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HomeMy WebLinkAboutBlue Marlin Realty, LLC Cantrell, Elizabeth From: Karol Carvajal <karol@lslandwideengineering.com> Sent: Friday, June 5, 2026 9:40 AM To: Cantrell, Elizabeth; Hobson, Thomas Cc: Jeffrey Patanjo; Hailey Jackson Subject: Re:450 Blue Marlin Drive Southold-Trustees SCTM No 1000-57-1-26 Good morning Elizabeth and Tom, I wanted to let you know that the proposed plans for the above-referenced project were denied by the ZBA. As a result, we will need to revise and resubmit the plans before moving forward. Therefore, we kindly request that the public hearing currently scheduled for June 10 be postponed and that the application be placed on the July public hearing agenda instead. Thank you for your understanding and assistance. Best regards, Karol Karol Carvajal Project Engineer C: 516-707-4073 l� ro1�3� � ig�•f�eerir ,� ISLANDWIDEI LAND SURVEYING 280 Main Street, Suite 1 Farmingdale, NY 11735 From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent: Monday,June 1, 2026 3:43 PM To: Karol Carvajal <karol@Isla ndwideengineering.com> Cc:Jeffrey Patanjo <Jeff@ Isla ndwideengi nee ring.com>; Hailey Jackson <hailey@islandwideengineering.com> Subject: RE:450 Blue Marlin Drive Southold-Trustees SUM No 1000-57-1-26 Oh, that's good news. I will put a note on the Board's field inspection agenda that you are re-staking the new location. Thank you. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631) 765-6641 From: Karol Carvajal<karol@Islandwideengineering.com> Sent: Monday,June 1, 2026 3:30 PM To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Cc:Jeffrey Patanjo <Jeff@ Isla ndwideengineering.com>; Hailey Jackson<hailey@islandwideengineering.com> Subject: Re: 450 Blue Marlin Drive Southold-Trustees SCTM No 1000-57-1-26 Elizabeth, Thank you so much for the update. have added the public hearing to my calendar. I also wanted to let you know that my coworker will be staking the site tomorrow. Thank you for letting us know. Best regards, Karol Karol Carvajal Project Engineer C: 516-707-4073 aroi Islandw deF erin ,corn ILAN DE i LAND SURVEYING 280 Main Street, Suite 1 Farmingdale, NY 11735 From: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent: Monday,June 1, 2026 2:33 PM To: Karol Carvajal <karol Islandwideengineering.com> Cc:Jeffrey Patanjo<Jeff@Islandwideengineering.com>; Hailey Jackson <hailey@islandwideenBineering.com> Subject: RE: 450 Blue Marlin Drive Southold-Trustees SCTM No 1000-57-1-26 Good afternoon, 2 Sorry for the delay in my response. Yes this application is scheduled for the June 101" public hearing. Regarding the staking I am still awaiting a response to my email from the Trustees on whether or not they would want to go back out to the site. At this time no one has responded to my email so it may be proactive to just stake out the new location in case they do want to visit the property again. Seeing as how Wednesday is field inspection day if there is no time at this point for you to stake out the new location please advise. Thank you. ECiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631) 765-6641 From: Karol Carvajal <karol Islandwideengineering.com> Sent: Monday,June 1, 2026 9:14 AM To: Cantrell, Elizabeth <elizabethc@town.southold.nv.us> Cc:Jeffrey Patanjo<Jeff@ Isla ndwideengineering.com>; Hailey Jackson <hailev@islandwideengineering.com> Subject:450 Blue Marlin Drive Southold-Trustees SCTM No 1000-57-1-26 Good morning, Elizabeth, I hope you're doing well. I'm reaching out regarding the 450 Blue Marlin Drive project. Could you please let us know if this project will be on this month's agenda? Additionally, since the proposed house was relocated based on comments received during the public hearing, could you please advise if we need to re-stake the house? Thank you in advance for your assistance. I look forward to your response. Best regards, Karol Karol Carvajal Project Engineer C: 516-707-4073 Karoi IsiandwideEn ineering.S>or ISLA 's/ , IDE ! LAND SURVEYING 280 Main Street, Suite 1 3 Farmingdale, NY 11735 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 4 Glenn Goldsmith,President �O��S�FFO(,f-�OGy Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 Eric Sepenoski y ,? P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Joseph Finora l '�� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: CP 2 Completed in field by: 1((00 CONTINUED FROM 4/15126 REVISED SITE PLANS SUBMITTED 5115/26 Islandwide Engineering & Land Surveying on behalf of BLUE MARLIN REALTY, LLC requests a Wetland Permit to demolish existing one-story dwelling including all footings and associated appurtenances; construct an irregularly shaped 65.23' x 37.9l' two- story, single-family dwelling with attached garage, a 5'x20.3' covered front porch, an 8'xl 1' west covered porch with 2'x4' steps; remove existing sanitary system and landward of dwelling install a Septi-Tech STAAR 0.75 I/A sanitary system and 200' of Quick 4 Plus Standard Infiltrators; install gutters to leaders to dwelling along with driveway to a 14.8 linear foot trench drain to catch runoff; install silt fencing around work area until site is stabilized; and to maintain the existing 15' wide non-turf buffer area along the landward edge of the bulkhead. Located: 450 Blue Marlin Drive, Southold. SCTM# 1000-57-1-26 Type of area to be impacted: / Saltwater Wetland Freshwater Wetland Sound /Bay Part of Town Code proposed ork falls under: ✓Chapt. 275 Chapt. 111 other Type.of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: agV ' 10s c Q Present Were: ✓ G. G dsmith /N. Kr skiE. Sepenoski L. Gillooly ✓ J. Finora z x 10a MAP OF SOUTHOLD �3 10.6 SHORES AT ARSHAMOMAQUE ppsE°5 SITUATE AT GREENPORT Epp'/ x 1 TOWN OF SOUTHOLD � �� 0 x rn ' ��G �� SUFFOLK COUNTY, NEW YORK LLJ = 0 _ vDO o ® ®� SCTM: 1000-57-1-26 z o d/ w U 1.4 � Q3S0'-5j _W 0`KPP�ME�EpGE x / '.�' OV4 s osl 1.6 PROPOSED 4'PVC GRAIN PIPE PROPOSED DRIVEWAY CULTECH @ 1%MIN SLOPE FOR 23.40LF .y E® 100.00 2.0 RECHARGER 30OHD rw_.,� ? - - ,P p INV OF 4'PVC=7.79 cn w x 10.3v'' 11.0 EXISTING OVERHEAD z'"iO WIRES TO REMAIN E o $9 vM 2.2 ` •0 X o u PROPOSED 200'QUICK 4 PLUS STANDARD SANITARY CALCULATIONS $�=w ______ INFILTRATORS(fYP-4).SEE SOIL BORING UP < - '- 2 �- FOR LIMITS OF EXCAVATION AND PROFILE TANK CALCULATIONS: \\x \ 3• (1 O FOR MEANS AND METHODS OF EXCAVATION FLOW=6 BEDS X(110 GAUDAY)=660 GAUDAY \ \\ O. CAPACITY FOR NORWECO HYDROKINETIC MODEL 800=800 GAUDAY 0 m o m 1 \ w z> wN 2 \ (\ \ INFILTRATOR CALCULATIONS: 3 m 169.66 \� PROPOSED FUTURE FLOW=6 BEDS X(110 GALIDAY)=660 GAUDAY H a o o cYi w rc EXISTING \ \\ \ TEST EXPANSION(TYP-2) 660 GAUDAY I(2.83 LF)/(1.2 GAUDAYISF)=194.3 LF PROPOSED 14.8LF TRENCH \ \ ` x 0.7 WATER \ $ \ \ BORIN 194.3 LF REQUIRED DRAIN TO CATCH RUNOFF (-7\\ SERVICE TO \ \ v, o \�a\ HOLE.S E 200 LF PROVIDED RIM EL.11.0 k \ \ o T \y INV=10.0 \ REMAIN \\ \ o. < r� \N\SHEET2 N ABANDON EXISTING 4 ROWS OFSOLF STANDARD INFILTRATORS SANITARY SYSTEM �\1o\\ p P \ \ \ �+o PROPOSED ROOF DRAIN CULTECH REMOVE EXISTING \ \ \\ \; RECHARGER 28OHD(TYP-2) Z DRIVEWAY 11 \ \ \ \ \ VA �Go INV OF 4'PVC=7.79 g \ >+ \ \ \ \ \ VE \ d �_ m 9 11.1 lFr \ w \ \ SITE PLAN PROPOSED DRIVEWAY\ \ 'Is' TO MEET EXISTING PROPO\\ , PROPOSED 4'PVC DRAIN PIPE v \ D Z� �0 @ 1%MIN SLOPE FOR 17.15 LF q 1 .7 1.,SEPTI-TECH STAAR SCALE:1"=30' DRIVEWAY �f \\ 0.75 VA SYSTEM 0 O Q oo PROPOSED 1,500 GAL CONC SEPTIC TANK TO BE VENTED I!A ELECTRIC LINE� Q �- P� THROUGH THE HOUSE 0 15 30 000 \\\1?PVC IA AIRLNEK N NOTES: nG�G \\ \\ \ IlA CONTROL 11.0 \ -- Ow 1. ALL PROPOSED SANITARY LINES TO BE 4"0 SDR35 PVC PIPE m 6 �\t PANEL & UNLESS SPECIFIED OTHERWISE. \ y \ PROPOSED w 2. NO NEIGHBORING WELLS WITHIN 150 FT OF THE PROPOSED \ 102 SF -_•, SANITARY SYSTEM. P stOR COVERED I I�J_ 11(( 9 u Z > o 3. NO EXISTING DRY WELLS WITHIN PROPERTY LINES. < 'Ep OwE \NG PORCH 1J Z g y Z 4. ALL UNDERGROUND STRUCTURE LOCATIONS ARE APPROXIMATE PROPOSED 4'PVC DRAIN PIPE o �\ 9oseD p?yo f;\U! las \ \ , z AND MUST BE VERIFIED BEFORE CONSTRUCTION BEGINS. @ 1%MIN SLOPE FOR 17.25 LF �'�, \ P-0 Gs j S\NG��POSEp O0Eps1 5. REFER TO ARCHITECTURAL DRAWINGS FOR ALL INTERIOR HOUSE .o E�=\' lQR \GNEO OSF )S•( Z z DIMENSIONS REMOVE EXISTING GF• IOEs F�o2.SysE \ A m DRIVEWAY 15 2026EWAY \\ 1SNpFU,1�,A� \ F EXISTING WATER LINE 11.6 TO BE ADJUSTED x 1 11.3 z y SEE SHEET 2 PROPOSED 88 SF / / '\ Oo -- w a o COVERED PORCH �� �o\N� Southold Town, f Q FOR DIMENSIONS. PF d\, _ \ 9�o / �\r �o Boatof Trustees PROPOSED SILT FENCE PROJECT1-4 11.5 \ LOCATION � DRAINAGE DESIGN CALCULATIONS \� TOE' \ \ LOCATION MAP TOTAL AREA(A): 22,650 SF OR 0.520 ACRES � TWO STORY DWELLING: 2,220 SF(IMPERVIOUS) COVERED PORCH: 190 SF(IMPERVIOUS) N REVISED DRIVEWAY: 2,405SF(IMPERVIOUS) E\-EVE \`•� ���'- ~O LAWN&LANDSCAPE: 17,370 SF(PERVIOUS) ZO o�. (E / \ _ l IMPERVIOUS AREA(BUILDINGS): 2,410 SF IMPERVIOUS AREA(DRIVEWAY): 2,405 SF \ TOTAL LOT AREA= / \ `\.