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Home My WebLink AboutTR-10703 Glenn Goldsmith, President So �® Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President �® �® P.O. Box 1179 Eric Sepenoski 38 Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples �® Fax(631) 765-6641 COUN`IY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 sc day of construction '/2 constructed When project complete, call for compliance inspection; Glenn Goldsmith, President ®��®F 80(/� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President e` ® P.O. Box 1179 Eric Sepenoski l Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 c®U01 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 22, 2025 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: 2440 VILLAGE LANE, LLC 2440 VILLAGE LANE, ORIENT SCTM# 1000-26-1-17.1 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, January 15, 2025 regarding the above matter: WHEREAS, En-Consultants on behalf of 2440 VILLAGE LANE, LLC applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated October 9, 2024, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 15, 2025, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the proposal complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of 2440 VILLAGE LANE, LLC to renovate and alter existing one &two story single family dwelling by constructing a 7.7'x6' extension of existing roofed over porch in place of existing 9'x6' portion of existing first floor to be removed (1.3'x6' portion of existing dwelling footprint to be permanently removed); a 9.1'x15.8' roof terrace over remaining portion of existing first floor; and a 24.4'x27.4' expansion of an existing second floor in place of and within the same footprint as existing storage attic over attached garage; remove and replace existing septic system and install an I/A sanitary system; and to install stormwater drainage system; all as depicted on the site plan prepared by Condon Engineering, P.C., received on October 9, 2024, and stamped approved on January 15, 2025. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, 14 a r Glenn Goldsmith President, Board of Trustees � ( HA"�4S'3°.E!';'r'L.�iT.:G1�'!:t�yr�n�.LTt;'f.''",.f2' '�U'.T°1�;�]k"' .r...rw,'SI�Yl�2:TC�''�S?'3f"R�•'"4'.''"TC'k6"'li�.4�'d;','3T,.`!'�"'".:YB.'1T.::A:t:S312�,'+S:GS'... ,•raa m'rrcrc:[F13fn,�,y't'Tv'�Sx�urrcazrva'uva'rr•'Y47xxr" v!