licensed Professional p ( r ,* �;� `. to \ MORICHES, NY IIg55 O .- �•• '' -�;� �, . ♦a " y (PER MANU. SPEC.5) i Maintenance Provider and Property owner must be submltt;ed to the Engineer as complying with all appropriate requirements for thin F :.° _" �. . 0 - , °,_ I (631) 878-0120 O O (V z 0 y ^I.- '_�..°' �*^ / . F•. � - '� h � �d"`.��"\ �, b� .. • �s� �': ,a PROP. 1500 CAL. TRAFFIC-BEARING GREASE TRAP; .. Department prior to approval of the I/A OWT5 registration by the wall construction. All walls,bottom and top shall contain reinforcing 5. The control panel shall be placed at a comfortable height for ,, ) . ' �v �, D�•,_ �y „4 5 a '?� `H, •'�0•� �' ,. .y.` s O MAINTAIN 5 MIN. SEPARATION FROM I/A OWTS 8 - (13 ,4- Engineer In accordance with Article Iq of the Suffolk G•ounty to resist an applied force of 300 pounds per square foot (psi). access In accordance with Federal Emergency Management Agency y> s • �,, A � : i "$," .r, f ; p rrll\��7 p _ Sanitary Code. (FEMA) flood zone requirements, t ,`° � l, ,r a°" "'ro I .a ;� >. ? e��r » 1. '°^ MIN. SEPARATION FROM LEACHING STRUCTURES ���u v�D X V N 3. Pre-cast concrete sections shall be sealed with one (I) Inch butyl l.:I ^^-, ° '`� .. ?'' '' N "" '"' a �` '* �` "'' O y / �: / ,. . ,. ., `/'` � : . �„ = ��� ° PROP. 8 x 4 EFFECTIVE DEPTH, TRAFFIG-BEARIN6 \' 0 O .� 1 5. All Installed I/A OWTS are required to have an Initial 5--year rubber olnt sealant which conforms to ASTM C-qq0. 6. The panel shall meet National Electrical Manufacturers ., ' .. cu g •�i"1` ;> �. ° r �', % < :`" =`�'" ' r '" O LEACHING POOL;LOCATE ACCESS COVER WITHIN PARKING o�+ 2 J ��25 O - C9 warrant and o oration/maintenance service contract. Aft4er the Association (NEMA) 4X s ecifications. At", ..• � k .* y p p �. a. '.w a<° ', ,._, A F.; ,• N ?� ° -* , '' 1 LOT 15LAND �, 0 Initial 3- ear operation and maintenance service contract has 4. All sewer pipes shall penetrate the vertical sidewall of the tank i* A} ,,, „ �* .- e ,,•„ , \ r '� "'" SOU7HOLDTtDrh'IJ N y p pp p -'�•w °' '' �r °.� '` „� ti e PROPOSED GLEAN-OUT (C.O.) C O expired, property owners are expected to maintain an op,cratlon and shall be scaled with rout or other means acce table to the 7. All below rode, wiring must be run In electrical conduit. The ,� ^+' dg ,. -. �� ,: �: 'ti � ;,.' s , 1 pLAP�NING BSA,:D 0 and maintenance contract In accordance with Article Iq of the g p g '� ' �`y \ t O Deportment such as watcrtl ht sealed flexible joint and the pipe conduit must have appropriate seals to prevent axes and moisturerl-.111 ?a a o ` > y°' ' • . ' - ; INSTALL WITHIN 10' OF BUILDING FOUNDATION WALL. Q r- a p g J p pp 9 �, < , .�, ,�(.� i` .. Suffolk Govnty Sanitary Godc. gasket fastened to the pipe with stainless steel retractable from reaching the control panel or Junction boxes. , - l ? ' � '� ! ?. ,., ►`� `'-" -, �. \' 4, '� • '" '" a. , clamp(s). 2. 1 4� L w .�n.t. _a B� dd;r1�K V& . E" ' - ,. , . " ■►,*O� �:..._a�.d"IA .t'milt_„i___. ,'a ,�l_ i�°a . Ilia fy.':.s t"b 6. When on I/A OWT5 requires a vent•,the unit shall be vernted to the 8. Each system shall be equipped with a functioning warning system , .lT I O I`l M!"1� roof of the residence being served. Vent pipes shall extend a 5. All Joints shall be sealed so that the tank Is watertight. See which will activate audible and visual alarms that can be readily minimum of 6 Inches above the roof line and the top of the vent section XVI,paragraph BA of the SGDHS Standards. Tanks that are seen and heard by the occupants of the building served. The W shall have a minimum horizontal separation of 12 Inches to the cast In place require prior approval from the Department and must Department recommends a telemetry device be Installed to provide SCALE: I"=250' W sloped portion of the roof. In cases where it Is not proctllcal to be certified by a Licensed Professional Engineer. At a minimum,the Immediate remote alarm notification to the 04M provider covered L vent the system to the residence roof,a vent pipe may be piped to floor and walls of a concrete tank must be monolithically poured. by the 06M agreement. the exterior of the residence and terminate a minimum of IS Inches above grade and at least I foot from property lines. These vent 6. Whenever practical, concrete I/A OW75 shall not be located q. Systems which are not designed to flow by gravity are PROJECT / ZONING DATA D pipes shall be located a minimum of 13 feet from any window or within groundwater. For Installations that arc placed within recommended to be equipped with a control panel with means of 1 , doorway and must terminate with a carbon filter device. All vent groundwater, the bottom and side portions,up to 16 Inches above connecting a portable generator to operate the system during a TAX MAP # 1000- 140-02-21 DRAINAGE NOTES: T pipes must have a minimum diameter of 2 Inches. highest recorded/expected groundwater elevation,of the I/A OWT5 power cu age. ' / 1 unit shall be monolithically constructed. In cases where this Is not I. BURIED BUILDING LEADERS FROM DOWNSPOUTS v _ 7. Installation and use of the I/A OW1'S must conform to the practicable,the I/A OWT5 unit shall be water-proofed up to 18 PUMPS,BLOWERS, LEVEL SENSORS, AND CONTROLS: EXISTING VACANT LOT SHALL BE 8"� MIN. Department's approved I/A OWT5 guidance document prepared in Inches above the highest recorded /expected groundwater I. The electrical Junction box serving the pump motor and floats 2. INSTALL FRENCH DRAIN PERFORATED PIPING W D accordance with the standards for ",Approval and Management of elevation and leak tested to ensure tightness prior to operation. must be watertight and located outside the, I/A OWTS tank chamber. ZONING DISTRICT HAMLET BUSINESS (HB) (lo"(P MIN.) AT BOTTOM OF TRENCH w/ HOLES W M Innovative and Alternative Onslte, Wastewater Treatment Systems." FACING DOWN. W 7. In cases when concrete tanks are Installed In groundwater,the 2. Any blowers located outside of the I/A OWTS unit must be placed RAILROAD TRACK 8. When on I/A OWT5 Is Installed to serve a multl-tenant b,vilding or design professional shall submit buoyancy calculations to prove the on a pad (concrete,plastic or fiberglass) and have a soundproof LOT AREA 0.52? ACRES 3. FRENCH DRAIN SHALL TRANSITION TO SOLID complex, the I/A OWTS shall be, Installed with on alarm dtarler enclosure cover. SDR 35 PVG PIPING BENEATH PAVED SURFACES ■ p weight of the tank (with or without anchoring or the addition of F � capable of contacting the property owner and 04M provllder In the ballast) will be at least 1.5 times more than the weight of the water LOT COVERAGE tk/o/ gyp,\\- 0 EL.=16.0' event of on alarm or emergency. The I/A OWTS must also, be displaced. The, buoyancy calculations shall be done using highest 3. All pumps and float trees must be accessible and serviceable �N� designed and Installed to function during power outages. This ex ected/recorded roundwater elevation with the tank empty.t . Soil from access openings. \S\- Includes utilizingIn- lace on In- lace generator with outomiatic p g p y SOUTHOLD TOWN GORE CHAPTER 280; ATTACHMIENT 4 \_0\10 3O 0.� f, U c p p g cover on top of the tanks) shall not be considered when \ �`:'•1` transfer switch, portable generator i�lth manual transfer sswitch,or determining the amount of anchoring or ballast weight required. 4. The floats shall be attached to a Schedule 40 PVC float tree � :f:-: ( _ installation where I/A OWT5 can flow•-through by gravity during that can be easily removed for service or adjustment. The floats 96 LOT ;t•*ti•. DESCRIPTION (FOOTPRINT) AREA ' :�. outages. I/A OWTS INSTALLATION STANDARDS: shall not be attached to the force main. COVERAGE / ti) .