\ 4��✓ �'O z m 22,650.07 SIF / \\ / � PERVIOUS AREA(LAWN): 17,370 SF OR / o, \ Q O EXISTING ONE STORY �_ 0.520 ACRES / ' ��\ a°° � 1O BUILDING DRAINAGE CALCS: 2,410 SF X jX 1.0=401.66 CF SINGLE FAMILY DWELLING O\ 'g4�, ' LU O w PROVIDED: (2)CULTEC RECHARGER 28OHD WITH 14 CHAMBERS AND 6 CAPS TO BE DEMOLISHED Z O TOTAL STORAGE CAPACITY=244.92CFX2=489.94CF INCLUDING ALL FOOTING \\\\\ 1 O 00' �o�. / O3:j o AND ASSOCIATED 0 ` rn_ DRIVEWAY DRAINAGE CALCS: 2.405 SF X j X 1.0=400.83 CF APPURTENANCES Wp00EXISTING \ L17 (- LAWN 8 LANDSCAPE CALLS: 17.370 SF X jX 0.2=579 CF EX\ Hp u WIDE NON-TURF TURF BUFFER PER TOWN \ ,.J Q TOTAL DRAINAGE CALCS: 400.83 CF+579 CF=979.83 CF BU1� \\ ,t. PROVIDED: (1)CULTEC RECHARGER 30OHD WITH 12 CHAMBERS,4 CAPS, yx 0 0', w SOU MAINTAINED TRUSTEES TO BE UN D TOTAL STORAGE CAPACITY=1,049.16 CF s $9°15' MAINTAINED OV=Eh� NOTE: ALL DRAINAGE RUNOFF TO BE CONTAINED ON SITE IN STORM DRAINAGE STRUCTURES AND WITHIN PROPERTY LINES.THERE WILL BE NO RUNOFF INTO SURFACE WATERS. LL DRAINAGE NOTES: f'- 1. ALL LEACHING DRAINAGE PIPES TO BE 12'C.P.P UNLESS OTHERWISE NOTED LLI 2. ALL ROOF DRAINAGE PIPES TO BE 6'P.V.0 UNLESS OTHERWISE NOTED __ LLI 3. PROVIDE CLEANOUTS ON ALL ROOF DRAIN PIPE BENDS z w PUB�S,N ,�VOS 2� M X 10,6 EXIST.GRD=11.0(WARD BROOKS SURVEY) i SE DARK BROWN ORGANIC W 0\5� �x ORGANIC CLAY OH Lii = 00 ? `f W+/ HIGHEST EXPECTED Z ® / ®�®V /�,/ p 1 2, CLA BROWN FAT CH GROUNDWATER EL.5.05' O s.z 6.0' BROWN 0 w 1.4 I WATER GROUNDWATER EL.4.9 O a "BV\C 1�V0 fOGE x FAT TCLAY ML rZI J 5 B1X M S PPS 'y/'" WATER IN LIGHT BROWN SUFFOLK COUNTY WELL DATA 0\5 /.N UP 8.0'-12.0' COURSE SAND SP WELL#S-16780.1 ,l \r �{ / HIGHEST G.W.EL.=5.43'(03/27/07 NAVD88) S (\v 1.6 i o rz- WATER IN BROWN G.W.EL.CLOSEST TO TEST BORE=5.18'(12127122 NAVD88) z 12.0'-15.0'FLAT CLAY CH DIFFERENCE IN ELEVATION=0.25' X 11.2 „N EppE 100.00 2.0 15.0'•18.0'WATER IN BROWN G.W.EL.TEST BORE=4.8'(06/06/25-NAVD88) coo O 0 O CLAYEY SAND ESTIMATED HIGH G.W.EL.=5.05'(NAVD88) i N H ' � \\ .ate" x 10,3 Wow P SC 11.0 WATER IN INTERLAYED 'Ohl' (Il 18.9-39.9 BROWN FAT CLAY AND CH BROWN CLAYEY SAND Sc BORING BY:SUFFOLK COUNTY R w tB SOIL EVALUATIONS D x • \ o C.>7j TAKEN ON:JUNE 6,2025 a F y 39.0'-05.0' WATER IN PALE BROWN SP d UP �\X (1 p FINE SAND = m uz J w i> o 2 �'O. 10 \\\\ \ NOTES: 6 9 u a a gc Y >> 5 5' \ (1 \ \ �j 1. GROUNDWATER ENCOUNTERED AT 6.2'BELOW GRADE. ' \ \ \\\\ \ \ 2.EXCAVATE 8'BELOW GRADE TO NATIVE 4FT LAYER OF'SP"OR"SW s A \ \ `\ \ x 0.7 SAND,REMOVE UNSUITABLE SOILS,AND BACKFILL WITH CLEAN SAND. `T\ 1 TEST BORING HOLE `,�� s N.T.S. \ \ oo � Z N\ \ O Z d B9 II\ W F-2 fn 1C .7 o O o 4 ; •00 o L S P SAS \ \ ' =c z 00 11.0 \ ix w Z) SCALE:1"=30' �9� \ 2 \ \ o pE Z ��5\aEN LOT COVERAGE wg 0 2' DESCRIPTION AREA PER 0 15 30 �a5 ' W z a Z No \\ \� \1•%� I r �06 \ TOTAL LOT AREA 22,650.07 SF ADJACENT AREA(UPLAND) 22,268.59 SF 100% ¢z g X 1 11.6\ o- 5g25 11.3 MAX.ALLOWABLE COVERAGE 4,454 SF 20% ,gym„ w 00o EXISTING COVERAGE �Qf z s EXISTING 1 STORY DWELLING 2,230SF 10.01% w #350 NCE I /_ r• N EXISTING DECK&STAIRS 312 SF 1.40% STY RE510E / VOOp ,�q2 _� I �( FENCE PROPOSED SILT EXISTING EXISTING FRONT PORCH 116 SF 0.52% 11.5 \ EXISTING ASPHALT WALK 121 SF 0.54% F—i \ \ PIER LINE 3• \W EXISTING DRIVEWAY 2,366 SF 10.62% O TOTAL EXISTING COVERAGE 5,145 SF 23.09% F PROPOSED COVERAGE z_o> EV \ PROPOSED 2 STORY DWELLING 2,220 SF 9.97% F" J F-Z \ � Zm \ TOTAL LOT AREA= r \ PROPOSED PORCHES AND STEPS 197 SF 0.88% ¢U 0 n 22,650.07 SF / Via, / w U In W OR o./ 1,800 SF 8. W z Y lij U 'L�\ 0.520 ACRES PROPOSED DRIVEWAY 08%/ p p\\\ a TOTAL PROPOSED COVERAGE 4,217 SF 18.94% O p LL ]o 100.00 EXISTING IF WIDE NON-TURF E v E I Es BUS W BUFFER PER TOWN OF ' /5'0 0" � SOUTHOLD TRUSTEES s EGorA,G BP M AY 1 5 2026 P N o Southold Town >= W H,y.. W Board of Trustees = U) PROP.RES. GROUNDELEVATION 11.0 F.F.EL.13.14 COVERS TO GRADE 11'' C.0 TO GRADE EL.11.0 ROUND ELEVATION 11.0 EL.11.0 DISTAL HEAD HEIGHT=30' BUOYANCY CALCULATIONS z ;�, WEIGHT OF 1,500 GAL H10 TANK=15.171 LBS EACH 00 >g5 � x TOP EL.9.97 '�I`r TOP EL.9.41 '�I`�c BUOYANCY FORCE ON SEPTIC&TREATMENT TANK ASSUMING TANK IS EMPTY W = �00 U INV.EL.9.26 4 ROWS OF 50LF STANDARD INFILTRAT S AND GROUND WATER IS UP TO HIGHEST EXPECTED GROUNDWATER 00 10.0' g,g BOT EL.8.50 10.67'X 5.33'X 1.17'X 62.4=4,152 LBS z O W _U 2.0' (PRESSURIZED) 15,171 LBS SEPTIC TANK>4,152 LBS(3.65 FACTOR) p' INV.EL.9.0 INV.EL.8.5 INV.EL.9.17 z - C1, 1,500 GAL CONC SEPTIC SEPT]-TECH STAAR 0.75 \ (J/� Q TANK NV.EL.8.55 CONC I/A SYSTEM NV.EL.8.00 WEIGHT OF SEPTI-TECH STAAR 0.75 H10 TANK=15,171 LBS EACH �y BUOYANCY FORCE ON SEPTIC&TREATMENT TANK ASSUMING TANK IS EMPTY _ _ _ _ _ _ _ _ _ _ _ _ _ __V_HIGHEST EXPECTED AND GROUND WATER IS UP TO HIGHEST EXPECTED GROUNDWATER L\C�\ zGROUNDWATER EL.5.05 10.67'X 5.33'X 1.72'X 62.4=6,104 LBS z BOTTOM ELEV.3.88 AREA OF EXCAVATION IS 850 SF TO A DEPTH OF 8'. LIMITS OF EXCAVATION EL 3.0 15,171 LBS SEPTIC TANK>6,104(2.48 FACTOR) C~/� BOTTOM ELEV.3.33 APPROXIMATELY 250 CY OF UNSUITABLE SOILS WILL BE REMOVED AND REPLACED WITH SUITABLE'SP/SW" SOILS.REMOVAL OF UNSUITABLE SOILS WILL BE k R SANITARY SYSTEM PROFILE COMPLETED VIA SUMP PUMP AND DUMMY SUPPORTS. Ra pc�« 3 N.T.S ESTABLISH VEGETATIVE COVER AND m TOPSOIL GRADE TO DRAIN I L� z If NATIVE BACKFILL z LL�� n F m o z w 3 0 0 z _ MAY 1 5 2026 5' 12' 5'� AS REQUIRED- 2'UNDSTLRBED 36"TRENCH WIDTH SO ---�-I A - JOr.1tIlOId TOWI1 _ 0n -' DETAIL A NOTES: DETAIL B NOTES: Soard of Trustees Q 1. QUICK4 STANDARD CHAMBER(LEFT)AND QUICK4 STANDARD MULTIPORT ENDCAP(RIGHT) 1. FLUSHING MECHANISM WITH VALVE BOX DETAIL SHOWN SHOWN 2. INSULATE BOX AS NECESSARY W 2. PRESSURE PIPE SIZE PER DESIGN ORIFICES AT 12 O'CLOCK,WITH FIRST AND LAST ORIFICE 3. PVC FEMALE ADAPTOR WITH A MALE THREADED CAP cl AT 6 O'CLOCK TO DRAIN THE PIPE(ADD EROSION PROTECTION SUCH AS PATIO BLOCK) 4. PIPE SIZES PER PLAN 5. INSTALL 90'SWEEP FITTING OR 2-45'BENDS,NO ELBOWS b A PRESSURE PIPE DRILL HOLE DNS ON END CAP PLAN SECTION LOCATI p 5 W4AN4X 2'PVC PRESSURE FROM TT W.W.M. SEPT[-TECH 2'HEADER oaz O _ 2-HEADER(TYP) (TYP) Z>- -- -- > --= NOTES: 2'X1';REDUCER w m DETAIL A END CAP 1. MINIMUM 4,000 PSI CONCRETE @ 28 DAYS (TYP) Z o i 24' 2. 60 GRADE REINFORCEMENT U z INFILTRATOR CHAMBER 3. APPROX.WEIGHT=325LBSlLF It LATERAL wa z (ANY MODEL) 4. LOADING TO CONFORM TO AASHTO H-20 LOADING `. SECTION A-A w DETAIL B s INFILTRATOR QUICK 4 PLUS STANDARD a PRECAST CONCRETE TRENCH DRAIN 5 INFILTRATOR HEADER DETAIL Q o- m 3 . .S � ° 2 3 N.T.S N.T.S 3 N.T.S n w o MIN.95%COMPACTED FILL NON-WOVEN GEOTEXTILE AROUND STONE. CULTEC HVLV FC-24 FEED CONNECTOR 1.21NCH[25-SOmm]WASHED,CRUSHED CULTEC HVLV FC-24 FEED u� 3 TOP AND SIDES MANDATORY,BOTTOM 24.2'[614mm]-+( CULTEC NON-WOVEN SGEOTEXTILEMANDATORY, AROUND WHERE SPECIFIED I STONE SURROUNDING CHAMBERS CONNECTOR PER ENGINEER'S DESIGN PREFERENCE STONE.TOP AND SIDES MANDATORY,BOTTOM CULTEC RECHARGER 28OHD WHERE SPECIFIED PER ENGINEER'S DESIGN PREFERENCE. 