�St,',s;'u�.fi4e.',",'�1'�5;� 7�" �14 ' BOARD OF SOUTHOLD TOWN,TRUSTEES f92 SOUTHOLD,NEW YORK -'' PERMIT NO. 10703 DATE: JANUARY 15, 2025 w ISSUED TO: 2440 VILLAGE LANE, LLC � 4 ` PROPERTY ADDRESS: 2440 VILLAGE LANE, ORIENT � �`'..,- '• SCTM# 1000-26-1-17.1 T . ' AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ' .a accordance with the Resolution of the Board of Trustees adopted at the meeting`held on December 18,2024, ' and in consideration of application fee in the sum of$1,250.00 paid by'2440 Village Lane,LLC and subject to •` f' the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and s permits the following: f Wetland Permit to renovate and alter existing one & two story single family dwelling a , by constructing a 7.7'x6' extension of existing roofed-over porch in place of existing t 9'x6' portion of existing first floor to be removed (1.31x6' portion of existing dwelling footprint to be permanently removed); a 9.1'x15.8' roof terrace over remaining portion of existing first floor; and a 24.4'x27.4' expansion of an existing second floor in place of z and within the same footprint as existing storage attic over attached garage; remove ° and replace existing septic system and install an I/A sanitary system; and to install t stormwater drainage system; all as depicted on the site plan prepared by Condon .. Engineering, P.C., received on October 9,2024, and stamped approved on January 15, , ` 2025. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. 1 d ' -� �i�i� iI 6•! v' �` 0 §"u�YY.�Ahld!Y$i�� 'die(i�i�i7hZ/r��.".�?1`f�'rt�"wneRff'.iRk7.7n�k"a`a(z`Ot. �aAiP.F-2w"C"n�P�€S'i¢.G�''rT.71lFL9' �..:+ 1,-'a'.'Cf'�^�c?_•.n '�"A�T<tuk;fiz5°r'-`i.;i. a.+r;}3 'lafi't1±,:Y]C1e�.7`MG$S°i.��\ �s Aw �� TERMS AND CONDITIONS The Permittee 2440 Village L ane LLC 2440 Village Lane Orient New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the-said Board of Trustees and the Town of Southold are released from any and all ' damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said"Permittee will, at'liis or her•own expense, defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the,work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be,retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents;and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board.. 5. That there will be no unreasonable interference.with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,.to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Pennittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental,to-Wis permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. DRAINAGE CALCULATIONS: Notes i THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2' •Aff wiring ad equipment are to be be provided and installed 6y the Electrical contractor(EC)in accordance with •_• RAINFALL STORAGE TO BE PROVIDED IN FRENCH DRAINS PROVIDING 3.5 CF1LF OF the National Electric Code(NEC)and local E lectrival Codes STORAGE THE DESIGN IS BASED ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF z •The EC will file all necessary