=-, /� ■ 10 \` `^ MINIMUM DESIGN REQUIREMENTS: 5. The Department shall observe the pump system operate through TOTAL LOT AREA 22,811 S.F. T 1.q?.&�"' I. Install I/A OWTS tanks accordingto manufacturer's / r_.�,.g recommendations while conformin with these standard. All a normal operating cycle. wo - W. ^` I. I/A OWTS tanks shall be constructed of precast concrette, / "'S", w applicable recommendations provided by the manufacturer shall be PROPOSED COMMERCIAL t,`; fiberglass, polyethylene,polypropyleno,, thermoplastics, or cother b.lnspection for leakage of the force main fittings will be made � Q materials In accordance with Deportment standards and IcONYGRR, Implemented. BUILDING (WITH FRONT ROOF 4,5110 S.F. 20.1% %=:'r_`t`,, p during the pump test procedure. / PROP. 3 GU. YD. �.>: Appendix '75-A, or NYS DEC requlrernents. The use of steeel tanks Is COVER) I"'.r..kWv, 2. The I/A OWTS tank shall be Installed at level In all directions / DUMPSTERS r}eta,, prohibited. CREASE TRAP REQUIREMENTS (WHEN APPLICABLE): (with a maximum tolerance In an direction of +/one quarter Inch) on >,e,.t y q TOTAL AREA OF ALL STRUCTURES 4,5ci0 S.F. 20.19b • :w. a minimum 5-Inch thick bed of properly leveled and compacted sand / .Q:._: 2. When an I/A OWTS requires a scpi;lc tank for pretreatrrnent the p p y p I. Grease traps shall be located below grade and outside the ,, l septic tank shall be designed In accordance with section ;XIV of the (free from rocks) or pea gravel. / ��.,.,,. p g building preceding the septic tank or sewer Ilne, only discharges MAXIMUM LOT GOVEfRAGE ALLOWED: 4096 � 'a• ' Suffolk County Department of Health Services Standards ifor from the kitchen or food preparation areas may be piped to Oa / (;•L,.1". Approval of Plans and Construction for Sewage, Disposal Systems 3. I/A OWTS Tanks shall be provided with a single outlet. A ,� tr,,, pp g p y grease traps. Grease traps shall be located In areas that are o Q distribution box/manhole or distribution leaching structure may be \ •�1•+e:,- for Other than Single-Family Residences (from hereon refeerred to s easily accessible for routine Inspection and maintenance. !k� / ae '°Y"."";% required for all systems with multiple leaching structures unless an N the "5GDHS Standards"). NOTE: - "' ••{,.kt$ alternative design Is approved by the Department. 2. Crease traps shall be constructed of concrete, fiber lass, or EL.=16.6' / i - __ - .°"�� p 9 I. FLOOD MAP DATA: \ a•: 5. Unless otherwise specified, the leaching structure/systerm that high density polyethylene In accordance with Department standards MAP #: 361 o3G0481 H / \ - - , (,•'�L�''. 4. The top of the I/A OWTS tank shall not be located greater than / \ -� ,�°•,, follows on I/A OWT5 shall be designed In accordance withi section and IONYGRR, Appendix 75-A,and the NYS DEC Design Standards MAP DATE: OcI/25/200ci \2.5 feet or less than one foot below final grade. i �/ °*.;g XVII of the above-mentioned SGDHS Standards. for Intermediate Sized Wastewater Treatment Systems". / \ PROP -z _ '° f FLOOD ZONE: X - i 5. At a minimum, all sampling manholes shall have 20-Inch covered i \ \ M.N. ram= P > t"'� 4. At a minimum, all I/A OWTS treatment tanks shall have 220-inch p g 3. Grease traps shall be watertight and constructed of sound and - / /PRO `-c`:. access openings to grade located over the Inlet and outlet. i \ , - ,,;•r�;, covered access openings to grade located over the Inlelt and durable materials that are not subject to excessive corrosion or 2. SITE PROTECTION/SILT FENCING TO BE e y covers shall be either 20-Inch diameter watertight and I i / ; outlet. Covers shall be either 20-Inch diameter watertightt and decay. Methods of ensuring tanks are watertight shall be as INSTALLED AS REQUIRED BY THE TOWN OF (V o \ \ I'•. Insect-proof locking cast Iron covers or thermoplastic covers at / O °n _' ".a. Insect- roof locking cast Iron covers or thermoplastic. co+vers at described for septic tanks. SOUTHOLD. \ 2-5% ,a'. p g , p final grade. All covers shall be designed In accordance with section p ry i �-, \ .-. final grade. All covers and chimne s,rlsers shall be des) rned In 'I '>{+.�' g y g 5-III of this standard. i / \ \ N / \ '°,c,k�,; accordance with section XVI.4.c of the 5GDHS Standards. 4. All precast grease trap components shall be constructed of 3. SURFACE WATERS OR WETLANDS ARE NOT i PROP.1 2-5%� �' (3 / s precast reinforced concrete and capable of supporting ( \ \ %i_i;'°, 6. When sampling manholes are approved to be installed to a LOCATED WITHIN 500 OF THE PROPERTY. A D.W. / - / t° S. When a I/A OWTS Is approved to be Installed In a driveway or traffic-bearing loads as per the requirements of AASHTO ( i � / \ . \ I"°,a;•P^�• driveway or parking area, the manhole shall be designed to be i 0 / . 1`•e parking area, the unit shall be designed and/or Installed too H-20/HS-20. i t,';; p g g traffic bearing to meet the requirements of AASHTO H-20 or 4. ELEVATIONS REFERENCE NAVD Ici88 �� \ ry -�' withstand HS-20 or H-20 loading as designated AASHTrO, ri ".. "', HS-20loading. p, \ 5. Precast concrete sections shall be sealed with one-Inch butyle PROS. / 6. Garba c grinders shall not be pc when on I/A O)WT5 is rubber olnt sealant which conforms to ASTM G-qq0. 5. NO VISIBLE WELLS ARE LOCATED WITHIN 1 /2-5% ',/ \ 6 ur •'.,",' "i. The outlet Invert elevation shall be a minimum of 0.I foot below �w`; 9 9 p J �! / � �=: utilized as means of sewage disposal. 150' OF SUBJECT PROPERTY LINES. I \ / \ ,,,fk y the inlet Invert elevation. D.W� N I'''°<cs� 6. All sewer pipes shall penetrate the vertical sidewall of /� p L.P 10 MIN. 2-5%\ i L.P. �.. 1. Water softeners shall not dischorcle into on I/A OWTS sand the 8. Sampling manholes shall have an Inside diameter of 2 feet or, an the grease trap and shall be sealed with grout or other 6. 51TE IS LOCATED WITHIN SUFFOLK COUNTY i / 8' Mil`►• (TYP.) •' -kC¢, Deportment recommends water softener backwash be connected to p g means acceptable to the Department such as waterti ht 3 °''• p Inside area of 2 foot 2 foot. p p g GROUNDWATER MANAGEMENT ZONE IV. / \� - - - -8� - - - _.•c" an onsite drywell acceptable to Town or Village building sealed flexible Joints and the pipe gasket fastened to the i / tij/ ? \ MIN. •' " Departments. q. There shall be a maximum retention depth below the outlet Invert pipe with stainless steel retractable clamps. '7• ALL SEPTIC SYSTEM STRUCTURES LESS I / •�'`'''.n elevation of six inches. / / o I 41 \ \ L, °% ., 8. VA OWTS tanks shall be watertight and constructed of sound and 7. The base section of grease traps (bottom slab and minimum of I THAN 3-O FROM PARKING LOTS OR / \ . \ dtFACE x4.,�o durable materials that are not subje:;t to excessive corrosion or foot of sidewall) shall be monolithicall cast. DRIVEWAYS SHALL HAVE AN 5" THICK i-� S' ' 10. All sewer pipe penetrations In the sampling manhole shall be y / \ N 1 FOR °,;,, , decay. TRAFFIC-BEARING CONCRETE TOP TO MEET i / MIN. n / ��'.',° watertight and utilize flexible rubber sleeves and stainless steel _ _ PROP. O II 2 \Ei.wF tightening devices. 6. All concrete grease trap covers shall be heavy-duty, watertight, AASHTO- H2O//HS-20. ALL COVERS OF I"-- 4 1 'I � \ `%;_s o q. All tanks must be watertight. Two methods of ensuring tanks are g g and insect-proof with adjustable and locking cast Iron frame and I \ D.H. 5 /SPACE "',.°, SUCH STRUCTURES MUST ALSO MEET I / �� /� . ► \ �I I.+,.