0 IN SEPARATOR ROW CONFIGURATION WOVEN GEOTEXTILE TO BE PLACED (IF APPLICABLE) BENEATH INTERNAL MANIFOLD FEATURE CULTEC RECHARGER 30OHD 1-2'[2SSOmm WASHED,CRUSHED AND BENEATH ALL INLETIOUTLET PIPES IN CULTEC SEPARATOR ROW I MIN.95%COMPACTED FILL ] ADS ISOLATOR ROW PLUS CONFIGURATION 12.0"[305mm]MIN.FOR r-4 STONE SURROUNDING CHAMBERS FINISHED GRADE (FOR SCOUR PROTECTION) 8.0•[203mm]MIN. (IF APPLICABLE) FINISHED GRADE RIGID PAVEMENT FOR RIGID PAVEMENT 12.0"[305mm]MIN. 8.0"[203mm]MIN. FOR FLEXIBLE N FOR FLEXIBLE 7 PAVEMENT 0 PAVEMENT 12'3.66m MAX. rt __=''y,KG ''-_^^ v..�,,, i iz'.• z�F-S`r''�%-'�;, •L-=o= -L=�i-_r-`+•''°` p� '+ '"r'a°._ °'�.2k-da�'�'., �;`s"'='_r- •-ii.::. _ aK�s-sr:ic „�:'�y'_..t;,.:s.. r ) "a''' ":'art_ ;.Y - �,x:-:_"r_'- .r 12'[3.65m]MAX. ' ` •'i- � . : 1.n-s•;--^ -_ _.,�... c ...-� �ir xs-: COVER DEPTH Z��Z COVER s . " MIN. �� O} Y LL H m Z J 16.0"[406mm] CULTEC FC-24 I Q 00 10.0"[250mm]MIN.FOR 18.0"[457mm]MIN. 300"p62mm] W U`° . UNPAVED FOR UNPAVED �; [L O J W (REDUCE TO 6.0-[152mm] 26.5"[673mm] (REDUCE TO 12.0' _ 6.0"[152mm]MIN. =Z 0 U5 FOR [305mm]FOR J 3.U. NON-TRAFFIC 6.0"[152mm]MIN. NON-TRAFFIC .�.� R t m O j o APPLICATION) - APPLICATION) L CD~U)� :::i 12.0"[305mm]MIN. 57.0"[1448mm]MIN. 51.0'[1295mm] It LO CENTER TO CENTER 12.0"(305mm]MIN. 52.0'[1321mm]MIN. 47.0" 12.0"[305mm] CULTEC WOVEN GEOTEXTILE TO BE PLACED CENTER TO CENTER [1193mm] V THE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THE BENEATH INTERNAL MANIFOLD FEATURE AND THE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAVE BEEN MET PROTECTION)BENEATH ALL INLETIOUTLET PIPES(FOR SCOUR REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAVE BEEN MET LL CROSS SECTION HVLV FC-24 FEED CONNECTOR CROSS SECTION co O H n CULTECH RECHARGER 280HD DETAILS CULTECH RECHARGER 30OHD DETAILS w 3 N.T.S 3 N.T.S U) z w 00 LJ = • �� W LOW LEVEL z O w U FLOAT SWITCH � 1 `~ (WHITE) O a CONTROL \ ' POWER HIGH LEVEL 115VAC FLOAT SWITCH �Y LL z (YELLOW) STAAR DISCHARGE PUMP CONTROL PANEL 115 VAC WATER `C C•\`� U. 1--I (CLEAR) MATERIALS&JOINTS EQUIVALENT TO Z En PUMP WATER STANDARDS OF CONSTRUCTION � SERVICE POWER RETURN PUMP AND PRESSURE TESTED TO ASSURE—\ 4'SOR35 PVC '� 115 VAC 115 VAC TIGHTNESS PRIOR TO BACKFILLING DRAINAGE PIPE G o 20 AMP (BLACK) _J RECIRCULATE PUMP o r 115 VAC ^' w (RED) -10'-0'- T 10'-0° a SINGLE LINE WIRING DIAGRAM s DRAINAGE & WATER CROSSING DETAILci m Rz w = 00 4 N.T.S wsm wy N.T.S w y aoH y� ' HEAVY DUTY IOCKINGCOVERI H10 LOADING LLI FINISHEDGRADE �J Z 24'FI:"""'t F--. RISE MAX. BAFFLE WALL SLOT 1 O 1Q'$' —4112'W.x1114'D. U 1Q 4'DIA MIN.SDR35 Cn S EON BAFFLE r, •"°�' °'''�' •' PVC PIPE PITCHED J CONNECTION DETAIL INLET v (jire'I F7.MIN. Q (TYPICAL@BOTH SIDES) a, - _ _ _ _ _ MAxIM O UM W IOUI WASTE 1 - 'v HEAVY DUTY LOCKING - COVER/HIOLOADING 9 6-6° Q ••i 6 v 4 BAFFLE o6 Z t 5 Zu CONCRETE 4,000 P.S.1 o co 7 ¢ 3-2' 3 a V m @ 28 DAYS WI REBAR `x ASTMA-615,GRADE '�DDWIRE _"� ZV1 z FABRI60 C STMA-195 Y .' +••-: t' U ZZ —ia 1Q-0 a�-- W 3 y Z LINE OF WALL TICKNESS PLAN VIEW I ^^ w z ei HEAVY DUTY z h= o w LOCKINGCOVERI (/•�1 ga "'W H10 LOADING F ?0 y Q m 3 REBARS NOTE: 4' 10'-0' 14-1 - �� PROVIDE#4 REBAR((��12"O.C. g 0 0 VERTICAL 8 HORIZOITTAL(TYP.) 10'-8' z o w g PLAN VIEW HEAVY DUTY LOCKING V v W HEAVY DUTY LOCKINGF COVER/H10 LOADING dG G/ �1 y COVERIH10 LOADING — — 1 FINISHED GRADE FINISHED GRADE ��� 7� ��C\ cn F�1 �I I 11 gZ 24'H.RISER MAX. Z g BAFFLE WALL SLOT o q 2'-0, 412' ,x 1 114"D. 2'-0, 4 `�' - 2 10'-01 4' m a' 04 4,.•i 2'-0" ;� r ,. 7.+ •"r 'DIA.MIN.SOR35 KEBABS NOTES 0 ~O PVC PIPE PITCHED PROVIDE.4 RE8AN®1ro.c. 101-8" INLET '•-:'•:::� — @118"1 FT.MIN. vERROA1.6Howzorrru RYP.1 �� �Q} '. I OUTLET PROFILE VIEW �. •� MAXIMUM LIQUID LEVEL iv f I I_ E Z J L5 LJ L� i, PIPE INSTALLATION 12 8 MEDIA BAGS(LARGE)22 CUFT H m WASTE - WASTE �'• BY OTHERS 11 1 AIR HEADER ASSEMBLY I 0 O r 6'-6' T-2' 10 1 INLET PIPING ASSEMBLY i u.V 9 1 SPRAY HEADER ASSEMBLY W z w '•' BAFFLE 8 1 SPRAY HEADER SUPPORT STRUCTURE MAY 1 5 2026 -1�O o f 4' 7 1 RECIRCULATION PUMP.TSUNAMI 50PN2.25S m Z)o 4° •, ;,4• 4' w A° _ 6 1 PUMP BACK PUMP ASSEMBLY,GOULDS LSP03 ~N 4" F. 10'-0' • 4° 5 1 1 1 PUMP BACK STAND ASSEMBLY st N 4 1 SUPPORT STRUCTURE _ Southold ToWn - - SIDE VIEW FRONT VIEW 2 3 WALL NSERTASSEMBLY GE PUMP MBLY,GOULDSLSP03 Board of Trustees 1 1 1500 GAL.CONCRETE TANK ITEM QTY. DESCRIPTION It 10 1,500 GAL CONCRETE SEPTIC TANK DETAIL H10 1i STARR 0.75 CONCRETE TANK DETAIL H10 LL 0 4 N.T.S 4 N.T.S F- W ui 2 U) Glenn Goldsmith,President ��o�oS�FFnc�-eaGy� Town Hall Annex A.Nicholas Krupski,Vice President o < 54375 Route 25 Eric Sepenoski C P.O.Box 1179 Liz Gillooly �y • 0!� Southold,NY 11971 Joseph Finora ��! '�� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 4� Completed infield by: Islandwide Engineering & Land Surveying on behalf of BLUE MARLIN REALTY, LLC requests a Wetland Permit to demolish existing one-story dwelling including all footings and associated appurtenances; construct an irregularly shaped 65.23' x 37.91' two- story, single-family dwelling with attached garage, a 5'x20.3' covered front porch, an 8'x11' west covered porch with 2'x4' steps; remove existing sanitary system and landward of dwelling install a Septi-Tech STAAR 0.75 I/A sanitary system and 200' of Quick 4 Plus Standard Infiltrators; install gutters to leaders to dwelling along with driveway to a 14.8 linear foot trench drain to catch runoff; install silt fencing around work area until site is stabilized; and to maintain the existing 15' wide non-turf buffer area along the landward edge of the bulkhead. Located: 450 Blue Marlin Drive, Southold. SCTM# 1000-57-1-26 Type of area to be impacted: / Saltwater Wetland Freshwater Wetland Sound V/Bay Part of Town Code proposed work falls under: 9,6hapt. 275 Chapt. 111 other Type.of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre -Submission Violation Notice of Hearing card posted on property: No Not Applicable Info needed/Modifications/Conditions/Etc.: Ipu l( 1rJ aL lam , Present Were: G. Go smith N. K Voski E. Sepenoski L. Gillooly ✓ J. Finora � 4V 1 a �._ . 00 i E p ( FEB 1 3 2026 cc1 , $L e TownEDGE CL 11.52'�DR>!VE 0 UP Eh 1`' CL 11.47, OF Ep 19 56, Cl 10.74' 169"55' 1`N 89.15,00"E EP 11.45' PAVEMENT Ep 10.63, WM loo.0, O UP O 12.2' tV 12.9 cM t11 > O 0 11.5' 11.5' M N 10.T 10.T 11A' 11.2' JQ a LOT 5 v O J ASPH. wO WALK CONC. 11.0 to 11.6' 11.6' F 14.38' 11.7' N 22.9' 14.50' O 21.3,k Ci AC � LQ p 24.3' EL. oi F•FL. NG.FL.EL. 1`SN 13'14' m 12,28, FR RES 11.0a' i8 a *450 CHIMN, - 35.6' 11.1' 1/",,/ N °' 8W 18.65' DECK 11.5' r SUNROOM M NOTE: Z L!J -FLOOD ZONE VE11 WOOD p BHD 6.0' 6A& co v co LOT 5 ON BoTTone wo 5.91' _ OD 6.3V 2'WALK "MAP OF SOUTHOLD "0 5� BHD• CO 2 PVC BHD. SHORES AT ARSHAMOMAQUE" s$9'�5'00"y, ` . SITUATE AT GREENPORT PECON�C 100 0, Bo 2OM TOWN OF SOUTHOLD SAY SUFFOLK COUNTY, NEW YORK HWM@ FILED: AUGUST 29, 1963, MAP#3851 2.0 CERTIFIED TO: BLUE MARLIN REALTY LLC METROPOLITAN ABSTRACT CORPORATION STEWART TITLE INSURANCE COMPANY @COPYRIGHT 2025 WARD BROOKS.ALL RIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT IS A VIOLATION OF FEDERAL COPYRIGHT LAW. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. CERTIFICATION SHALL RUN ONLY TO THE PERSON,THEIR INTEREST AND/OR ASSIGNS. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY,AND/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN ARE NOT GUARANTEED. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209-2 OF THE NEW YORK STATE EDUCATION LAW. SCALE 1°=40' DO NOT SCALE FENCES.OFFSETS SUPERCEDE.NO DORMERS.NO SOLAR. SCTM 1000-057.00-01.00-026.000 ELEVATIONS REFER TO NAVO W INDICATED THUS 0_0'. SURVEYED:MARCH 6,2025 KIE LAND SURVEY LONG ISLAND.COM �,�"� ° }� WARD BROOKS LAND SURVEYOR 11 OCEAN AVENUE BLUE POINT, NY. 11715 731 (631 ) 576-7794 (631) 363-3179 � WARDBROOKSO@GMAIL.COM FILE#11610 x 10.7 W WP-�R,-�Oj 23p MAP OF SOUTHOLD P�evS�-ems x 10.6 SHORES AT ARSHAMOMAQUE �ppo-S�° SITUATE AT GREENPORT Do" TOWN OF SOUTHOLD � �� 6, � 00 SUFFOLK COUNTY, NEW YORK Lj _ 00 �_ U <m y1.a SCTM: 1000-57-i-26 o W U_ PueuCD-BLK EOGE x Q O Cn {� v� 1.6 /PROPOSED 4'PVC DRAIN PIPE OGEPROPOSED DRIVEWAY CULTECH * `�C��S z @ 1%MIN SLOPE FOR 21.7LF d y(E 100 00' 2.0 RECHARGER 280HD(TYP) c - p INV OF 4'PVC=7.79 X 10,3 v_. .--""aw 11.0 ' z ,.,.