forms and pay all fees for the electrical work shown on these drawings.The 1.0. s S contractor MnT arrange far aI inspections and secu►e a Fire Underwriters Certificate which is to be tamed over to the owner at the completion of the work INAGE AREA 'A! STORAGE REQUIRED 'Al faudation penetrations for entry of directly buried feeders are to be equipped with gaManmed steel sleeves. ROOF AREA: 8%SF X 1.00 X 7/12=149.7 CF RMC is to be used at an other foundation and floor penetrations, 'Fumish aid install new service equipment and circuit breakers as shown in these drawings. All panels and WI'I'OW BEET E L"-, 11 L' '00 PROJECT T ON 149.7 CF 13.5 CFA.F=42.8 LINEAR FEET REQUIRED breakers are to be labeled. The elect panels are to be instaled and grounded in accordance with the NEC and STORAGE Local Electric Codes USE ROWS 22 LF.EACH=44 LF.>42.8 LF. L� 'Al switch and outlet boxes,)unction boxes,and puff boxes installed on the exterior are to be galvanized steel PIPE TIE WITH 30 lb TENSILE STRENGTH DRAINAGE AREA'B' O C T 9 � S and rated for exterior use. WEATHER-RESISTANT POLYPROPYLENE �_ S AT EACH CHAMBER CONNECTION `� STORAGE REQUIRED: ORIENT HARBOR NP Ail exterior outlets are to be hosed in weather proof enclosures. i ROOF AREA: 1,114 SF X 1.00 X 71`12=185.7 Southold Town Tru a ESTABLISH VEGETATIVE COVER 185.7 CF 13.5 CF/LF=53.1 LINEAR FEET REQUIRED @oarti of stees NATIVE BACKFU T MIN. 1:3 SLOPE MAXTO _ LOCATION MAP MEET EX.GRADE OR SINGLE FAMILY RESIDENCE STORAGE PROVIDED: EX. RETAINING WALL CONNECTED TO PRIVATE WELL i `n PANEL � ._ �.� � �- �.\-\ \ �-�.� \ \_\.._......... _ � �• - i USE 3 ROWS 18 LF.EACH=54 .>53.1 LF., .� ,., ELEC / _._. ..-----. ..................... /_,,,� �� i ► �:> `; ��' GENERAL NOTES .... .... ::: ....'::: TOPSOIL BOARD CIF 'I rtiUSTE S . - - --•-•- ---- ` //� 'THE INFILTRATOR QUICK4 PLUS STANDARD LOW SINGLE FAMILY RESIDENCE TOWN OF S O U T H O L D 1. ALL MATERIALS AIND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS PROFILE CHAMBER SYSTEM SHALL BE PLACED IN ................•- \/ CONNECTED TO PRIVATE WELL AND SPECIFICATIONS OF THE LOCAL TOWN OR VILLAGE AND THE SUFFOLK COUNTY � EXTERIOR RATED JUNCTION BOX AMP BREAKER _ '-'.' ::• ACCEPTABLE LEACHING SOILS WITH CLEAN SAND AND 20 �` 1� DEPARTMENT OF(HEALTH SERVICES AS REQUIRED. BELOW GARDE IN A SPRINKLER j�// /� GRAVEL('sP•OR BETTER)WITH a 1�MPI DATE JC'n vk c,r` 0 �* PERCOLATION RATE IN THE EVENT POOR LEACHING .� PROPOSED 24A'X 27,V 2ND FLOOR EXPANSION"ft SF20 � I � 2 TOPOGRAPHIC SURVEY BY NATHAN TAFT CORWIN MUM SURVEYOR DATED 11t1511022.._ \ '\\ -':_ MATERIAL IS ENCOUNTERED,EXCAVATION IS TO BE ♦ "°"� ��1 `��i��l�� CONTINUED TO SUITABLE MATERIAL AND BACKFILLED /^ OF EX.2ND FLR TO BE INCREASED IN HEIGHT BY 2.5`t VERTICAL DATUM(NAVD.1988. l� - /i, l/ SINGLE FAMILY RESIDENCE $3�� TO INCREASE CEILING HEIGHT FROM 6`F TO>!S`t; � u - 12 H 80 CONDUIT IN 3/4'PVC AS DETAILED. CONNECTED TO PRIVATE WELL `-� a- OVERALL INCREASE TO EX.ROOF HEIGHT TO BE 5'-10', '-v-- -.