�)rpwatertight shall be either vacuum testing or water pressure testing cover Installed at grade over each opening. AASHTO-H2O/HS-20 REQ'S. 1 - - -/- - - - - - ��M! - r 1 FOR \ °ta', methods as follows: THE FOLLOWING LOTS WITHIN 150' CF PROPERTY I //< " \\ " G.T. i , ;,- w ry I \ UTILIZE PUBLIC WATER AS PER 5GWA: I I \ ' O II L.P \ 3 o \ I !P \ O SGTM #1000-140-2-01 1 1 MAX. \ - \ / �,1,o z II I 2-5%� ,��, ,:,,�,. c� 5CTM #1000-14o-2-I8 1 ( (ADA) \ �-� / ( \ I i �fiQ",; SGTM #1000-140-2-21 I I I/PROP� j2-590 Q 11 6 i ��1 . ir ir ."4-P. DESIGN FLOW CALCULATIONS SGTM #1000-140-2-22 8"0 (MIN.) BUILDING I I I Q II /P OP1 j2_5% I•'�',1-11 SGTM #1000-140-2-23 LEADERS ROUTED �D'wK O I I i_ a 1 xw!!f ADJUSTED GR055 LOT AREA (ACRES) 0.52 SGTM #1000-140-3-3.001 TO DRYWELLS (TYP.) I I ' \\\ z I '�\D.W.y/ °`, ui SGTM #1000-140-3-5.004 I 1 � \ \ , , w I , \ "''+�"'. Q POPULATION DENSITY EQUIVALENT (GPD) (1) 314 SGTM #1000-140-3-4 I 1 z \ o y SGTM #1000-140-3-6 I I I x Q IL \ \ - I I, - - �c°I° / I \ \ I,''�*ins';'c PROPOSED SANITARY FLOW I Q O \ I l I +' 10 % SGTM #1000-140-3-I I.001 I I Q o \ \ 5 _ MIN. 7 Imo_ - J - - - - I :�f;,,:<�' PROJECT: �'''- DENSITY LOAD DENSITY KITCHEN/GRAY 1 1 \ o Q •°;,.�, ADJACENT FLOOR AREA KITCHEN/GRAY HYDRAULIC USE OF STRUGTUI�E/AREA (C,RO55 S.F.) (2) FACTOR LOAD 1) LOAD FACTOR LOAD (GPD) LOAD (GPD) I 1 I 1 I$v� 615 PIKE ST L LC ,,wl,{ DWELLING (GPD/S.F.) (GPD) (GPD/S.F.) I I 4 =��; w/ PUBLIC ■ 1 I _ /PROP; `•:`�s WATER SEPTIC NET STORE w/ FOOD ADJACENT PROPERTY 1 I PROP. I-STORY WD. FR. 3 -- 4 N • L,'s;;; (DELI/TAKE-OUT w/ UNDER 2,388 0.03 71.6 0.12 286.6 5515.2 (5GTM #1000-140-2-20) COMMERCIAL BLDG. w/ \ D.W. / `�.a,�t,w 16 SEATS SINGLE SERV I GE) UNFINISHED BASEMENT (..i,,� ti& DRY STORE IAeo 0.05 56.5 N/A 0.0 56.5 I I pf"' F.F. EL.=16.3' I `�it a' 1 1 .''j-�� 615 PIKE STREET E_- L_ 17TOTALS: 128.1 286.E 7- 414.7 I I �5T - - - - -I - - - I (1) -TOTAL DENSITY LOAD MUST BE LESS THAN OR EQUAL TO THE CALCULATED POPULATION DENSITY EQUIVALENT.THE POPULATION DENSITY EQUIVALENT WOULD NORMALLY BE CALCULATED BY MULTIPLYING THE I I I HOLE I I':°°"�f�::; MATTITUCK, N.Y. 11952 ADJUSTED CROSS LOT AREA BY 600 6PD/ACRE,AS PER SECTION VII.I.o OF THE 5GDHS 'STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR 5EWA6E DISPOSAL SYSTEMS FOR OTHER THAN I I EL.=16.03' 1 '401 51N&LE-FAMILY RESIDENCES. MARCH 25, 2025 ADJAGENT GOMMERGIAL I I � � a a, "' PROVIDE 12 (�-THE 6RO55 FLOOR AREAS OF SHARED STAIRWELLS HAVE BEEN DIVIDED EVENLY AMONG THE UNITS WHICH SHARE THEM. BUILDING w/ PUBLIC WATER I I 0 / \ N 7` TEST HOLE DATA O ( __ - FRO cv *,? (MIN.) GROSS-O`/ER DRAWING TITLE: UNIT I UNIT 2 UNIT 3 UNIT 4 ,°�•s \ D.W. / „�� PIPES GONNEGT'ING MGDONAPLOD GE20�RVIGES r I I I 1,155 S.F. 574 S.F. I,OOct S.F. 1,200 S.F. % �/ I.' .;•� DRYWELLS (TYP.) SOUTHOLD, NY IIg71 ® O I ( "WET STORE "RETAIL - "RETAIL - "WET STORE 1 '•1=;` .' NOTES (631) 765-3677 N I I w/ FOOD DRY STORE DRY STORE w/ FOOD 1 = I I SITE INFORMATION Z I I I TRANSITION PROP. WATER ;'tj• I EXISTING SITE PLAN SU OLK COUNTY HEALTH DEi� RTMENT AFFROVAL f FRENCH DRAIN SUPPLY LINE; . \ I � I•�,,<•••`i HEDGE EL.=16.02' �[ TRANSITION FRENCH DRAIN I I TO SOLID SDR MATCH OF \ OL DARK BROWN LOAM TO 50LID SDR 35 PVC PIPE 35 PVG EXIST. LINE H.S. REFEIRENGE NO.: G-25-0128 O5 I I \ \ •1� I BENEATH PAVED FROM STREET \ /1='R&A I GRATE SHALL CAPTURE ET PAGE: ML BROWN SILT F PROP. ROOF I I _ SURFACES (TYPJ (I- m) - ----1 COVER ,______,_,__ \ / SURFACE RUNOFF; SLOPE - -w -....._.....I \ 25�� .W� /2-5% -i SURFACES TOWARD INLET I ® �. 3.0' - FRENCH DRAIN w/ 10"m 11 - - - - 11 - - - - - - - - - - ...� S P_ ------------------ ------ I \ / \ ,� (MIN.) PERFORATED PIPE \ /2% 1 2� o / ° \ 00 a°Q \ MAX. MAX. � o x \MAXIMAX. \ \ / ur \ $ STONE, AS INDICATED ry y \ \ I / / ry< \ \ I �A / ry \ V11BY HATCHING (TYP.) EL.=16.4' \ \ I / EXIST. WATER o F 0 IMETER $ WATER DRAINAGE SYSTEM INSTALLATION NOTES: 172.61 \ i I / \ EL.=15.5' 10F 2 • A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYWELLS _ _ _ _ 1 SUPPLY LINE _ _ - DATE: 11/19/25 WATER SERVICE LINES, UNDERGROUND UTILITY LINES, AND THE 1 5 63o45'40" W EDGE OF ALL FOUNDATION WALL5 ------------ ---- L -I \• A MINIMUM 10' SEPARATION I5 REQUIRED BETWEEN DRYWELLS ----- ' PALE BROWN FINE EXIST. STORM I -------------- 1-------_____I-�______EXIST. CURBPROPERTY _ • A MINIMUM 20'E SEPARATION I5 REQUIRED BETWEEN DRYWELL5 AND SW TO COARSE SAND DRAIN INLET w I EXIST. WATER MAIN GUT TO BE -------- EXIST. FIRE i F I < REUSED AND BURIED PROPANE FUEL TANKS, SEPTIC COMPONENTS, LEACHING V z 1 , MAINTAINED HYDRANT I -I \� -A FIELDS, AND SEWER COMPONENTS.. EXIST. EDGE l cJ -r R -� M-1 O EXIST. EDGE r �,•., 11-1 • A MINIMUM 2' VERTICAL SEPARATION 15 REQUIRED BETWEEN THE OF PAVEMENT N 1 �tr Z n f �' `'`,�' I ll I M ' OF PAVEMENT .� ;. _r r,'.," BOTTOM OF DRYWELLS 8 THE HIGHEST EXPECTED GROUNDWATER l EXIST. STORM O I 1 t EXIST. „o `0 ;j taPr,,' ELEVATION. UTILITY b ' x 1.•ti iL. , S,< l DRAIN INLET I \ �1� /,,,,? _,r.• ,.;,,, �a • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL, U.O.N. --___ ---___J_________ I EXIST. GAS MAIN \ _ POLE i n, � � r. . `w:, d • SEE AL50 51TE PLAN DETAIL ON CONSTRUCTION DOCUMENTS -------------------------------a -------------- ''13.5' 1 - -- ----------- f,,,� ' ii - - - - - - - - - - - - - - - - - - - - - -o_ _ _ _ _ _ _ _ _ DRAINAGE SYSTEM CALCULATIONS: /� / T EXIST EXIST. OVERHEAD WIRES �` .I'L � ,_ L , ",; TOTAL ROOF COVERAGE = 4,758 S.F. WATER IN PALE UTILITY : >"-, "'N{ TOTAL ASPHALT/BRIGK/PAVEMENT COVERAGE = 12366 S.F. //SW�i BROWN FINE To POLE \ ��., r "•• '� �' / COARSE SAND 0 5 10 20 30 40 50 a �� %`° '�. l � TOTAL IMPERVIOUS COVERAGE = 17,124 S.F. i - 11 [ s ;s 17,124 S.F. x 2" RAINFALL EVENT = 2 854 G.F. STORAGE REQ.'DGa"" 17.o SITE FLAN r` ''<::s (I) 8'� DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH COMMENTS: GROUNDWATER GRAPHIC SCALE -""' (10) V0 x 8' DEEP D.W. PROPOSED = 3.377.6 G.F. 5TORAGE PROVIDED ENCOUNTERED 13.5' BELOW 11 GRADE (EL.=2329 I I I SCALE: I" = 15'-O" I SINGLE L I NE D AORAM ICL MAN EL.Er-..,7R1CAL ZERO SETTING o ON O DETECTION J AT � � INDICATOR INDICATOR cc GIR(f.,UIT c) Q ;i., CV Ln MAIN BREAKER o 0 0 � (D O c cJ Z 0 X s N ND I GATOR 0 0 0 GIRGUIT -c 0 Im O CV O C>3 ROM RAM OUTfi UT GIRGUIT i=OV�IER SUi��LY TIME -}� � F- AG (DC) N 'UT ONE-CH i� M GROGO1�i�UTER RANGE/UN I T U .- C I RGU 17 SELECTORS � D 4--J m I c- DED I GATED, 30 AMP U SINGLE-PHASE GIRGUIT BREAKER ELECTRICAL SERVICE Q •- TO HYDRO-ACTION W FLC CONTROL FANEL CL HNrDIRO-ACTION S I NO LE LINE D I AO RAM 5GALE: NTS STOPPER OR SLATE OR OTHER STOPPER OR END PLUG SUITABLE COVER END PLUG SANITARY 5TRUG7URE5 ELEVATIONS SCHEDULE w v IV SYSTEM COMPONENT TOP OP TOP OF BOT, OF INLET OUTLET EFFECTIVE RISE R STRUCTURE STRUCTURE INVERT INVERT DEPTH W - < SEWER PIPE Q GREASE TRAP GRADE 14.6' '7.6' 15.4' 45' ELBOWS 30• ELPOW I/A OWTS GRADE 14.1' 7.5' 12.8' 12.1' m/A DISTRIBUTION BOX n/A GRADE 12.1' 12.6' 12.4' m/A I 45' ELBOW 60' WE LEACHING 8 EXPANSION POOLS GR 13.a'ADE 5.2' 12.2' 11 n/A 4"-0" ALTERNATE "A" ALTERNATE "©" CLEANOUT DETAIL FC)R AREAS NOT SUBJEC- TO VEHICULAR TRAFFIC IN ALL VIEWS, ALTERNATE "A" IS FOR SENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CCNNECTION SHOULD SITE CONDITIONS PREVENT LEACHING POOL TOP SLABS OR COVERS FROM BEING LOCATED WITHIN THE SPECIFIED DISTANCES FROM GRADE, "DUMMY" RINGS SHALL CLEAN-CUT D BE UTILIZED TO BRING LEACHING POOLS INTO CONFORMANCE. 50ALE: NTS �t 30.5'� �* 5.3'� PROVIDE SECONDARY SAFETY COVERS PROP. BENEATH PRIMARY N PROP.COMMEERGIAL COVER (TYP.;ALL RISERS) �- PROP. COMMERCIAL BLDG. HEAVY DUTY BLDG.• POLYLOK 20"d) D-BOX w/ HEAVY DUTY w LOCKING CAST IRON LOCKING CAST IRON (KITCHEN LOAD ONLY) COVER TO GRADE (ALL NdON-KITCHEN PLC, CONTROL SECURITY GRATE (BAFFLE a 5 3 LOADS) PANEL w/ HF5O REQ'D IF INLET PITCH COVER TO GRADE & COMPRESSOR EXCEEDS " PER FOOT) V N.. 550 r I I'-O' MIN. I'-O" MIN. - -- MAX. MAX. MAX. I I 2'-0" MAX. 1324 I F.F. EL.