� ; e � EXISTING OVERHEAD �y WIRES TO REMAIN k m 89 WM f SANITARY CALCULATIONS aoo x 0 \ U p PROPOSED 200'QUICK 4 PLUS STANDARD i 8, • ' N INFILTRATORS(TYPO).SEE SOIL BORING s w c^ \ 1 1,�' FOR LIMITS OF EXCAVATION AND PROFILE TANK CALCULATIONS: a I , uP ��x0 FOR MEANS AND METHODS OF EXCAVATION FLOW=6 BEDS X(110 GAL/DAY)=660 GAL/DAY �! CAPACITY FOR NORWECO HYDROKINETIC MODEL 800=800 GAL/DAY Z m o h `�+ 0 2 Z \ w W 69.5 5' \ , \ \ \� INFILTRATOR CALCULATIONS: a ;m w ("\ \ PROPOSED FUTURE FLOW=6 BEDS X(110 GAL/DAY)=660 GAL/DAY h a o ci Nit PROPOSED 14.8LF TRENCH �•�• �' WATER EXISTING \ \\ \\ \ TEST x 0 7 EXPANSION(TYP-2) 660 GAUDAY/(2.83 LF)/(1.2 GAL/DAY/SF)=194.3 LF DRAIN TO CATCH RUNOFF \ C� \ \ \ "LE 1200 F REQUIRED SERVICE TO \ RIM EL.-1 1.0 � \ \ �, \ \ HOLE.S E 200 LF PROVIDED O REMAIN \ o. \';\SHEET 2 O- ABANDON EXISTING 4 ROWS OF 50 LF STANDARD INFILTRATORS INV=10.0 � .o\ N -' SANITARY SYSTEM PROPOSED ROOF DRAIN CULTECH REMOVE EXISTING \ �\p 9 \\ \ �nGmG RECHARGER 28OHD(TYP-2) Z 9 \ \ eP INV OF 4'PVC=7.79 Q DRIVEWAY d W \� \:c \ 7� PROPOSED DRIVEWAY\ \ - \\\\ r VENT �01 PROPOSED 4'PVC DRAIN PIPE SITE PLAN TO MEET EXISTING \J, \, @ 1%MIN SLOPE FOR 15.8 LF DRIVEWAY 1 '7 qq -\ \0 �L �0 M\N SCALE:1"=30' 'o PROPOSED 1,500 GAL CONC �� _ PROPOSED oSEPTIC TANK TO BE VENTED SEPT]-TECH STAAR Q THROUGH THE HOUSE 0 15 30 �y \\ 0.751/ASYSTEM O o oo \ - o \ \ I/A ELECTRIC LINE f C� y \ U NOTES: "C't \ 1}'PVC PUMP BACK 11.0 1. ALL PROPOSED SANITARY LINES TOBE 4"0 SDR35 PVC PIPE �� 5 \` I/A AIR LINE Z> UNLESS SPECIFIED OTHERWISE. m 7 \ I/A CONTROL PROPOSED w 2. NO NEIGHBORING WELLS WITHIN 150 FT OF THE PROPOSED PANEL-"- 102 SF w z SANITARY SYSTEM. COVERED Z In w o 3. NO EXISTING DRY WELLS WITHIN PROPERTY LINES. r ?,...,- -Y`N%- \ \ PORCH U z oo 4. ALL UNDERGROUND STRUCTURE LOCATIONS ARE APPROXIMATE PROPOSED 4'PVC DRAIN PIPE �� t}• \ w h AND MUST BE VERIFIED BEFORE CONSTRUCTION BEGINS. @ 1%MIN SLOPE FOR 15.70 LF 5. REFER TO ARCHITECTURAL DRAWINGS FOR ALL INTERIOR HOUSE •a \ \• C S EONH E\.\-\N S r-� i;,^-:� �'? r_, ? 3 DIMENSIONS REMOVE EXISTING 00 OPOS \�y 0`N Dsl S i'?'� I) F' -• .. F+i z S z DRIVEWAY ` PRGPRPC'E SNG,Ef C E05 0 OSl e i': H) 1�� •�,.: '�_- _ _..._.- - n o n'W m O !_1 w EXISTING WATER LINE 11.6 Gf E�\a� \ lPo�s\GNE�22pSf &�'1 ^^ �� �� I ?o ;R TO BE ADJUSTED x 1 l t f\-' j55Sf 11.3 SEE SHEET 2 PROPOSED88SF COVERED PORCH o O 'i --- w FOR DIMENSIONS. \ '�I \ PFv NE F E B 1 3 2026 Q z \ -a� ..•-� � FEM fti0 z 1QN� h PROJECT DRAINAGE DESIGN CALCULATIONS \, 11.5 \ LOCATION V� AREA I: PROPOSED SILT \Cp LOCATION MAP TOTAL AREA(A): 22,650 SF OR 0.520 ACRES FENCE � TWO STORY DWELLING: 2,220 SF(IMPERVIOUS) _ COVERED PORCH: 190 SF(IMPERVIOUS) REVISED DRIVEWAY: 2,405 SF(IMPERVIOUS) f\-E VE `\\ I1.3"""' 0 �• LAWN&LANDSCAPE: 17,370 SF(PERVIOUS) \ O IMPERVIOUS AREA(BUILDINGS): 2,410 SF --� "�.-�- O IMPERVIOUS AREA DRIVEWAY): 2,405 SF TOTAL LOT AREA= PERVIOUS AREA(LAWN): 17,370 SF \ 22,650.07 SF EXISTING ONE STORY Cp OR •o. -\ �•�\` l�/ O ' BUILDING DRAINAGE CALCS: 2,410 SF X 1.0=401.66 CF SINGLE FAMILY DWELLING 0.520 ACRES / / 1,tr"•„✓ `Q ggej �!-' LL O ei GO '�aV Q ��/� W O w PROVIDED: (2)CULTEC RECHARGER 28OHD WITH 14 CHAMBERS AND 6 CAPS TO 8E DEMOLISHED p i \55 - TOTAL STORAGE CAPACITY=244.92 CF X 2=489.84 CF rn INCLUDING ALL FOOTING o fl ���, ,J O ANDASSOCIATED \ 100.00' ,r`,- m O j o DRIVEWAY DRAINAGE CALCS: 2,405 SF X JX 1.0=400.83 CF APPURTENANCES - �„-� O u LAWN&LANDSCAPE CALCS: 17,370 SF X j X 0.2=579 CF Ey15pNG Wp00 EXISTING 15'WIDE NON-TURF • '• i ,d TOTAL DRAINAGE CALCS: 400.83 CF+579 CF=979.83 CF gUIKNfA� l BUFFER PER TOWN OF PROVIDED: (1)CULTEC RECHARGER 280HD WITH 15 CHAMBERS,6 CAPS,&4 0 O" Yr �/ SOUTHOLD TRUSTEES TO BEHVLV FC-24 FEED CONNECTORS TOTAL STORAGE CAPACITY=1 105.07 CF S 89 15, MAINTAINED NOTE: ALL DRAINAGE RUNOFF TO BE CONTAINED ON SITE IN STORM DRAINAGE STRUCTURES AND WITHIN VV PROPERTY LINES.THERE WILL BE NO RUNOFF INTO SURFACE WATERS. ` ILL DRAINAGE NOTES: , I Ir- 1. ALL LEACHING DRAINAGE PIPES TO BE 12'C.P.P UNLESS OTHERWISE NOTED W 2. ALL ROOF DRAINAGE PIPES TO BE 6'P.V.0 UNLESS OTHERWISE NOTED W 3. PROVIDE CLEANOUTS ON ALL ROOF DRAIN PIPE BENDS z ,I w X 10.7 ❑ z ��'V/��/ � M pugJS g�,�00/ X 10.6 EXIST.GRD=11.0(WARD BROOKS SURVEY) G \ '(�p00'S/ w 0.0'-1.5' DARK BROWN ORGANIC ` 'T" 01 ORGANIC CLAY OH W Z cD U O o BROWN FAT HIGHEST EXPECTED z m a 1'�'2 CLAY CH GROUNDWATER EL.5.05' O W U 1.4 T WATER WATER IN BROWN GROUNDWATER EL.4.8' 0 pugG 5V%'W'g\.WPP`�k'FSIt EOGf. x /a,�/ I 6.2'-8.0' FAT CLAY ML V' 0 Q r1'� �sA j,Op0�5E / / WATER IN LIGHT BROWN SUFFOLK COUNTY WELL DATA C b z up 8.0'-12.0' COURSE SAND SP WELL#S-16780.1 �,s O HIGHEST G.W.EL.=5.43'(03/27/07 NAVD88) WATER IN BROWN z 1.6 i a G.W.EL.CLOSEST TO TEST BORE=5.18'(12/27/22 NAVD88) * L�C` 12.0'-15.0' FLAT CLAY / v w CH DIFFERENCE IN ELEVATION=0.25' x 11.2 EOGF, 0' 2.0 15.0'-18.0' BROWN o G.W.EL.TEST BORE=4.8'(06106125-NAVD88) ® •�0 O \\ CLAYEY SAND Sc ESTIMATED HIGH G.W.EL.=5.06(NAVD88) K x 10,3 —�fwl'""'� .0 � 2 - � 1 '4 r «v �+ / \ WATER IN INTERLAYED mac, O� Ul 18.0'-39.0' BROWN FAT CLAY AND CH BROWN CLAYEY SAND SC BORING BY:SUFFOLK COUNTY r x w SOIL EVALUATIONS •0 x ' GO TAKEN ON:JUNE 6.2025 o 0 ....��._._.___ C3� 39.0'45.0' WATER IN PALE BROWN SP FINE SAND m °z NOTES: 16 9.6 5 \ A� , \ \F'l 1. GROUNDWATER ENCOUNTERED AT 6.2'BELOW GRADE. 2.EXCAVATE 8'BELOW GRADE TO NATIVE 4FT LAYER OF'SP"OR"SW" x 0.7 SAND,REMOVE UNSUITABLE SOILS,AND BACKFILL WITH CLEAN SAND. `\ \ o\ � \,min a 1 TEST BORING HOLE b\ sPA N.T.S. Z Z wx W H k .7 %i i& 1IS M \ Zi ,o M\r1 'o ul LIJ U� 6 \ 225 I wN z SCALE:1"=30' �9c� \ Z° T N�ESnDENGE LOT COVERAGE W g p z 'NPR- 0 15 3O `O \ ~l 2 DESCRIPTION AREA PERCENTAGE \ z eZ -o 1• \ TOTAL LOT AREA 22,650.07 SF ^ g y z H w �\ o ADJACENT AREA(UPLAND) 22,268.59SF 100% x 11.6 13 MAX.ALLOWABLE COVERAGE 4,454 SF 20%ooD N EXISTING COVERAGE Q z .o z 10Q�)N� EXISTING 1 STORY DWELLING 2,230SF 1 10.01% I�-•1 W I _ #RESIDENCE 1 OD 0 _ \N EXISTING DECK&STAIRS 312 SF 1.40% , W U 1 STY ZOp1E X .o EXISTING FRONT PORCH 116 SF 0.52% 11.5 \ EXISTING ASPHALT WALK 121 SF 0.54% ~ PIER LINE PROPOSED SILT \FENCE EXISTING DRIVEWAY 2,366SF 10.62% 1� � pO TOTAL EXISTING COVERAGE 5,145 SF 23.09% iN� \ PROPOSED COVERAGE Z o z \ PROPOSED 2 STORY DWELLING 9.97° J= Y \ rn 2,220 SF /o j Z m TOTAL LOT AREA= \ \ 22,650.07 SF �� PROPOSED PORCHES AND STEPS 197 SF 0.88% O OR / ' w t�\ 0.520 ACRES I o. PROPOSED DRIVEWAY 1,973 SF 8.17% LLJ 0 w JZO� p TOTAL PROPOSED COVERAGE 4.390 SF 19.71% m O j o 00.00 CD wp00 EXISTING 15'WIDE NON-TURF BUl Yr BUFFER PER TOWN OF !1 / 9 6'0 0" ^� SOUTHOLD TRUSTEES F E B 13 2025LL 'J � 0 w ` V W U) GROUND F FREL.314 ELEVATION 11.0 LZ COVERS TO GRADE 1' C.0 TO GRADE EL.11.0 ROUND ELEVATION 11.0 EL.11.0 DISTAL HEAD HEIGHT=30" �O .� cl x _ >( �z BUOYANCY CALCULATIONS � ' x00 Q Q N TOP EL.9.97 TOP EL.9.41 SIN W = 6� INV.EL.9.35 4 ROWS OF 50LF STANDARD INFILTRAT S WEIGHT OF 1,500 GAL H10 TANK=15,171 LBS EACH z 00 r-1 BOT EL.8.50 �i 14.50' 2 0, 6.5' BUOYANCY FORCE ON SEPTIC&TREATMENT TANK ASSUMING TANK IS EMPTY O W U (PRESSURIZED) m AND GROUND WATER IS UP TO HIGHEST EXPECTED GROUNDWATER � `L INV.EL.9.0 INV.EL.8.5 INV.EL.9.17 z - 10.6T X 5.33'X 1.1T X 62.4=4,152 LBS 1,500 GAL CONIC SEPTIC SEPTI-TECH STAAR 0.75 NV.EL.8.00 TANK NV.EL.8.55 CONIC UA SYSTEM - 15,171 LBS SEPTIC TANK>4,152 LBS(3.65 FACTOR) GROUNDWATER ELD5.05 WEIGHT OF SEPTI-TECH STAAR 0.75 H10 TANK=15,171 LBS EACH �S L\C�\'`S` z BUOYANCYFORCEON SEPTIC&TREATMENT TANK ASSUMING TANK ISEMPTY CJ BOTTOM ELEV.3.88 AREA OF EXCAVATION IS 850 SF TO A DEPTH OF 8'. LIMITS OF EXCAVATION EL 3.0 AND GROUND WATER IS UP TO HIGHEST EXPECTED GROUNDWATER � BOTTOM ELEV.3.33 APPROXIMATELY 250 CY OF UNSUITABLE SOILS WILL 10.67'X 5.33'X 1.72'X 62.4=6,104 LBS BE REMOVED AND REPLACED WITH SUITABLE"SPISW" N N 2 SANITARY SYSTEM PROFILE SOILS.REMOVAL OF UNSUITABLE SOILS WILL BE 15,171 LBS SEPTIC TANK>6,104(2.48 FACTOR) COMPLETED VIA SUMP PUMP AND DUMMY SUPPORTS. mac; 3 N.T.S ESTABLISH VEGETATIVE COVER AND TOPSOIL GRADE TO DRAIN z NATIVE BACKFILL Z 0 m LLz r J w z 00 3m wm_ m ao�o cYi '�¢ awV5 w a w '- p 5' 12° 5°1 AS REQUIRED 2'UNDISTURBED I 36°TRENCH WIDTH---� N A� cn SOIL DETAIL A NOTES: DETAIL B NOTES: J 1. QUICK4 STANDARD CHAMBER(LEFT)AND QUICK4 STANDARD MULTIPORT ENDCAP(RIGHT) 1. FLUSHING MECHANISM WITH VALVE BOX DETAIL SHOWN H SHOWN 2. INSULATE BOX AS NECESSARY LLI 2. PRESSURE PIPE SIZE PER DESIGN ORIFICES AT 12 O'CLOCK,WITH FIRST AND LAST ORIFICE 3. PVC FEMALE ADAPTOR WITH A MALE THREADED CAP p AT 6 O'CLOCK TO DRAIN THE PIPE(ADD EROSION PROTECTION SUCH AS PATIO BLOCK) 4. PIPE SIZES PER PLAN 5. INSTALL 90"SWEEP FITTING OR 2-45°BENDS,NO ELBOWS 2 A�--r PRESSURE PIPE DRILL HOLE t2 PLAN SECTION - LOCATIONS ON END CAP 6"X6'XW41W4 W.W.M. 10, �Z NOTES: a 1. MINIMUM 4,000 PSI CONCRETE @ 28 DAYS DETAIL A END CAP P4' 2. 