__ ; 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR lfoSCE 80 CONDUIT 3q- PRESSURE LATERAL, tis't • : ,,' PER HPC COA,RES.1E09.26.2024.1 ?•_ __ .� TO THE COMMENCEMENT OF WORK THE CONTRACTOR IS ADVISED ALL SUBSURFACE rQ a INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED 3s-wroETaarcH SRE PER DESIGN DRAINAGE AREA'A' N/° d► �. NOTES ACCORDINGLY IN'THE FIELD. 'NATIVE SOIL AND I OR SPECIFIED FILL'SP'OR 2 ROWS 22 L.F.FRENCH DRAIN t 5 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM PLC CONTROL PANEL BETTER SOIL WITH 1-5 MPI PERCOLATION RATE $ 6• �' EXISTING ELEVATIONS ARE SHOW 15XHUS: FFL _ RST FLOOR 4. A MINIMUM SEPARATION OF TEN 10 FEET HORIZONTAL AND EIGHTEEN EN(18)NCI-ES W/HP80 COMPRESSOR AIR PUMP �' o `• EX WELL TO REMAIN G FL - FlGAWIGE FLOOR VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE ANDI�OR INFILTRATOR QUICK- PLUS STANDARD LOW PROPOSED11'X15STERRACEOVER o : - :: ELECTRIC RISER DIAGRAM EXISTING ORE STORY ROOF oil = \ .: .: Ts - TOP of f�F BULKHEAD sANITARYINESORsrRucnlRES PROFILE CHAMBER CROSS SECTION `•, % == TW - TOPBOT OF OF et,L,<H�AD \ 6 ' \ 71Y - TOP OF WALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS NOT TO SCALE APPROX.7.T X G PORTION OF EX-DWELLING \ • :.i_i_3'}_:=_---`_:-:== \ OW - BOTTOM OF WALL BEFORE COMMENCING WORK Y - ............... _ T_ -_ \ • TEST HOLE DATA TO BE REMOVED AND REPLACED WITH 46 SF NOTTOSCALE u u=-----------_.:- p COVERED PORCH EXTENSION 'z \ �s�\ _ -= ...... __ _ 9 e SINGLE FAMILY RESIDENCE r� p� �.AkDONALD F ON Or:7i7t3ER 14, 2022) 6. ALL UNSUITABLE M4ATERIAL AND DEBRIS SHALL BE DISPOSED OF N ACCORDANCE WITH APPROX.137L 6 PORTION OF EX 'l \\ _-- CONTRACTOR - -: x�o+$ • £ \ PROPOSED HYDRO-ACTION CONNECTED TO PRIVATE WELL ELEV. 52' 0. SHALL BE 5F'OPVSRBLE FOR DISPOSING OF TOWN,COUNTY.STATE AND FEDERAL LAWS,CODES ALLtJNSt11TABLE MATERIALS OFFSITE DEBRIS 1ST FLR TO BE REMOVED \ a %as $v •a _' AN�OOC YA OWES MM SAND � 1 W Ot. SHALL NOT BE BURIED ON-SITE FORCE MAIN CALCULATIONS: s�.` _ ��`� ` ". ACTION 2" 7• ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR PROJECT LIMITING FENCE I n � 'k, - PUMP STATION `SILT ML TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO PIPE MATERIAL HOPE FRICTION LOSS C:150 6`= \ \ \ J ed s :• • b ' - 3.2' (EL. 2.0 140iEST EXP. Gov EL) o ( ) LIMIT OF DISTURBANCE. \_ 4� _ -s' 3 6• WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. PIPE LENSTH: 80 LF.INCL BENDS(WORST CASE TO WASTE PIPE OUTLET) WATER IN BROWN SILT ML LOSS PER 100'@ 11/4`. 