=16.3' MAX. AVG. GRADE EL. = 16.1' F.F. EL.'.=16.3' � 2'-6" MAX. 33Ew 5% MAXIMUM SLOPE CUTAWAYIAEW �a seo b" BLDG. INV. INV. _ _ .. F �u' _ ■e EL.=13.4' 20" 20" ;.. MIN. 4"� SDR 35 X Q p, ui MAIN DRAIN EL.=I2.9' PVC OR EQ. Q MIN. 4 SDR 35 MIN. MIN. 6' BLDrG. II 525 .m ._.�,., tV MAIN DPRAIN PVC OR EQ. MIN. INV. II TO I/A eoTOM�Ew -oPYEw - �J ru~t3.74 _ MIN. 6 SDR 35 6' - MIN PITCH POLYLOKPO"D-BOX s -- - II I MIN PITCH PART NO.301T•to m x EL.=14.1' PVC OR EQ. �1-OTL(AE MIN. 6"O SDR 35 OWTS MIN. b SDR 35 LOB - E �II:II 3.a� PVC OR EQ. _ PROJECT: w�•. WIDE BO P3 "3E MIN. IN9V. MATERIALPOLYPROPPYLENE .ssclne:v COLOR BLACK -03. -1..1 •�,."A.E MIN PITCH �II.II - - - - - - - ..0 CAPACITY•15GALLONNS nenwcovsa Pu+r"osmicm 1 "ssEM�lss PVC OR EQ. D ., EL*5I .1' MIN PITCH 4":I' LINE INV. r,•u�•IKR,.A,-,>" _�-�s ,\\ moo MIN PITCH J':1' INV. FLOW LINE r,uAlsEaaw,"apo 2 - _ 1500 INV. B EL.=I2.1' INV. EL.=I2.4' INV. A / � a3aeTooll' PROVIDE CAST IRON GALLON EL.-12.8' EL.=12.6 EL.-12.2 , P��r, PIPE EXTENDING 2'-O" -1 �t F m 2" MIN. DROP615-., �°` yell � r-- -- - ---- --' "; � GREASE r 0 T■ � C■ MIN. FROM BUILDING PROVIDE 12" THK. (MIN.) (PROVIDE END GAP LEACHING , U D- E S / (�( �� L ze■ - TRAP C r tu BED OF SAND OR PEA TYPE LEVELING iL p�' r• !'" FOUNDATION POOL(5) �Y I) ,x SEPTIC ��, Eto soslecml ro4ccea r IL wee a.Taoa. L�,L�s�L /- _ A GRAVEL BENEATH DEVICES AT OUTLETS) W =0�• 1, TrF 4mo acs. wm no aaw ``- - 1 .. , `I C. II Aoor�o�aa« I �, 7 i • : cV '.`:• PROVIDE CAST IRON DISTRIBUTION BOX �I', PIPE EXTENDING 2'-0" "°" \ ' MIN. FROM BUILDING .41 8' 011 1 a \ %391 I .. u+ I CL TO CL t �y <N"� /' 13 ' l , ` q, P�/„r••T tl'')) •� � 21�QI1 I II I II eu'a \ u'' I jj.?�'"/� BASEMENT BASEMEENT FOUNDATION �2_gj/2 -,� -5_6 �I REPLACE EXIST. SOIL w/ 5' CLEAN BOTTOM a SIDES OF 615 PIKE STREET SAND COLLAR SURROUNDING L.P. r ' ERONraloevlEw \'�. � �` GREASE TRAP SHALL BE II/ POURED MONOLITHICALLY "-j.' 3-IY2 WHEN EXIST. SAND 6 GRAVEL m „••, , HIGHEST EXPECTED .. I TO A MIN. HEIGHT OF 12" �•• . , MATTITUCK N.Y. 11952 - GROUND WATER EL.=4.52 (SP/SW) LAYER NOT PRESENT f HYDRO-ACTION AN5OO fi'OLYLOiG 20 III D I ST. BO/\ DETAIL 245 NITROGEN REDUCTION SYSTEM - - - - - - � DRAWING TITLE: WIRING DIAGRAM 5GALE: NTS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GROUND WATER EL. OBSERVED - - - - - - - - - - - - ® TEST HOLE =2.52' - BILL OF MATERIALS SYSTEM DETAILS SUEI=OLK COUNTY HEALTH DEFARTMENT APFRO\/AL ITEM �- P/N DESCRIPTION Qrr. HIGHEST EXPECTED GROUNDWATER: HA-150056 TANK, AN5OO, 245 NITROGEN REDUCTION H.S. R E E E.R E N C E NO.: C-2 5-O 12 8 AN ADDITION OF 2.0' HA5 BEEN ADDED TO THE OBSERVED TEST HOLE GROUND WATER TRAFFIC-BEARING STRUCTURES: ELEVATION TO ESTIMATE THE HIGHEST EXPECTED GROUND WATER ELEVATION. THIS Ia0055 TANK, AN5OO 245 PRETREATMENT � � GREASE TRAP 4 LEACHING POOLS SHALL HAVE AN 8 THICK TRAFFIC-BEARING CONCRETE ADJUSTMENT WAS SELECTED AFTER REVIEWING MEASUREMENTS RECORDED AT A NEARBY I00I15 COUPLING, 4" SCH 35 PVC 5X5 TOP TO MEET AASHTO-H2O/HS-20. ALL GONERS MUST ALSO MEET AASH70-H2O/H5-20 REQ'S. PAGE: U.S. MONITORING WELL. - MONIONI TORING W 240018 FT CONNECTING PANEL 24X19ELL SITE NAME: 5 6558.2 u SP-m102m00 - MONITORING WELL 51TE NUMBER: 4O583OO1233I5O2 76066 FASTENER, 3/8-16X3 J" AT HHCS - I LEACHING POOLS (5) 10011O ASSEMBLY, RE-CIRCULATION 245 COMPLETE �j 1. LEACHING SYSTEM SHALL PROVIDE SUFFICIENT SIDE-WALL AREA TO RECEIVE ONE FULL DAYS DE:SI&N GREASE TRAP (1) -- FLOW (414.1 r-I OR 300 S.F. OF 51DE-WALL AREA FOR LEACHING POOLS, WHICHEVER 15 GREATER AP&OO-P AP6OO ATU w/ PLATFORM COMPLETE �'� LEACHING POOLS INSTALLED IN SAND d &RAVEL PROVIDE 1.5 6PD/S.F. SIDE-WALL AREA DATE: 11/19/25 2 OF 2 I. MIN. GREASE TRAP CAPACITY SHALL BE ONE DAYS KITCHEN DESIGN FLOW OR 1500 ��EG5O-30-LIOO-PLC EG5O-30-L-IOO-PLC I� (414.1 6PD) /(1.5 GPO/S.F.) = 216.5 S.F. < 500 S.F. --> 500 S.F. SIDE-WALL AREA REQUIRED GALLONS, WHICHEVER 15 GREATER. (5) VIP x 4' (EFFECTIVE DEPTH) LEACHING POOLS PROVIDE 500 FT2 SIDE-WALL AREA 1,500 GAL > 286.6GAL INNOVATIVE 8 ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM (I/A OHM (2) 8'0 x 4' (EFFECTIVE DEPTH) LEACHING POOL PROPOSED FOR 50% EXPANSION (1) NEW V0 x 5' (LIQUID DEPTH) GREASE TRAP PROVIDES APPROX. 1,500 GAL GAP. 2. LEACHING POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). 2. CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 5,000 P5I AT 25 DAYS. 1. I/A OWTS SHALL HAVE A MINIMUM TREATMENT CAPACITY EQUAL TO THE TOTAL OF ALL 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). e 7pF•" `� 3. ALL THICKNESS SHALL BE A MINIMUM OF 3", TOP THICKNESS OF 8", AND BOTTOM HYDRAULIC FLOWS (DESIGN FLOW) . �„••, W „•• 4. SHOULD FUTURE EXPANSION RESULT IN MULTIPLE CLUSTERS OF LEACHING POOLS, EACH CLUSTER OF DESIGN FLOW = 414.1 GPD THICKNESS OF 4". POOLS SHALL BE EQUIPPED WITH A GATE OR BALL VALVE TO ALLOW ISOLATION d RESTING. EACH 4. ALL JOINTS SHALL BE SEALED 50 THAT THE TANK IS WATERTIGHT. PROPOSED HYDRO-ACTION AN5O0 PROVIDES 550 GPD TREATMENT CAPACITY. VALVE SHALL BE OUTFITTED w/ TRAFFIC BEARING COVER ACCESSIBLE FROM GRADE. 2. INSTALL ALL COMPONENTS AS PER MANU. SPECS. '! 4: 5. GREASE TRAP SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. 5. A 5' MIN. DISTANCE BETWEEN THE HIGHEST RECORDED GROUNDWATER LEVEL AND BOTTOM OF �?- I' •s„ TOLERANCE OF t 1/4") ON A MIN. 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 3. A 10' MIN. DISTANCE BETWEEN THE I/A OWTS AND BUILDING WITH CELLAR/BASEMENT SHALL BE LEACHING POOLS SHALL BE MAINTAINED. MAINTAINED, OR 5' MIN. DISTANCE IF BUILDING IS UPON A SLAB. 6. A 10' MIN. DISTANCE BETWEEN THE GREASE TRAP AND BUILDING W R/B WITH CELLAASEMENT b. A 10' MIN. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. i ✓A = SHALL BE MAINTAINED, OR 5' MIN. DISTANCE IF BUILDING IS UPON A SLAB. 4. A 5' MIN. DISTANCE BETWEEN THE I/A OWTS AND DIST. BOX (WHEN PRESENT) SHALL BE MAINTAINED. 1. AN V MIN. DISTANCE BETWEEN ALL LEACHING POOLS AND I/A OWTS SHALL BE MAINTAINED. SEF'T 1 G SYSTEM DETA I L 5GALE: NTS I 0910-V1Z-91S:0 J IN O cv ZS6ll'.l'N`�ionj!�jeW J eg LU O ZSl d TA �!u�`pb u!eWg cloeo plin8 + u5isaC] 4 cn z z W d w W O Q Y Y _j a F dV 0331d 4uoulud Naan aa . asVd WV � o TA C4 LL zw ZQ TA Wz a. 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'.; '.*' ;.' CT-Y'ZONING DATA SITE LAYOUT NOTES: SGAPIN6a5GREENIN6-AND BUFFER_.;W54EGT,PROPERTY , LAND .., ., . _ ;. JE .> _ W I. THIS 15 AN ARCHITECT'S SITE PLANS 15 :: xa.,'S,":en.7, aa§..-,..:.:rt3u:�r-T ea #^...- •R._. . . ..:.4.lr r'. _.,.r, :X. SUBJECT TO VERIFICATION BY A LICENSED �,-•�s , ,tr fF ,. 7,77 P# 1000-140-02-21 m W 3 80-q3 , ,�TOAX MA _k �w SURVEYOR. THE INFORMATION 50UTHOLD TOWN;GOD€"A"; -• _ -, £, z ,W:_ .-Amy »s ,a - REPRESENTED ON THIS SITE PLAN 15 TO THE #OF TREES #OF TREES EXISTING VACANT LOT G Z ARCHITECT'S BEST OF KNOWLEDGE. LOT FRONTAGE ��,UIRED PROPOSED it<<l 2.SURVEY INFORMATION WAS OBTAINED ZONING DISTRICT HAMLET BUSINESS (HB) OU`"W 0 FROM A SURVEY DATED FEBRUARY 21, PER 40 FEET OF LOT FRONTAGE 150 4 4 <-f w ' ONE SHADE TREE 2024,MOST RECENTLY UPDATED APRIL 02, • LOT AREA 0.52 ACRES LL c=F 2025,AND PREPARED BY: r SOIJTHOLD.TOWNhjGOD1= § 2805• a o W ~a PLANNING APPROVAL PENDING W 8 O 3 W 5EGGAFICO LAND SURVEYING PG #OF AMOUNT AMOUNT m W y 5 W N.Y.STATE LAND SURVEYOR PARKING REQUIRED PROPOSED SUFFOLK COUNTY HD APPROVAL __- --- PENDIN6 z F o¢E NYS LIC.