60 GRADE REINFORCEMENT u p INFILTRATOR CHAMBER 3. APPROX.WEIGHT=325LBS/LF (ANY MODEL) SECTION A-A 4. LOADING TO CONFORM TO AASHTO H-20 LOADING w g h DETAIL B a INFILTRATOR QUICK 4 PLUS STANDARD a PRECAST CONCRETE TRENCH DRAIN Z oZ 5 yz `yW 4 1�W O 3 - _------- w5 N.T.S 3 N.T.S MIN.95%COMPACTED FILL NON-WOVEN GEOTEXTILE AROUND STONE.TOP AND CULTEC HVLV FG24 FEED CONNECTOR O WHERE SPECIFIED SIDES MANDATORY,BOTTOM PER ENGINEER'S 24.2°[614mm] DESIGN PREFERENCE CULTEC RECHARGER 280HD IN SEPARATOR ROW CONFIGURATION I F E B 13 20p6 (IF APPLICABLE) WOVEN GEOTEXTILE TO BE PLACED BENEATH I INTERNAL MANIFOLD FEATURE AND BENEATH ALL r I 1-2'[25-SOmm]WASHED,CRUSHED INLET/OUTLET PIPES(FOR SCOUR PROTECTION) STONE SURROUNDING CHAMBERS FINISHED GRADE 8.0"[203mm]MIN.FOR RIGID PAVEMENT 8.0"[203mm]MIN.FOR FLEXIBLE PAVEMENT cl O~ ^i.-7x.-:L�'•�:°�.'�' .-3�+--_'mac" !�r.+i =,-• w p>-r I 1 r--5 '4-�t..a.�5.%+ -='�` � 4a:� >;' :�t` .t. .'c"ex 6.0"[152mm]MIN. ^t h _ 12'3.65m MAX. "k.�3r`-'=`S :W°� ""s' r _Z-r Z COVER DEPTH .r'.'v�•:• Y 16.0"[406mm] CULTEC FC-24 Q0 O n P m ULL n 10.0"[250mm]MIN.FOR UNPAVED LU O�w (REDUCE TO 6.0°[152mm]FOR 26.5'[673mm] Z O NON-TRAFFIC APPLICATION) 6.0"[152mm]-MIN. m O 7 0 2"PVC PRESSURE FROM O H y o SEPTI-TECH Lf) 2'HEADER(TYP) 2'HEADER(TYP) � � 12.0'[305mm]MIN. 52.0"[1321mm]MIN. 47.0" 305mm 12.0" CENTER TO CENTER [1193mm] I 1 2'X1}°REDUCER(TYP) THE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THE � REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAVE BEEN MET 1}'LATERAL CROSS SECTION LL HVLV FC-24 FEED CONNECTOR M O s INFILTRATOR. HEADER DETAIL /71 CULTECH RECHARGER 280HD DETAILS w 3 N.T.S 3 N.T.S U) z M x00 LJ _ 0� o w 00 LOW LEVEL z O FLOAT SWITCH u- 1 .r CONTROL (WHITE) 0 =O POWER HIGH LEVEL - 115 VAC FLOAT SWITCH C 6• C F••I z 15 AMP (YELLOW) STAAR DISCHARGE PUMP � L\C CONTROL PANEL (CLRj MATERIALS&JOINTS EQUIVALENT TO WATER f�+ cn PUMP WATER STANDARDS OF CONSTRUCTION 9 SERVICE POWER RETURN PUMP AND PRESSURE TESTED TO ASSURE NS VAC 115 VAC TIGHTNESS PRIOR TO BACKFILLING 4"SDR35 PVC N r 20 AMP (BLACK) DRAINAGE PIPE �Co RECIRCULATE PUMP oiE 115 VAC (RED) -10'-0' i 10'-0' 7 SINGLE LINE WIRING DIAGRAM e DRAINAGE & WATER CROSSING DETAIL 4 N.T.S 4 N.T.S ti aoocl �+¢ HEAVY DUTY LOCKING COVER/ Hf0 LOADING Q LLI FINISHED GRADE �I�Ik I Z 2JSI x RISER - 4 4 z Z BAFFLE WALL SLOT 0 1D'8' MAX —4112'W.x 1114'0. 1 U 2'-0• I ..I.. 2'-0' _ r • 4'DIA MIN.SOR35 (n SEE BAFFLE 10 '•"�`' PVC PIPE PITCHED J CONNECTION DETAIL INLET v Qf/S•IFT.MIN. (TYPICAL @ BOTH SIDES) 4° ttjLIQUID WASTEHEAVY 1 - j __ '_-.__-..•.__--�'r ❑ �scr COVERT ID LOCKING .n .i 6 Y 6,-6" 2�26 _ v COVERT H10 LOADING FEB D •� •] 7 e 4 BAFFIE I [LJ I J ep Z `v m CONCRETE 4,000 P.S.I c y @28 DAYS WI REBAR iv °Q V ix 60ASTM WIWE DEDWIDE `r •< ��uliliii�iL't111 z� Z fi0 WI WELDED WIRE •• __ - FABRIC ASTM A-185lug �'• ' •'• - �' W O --`�4• 10'-0' 4'r— __.—. --a_ -?a- ISIC, z z LINE OF WALL TICKNESS PLAN VIEW W g v EAVY DUTY OCKINGCOVER/ 4' 10'-0' S N 2 w REBARS NOTE: H10 LOADING Q ti h o 4° ¢ ^3 PROVIDE#4 REBAR((��12'O.C. VERTICAL 8 HORIZOt1TAL(TYP.) 10'-8' PLAN VIEW i Q Z Z HEAVY DUN LOCKING it v W HEAVY DUTY LOCKING COVERI HI O LOADING COVER/HID LOADING FINISHED GRADE FINISHED GRADE F�IF 11 Z 24'H.RISER MAX. Z �� BAFFLE WALL SLOT N4 2,-0, 41/2' .x 1 1I4'D. 2,-0, N 4 2 a..�y 2'-0' :;�'.. t Y ;: .r 1-+ t,+ °CIA.MIN.SDR35 REBARS NOTE: 4' N PVC PIPE PITCHED PROVIDE04REBAR®1YO.C. 10'-8' H INLET - @1/8°/FT.MIN. vFnnaLaHoft¢oNru RYP.1 Q' O 1 OUTLET PROFILE VIEW Z o z MAXIMUM LIQUID LEVEL -- }} J t �0 PIPE INSTALLATION 12 8 MEDIA BAGS(LARGE)22 CUFT R'I—z m WASTE WASTE �'• BY OTHERS 11 1 AIR HEADER ASSEMBLY Q p 6'-6" LL 3'-2' 10 1 INLET PIPING ASSEMBLY 1n U'� 9 1 SPRAY HEADER ASSEMBLY J 0�'t6 BAFFLE z 8 1 SPRAY HEADER SUPPORT STRUCTURE J 4' 7 1 RECIRCULATION PUMP.TSUNAMI 50PN2.25S m O j a 4' '• . a...°- •...• x•-.•- 6 1 PUMP BACK PUMP ASSEMBLY,GOULDS LSP03 CD~ 4' 4' 4' 5 1 PUMP BACK STAND ASSEMBLY F- 4 1 SUPPORTSTRUCTURE p 3 1 DISCHARGE PUMP ASSEMBLY,GOULDS LSP03 SIDE VIEW FRONT VIEW 2 3 WALL INS ERT ASS EMBLY 1 1 1500 GAL.CONCRETE TANK ITEM QTY. DESCRIPTION /"q� 1,500 GAL CONCRETE SEPTIC TANK DETAIL (H10) io STARR 0.75 CONCRETE TANK DETAIL (H10) LL 4 N.T.S 4 N.T.S d" 0 F- w w 2 U) � o Q 5 z4 W � '� V �.s z W �m �I `2 •D S ]1_1 U � z � U Z n z oz L-M OF OF PYPAMIP z � ror or your.c v.r.Lr--.; Cl -------- u� for or Arric FL / `. rCP w w,Nc ow I III IIN G•f�. 9 9 H / /4. 6 � � / V.I.F I I r. jCm of 5ecoNv L. E {r sir ' 1or or k l,t CN/____ �j ,.�i3, f % � r'/9 $`.,'sR�. ° f iz <� .� �✓ / � ��` % 'y�i ```j y ai v z g hNO CHI � I I rc?or r.i25i FLOOR Man I..SI I fCA'Cfi CP,AVvL 'KE rLOC'R - - - - - _ - - - _ _ _ _ - - - - - I F E B 1 3 20P6 v r� Z OO O O � y �l P•V��.t•InME�� 1.5,26 NOPIH BL-VA ION p ay oil- V111111111A I-I I I-I I Lll� MMIM1111MIA I IICl M m "A.-Mv- Ila, 0.1 J j c cPFA-r rm E3 LEAy 3 I I KI'rLNEN ©'� I '�' z [Lij Lil LLJ < k ECH.PM. tCVE�Nj ro "L'OVF 1" 21 jq A I 1 1 -E. . . . . . . 1 FEB 1 3 2026 m e R fl 5,� . . . . . . .22'-6' 20--4— 22--b'' V.1F. 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IOI 111.011111.011111� so lullIL■Im.11.1.111■11■I, 11111111111111111e1 111111 It & 3rR Im11.11■1.11111e1 O11low LIt 1111 loll 1111.IO1111111.11.� 1un111Dunulu. uu11 ■: Yu.OnlOmuunnn.n ■u.l Imnl ml ,�.�j unuwluunln I.nn a Iuunmunwuulnu uu uu ' long lollmlm.1..11■11.1. I1O1O.0111■n■OI 11.1.1 m; II1■11■1111.11111111.011111 ■11 JI 11 n1 ■OI' nuunuulnuml... uuuuuunnlm lME olw a I ■ uuuuulnumunuu uu loll lou uunulnmm�nniliil�ii.iil�ililiili�liuuuunuuunr Inm c numununnuumun 1u11 1J1u mill Ill.Ilol.o11.11.Im.Imo11.11.1.m1111m111 m1om11■Im■1..1..1..11011.1 lo11.1 Il 111..Imo1111.m1■.11■Im.OI 1m 11 Il.l 11■1 - .le.le11.1I1■n■Im.Ilo11■11■11.I.o1.111 m11■11111011111 m1111.11e1, 1.1111 .; 1n.11.I1.11.11 m1..1111..1!_ 1e11 111.I .111 IUllman , I I I OWN OF NOUTHOLD SUFFOLK COUNTY, NY 11971 450 Blue Marlin Drive SCTM No. 1000-57-1-26 a 9 Photo 1- 450 Blue Marlin Drive °+ .� ,`. J•OR n_ raY!`"..v-,;:i`Jax �. �? ixiira; l rov pcL..w s eio •. 21, a ' 29 8A 41 t p m r ..i a S JIa P �p O, ly �� � �,' �� a` •\� '�'*�� �� ° \� �� a e� as ;X AM f t '^, " •• — /, - �� _... r+s,.,, COUNTY OF SUFFOLK J n TCE V —.z.— �. R-1 Pr pert)T°.Scrvice.lgc y w+.iawra.Lreua.x sALe or. v i E .arm` _ °—• ... Twam,r.orx+antu.a.,� vxor 7 nc' ^•• oro.. ,. i nr..pn,.9�..�..�J y]'l(wi. W• Rln ccwn TA.wY 6 PiOMBiiC9 M OLO s ro r �� ,y✓'�� OUTM p --._ •w. _—..—_ "' — __ w.ro. (77) �.<. �A. nr•.urt vnm Ax sfm¢rmcvric P �••t--Y w� wnxa .. �� | ENG|NEEA|NG& I�� K � �� I���� | LAND SURVEYING 28O Main Street'Suite 1' Farmingdale, NY11735 May5,2026 Town ofSouthold Trustee Town Hall Annex Building _ 54375 Rte.2S P.O. Box 1179 Southold,NY11971 R MAY 15 28 ATTENTION: EuoxonnCAmnREu Rs: BLUE MARLIN REALTY ULCc/o MICmAELNAmGAm 450 BLUE MARLIN DRIVE—SourxoLm,NY11g71Southold Tow SCTnN No.i000'57'1'26 WETLANDS PERMIT APPLICATION Dear Ms.Cantrell: Per the comments received at the public hearing on April 15' 2026 we hereby submit one (1) original and three (3) copies of the revised plans. The purpose of this project is to relocate the proposed two-story single-family dwelling o minimum of7S' from the existing wood bulkhead, and an upgraded |/A sanitary system and drainage system to be installed in the front yard. if you should have any additional questions or comments' please don't hesitate to contact our office, or email me directly atkann|@is|andwideengineering.onm Very truly yours, Karol Carvajal Project Engineer h OFFICE LOCATION: ��0f SO(/r�o MAILING ADDRESS: Town Hall Annex ,`O l0 P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) y ,r Telephone: 631 765-1938 Southold, NY 11971 G • Q cOU�,��� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: April 13, 2026 Re: LWRP Coastal Consistency Review BLUE MARLIN REALTY, LLC, SCTM# 1000-57.