15.3 \- \ �o_ f � IMr HOPE FORCE MAN � { r� s a u I� 2, 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 P51 128 DAY STRENGTH ELEVATION CHANGE 6 3' EXISTING CESSPOOLS TO BE PUMPED DRY p.s \ \ C _ PROPOSED VALVE BOX r;�� `n WATER H t COARSE s�rro �v CONCRETE AND ABANDONED IN ACCORDANCE WITH THE TOTAL PPE LOSS: 15.3 X 80 LF/100'=12?+6.3'=18.5' SCDHS STANDARDS \ c • , " ► 9. SANITARY PIPE TO BE SDR35 PVC OR AS SPECIFIED ON PLANS. REMOTE PLC CONTROL PANEL �\ `�, � u i•_ 36'X 36'X 6'P.C.SLAB W/HP80 COMPRESSOR AREA OFPIPE (1114-X •rr/4)=12 DRAINAGE AREA 2 IW J 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS \ ^�� T \ v� � � e t 3' GPM 2 WITH 6X6 WI AXW1.4 WWM 7 GPM @ 18.s HEAD LOSS(SEE CHART BELOW) 3 ROWS 18 LF.FRENCH!?RAIN Ts \ ` \ �\ _ NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS, a VELOCITY: V=0.4085 X FLOW/AREA OF PIPE(2 FT.PER SEC.MINIMUM) PROPOSED HYDRO-ACTION CONTROL " \ k ¢� \ \ _ _ DRAINAGE INLETS„ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION XA a PANEL AND AIR PUMP ON A 36'X 36'X 6' \• PROPOSED 13 LF.INFILTRATOR WATER AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO'THE NEW e ALL ELECTRIC TO BE PLACED V=0.4085 X 27 GPM 1122 IN==9.0 FT/SEC>2 FT/SEC. ~P C.SLAB WITH 6X6 WIAXMIIA WWM s TECHNOLOGIES QUICK4 PLUS STANDARD YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. IN SCH.80 PVC CONDUIT \ c, CONTROL PANEL&AIR PUMP ELEVATION USE A 1114-HOPE FORCE MAN LOW PROFILE CHAMBER LEACHING SYSTEM (TYP.OF 4) 11. ALL BACKFILL SHALL.BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR PROPOSED VENT TO BE TERMINATED �"u TEST. THROUGH ROOF WITII A CARBON FILTER \ \ 12- TOTAL LOT AREA AREA=12,925 S.F. \� ELECTRIC LINE TO BE \ ` \� CLEAN OUT WITH A PLASTIC VALVE BOX PLACED IN CONDUIT \ - `• \ _. INSTALLED FLUSH WITH GRADE(TYP.) �^ ` e •_ e \ 4z�p x� cg \ 5-PROP.DISTAL HEAD HT.(TYP.) NAVY STREET I/A UNIT BUOYANCY CALCULATIONS: r� MEET EXISTING GRADE HIGHEST EXPECTED GROUNDWATER ELEV. =2.0 AT 1.3 SLOPE MAX t� \\ �\ u im Nam os s * I o 'tea PROVIDE ROOT PROTECTION BOTTOM OF VA UNIT ELEV. _�.3 WITHIN to'OF THE TREE TOTAL BUOYANT FORCE: 18.5 �\\ \ �l��COW '- 49.15 SF X(2.0{3.3))X 62.4 PCF=-16,255#X 1.5=24,382# EX.TREE TO REMAIN \ 4 , POW RESIST FORCE(WEIGHT OF VA UNIT)=16,350# ' �° SINGLE FAMILY RESIDENCE 52'00'� W 62'04 � CONNECTED TO PRIVATE WELL ADDITIONAL BALLAST REQUIRED. r w/b/P :s. SWAP, 24,382#-16,350#=8,032# 8,0329/150 PCF=53.5 CF PROVIDE 54 CF OF CONCRETE BALLAST. PUMP STATION BUOYANCY CALCULATIONS: SINGLE FAMILY RESIDENCE CONNECTED TO PRIVATE WELL HIGHEST EXPECTED GROUNDWATER ELEV. =20 PSD LEACHING SYSTEM DESIGN CALCULATIONS: BOTTOM OF I/A UNIT ELEV. =-20 SITE PLAN -4 BEDROOMS TOTAL BUOYANT FORCE 6.94 SF X(2.0{-2.0))X 62.4 PCF=4,732#X 1.5=2,598# -1��N RATE SCAM 1'=3Q RESIST FORCE BALLAST REQUIRED: USE 3.0 GPD/SF LEACHING RATE FOR SHALLON PRESSURE DRAIN FIELD CATEGORY 1 PER TABLE 13. 