#051040 SPACES < c 500 MONTAUK HIGHWAY 4 TREES a <LL= MORICHES,NY IIg55 ONE TREE FOR EVERY 10 PARKING SPACES A 2 TREES (REAR YARD) a a ¢ (651) 876-0120 10 S.F. OF INTERIOR LANDSCAPING 19 190 S.F. 756 S.F.FOR EACH LOT COVERAGE x _ � * �c o z n PARKING SPACE SOUTHOLD TOWN GODS GI tAPTER 280 ATTACHMENT j4 IAAA ANDSGAPIN6 - - AREA COVERAGE a s=N o DESCRIPTION(FOOTPRINT) 22 850.0 S.F. 25% OF LOT - - - W AAA3: TOTAL LOT AREA AREA = 5,I I2.5 22 81 I S.F. z a<g o q TOTAL LOT AREA m<k Z G �3�/mo t PROPOSED LANDSCAPING 4,g60.0 S.F. 21.7% PROPOSED COMMERCIAL s W w->.< / o ¢¢> BUILDING(WITH FRONT ROOF 4,742 S.F. 20.5% =i a s PROPOSED PARKING INTERIOR W LANDSCAPING 756.0 S.F. 5.5% COVER) =Z / I G W t<O TOTAL LANDSCAPED AREA TOTAL AREA OF ALL STRUCTURES 4,742 S.F. 20.5% Z a:o¢a Q d W W / MAXIMUM LOT COVERAGE ALLOWED: 40% = aw z r `� ��A/� (2) 3 YARD -- DUMPSTER5 ZONING RE6ULAT10_N5,.MAIN BUILDING 15 16 EXISTING ROW OF - O 14 \ EVERGREENS SOUTHOLD TOWN;CODE,CHAPTER°280''ATTAGHMENT 4 O13 1 11 12 ® t� PROP05ED COMPLIES i... IO 10 4-) MIN.FRONT YARD 15.0' 15.0' YES U PROP05ED 2" 1 O ® NN fill < �_ MIN. SIDE YARD 10.0' 10.0' YE5 CALIPER SHADE MIN.COMBINED TREES TO BE NATIVE, SIDE YARDS 25.0' 44.4' YES DROUGHT-TOLERANT; N 1 U — 4 TOTAL 22 t l MIN.REAR YARD 25.0' &2.1' YES O 18 t (� MAXIMUM HEIGHT 35.0' 26b YES HATTDTG�CP PARKING SIGN 1 O 22.0'—J I� lq 1 -g'Xiq'-TYP O PARKING STALL NO PARKING SIGN OFF-STREET PARKIN6•REQUIREMENTS PROPOSED I 8'Xlq' ADA 1 O® ry O ® 1' rt 4 FLOOR AREA BY UNIT(5 F)s PARK N VAN-ACCESSIBLE r• TYPE Ql=USE iREQUIRED NUMBER OF - e'SpAr , BUFFER 1 1 , PA�RKIN6 SPACES ,, e5 "gr4 TGTAL_+ :R1=QUIRED' 10.0' 40.2' Q SIDEWALK t 4 I PER 200 S.F.OF ERo55 Ipq,� � MCIIAIO r Bbg5 165 4.4' RETAIL FLOOR AREA 43.8 ADJACENT �I 24.0 �. DWELLING TOTAL(ROUNDED UP)- w PROPOSED ONE 5TORY 1 J 0 cm COMMERCIAL BUILDING O j O' I'. OFF�5TREET PARKIN6-GOMPLIANGE PROP05ED USES m W .� ADJACENT BUILDING FOOTPRINT: I 1 COMMERCIAL OI �/ 4,42q S.F. p 3 UJ s N Q N z BUILDING ° w I' - REQUIRED PROVIDED W V Lu Q1 Q N TOTAL G.F.A. - FOOTPRINT j N d TOTAL PARKING SPACES Iq Ia a W a PROP.ROOF I + ROOF OVERHANG > 3'-O": j �•'1' I - ! COVER ZI Lo AGGE551BLE PARKING SPACES I 4, S.F. 1`" 3q.6'i I m VAN-ACCESSIBLE PARKING SPACES!s) I I o 0 co Q EX15T. FIRE 10.4' I t- + � V N I-PER TOWN OF 50UTHOLD GODS 260-•Tb N.._ HYDRANT 1 24.0' °-PER 2010 ADA STANDARD'FOR AGGE5515LE DESIGN,TABLE 20b2. ACES C +-V LISTED IN THEBLE ROW ABOVE TTHHEESSE SPACES ARm ARE NOT E AMMON&TNHEOAcCC ACCESSIBLE L ACCESSIBLE PA KII SPACES,,BBLrr 0 AL50 PROVIDE AN ENLARGED MINIMUM qb"-WIDE ACGE55 AISLE AS REO.b TO AGGOMMODATE A w N04EFLCMAIR LIFT. S 63045'40" W 130.00- EXIST.FOUND O O GONG.MON. EXISTING HEDGE 0; Lo N � � PROPOSED HERRINGBONE -1.5% MAX. SLOPE (TYP) c PROPOSED 2" CALIPER cl� � : << � JUN 1 2 2025 BRICK PATIO TO MATCH SHADE TREES TO BE NATIVE, r„-✓ �' ' PROPERTY TO WEST P I K E STREET R E E T s. N DROUGHT-TOLERANT;4 TOTAL : �`` '��� SOUTHOLD TOWN PROP05ED 51 TE PLAN . PLANNING BOARD SCALE: 1" = 50'-0" Qa W 6 • 6 SITE LAYOUT NOTES: PROJECT/ ZONIN6 D,4TA I. THIS IS AN ARCHITECTS SITE PLAN $ 15 w 5 Y SUBJECT TO VERIFICATION BY A LICENSED TAX MAP 1000-140-02-21 z F W 3 SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE EXISTING VACANT LOT F z~Q ARCHITECT'S BEST OF KNOWLEDGE. 2.SURVEY INFORMATION WAS OBTAINED ZONING DISTRICT HAMLET BUSINESS (HB) m w W E O Z j= FROM A SURVEY DATED FEBRUARY 21, 2024,MOST RECENTLY UPDATED APRIL 02, LOT AREA 0.52 ACRES o c 2025,AND PREPARED BY: a w r a PLANNING APPROVAL PENDING w s p-m a G PG m o a S tr SEGGAFIGO LAND SURVEYIN N.Y.STATE LAND SURVEYOR SUFFOLK COUNTY HD APPROVAL __-____ PENDING =Z 5 V) zEoQw NY5 LIG.#051040 500 MONTAUK HIGHWAY a W. a W_ MORICHES,NY IA55 QLL (651) 5,75-0120 o LL O W 4 QOLLoZ3 1.16HTING K)=Y Z O W Q ate?U OT TAG LABEL DESCRIPTION a z w a Y Ow O'='o ax=mm ¢,Soo: �w 2.-1 A SLIMS 20 DEG 28W 20 DEGREE 3K z m Q~0 ,„ ZQ W QO =Q 5 B WFRL&RI49FAI20W5 144 m W.3 z '/I I• <� LLWp 2NV W Z Z W / I 11 G BLEDS bW 3K m,z„E c o zm�oL Q W(7 F U— off, O JUN 12 2025 SOUTHOLD TOWN (D PLANNING BOARD noRam r uu'ea 1 ® U ®avDE fl TO Ee NAT:ve. - ,i Q f . PPDO T-TOLERANry4 TOTAL En_ a� +=�� � G09TINORONOP , J + "A"5LIM520 DEG "B"HIGH HAT 1 1 PROPOSED ONE STORY FIRST FLOOR-4A57 S.P. 1' J 0 Lf) f ` ® J W 1 nNe HEDGE ®� Bv � Q W Z I, W Wa- cYi 1 I _ � e�•1 G � a rA OV4M 7MMS TO EC FATN'l. DRZVaNM1TOLERANL4TMAL C: Si4 --- ---------------------------------- ------- ® c PROPOSED 51 TE PLAN "G" BLEDS c a SCALE: I" OENERAL 5YM50L KEY: r==l EXISTING TO FM,%IN MN FO.RVAnoK Km.L EZ MH Ko=FRAME O on 92 z z w 0 o 3: 07-z-w 40'-2" W 11.jq 101. 'am O IRL d) Fr z 451-1011 Z�Z< ,o - - -e> g -0 <0 0 17 7 0 t;8 7=17 I'Ll 0:0 (D C) C) 0" 10L.5. HOHT.1 JUN 12 2075 - rL5. H&HT. Ir-L.O. HCHT. IrLC,. H(5HT. l SOUTHOLD TOWN PLANNING BOARD V STOP PROPOSED PROPOSE ACE PROPOSED 5TORA61 PROPOSED STORAGE -7b5 S.F. 1,04-7 S.F. -STORAGE -Q— qclb S.F. 1,0&5 S.F. (UNFINISHED UNCONDITIONED) (UNFINISHED 4 UNCONDITIONED) (UNFINISHED E UNCONDITIONED) (UNFINISHED 4 UNCONDITIONED) LoCj co >: w Lu w o. Lo U DAP 10 kE C 0 (D 0 A 0 —:20'-0"— 0 ow • �A Lo 4$' cli N PROPOSED FOUNDATION PLAN WALE: 1/6"= V-0" W a OENERAL SYMBOL KEY: CSC �MCD W s x c mwo 9�EXISTING TO REMAIN �+FouroAnON�- JUN 12 2025 �a� FRAME F=* MEH WOOD _ Zo G C SOUTNOLD TOWN c z W IN PLANNING BOARD a a H o��aF 84-O" Jo=J yW K F Y W >> ma 43'-10" W Uw 0 3Q W C W O=Z J W Z PROPOSED PLANTERS =aQw (TYP.) ;PROP. o LL M.B OXWOODS 2' HIGH a o LL o 3 zwowaa oat Ica ■ e y a R w O N 8'=0" zZWZO 4v .`v..` v..\ti���.•\+`..\ •... ay.. .v. �..\ e..`v..`v..•: C W¢R>zQ �•.j,,- ^.' �i�gs ,ska..,L 5 i_On k:: �'E.'.a^.`. j '" 5'-Ou ��:• '.'-fi'..a ?'�.`• f co o W 3 Z z ?•..:•.x3/.,•: ',q ,.;?3'/c:.', .,•v ? q,' •.',.:"'•:'1 ?o-.::;?lv..'-',`.�.. ..' :: ?FS.•i:^ O O c'-J LL W O • ■ W l-SZ W N rW� V POSEIj' ` ' W��' y $ATE M I. 1-win ro 5F 1- o a co �.�.� O ^^`` O T W PROPOS i , - BAYHROOM m y`y F'RO--POSO - - 58 SF r I BATHROOM IN �i 4-j 8 SF r-1,10 (� O O I1'O" ui PROPOSED U i 1 GLIS. HGHT r BATHROOM L-- 5,6 SF — PROPOSED RETAIL - N TAKEOUT Q I I Oq4 S.F. I UNDER 16 SEATS GLG. H6HT. - - ___ rn 1 PROPOSED RETAIL N M 722 S.F. 14'O" 14'O" C.L.G. HGHT - 1 GLG. HGHT. I PROPOSED RETAIL PROPOSED RETAIL TAKEOUT Sbq S.F. 1,010 S.F. --- I UNDER 16 SEATS V N J to J J C) I mLz e'a ® a .. LJJ V V7 Z LU I. '''�! Pam• � O coa 20'-I" IS'-4" i;` 1, a (D C) to '� • ' �� ,�, / N CL 35 i I O� i L - - — — — — — — — — — — — — — — — - -- — — — — =- - —.— - - - .f* .., ,...! ......... ..F..,....1.. •'k'' "•1 C PROPOSED FIRST FLOOR PLAN PROPOSED PLANTERS (T,rP);PROP. BOXWOODS 2' HIGH I SCALE: 116"= 1'-o" 44'-5" c L(n 3q'--►" W Q a W gs ! m W O U J � 1�=Q Q U (11 N O W JUN 12 2025 Z p w t (OjZJ U Q��tli SOUTHOLD TOWN W w F Z PLANNING BOARD s m a m`�i3e O S Z J W 2U O QY1 �Q=W N MEQarzp= W= Qy Q� S O K On 3 MAX. ALLOnAB�_E HEIGHT r z J — — — — — — — — — — — — — — — — — — — — —__ -__—— — — — _ — _ _ _ — _ — _. 0.