-1-26 This application is to demolish existing one-story dwelling including all footings and associated appurtenances; construct an irregularly shaped 65.23' x 37.9l' two-story, single-family dwelling with attached garage, a 5'x20.3' covered front porch, an 8'x11' west covered porch with 2'x4' steps; remove existing sanitary system and landward of dwelling install a Septi-Tech STAAR 0.75 I/A sanitary system and 200' of Quick 4 Plus Standard Infiltrators; install gutters to leaders to dwelling along with driveway to a 14.8 linear foot trench drain to catch runoff; install silt fencing around work area until site is stabilized; and to maintain the existing 15' wide non-turf buffer-area along the landward edge of the bulkhead. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the policies of the LWRP as follows: Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. 6.3. Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. The proposed actions include improvements that will provide a greater buffer between the new residence and the water as well as sanitary upgrades which will reduce nutrient inputs into Peconic Bay. 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. 2 Glenn Goldsmith, President �� (��f j'L Town Hall Annex `v 'Jil A. Nicholas Krupski, Vice President �'d �� 54375 Route 25 P.O. Box 1179 John M.Bredemeyer III i JIL Southold,New York 11971 Michael J. Domino e Telephone(631) 765-1892 Greg WilliamsO + ,�� Fax(631) 765-6641 NON BOARD BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only I F� f I Coastal Erosion Permit Application __ _Wetland Permit Application __Administrative Permit L[FEB 1 3 2nq; Amendment/Transfer/Extensio 1LReceived Application: a 1 SoutholdTovan �1 Received Fee: $ l - Board aI Truste4s Completed Application: 3141 __Incomplete: __SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. __Lead Agency Determination Date: _ Coordination:(date sent): 14 LWRP Consistency Assessment Form Sent: __CAC Referral Sent: tj Date of Inspection: __Receipt of CAC Report: Technical Review: _ _Public Hearing Held: Resolution: Owner(s) Legal Name of Property (as shown on Deed): Blue Marlin Realty,LLC c/o Michael Mangan Mailing Address: 1400 Old Country Rd Suite C-109,Westbury, NY 11590 Phone Number: 516-333-0600 Suffolk County Tax Map Number: 1000 - 57-1-26 Property Location. 450 Blue Marlin Dr,Southold, NY 11971 See location Map (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Islandwide Engineering&Land Surveying c/o Karol Carvajal Mailing Address: 280 Main Street- Suite 1,Farmingdale, NY 11735 Phone Number: 516-707-4073 Email:karol@islandwideengineering.com CC-rc , 3 - A ENGINEERING& ISLANDWIDE I LAND SURVEYING 280 Main St-Suite 1, Farmingdale, NY 11735 February 10,2026 RE: BLUE MARLIN REALTY LLC C/O MICHAEL MANGAN 450 BLUE MARLIN DRIVE-SOUTHOLD,NY 11971 SCTM No.1000-57-1-26 PROJECT DESCRIPTION This project includes the demolition of one-story single-family dwelling including all footing and associated appurtenances and proposed two-story single-family dwelling of an irregular overall width of 65.23' and overall length of 37.91'.A 20.3' x 5.0' roof covered porch at the front of the house,a 11.0'x 8.0' covered porch at the west side of the house with steps 2.0'x 4.0'.Also, includes the removal of the existing failing sanitary system and replacement with a new I/A type sanitary system at the front yard, consisting of a Septi-Tech STAAR 0.75 I/A System and 200' of Quick 4 Plus Standard Infiltrators. Two proposed roof drains are to be installed and connected to gutters and leaders,along with driveway drain with 14.81-F trench drain to catch runoff.Additionally, the project includes an existing 15'wide non-turf buffer per Town of Southold Trustees. A silt fence will be installed around the work area until the site is fully stabilized. Dard of Trustees Applicat ' i GENERAL DATA Land Area(in square feet): 2Z 650.07 SF — — — — — Area Zoning: Res. Previous use of property: Res. Intended use of property: Res. _ -- — -- --- Covenants and Restrictions on property? ❑✓ Yes ❑ No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? _❑_Yes ❑✓ No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? ❑ Yes _Z—No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? 0 Yes _0 No Does the structure (s) on property have a valid Certificate of Occupancy?=Yes_Z_No Prior permits/approvals for site improvements: Agency Date Trustees Permit for Bulkhead.10821 July 16,2025 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? ❑✓ No ❑ Yes If yes, provide explanation: Project Description(use attachments if necessary): See attached )ard of Trustees Applicat= -Z WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: See attached Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 % Closest distance between nearest existing structure and upland edge of wetlands: 250 feet Closest distance between nearest proposed structure and upland edge of wetlands: 250 feet Does the project involve excavation or filling? _1:1 _No R1 Yes If yes, how much material will be excavated? 25 cubic yards How much material will be filled? N/A _cubic yards Depth of which material will be removed or deposited: 3 feet Proposed slope throughout the area of operations: 1 -1 0% Manner in which material will be removed or deposited: Excavator and skid steer Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): Positive effect on wetlands due to I/A style sanitary system with reduced nitrogen outflow. Short Environmental Assessment Form Part I -Project Information Instructions for Completing Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: 450 Blue Marlin Dr-Town of Southold Project Location(describe,and attach a location map): See location map Brief Description of Proposed Action: Demolition of the existing residence and construction of a new two-story single-family dwelling,including covered porches,steps an upgraded I/A sanitary system,and drainage system. Name of Applicant or Sponsor: Telephone: 516-333-0600 Blue Marlin Realty LLC c/o Michael Mangan E-Mail: michael@mangantax.com Address: 1400 Old Country Rd Suite C-109 City/PO: State: Zip Code: Westbury NY 11590 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:NYSDEC,Town of Southold Trustees,SCDHS ❑ 3. a.Total acreage of the site of the proposed action? 0.52 acres b.Total acreage to be physically disturbed? o.16 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.52 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial 0 Residential(suburban) ❑Forest ❑ Agriculture ❑✓ Aquatic ❑ Other(Specify): ❑Parkland Page 1 of'3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ Z ❑ b. Consistent with the adopted comprehensive plan? ❑ Fv� ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES Name:Peconic Bay and Environs, Reason:Protect public health,water,vegetation,&scenic beauty, If Yes,identify: Agency:Suffolk County, Date:7-12-88 ❑ ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? Z ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: El Fv� 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: New I/A system RI ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ l F71 b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional ❑Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats, listed by the State or NO YES Federal government as threatened or endangered? Piping Plover,Least Tern,... ❑ Z 16. Is the project site located in the 100-year flood plan? NO YES ❑ ❑✓ 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑✓ ❑ a. Will storm water discharges flow to adjacent properties? ❑✓ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ ✓❑ If Yes,briefly describe: Roof drains 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: Blue Marlin Realty LLC c/o Michael Mangan Date: Signature: '//%� 'L Title:Applicant PRINT FORM Page 3 of 3) EAF Mapper Summary .)ort day, January 23, 2026 1:56 PM Disclaimer: The EAF Mapper is a screening tool intended to assist :57=1=251 -' s` . project sponsors and reviewing agencies in preparing an environmental 56,:T�3 oy�,t 4 assessment form EAF Not all questions asked in the EAF are 1 1 57.