2,598# 1150 PCF=17.3 CF 4 BEDROOMS X 110 GPDIBEDROOM=440 GM /�I PROVIDE 18 CF OF BALLAST. Missing or invalid reference 440GPD13.0 GPD/SQ.FT=146.7SF Fi I e: F: \HH Pumps. p d f TRENCH W TECHNOLOGIES O"PLS STANDARD LOW PROFILE CHAMBER LEACHING SYSTEM: J Sheet: 2 146.7 SF I WIDTH=51.8 LF. USE 43 ROWS 13 LF.INFILTRATOR QUICK4 RL.US CHAMBER LEACHING SYSTEM=52 L.F.>51.8 LF. KjN G STREET 50%EXPANSION: USE 2 ROW 13 LF.INFILTRATOR QUICK4 PLUS CHAMBER LEACHING SYSTEM=26 LF.=25.9 L.F. 50%EXPANSION NOT SHOWN. N.Y-S.D.E.C. ADJACENT AREA COVERAGE 2'VENT ADJACENT AREA = (12,925 sq. ft.) HEALTH DEPARTMENT APPROVAL STAMP THE VENT TO BE TERMINATED 1114'0 PVC PEW.PIPE W/1/8'HOLES @ Ir O.C.PEW.HOLES SHALL BE BUILDABLE DEFINED OT LANDWARDCOVRA GC E.H.A. BOUNDARY 9,816 s ft. THROUGH THE ROOF. ALONG PIPE INVERT.PROVIDE GEOGUARRDORIFICE SHIELDS @ 18'O.C. DESCRIPTION AREA X LOT COVERAGE ( ) q 17 MIN. VALVE BOX ORIFICES TO BE IN THE 12 O'CLOCK POSITION WITH EVERY 5TH ORIFICE HOUSE 1,642 sq. ft. 12.7% INSTALLED IN 6 O'CLM POSITION DESCRIPTION AREA X LOT COVERAGE 6'MIN. WATERTIGHT PLASTIC FRAME&COVER VALVE(TYP.) TO PSD FRONT PORCH 128 sq. ft. 1.0% CARBON FILTER W/APPROVED LOCKING DEVICE TO TO PSD MATERIAL ��ALL BE USMAS�� HOUSE 1,642 sq. ft. 16.7X DACE WATERTIGHT PLASTIC FRAME t4 COVER W/APPROVED WEIGH 60 LBS.MIN.OR SECONDARY FILL REAR PORCH 178 sq. ft. 1.4X WOOD DECK AT N.W. 1THO4 REVISED PER LOCKING DEVICE TO WEIGH 60 LBS.MIN.OR SAFETY LIDS I DEVICES TO BE PROVIDED TO PSD 13 LF.INFILTRATOR 0UTCK4 PLUS STANDARD LOW HOUSE CORNER 30 sq, ft. 0.3X SOU24 SCDHS HPC APPROVAL PROFILE CHAMBER LEACHING SYSTEM WOOD DECKS 67 sq. ft. 0.5X 2/12/24 SCDHS COMMENTS SECONDARY SAFETY LIDS/DEVICES TO BE PROVIDED TO PSD PLASTIC VALVE Box INSTALLED CELLAR SCDHS COMMENTS CLEANOUT 7 VENT TO VA UNIT RUSH WITH GRAPE CELLAR ENTRANCE 31 sq. ft. 0.2X REAR PORCH 178 sq. ft. 1.8X FRONT PORCH 128 sq. ft. 1.3% REVISIONS VALVE BOX 13 SLOPE MAX TO F.F.EL.828 FI-52 MIN. 3'MIN. CONC. APRON do SLAB 70 sq. ft. O.SX 4.7 EL 5.5 5 5 EL 52 EL 6.5 MAX MEET EX GRADE SHED 127 sq. ft. 1.3% ADJUST VALVE TO PROVIDE 6 EX.GRADE OUTSIDE SHOWER 20 sq. ft. 0.2% OUTSIDE SHOWER 20 s ft. 0.2% INV.EL 2.85 BALL VALVE HL MAX AT DISTAL END INV EL 3.0 - EL 47 q• INV EL 5.4 INV.EL 2-8 (5'DISTAL HEAD HEIGHT) SHED 127 sq. ft. 1.0X ''- TOTAL EXISTING 2,125 sq. 0. 