—w Q p N N W O W<Z O 1 R LL 2 Q Q 0 U O W. Ipipts N O W S Q IW— I Z R O Q R 4 1 W W rS N I = W WO U�Y Y _J rl 1 _ APPROX. ADJACENT BUILDING QD APPROX.ADJACENT BUILDING - L- U CONTEXT DIACRAM W co HrS + — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — e®gRC6;, Lo O Q nr Q OF %A Lo c� Jm � � W � m W V W z a Lu771 0. Ci 0Lo LL ° a 0 t>; a � o - a s c L/ SOUTH ELEVATION (FRONT) SCALE: ve° = r-0" c a� z • Zy W y m W O O Z�J U zr Q JUN 12 2025 LL J O W IIFYY ww� z SOUTHOLD TOWN :'0 o;M. PLANNING BOARD m�`>3 O=Z J �QFx-W Q aazwx LL= in C O_ z O W O x Z. z WOW a _ C N oaiaa=�� W 0 3 y W 6 R• Q - O N a-= gym a Q z z Q W Q 0 wzCz� o �=z�¢ cw3zz x =� owoy5 Ca Wo z zoom o (L z U Y y y�y J F> Q W W 6 K O f �OOCO i J� T U N m o T Q E_ NORTH ELEVATION (REAR) J � o � �: I/V= r-o° Jm W � J w .i inQ � > W v z Areol LL � V Q 't � ' O ® cli � to to- o O o a� w Q z y W Y 07 w O MCKEDW[ED os 3 J J 1 Q Q H W' U JUN 12 2025 ZQJV R. oJ�Q� SOUTHOLD TOWN W W o�i PLANNING BOARD W — x � x O LL O W= J 2 p W Q - p N rZ �Wa�.i R K LL Z Q W Q O u w W_ x 40 Z Z p ga�wx °.zcQic�ic� T WE5T ELEVATION (LEFT SIDE) C^)` MM� SCALE: 1/8•= I'-0" W W Q cn ` � 0 ?,ED AR Rl 3= r i to NZ C. W a Lo Lo ❑ - ❑ 10 IL 037413 Ln A�OF N� EAST ELEVATION (RIGHT SIDE) SCALE: va° = i'-o• - 0 ..Q o a� GUARANTEES OR CER/IFJCATIONS ARE NOT TRANSFERABLE UNDERGROUND U17LRIES SURVEY OF DESCRIBED PROPERTY E45MENM NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUAWnEED. THE OFFSET MONTY LIES ARE FOR SPEtDf I PURSPOSE HOWN AND USEN IHER&vRE AREUNOT�DED TD GUM WE STRCTURES TV VIE iDDE THEN SITUATE AT 11I471ITUCK ERECTION OF FENCES, RETAINING HAUACO POOLS PATIOS PLANTING AREAS TOWN OF SO UTHOLD ADDITION 10 BUILDINGS AND OTHER CONSIRUCRON.THE EXISTENCE OF RIGHT ' OF WAYS WETLANDS AND/OR FJlSEf1ENl5 OF RECORD, IF ANY, NOT SHOWN �� 0 �OTT�T/I�T� y�r YORK ARE NOT gEDANr® (J j�j l UNAUTHORGED AL7EITARON OR ADDITION 70 THIS SURVEY W A L7DLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP '` NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EIVBOSSED SEAL SHALL 3.C.T.M. No. 1000-140-02-21 NOT BE CONSIDERED A TRUE VALID COPY. ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCA710NS LOT AREA = 22,811 S.F. FROM HOMEOWNERS FIELD OMMA770AM AND/OR INFORW477ON OBTAINED FROM OTHERS SINCE MOST ARE NOT V79BLE THESE LOG471ONS AND DIMENSIONS CANNOT BUILDING COVERAGE = OX BE CERTIFIED. LOT COVERAGE = OX LOT CLEARING = 10OX ELEVATIONS PER NAV88 DATUM GROUND ELEVATION = 16.02' OL DARK BROWN LOAM Aa BROWN SILT 1V�57/ 3.01 PALE BROWN TO COARSE SAND T 0 1g.1 13.5' (ELEVATION 2.529 ail) R MOH.1g. 0 S9• WATER IN PALE BROWN FINE �INC� .9g' v w I TO COARSE SAND _,.-(20� i.�o ,!m is IL c w TEST HOLE JJON N BY MCDONALD GEOSERVICES DATE: 0312512026 WATER ENCOUNTERED 13.5' 16.5 BELOW SURFACE, ELV. 2.52' FND. 6'$' $ MON., N 0.1 0.3 N 0•'1 0.2 E Lti O • 18'g � � o w Z 615 PACE STREET O v -VACANT- No 5 A W o ti w� tj M CQ to IL w `o' V TESTEOLE w � EL.16.02 Z U W �+ . 15.8 • � pp w � o O CRB. 0.6 N CRB. 0.2WM N a 2.1 � CURB 172.618 SIGN CRB. 2.1 N to-OCONC. CURB ♦ 4T 0.6'W DRAIN® CONC. CU EP.15.51 EDGE OF PAVEMENT -EP.15.58 EP.h6.56 EP.15.44 BL BCURB -w-w-w-w-w-w-w-w-v-w-w-w- - -w-w-w-w-w-w-w-w-w-w-w-w-w-w-w-w-w-w-w-w-wow-w-w-w-w-w- -w-w- R01.16.19 W.a CRB. 0.2E S 63"45'40 .9 " W 130.00 CL.16.53 'CL.16.37 'CL.16.40 CL 16.64 CL 18.08 Rof.15.72DRAW —GAS G S GAS GAS GAS GAS—GAS GAS GAS—GAS GAS GAS— EP.15.84 EP.16.07 EP.18.05 EP.18:08 UP. �EP.15.95 LIP 7 PIKE STREET N°.6 MG�lmodmC (RAMROAD AVENUE) (27' WDE) JUN 12 2025 1 T SDUTHOLD TOWN �� g� PARKING LOT PLANNING BOARD V� V� of Nedy. SECC�9��c®'A C �� SECCAFICO LAND SURVEYING PC / 500 Montauk Highway c� �® �� Moriches, New York 11955 0sloao �. Phone: (631) 878-0120 Phone (631) 728-5330 D LAND s�t• pseccaffcogoptonline.net Pat C. Seccafico. PLS Pat T. Seccafico. PLS NYS Lic. No. 051040 , NYS Lic. No. 049287 0 410 212 0 2 5: TOPO copyright — 2025 Seccafico Land Surveying PC PROJECT No. 64582 SCALE: 1" = 30' DATE: 0212112024 e . . . . . . . . . . o-: .go-: : : : :-: : • '•-•':'-'-':::::::::::::::: �p-' ' :: ' : r: : : :' . .. . . . . . ° 00'. . . . . . . . .•.•. . ;. (2) 3 Y o.t TERS 0.0•'•'• • • • IS I EXISTING / N 0 • 0.2 I 13 0.0 7 E ENS :-.00:-:D4: •. a o.0 0.0 0.0 0.0 0. A : . . . . : ' : : . -7 II O 1 -.ON 0.0 0.0 0.0 0.0 • .0PROPOSED :2" r-ALIPER SHADE ¢ 6 N 6 TREES TO BE NATIVE, 1 0.1 :1-__ 0.1 : :Q� : •2 DROUGHT-TOLERANT; N 0 - 4 TOTAL . .0.1 H P .2 KING SIGN 22 .3 :2: 2 0. la 8'Xla' TYP P G STALL NO IGN 24 1.1 0.9 - 0.8 q.9 0.8 •. 0.3 exla a VAN- 551BLE 7.7 1.6 .8 3.8 4. .1 .3 .8 0. 1 BUFFER 'p;•;• .ii 10.0 8.3 1 5 1.9 70. D;•' 4 ADJAC :•:•:-:. D INO O :a 6 09 ADJACENT �0 GOMMERG O --- 9 0 W BUI O PRO F z ::;::.:. r�.j} • -:•:I m IV EX15TI E 10.4' : . 3 31 0 + HYDRANT24.0 Oa'. . . . .•. . . j- 0. 2A 1 0 '•:' to .0 ° 0.3 O.�i 0. --- --- La S 63°45'4CCW 0.i i 0.1 0.1- 0.1 0.0 0.0 0. 0. I�b.02�' EAOT. FOND G3CSC�C DM�D m GONG. MON. EX O PROPOSED HERRIN N '73% P)JUN 12 2025 BRICK P O MATCH PROPOSED 2" CALIPER PERTY TO WEST SHADE TREES TO BE NATIVE, SOUTHOLV FOYiN DROUGHT-TOLERANT;4 TOTAL PLANNING E0AE0 PROPOSED 51 TE PLAN Scale: 1 inch= 30 Ft. Scale:asnoted PROJECT#:262510 TfLghtirgMaysn,EZLayout,Eme yAnalysisaMo,Vls ISimulatronl'Lght,NDegn'IprovbedbyMBLghtirgln IBVB'irepeen avant gedpNKtunolgh gsytempedomanebaedupen Prepared For: Job Name: Meg;a,o�i�pM�.f- pphdby.thert.t-&qn -and hh o�� he��^"othee"fld-fiadbyUS there(orextualmeasuredresultsmayw,yIf-the wV Damin Sales 615 Pike Street ua ign paramete as n Date:4/28/2025 CASE#:01597056 a 28 Brunswick Avenue Lighting Layout PAedcesrwt wananry,either implietl or stated,xtual measured light keels orecegyconsumptron levels asmmpared to those ilkstrated by the LgMing Design 1� Edison,NJ08817-0377 Version Filename:615 Pike Street Lighting Layout 01597056A.AGI NABdoesvot--hly,,eitherimplkdorstated.rorrepesents the apW,pretmess.completemo1,suitabdityo/the LightingDeignas pliantMth any apptnabkrcguhatoy'ode reguim,-hsmththe a eap- th tion of ose y pared on drawings created nd submitted by PAS.The Lghting Design h issued.in whole or in,,an,as a ,-,documents for intormxkml aM commerce WrPoses"IV.n nd 408 W 14th Street,New York NY 10014 n-pteMedto consmctanm asaprtatep,ne t conath.-d-thantatknpaclage.am�i d�tbereiedupontpranyW� - o Drawn B S Elliott ~ 888 722-1000 rablighting.com y mmedu ey p or to a ry pattyo den g PAB p odu u ed in to ghfng De gn.the«ae ng w y must er y that the omen ou put or he ru u es xi g oMered ias s own on PAB s websik)maKh the lumen 0 outpN shown in the Lghfng Design.Oc<asionaly,LghhN Designs prevbusy provked use foam tat are then upd,-prior to an order aM such updates cook change the Boren output of the future.This in J Filename:C:\Users\sharon.elliott\RAB Lighting Dropbox\Lighting DesignUob files\Damin Sales\Damin Sales 105354\615 Pike Street\Working FilesWGl\615 Pike Street Lighting Layout 01597056AAGI hum cook impact to installed lighfn9 pertia-e that differs hom de Lghtirg Deign d — fV ys - 34. Z Plan View Iso View JUN 12 ?025 5�jU i NGLL'i JSkN PLANNING BOARD Scale:asnoted PROJECT# 262510 The LghtingAnalysis,EZLry t.EmgyAnalysisaM,,ViwalSimubtlon('Lghtig[ iqn')providedbyMBL'ghtmghKCBABlrepreunnanantkipatMyedKtonolghhngsytempeomu aCaseCupn ® Prepared For: Job Name: Mesgn parametenark infomutbn wpplkd by others.Theo deign paramem« hfwnution prov by°th«s haverKK ixen rek v«fied by PAS and tlurefore xtual measuretl resultsmay vary from tM Uj P twl f k<oMit'ons.MB r«ommerks that desgn paramettts aria other iMomutkn be fek sedfied to reduce varution. Damin Sales 615 Pike Street CASE#:01597056 a Date:4/28/2025 a 28 Brunswick Avenue Lighting Layout MB aces iwt wartanry,either lmplkd or stared,xtwl measurM light kveh w eregyconwmptan keels as compared to thou illustrated q the Lghnnq[ksgn t` Edison,NJ 08817-0377 Version A US does notwartan therim kdornated.n°rre t,thea ee,—kteresso,—bih f—L hb oa ha ae bt °d•r thtl Filename: n.ei a preen pWby p ry g g g°as,d— n m.pww e' °"` ewiremenfw xcep[on d tMu expressly staetl on drawings created antl wbmittM by MB.The Lghtirg Desgn is hsued,in whole w in pare,as adviwry documenn Iw inlwnutional aM confenk«e purpose only,h nd mtended for constrvction nor as a part of a p,,Wt's combustion dceumen—p,UW,and shook not be relkd upon for any purpou G 408 W 14th Street,New York NY 10014 Drawn SElliott yp- �p„ryw ng w Lg nV sign,t rgW"mastKriry tp�t ^g° Y� Immediate t°a aed MB mwtf°fedinme nt oe hewded tnatthelumen°� wtnerm°refbei rearedlafsn°wn°nMeswebfdelmat<nmeu,nan p 888 722-1000 rablighting.com output shown in the Lghtirg Oesgn.OccxonalN.Lghting Desgns previously