-1' 4 1�' 57_-1:c31 (EAF). !� r 57.-1-24 r �.-. answered by the EAF Mapper.Additional information on any EAF ?'s question can be obtained b consulting the EAF Workbooks.Although 57.-'t 23 f' Q Y 9 9 57_ 1-22 , a _; f' 1 the EAF Mapper provides the most up-to-date digital data available to DEC,you may also need to contact local or other data sources to 5 7A-45 � ' ` $0_- 57.-1-3( confirm data provided by the Mapper or to obtain data not provided by the Mapper. 56- 7 10 Y- --- �457 1 294, r� Ik s�uaa i 57:1-2 8 Kin�t�cxs 5s+ 56.-72 57.-1211,: 1s •' �1 f vurr rt t �SaU"thO ,j -5s 57 125, 2`6 t Nirnft w' jJ( 5 6-7- . 1 56-7-2 i r' °" gyrraro-° _ INF a^York K.; I . 1 56s-7%to �' ��..Albany ��� �~ ySour es Esr�HERE Garmip USGS, rna INCRENI � urger E rii,[f1EFE G rr7irr 11 5 il,�fierr iap+IF4%� Ei E JT F t F a_,r[E r4)aparr t{ETfi;tE II IRE3r Esri J p F7,it.tETir.Sri Cf)Ir� Ghrn�:tFl�r K ngl.Esri'K�rea„E`sm°Tli ilanrl,?.NG Gt =ti tap rcattrrnu# �s;And �Ft1ailan�a .NGC-C t " p rStr��tf+1 j? of rr" tc�e;and th4°GIS, l�'e I U e'rC�rs,rziY:rnk tii Us el; Part 1 /Question 7 [Critical Environmental Yes �LArea] Part 1 /Question 7 [Critical Environmental Name:Peconic Bay and Environs, Reason:Protect public health, water, ,Area- Identify] vegetation, &scenic beauty, Agency:Suffolk County, Date:7-12-88 Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] Yes Part 1 /Question 13a[Wetlands or Other Yes- Digital mapping information on local, New York State, and federal Regulated Waterbodies] wetlands and waterbodies is known to be incomplete. Refer to the EAF Workbook. Part 1 /Question 15 [Threatened or Yes Endangered Animal] i Part 1 /Question 15 [Threatened or Piping Plover, Least Tern, Common Tern, Northern Long-eared Bat, Endangered Animal - Name] Leatherback j Part 1 /Question 16 [100 Year Flood Plain] Yes jPart 1 /Question 20 [Remediation Site] No J Short Environmental Assessment Form - EAF Mapper Summary Report I - oard of Trustees Applicat, AFFIDAVIT Blue Marlin Realty, LLC c/o Michael Mangan BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE .CONSERVATION ADVISORY COUNCIL, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS DAY OF C 1 STEVEN COX Notary Public i blic- State of New York Notary Public NO, 01COS110405 � Qualified in Suffolkr Cc(runty 4� My Commission Expires'Y_ �� Board of Trustees Applicat; AUTHORIZATION (Where the applicant is not the owner) I/We, Blue Marlin Realty, LLC c/o Michael Mangan owners of the property identified as SCTM# 1000- 57-01-26 in the town of Southold _ New York,hereby authorizes Islandwide Engineering & Land Surveying to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. r i Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS �DAY OF . STEVEN r,OX Notary Public-State of New York f( NO. OiC06110405 l Qualified in Suffolk Co my Notary Public 1 T Commis ion f"xpires y APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of SouthoWs Code of Ethics prohibits conflicts of interest on the bri of town officers and ern lowes The puroose of this form is to-provide information.which.can alert_the,lown_of_possible-conflicts'of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Blue Marlin Realty,LLC c/o Michael Mangan (Last name,first name,.r?iiddle initial,unless you are applying in the name of someone else or otherentity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee ✓ Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the 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 �,_r...�...-..._.�, NO If you answered"YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold_ Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer oremployee.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): E1A)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 non-corporate entity(wheat the 9applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or - —D)the actual applicant. _ _.,,........ ...... DESCRIPTION OF RELATIONSHIP Submitted this 0 day of F'14 U t"'y 202 Signature Print Name 6chael Mangan Form TS 1 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the..town_of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Islandwide Engineering&Land Surveying.D.P.C.-Jeffrey Patanjo (Last name,first name,.giiddle initial,unless you are applying"'in the name of someone else or otherentity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee ✓ Change ofZone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the 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 11 NO 21 If you answered"YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold_ Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)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): O—A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); FIB)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or _D)the actual applicant. DESCRIPTION Or RELATIONSHIP Submitted this 4 day o February 2026 Signature Print Name Je Patanj Form TS 1 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part,of town officers and emoloyees The purpose of this form is to provide information which can alert the townofbossible conflicts of interest.and allow it to-take whatever action is. necessary to avoid same. YOUR NAME: Islandwide Engineering&Land Surveying.D.P.C.-Karol Carvajal (Last name,first name,.diddle initial,unless you are applying'in the name of someone else or otherentity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee ✓ Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the 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 El NO R] If you answered"YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold_ Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)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,of child is(check all that apply): O—A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); F-1_B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); _C)an officer,director,partner,or employee of the applicant;or P-D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 06 day of February 2026 Signature Print Name Karol Carvajal Form TS 1 _'Ard of Trustees Applicatio,, PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS: C 5- 5 i- a7 5 - a� STATE OF NEW' COUNTY OF SUFFULx , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public ENGINEERING& ISLANDWIDE'' I LAND SURV YING 280 Main Street-Suite 1, Farmingdale, NY 11735 April 8, 2026 Town of Southold Trustees Town Hall Annex Building �,1,� 54375 Rte. 25 �ra P.O. Box 1179 Southold, NY 11971 RE: BLUE MARLIN REALTY LLC C/o MICHAEL MANGAN 450 BLUE R Z� 1-26 SOUTHOLD,NY 11971 g T SCTM Non1000-57 �n sus AFFIDAVIT OF MAILING Dear Trustees: Attached, please find Affidavit of Mailing and certified return receipts for the above referenced project. If you should have any additional questions or comments, please don't hesitate to contact our office, or email me directly at karol@islandwideengineering.com Very truly yours, Parolarvajal Project Engineer 4 ird of Trustees Applicati PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL REnCEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS: 1000-57-1-22 1000-57-1-25 Alberto[)onald Mangan Michael Alberto Arne M Mangan Erin A 88 Highland Ave 110 Hiawatha Dr port Vashington,_NY 11050 _ _ _ Brightwaters, NY 11718 1000-57-1-23 1000-57-1-27 Beltiore Family Irry Trt Stratigos Theodore 525 Blue Marlin Dr Laughlin Carissa _ Southold, NY 11971 30 West St Apt 12B k IAY 10004 I` e` ° Nlex. for. - - - w APR 1 3 2026 -� Outhold Toh,° STATE OF NEW YORK BOaroofTruees COUNTY OF SUFFOLK fn Fyn , residing at 2 g o -A.4 A sT being duly sworn, deposes and says that on the day of R}j?X& (, , 20 ?.� , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at tM t , that said Notices were mailed to each of said persons by CERTIFIED MAILIRETURN RECEIPT. Si na re Sworn to before me this Day of , 20 Notary Public public 'state of tam" aR NdY No.i02CA5015364WYo[k Queued in Nassau coun2 q Commission E%ps u t Postal Service P• - CERTIFIED oRECEIPT a RECEIPT ; •• • M� •. m Only. rn Bpi tit tint id`"a1r I'r` ilea Sul ' pkt � � e� { .,�.0 ' �';e. tZ ;�. :o., K.h..s �,,., is..R x ' '� ! W .,. t� xa-mar U S- :xw � ,•,0 Certified Mail Fee r P� Certified Mail Fee rr p n Lrl Extra Services&Fees(checkbox,addfeea �pp te) ,, Q �ry� 1, CS Extra Services&Fees(check box,add lee {gyp c'n,ate) ,✓t„'� 'Cp "r� ❑Return Receipt(hardcopy) $ 1Frr1_ �`.v 4 ❑Return Receipt(hardcopy) $ '1•"�' 't'Z" Q� u" 0 ❑Return Receipt(electronic) $ s ��tt ,/�Q" Post ark ❑Return Receipt(electronic) $ Postmadt� Q ❑Certified Mail Restricted Delivery $ (�(r.(:jf f Herq�V q� 'Q ❑Certified Mail Restricted Delivery $ :�jJ} Here- C ❑Adult Signature Required $ S D 1 y® i C ❑Adult Signature Required $ { ❑Adult Signature Restricted Delivery$ i •"' ❑Adult Signature Restricted Delivery$ s, C3 Postage _ � 'rs) 0 Postage a q�0 7-1-25 1.QgQ47-1-27 ;Mangan Michael Stratigos Theodore o ,,Mangan Erin A ------------ f o Laughlin Carissa r- 110 Hiawatha Dr r`- 30 West,#LApt 12B Brightwaters, NY 11718 New York;-NY 10004 r, r ,r ,rr•r. r ,rr•r. -- - Postal . � o RECEIPT m CERTIFIED MAIV RECEIPT' i m ' oy r 9 ft i 1,W1 I CEr 1 1 Q' art y x Certified Mail Fee m 7 Certified Mail Fee i,; J t-7m. .�.�r0 PI s5 Ln $t pp Y� ul P ltEl Ql �) $ t°,` Extra Services&Fees(check box,add tee to) f Extra Services&Fees(check box,add fee a, te) ✓ E ',. 1i!rt 3 ❑Return Receipt(hardcopy) $ .,; C V Return Receipt(hardcopy) $ / C7� -- --�};q-- Q r /, C3 ❑Return Recelpt(electronic) $ rJ. g c� ❑Return Receipt(electronic) $ ) I ostmark 'I •��.t P,gsf{rlark 7" 0 ❑Certified Mail Restricted Delivery $ •= C:3 ❑Certlfled Mail Restricted Delivery $ Kil_ Here �' y Here � ❑Adult Signature Required $ 1 _ jj Ua p ❑Adult Signature Required $ 8 'I WI r' �� { R` ❑Adult Signature Restricted Delivery$ ❑Adult Signature Restricted Delivery$ xj n 0 Postage *t m Postage (�• Sp y s m� u m IJ ltsi �sG n117, -1-22 r - �Ln Alberto Donald Ln Belfilore Family Irry Trt o Alberto Anne M 0 525 Blup Marlin Dr - ------ r� i ------- 68 Highland Ave Southold, NY 11971 ------------ -- --------------- Port Washington, NY 11050 r r, „r•„ t r r rr,•,. b' Glenn Goldsmith,President ,�SOFF01,t�o Town Hall Annex A.Nicholas Krupski,Vice PresidentGym 54375 Route 25 Eric Sepenoski o z P.O.Box 1179 Liz Gillooly o • Southold,NY 11971 Joseph Finora 4,- �a4� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of BLUE MARLIN REALTY,LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE- COMPLETE THIS FORM ON EIGHTH DAY OR LATER I, Tt'�f�c'1 �`ti ���a ,residing at/dba 750 /"`�1 I✓1 S7 , �A N-I 11 -73> being duly sworn, depose and say: That on the 6 day of rt��I/Lt L , 20 -7 6 I personally posted the property known as by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,April 15,2026. Dated: 141262 b e) Sworn to before me this n ql1day of Darlene D.Clasper Notary:Public,State of NewYork Notary Public No.0101,6175334 Qualified in Suffolk County —7 Commission Expires October 9,2Qj ING NOTICEL. OF HEA 'In 't � NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board-of Trustees at the Peconic Community Center Auditorium, 1170 Peconic Lane, Peconic, New York, concerning this property. OWNER(S) OF RECORD: BLUE MARLIN REALTY, LLC SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing one-story dwelling including all footings and associated appurtenances; construct an irregularly shaped 65.23' x 37.91' two-story, single-family dwelling with attached garage, a 5'x20.3' covered front porch, an 8'x11' west covered porch with 2'x4' steps; remove existing sanitary system and landward of dwelling install a Septi-Tech STAAR 0.75 I/A sanitary system and 200' of Quick 4 Plus Standard Infiltrators; install gutters to leaders .to dwelling along with driveway to a 14.8 linear foot trench drain to catch runoff; install silt fencing around work area until site is stabilized; and to maintain the existing 15' wide non-turf buffer area along the landward edge of the bulkhead. Located: 450 Blue Marlin Drive, Southold. SCTM# 1000-57-1-26 TIME & DATE OF PUBLIC HEARING: Wednesday, April 15, 2026 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which 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- suuporting 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# 57 01 26 PROJECT NAME 450 Blue Marlin Dr- Town of Southold The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval,license,certification: Nature and extent of action: See attached Location of action:450 Blue Marlin Dr,Southold,NY 11971 Site acreage:0.52 Present land use:Res. Present zoning classification:Res.' 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:Blue Marlin Realty,LLC c/o Michael Mangan (b) Mailing address: 1400 Old Country Rd Suite C-109,Westbury,NY 11590 (c) Telephone number: Area Code 51 s-333-0600 (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑✓ No❑ If yes, which state or federal agency?NYSDEC,SCDHS C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY, Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable Project is consistent with neighboring area and makes beneficial use of property.Proposed new construction with I/A style sanitary system. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable No Effect. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No❑✓ Not Applicable No Effect Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No Not Applicable No effect 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 ❑Not Applicable Project provides new sanitary system that has a positive effect on wetlands due to I/A style sanitary system with reduced nitrogen outflow. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑Yes ❑No ❑✓ Not Applicable No Effect. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No❑✓ Not Applicable No Effect. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No a Not Applicable No Effect. 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. ❑ Ye❑ No RI Not Applicable No effect Attach additional sheets if necessary WORKING COAST POLIC: Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III--Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable No Effect. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No R1 Not Applicable No effect. 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 RI Not Applicable No Effect. 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 z Not Applicable No Effect. PREPARED BY Karol Carvajal TITLE Agent DATE 02/06/26 ENGINEERING& ISLANDWIDE I LAND SURVEYING 280 Main Street-Suite 1, Farmingdale, NY 11735 February 10,2026 Town of Southold Trustees Town Hall Annex Building 54375 Rte.25 P.O. Box 1179 Southold,NY 11971 RE: BLUE MARLIN REALTY LLC C/O MICHAEL MANGAN 450 BLUE MARLIN DRIVE—SOUTHOLD,NY 11971 SCTM No.1000-57-1-26 WETLANDS PERMIT APPLICATION Dear Trustees: We hereby submit the application package, (1)original and three(3)copies of the proposed plans,stamped survey, photographs, and a check in the amount of$1,250. The purpose of the project is demolition of the existing residence and construction of a new two-story single-family dwelling, including covered porches, steps, adjusted driveway, an upgraded I/A sanitary system,and drainage system. If you should have any additional questions or comments, please don't hesitate to contact our office, or email me directly at karol@islandwideengineering.com Very truly yours, Aar Karol Carvajal Project Engineer E� I F E B 33 2020 IE,­f�I Southdd Town Board of Tru31Pe-IS