21.6% ; INV.EL 3.3 EL 27 EL 4.0 INSTALL LONG TOTAL EXISTING 2,263 sq. ft. 17.5% NV.FI 4'SANITARY WASTE PIPE NV.EL 2.6 11W PVC SCH.40 it P/O HOUSE TO BE REMOVED -54 sq. ft. 4'SANITARY WASTE PIPE NV.EL 4.3 ENDCAP SWEEP FITTING PITCH 1/8 INCH PER FOOT SANITARY FORCE MAN P/O HOUSE TO BE REMOVED -54 sq. ft. PITCH 1J4 NCH PER FOOT 7(2 FAN.) Z UNDERLYING ORIGINAL SOIL TO BE PROP. PORCH EXTENSION 46 sq. ft. SLOPE FORCE MAIN TOWARDS --EXCAVATED TO ACCEPTABLE 'SP'OR'SW' PROP. PORCH EXTENSION 46 sq. ft.----- ---------- LNG---------- -- - --------------------- N - AL PROPOSED 2.255 sq. ft. 17.4X 5'MIN. TREATMENT TANK EL 2 0 HIGHEST EXPECTED GROUNDWATER ELEV. SOIL WITH A 1-5 MPI PERCOLATION RATE TOTAL PROPOSED 2,117 sq. ft. 21.6% • .... �s. -------------•------------ TOT HYDRaACTIO+ PROVIDE 54 CF of CONC. PROVIDE 18 CF OF CONC. S.C.T.M.:DIST.1000 SEC.26 BLK.1 LOT 17.1 AN-5000 VA OWTS BALLAST FOR BUOYANCY BALLAST FOR BUOYANCY POLYLOK 3017-20H6 20' HYDRO ACTION 141 GALLON PUMP TANK WITH SET DISCHARGE PUMP FLOATS TO 17 PEA GRAVEL BASE ROUND SEPTIC VALVE Box PROPOSED SHALLOW PRESSURIZED DRAINFIELD A,l2HPHYT PUMATIC PORA 20�,EFFLUEffrDEQUAL °RA1'�0`EDEQUAL Condon Engineering, P.C. MCNAIRY RESIDENCE PROVIDE 32 GALfDOSE MAX TO PSD -- __-r PUMP OR APPROVED EQUAL NOTE: Scale:AS SHOWN HYDRO-ACTION AN-500C DETAIL SANITARY SEPTIC SYSTEM PROFILE PSD AND TREATMENT UNIT TO BE COVERED NOT TO SCALE BY A MAINTENANCE AGREEMENT. Plans are prepared by Condon Engineering,P.C. I is a violation of the New York State Education 2440 VILLAGE LANE (SEE ADDITIONAL DETAILS ON SHEET 2) Law,Article 145,Section 7209.for any person unless acting under the direction of a licensed 1755 Sigsbee Road Professional Engineer,Architect'or land Sim",to alter any item in any way.f an I m bearing Drm by JJC Matfituck, New York 11952 ORIENT, NY OF fie seal of an Engineer.Ar hued,or Land Surveyor is altered,ft aRering Engineer,Architect,or SANITARY SEPTIC SYSTEM PROFILE � � � '"�seal ai Stmveyor shall �°� "' d°1e 10"�°"^��' �hisr� (631)298-1986(631)298-2651 fax signature and the date of such alterations,and a specific description of ft afteration. Date: 10/30/2023 g g SANITARY PLAN www.condonen ineerin .coo N OGG O. PRINT/PART NO. PART DESCRIPTION REV DATE s'/3 PUMP/COMPRESSER POWER CIRCUIT 120105 PRINTIPART NO. PART DESCRIPTION REV DATE G I� HA- BASIN,RIBBED 141 GALLON PUMP TANK UNASSEMBLED 000 5/26/2020 AKP20030 BASIN RIB 24 X 72 005 7/19/2019 n4� n4 ' z 0- L1 —p'�� M1 ex SPRAY PAGE . r 171 t r„T off U PUMP PUMP RATINGS: 1 0241 N NMOTOR05 3/4HP 0 115V (6)INSERTS ON A •• Cyr M2 csR s LOOPS rl G 15.0 F LA. AKP60190 027 3/4 in 026 3/16 in B.C- a B1C �"` B1C RP RECIRC UMP RATINGS: 13 24" LID ,,� ,� .1r PUMP 3/4HP 0 115V 022 3/4 in I N MOTOR 15.0 F.L.A. if� @)00 r241 CB3y M3 I G eDr Ct-- c� • .� • � , r 811 --�—O MIXER LIMP RATINGS: PUMP 3/4HP 0 115V WHr N MOTOR 15.0 F.L.A. ON —I 11 G r S ,r7a CB4 00 N szo � � _ � �r � COMP %4HP 0 115V AKPI0 � 132 N MOTOR 5.4 GASKET PACK £ (INaUDED with LID) n NOTE: ALL MOTORS A. yDI _- C F I � 1 Z E Plc CONTROL PANEL CD MUST HAVE MTERNAL Z 5 w HP80 COMPRESSOR C" ,t Gl 5 OVERLOAD PROTECTION LJJ is .