provked uu f°ture that are[hen updated prior t°an order antl such update cab change the lumen output of the fuwre.This in J Filename:C:Wsers\sharon.elliott\RAB Lighting Dropbox\Lighting Design\Job Files\Damin Sales\Damin Sales 10535"15 Pike Street\Working Fi1es\AG1\615 Pike Street Lighting Layout 01597056AAGI wm,souk impxt the'mstalkd Ighhrg pedomunce that tliffers fiom the Lghtirg Desgn. d Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Description PtSpcLr PtSpcTb Meter Type CalcPts Site Illuminance Fc 1.38 10.3 0.0 N.A. N.A. Readings Taken at 0'-0"AFG 10 10 Horizontal CalcPts Site Property Line Illuminance Fc 0.01 0.1 0.0 N.A. N.A. Readings Taken at 5'4'AFG 10 N.A. Horizontal Luminaire Schedule Symbol Qty Tag Label Arrangement Lum.Lumens Arr.Lum.Lumens LLF Description Lum.Watts Arr.Watts Total Watts BUG Rating ® 11 C BLEDS Single 834 834 1.000 6w 3k 6.13 6.13 67.43 60-UO-G1 61-UO-G1 6 A SLIMS 20 deg Single 3514 3514 1.000 28W 20 Degree 3k 28.1 28.1 168.6 ® 3 B wfr16r149fa120wb Single 1189 1189 1.000 14w 13.5 13.5 40.5 N.A. Expanded Luminaire Location Summary LumNo Tag X Y MTG HT Orient Tilt 1 C 182.507 188.704 3.5 180 0 2 B 73.755 53.931 10 0 0 3 B 88.755 53.931 10 0 0 4 B 1 103.755 53.931 10 0 0 5 A 151.433 59.5 12 0 0 6 A 151.433 98.711 12 0 0 7 A 148.807 103.657 12 90 0 NOTES: *The light loss factor(LLF)is a product of many variables.RAB's standard is to use the initial 1.0 LLF in accordance with most municipal 8 A 110.898 103.657 12 90 0 lighting ordinance light trespass requirements,unless otherwise noted. 9 A 85.771 111.49 12 90 0 •Illumination values shown(in footcandles)are the predicted results for planes of calculation either horizontal,vertical or inclined as designated 10 C 182.507 163.704 3.5 180 0 in the calculation summary.Meter orientation is normal to the plane of calculation. •The calculated results of this lighting simulation represent an anticipated prediction of system performance.Act 11 C 182.507 138.704 3.5 180 0 ual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of RAB Lighting Inc. 12 A 131.085 103.657 12 90 0 13 C 83.342 187.389 3.5 290.559 0 *Mounting height determination is job site specific,our lighting simulations assume amounting height(insertion point of the Luminaire symbol) to betaken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. 14 C 107.127 195.088 3.5 290.559 0 'RAB disclaims all responsibility for the suitability of existing or proposed poles and bases to support proposed fixtures.This is the owner's, 15 C 130.912 202.788 3.5 290.559 0 - installer's and/or end-user's responsibility based on the weight and effective projected area("EPA")of the proposed fixtures and the owner's site and soil conditions,wind zone,and many other factors.A professional engineer licensed to practice in the state the site is located should 16 C 154.697 210.487 3.5 290.559 0 be engaged to assist in this determination. 17 C 66.939 154.808 3.5 0 0 •The landscape material shown hereon is conceptual and is not intended to be an accurate representation of any particular plant,shrub,bush, or tree,as these materials are living objects,and subject to constant change.The conceptual objects shown are for illustrative purposes only. 18 C 148.628 152.904 3.5 0 0 The actual illumination values measured in the field will vary. 19 C 114.533 147.712 3.5 180 0 •Photometric model elements such as buildings,rooms,plants,fumishings or any architectural details which impact the dispersion of light must 20 C 129.649 49.048 3.5 270 0 be detailed by the customer documents for inclusion in the RAB Lighting Design.The owner/contractor/customer/end-user must provide accurate and complete construction drawings that reflect what will be the final construction RAB is not responsible for any inaccuracies caused by incomplete, inaccurate,or outdated information provided by the owner/contractor/customer/end-user. Total Quantity:20 •RAB Lighting Inc.Luminaire and product designs are protected under U.S.and International intellectual property laws.Patents issued or pending may apply.Please see www.rablighting.comlp. •The Lighting Analysis,EZLayout,Energy Analysis and/or Visual Simulation("Lighting Design'provided by RAB Lighting Inc,("RAB")represents an anticipated prediction of lighting system performance based upon design parameters and information supplied by others.These design parameters and information provided by others have not been field verified by RAB and therefore actual measured results may vary from the actual field conditions. RAB recommends that design parameters and other information be field verified to reduce variation. •RAB does not warranty,either implied or stated,actual measured light levels or energy consumption levels as compared to those illustrated by the Lighting Design. �J U N( 1S 2 �2/0 L255 •RAB does not warranty,either implied or stated,nor represents the appropriateness,completeness or suitability of the Lighting Design as compliant with any applicable regulatory code requirements with the exception ofthose expressly stated on drawings created and submitted by RAB.The Lighting Design is issued,in whole or in part,as advisory documents for informational and convenience purposes only,is not!-ritencled for construction nor as a part of a project's construction documentation package and should not be relied upon for any purpose. SOUTHOLD TOWN PLANNING BOARD 'Immediately prior to any party ordering RAB products used in the Lighting Design,the ordering party must verify that the lumen output of the fixtures being ordered(as shown on RAB's website)match the lumen output shown in the Lighting Design.Occasionally,Lighting Designs previously provided use fixtures that are then updated prior to an order and such updates could change the lumen output of the fixture.This in turn,could impact the installed lighting performance that differs from the Lighting Design. Scale:asnoted PROJECT#:262510 The Lighting Analysis,UL'yout.EnergyAnah/sisand/orY alsimutationCLightingDesign)pmvidedbyRAELightingIncrBAB)representsananticipatedpredictionoflighlingrAtemperformancebasedupon ® Prepared For: Job Name: design parameters and irdomsati--ppred by ogep TMme design parameters and information pmvided by others have not bee field,,!red by RAB andthereforeadual messuredre results wyvaryhom the w Damin Sales 615 Pike Street CASE# 01597056 actoalfieldconditions.RABrecommends that des dothe,informationbegeld.�Medtoredece•arlation. Date:4/28/2025 a 28 Brunswick Avenue Lighting Layout RAB does not wananty,either Implied or stated,actual measured light levels or energy consumption levels as compared to those illustrated by the Lighting Design. I� Edison,NJ 08817-0377 Version A Filename:615 Pike Street Lighting Layout 01597056A.AGI RABdoesnot-my.either Implied or stated,nor represents the appmp Lateness,completeness or suitability of the Lighting Design as compliant with any applicable regulatory code requirements with the x exception of those expressly stated on drawings created and submitted by RAB.The Lighting Design Is issued,inwhole orin pars,as advisory documents for Informational and convenience purposes oniy.I,not 408 W 14th Street,New York NY 10014 intended for construction nor as aprtofapmlect's construction documenationpacUge,and should not ber i won for any Wrpose• OI Drawn By: S Elliott Immediately RAB products used in the❑Lighting Design. pa Irythatthewmene of dered(as shownon RAB's w Iaslte)match the[men 888 722-1000 • rablighting.eom y. g g g g tympa am gor output shown In the Lighting Design.occasionally.lighting Designs previously provided use frxNres that are[hen updated prior to an order and such updates cook change she lumen output of the future.This In J Filename:C:\Users\sharon.elliott\RAB Lighting Dropbox\Lighting Design\Job Files\Damin Sales\Damin Sales 105354\615 Pike Street\Working FilesWGl\615 Pike Street Lighting Layout 01597056A.AGI ormcc uk impact the loraned lighting performance that differs from the Lighting Design. a D rn C51 HBO r N CD ,ITT. rf o rt O CTl m C: _ z :u m = CO H Z m m M c O Dim ~ mo D O D r O Z = -n ,� mmm m m O m m HC mmC H mo < � o D r m H mm m D m O m m Z 0 I — o Z O 2 D O O O p p z m m � � - 2 p O D D m Z CO Z r D D m cl E O r1 1tt t. , FA x Z D OO Z m Z � � m � 2 m D cz CO m m `co MAP r H � 2 m D C O O O C m 0 m D � 2 O D 3 O �{ t m w a CO m Q rti D C p � m CC D � � CYI H . 0 r N (DD 0Cf0 CO m H � Cm W a y y G m ml > 0 D c m O O N - m � D D m 00 m D C W i � -A OZm HOD '. 1 > � D O Al 3 C } I 1 � D � D Z _ m fi4 i c O m O m i O c D n 1 O O I D - � O 0 1 .r t y c Z 44- CO c CD O C m � N D m -1 cn r � 7�.3': ' -� D N m O N r ` O � O n 0 k � r m h—I D r � H r A A< rn ym O m O zU > z Z T a � iT1 ffttli l�'ff N D � m Dr= mZ z v� 8 C7p A� 7c4p M = N N mrn Fn� <O �rZrprD z pa �0 p- Q Dz 7[ pZ ?U ��mDmp p O O o p m r > X nD rn� rn r- ppr ��zD� m �1 T Al DODO i m� m i i I in z mz z z D�Dz nz m> rfFIT E rE Am D rl T n ry non rn x + 3 2 N rn Y m A + C CD D a n G C m N CA • .. ■ ■ SIM,A,. \•� a i• , ii�� 'sir ' 'rI' -� 1 ' w• • D rn r � TI o cf)C o N n cn (31 D � co co w D C m c 0 < z H � m �' � x ( rD Pa m0 a z < U) O v cn c) m W v n '-' -0 O F � m m c m m � o o f 0 m _ D DN w D 0 4 O m D Q - m = 0 = 0 m o m m < D � > jom 70o W m -< r Z r m Z mp O m 0 O C oo n 0 O O D O � W � � H r � m m r m m �j m m � O O z m co O O 0 O m O m 0 o z � m O m z z o 00 z z z z m cn U) C/) H C m m m m O O P a m 0 m 0 m m m 0 Z t m m m a 3 1 n o � m m + CO c D Q � > C m fD m I , y 1 1 � ,. .. L_.„ F., _ i -it WE 10 � 1 1 m I� 1.• A, �•i r tr. � , J ' r 1 , I ti L J.. YL i � �� �, l� i -, I� y --�, � .2 �:`�� i 1, .,� ,, • � -� �, = -,..�. irn l r-a�ri... .' -. . � * ' :." r, �, -r;. a.:- • i ���1' r:_ 1 ' .l �,•i art. R � i. . •`• i'":. 'hY 1 •'-:+ ,,�. r;of��_ •� •, �.r�' '`1 �, 'f�' •a• IA .�, � � f -mot rj_ r },/q �j� ff, ')��,?�• NNW a J l , f I t ti "JN - I10: ` S• '�!»II'�1��, •IIII�I I'Iilli��1� ► i l'i'III'llllillll I'lll,hI t,l, ••� I'I i � I I lul{tl��' , IIII, I Inlfi IIII `I t lil i,Ii�II , ► � __ r .� III „III I���,� I •�. 1 :-- - R ice,k; •4 _ —71 ZZAK 01 yt y t -- _ " ��� -�•._Vp�h t' .1,. `�..:.1�' . .Q �ty� t�t't ram',+}'- �' � _ •1�_ .,.y� .r:S��.+v. '} ./" _ .., .. i} < 1 Presubmission Materials :S"v -1 13C FORM NO. 3 MAX 0 7 2025 TOWN OF SOUTHOLD sourfiOLD I-OWN BUILDING DEPARTMENT PLANNING BOARD SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 7, 2025 TO: 615 Pike St LLC 350 Brook Ln Southold,NY, 11971 Please take notice that your application dated March 20, 2025: For permit to: construct a one-story commercial buildinp-with 4 retail/takeout units and basejqje�p,t,stor mat.: Location of property: 615 Pike Street Mattituck NY County Tax Map No. 1000—Section 140 Block 2 Lot 21 Is returned herewith and disapproved on the following grounds: The vrotiosed construction in the 7-onillgAstrict 1113 is not Permitted pursuant to Article xceDtion from the zoning hoard., In addition,the Dronosed construction Town Plan You may now apply to these agencies directly. �AQI'TAJ X. AViorized Signat®r Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board CC: file, ZBA ^ � 14� q r d`PIC' l� SITENPLAN,USE DETERMINATE ial�R 0 2025 ] anlc)d u:,TOWN a l e I n i t i Dterminationw��, C Date ���� �a. . .�� Date: 0'� 2,� 2 P rod e ct Name .._ .. :l�_.. Project Address; _.. �..._.- .... n..._.__..._.._. I LIDZoning District Y.. Suffolk County Tax Map No.. 1000-_ _w .-- q w . .... � ,: �w_ b.uil Request (Note- Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is perrnitte& 2 ..._—._,�..�_.�.. ..w ,_. ...a. _.__. _.. _... . Initial Determination as to whether site plan is required: _ _..,w. ... . _... .. ...._ - .M ignature of B SJa uilding Inspec r S / j.... 5.. ...n._ . ... .. Planning Department (P.D.) Referral: Date of Comment: P.D. Date Received: a5 �� ►1� c .....w Comments:_...._...w__.._..._ _..., Signa re of Planning Dept, Staff Reviewer Final Determination Date: Signature of Building Inspector q�v FOR INTERNAL USE ONLY EMIR ��� SITE PLAN USE DETERMINATION TOWNInitl�termlnatlon OARD Date: �� � Date Sent: Project Name: v ai Project Address.,._i .. w _. Distric Suffolk County Tax Map No.: 1000- � w ._..`...._... W.._ g _........ _, .......a. __H ._ .._........_._ Request: �( . .. ..,. . �.._.. _ _.. s should (Note: Copy of Building Permit Application and supporting documentation as to proposed use or use be submitted.) Initial Determination as to whether use is ermitted: , I I Determination as to wet q Initial whether site Ian is re uiredw Signature o Building Inspec . r Planning Department (P.D.) Referral: ...._ .__..._....__. ��_ _.._.n._�...w�..�......_ ... .�.. ...._._��._. .. .w. _ .,_..�.. ..._M_.._ _.... ...�.�...�.�_.w... .... _„ .._.w..._, P.D. Date Received: �_� Date of Comment: Comments;_,, , .._.. ..._ _._ _..._. .�_..., w ..._w. .._m.__._ .. _ w_..._..._ __._..� �.�._.....,,,_. Signature of Planning Dept. Staff Reviewer Final Determination Date: �. _. m..�. ... Decision: Signature of Building Inspector q TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ltt :/� w »< ut.l�oldto ,l'xtat'ar Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only NE C E0VE PERMIT NO. � _ Building Inspector:M..... ... _..._......,..�....,... k A 2025 Applications and forms must be filled out in their entirety.incomplete applications will not be accepted. Where the Applicant is not the owner,an Sullcling 13011'artment Owners Authorization form(Page 2)shall be completed. Town Of Southold Date: OWNER(S)OF PROPERTY: Name:615 Pike Street LLC (Stephan Mazella) SCTM#1000-140-02-21 Project Address:615 Pike Street, Mattituck Phone#:631-848-8734 Email:chefmazz@gmail.com Mailing Address:350 Brook Lane, Southold CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 :::��Email�:�b�eppierson@amparchitect-com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 mail:aportillo@amparchitect.com CONTRACTOR INFORMATION � _,.�,,,, Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION WNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $500,000 es? *Yes ❑No Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premis 1 PROPERTY INFORMATION Existing use of property:Vacant Intended use of property: 1 Story Commercial Building Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Hamlet Business this property? ❑Yes *No IF YES, PROVIDE A COPY. N Check Box After Reading: The owner/contractor/design pmfessksnal Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPUCATIQN 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 bullilm additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with ell applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary hispeWons.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. Application Submitted By name):, � � �,- t,vr� WAUthorized Agent ❑Owner Signature of Applicant: Date: g -311� z� Si STATE OF NEW YORK) COUNTY OFS,g4*- V,) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signin ontract) above named, (S)he is the Agent (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of r 1, 20 a Public WRvi~C€ Ui•E-N',i &f CR< PROPERTY OWNER AUTHORIZATION gee+ iK,,,f-atioi-, r,lo. 01PIU0019644 (Where the applicant is not the owner) O ,s I f e ssL,frul C unty 9, 2021 1,_. ... -� ........,.___ _ residing at_. 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