� LR1—Q1 Wxr OCT0 0 15 14 3 "°° M1 _ . —I C ow LR1-02 r.« M2 .Nr = 11 fTl South Id Tow 1-9 Board Tvste s E3 2 ®� E3 BLU LR1-03 A Eq� RUNNING r 8 t— M3 1-92 ® ® m G IXER RUNNING ow 0 3 8 7 0 LR1-04 LR1 Wvr 4 B eu, RED 16 PLC INPUT 12 6 —I ow AS-1 roc 0 7 10 ® 0 w" 5 6 �n RUN AUD. rl 'T B ALARM D ® 12 D HWA MUTE 2K 14 � 72 1/8 in aw TEST D 11 ® ® ®/ D O ALARM LIGHT D O Z euc RED .Nr Z 9 C e C .T 2 ]D ENABLE �® 4 ® 47 PLC INPUT C C 6 OVERRIDE LZj °LU 3 4 CSR 12 PLC INPUT OLD *" 14 PLC INPUT TIME DOSE TAN `� 9 91 in 17 PLC INPUT 10 BILL OF MATERIALS DEMAND BILL OF MATERIALS BILL OF MATERIALS ITEM P/N DESCRIPTION CITY: SPRAY TAR 18 PLC INPUT ITEM QTY PARTNUMBER DE9OUMON TrEM QW PART NUMBER DESCRIPTION 29 314 in HA-180056—R TANK, AN500 245 NITROGEN REDUCTION REMOTE 1 NOTES: FLOAT SWITCH TO BE RATED 2 AIMP AT 120V MINIMUM. 1 1 AKP20030 BASIN RIB 24xn 9 1 100151 PUMP OfLUENTMCD-SLX1/2HPSID A 180055 TANK, AN500 245 PRETREATMENT 1 MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. z 3 Aas240056 GROMMET,lzsADarrAnEx 10 z 120044 srvlro+ ROATr 2sraasoMnsrER B 130002 KIT, SNG 2 TANK CONNECTING STANDARD 1 W1 B1 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL W1 3 1 loom PIPE,4-Sch40PVC 11 1 702012 ADAPIER MALE 1-1/4' BOM C 100111 ASSEMBLY, RE—CIRCULATION 245 COMPLETE AN500/AN6OO 1 REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in—lbs. FIELD WIRING MUST BE A MINIMUM OF 607C COPPER WIRE. 4 1 AI70003r9 c IPE,1,4-SCH8oa)ND IT3T 1z z KMI aAMPRob"O 1-1/16-224SattanMP D AN500—P AN500 W PLATFORM COMPLETE 1 CHANGES TOLERANCES DRAWN BY DATE s 1 700034 PIPE,1 1�4-SCH so C�IDUIT 30- 13 1 AIO'60190 Rohxnoid Gwen 24 S�fd ITEM QN PART NUMBER DESCRIPTION 6 1 100028 CAP,HUB 6•PVC SDR 14 1 702014 PIPE,1 1/4-SCH 40 PVC PkB%RE SW 1 6 AKRIO130 1/4-20 Aluminum Insert/Open Ends E EC50-30—L100—PLC EC50-30—L-100—PLC 1 DECIMALS C.BARRICK 11/srs*-010 MATERIAL SPECIRCATION: D SCHEMATIC ELECTRICAL = 7 1 7020054 ELL,901 1/4-SCH 40 P1AC 516 15 1 702014 PIPE,1 1/4-SOI 40 PVC PRESSURE 24- E �005 r B 1 702001 UNION,l u4-scrl 4o Pvc s>cs FRACTIONAL DRAWN BY MA ATURE DRAWN BY MATERIAL SIGNATURE C SCALE: PART NO. SIGN TCT olyethylene + - 0.125 UNLESS SPECIFIED OTHERWISE Polyethylene 11+/-0.125 UNLESS SPECIFIED OTHERWISE B ANGLES AS NOTED FULL 120105 IAI I X-=*i/r • •. AN500 245 NITROGEN REDUCTION SYSTEM REMOTE DRAWN eY:AM MIS ' APPROVED BY: SIGNATURE DAB: REV. PART hyd;��tiol1 10/19/17 000 HA-180056—R INFILTRATOR WATER TECHNOLOGIES INFILTRATOR WATER TECHNOLOGIES FLUSHING MECHANISM AND QUICK4 PLUS STANDARD LOW PROFILE CHAMBER INSPECTION PORT WITH VALVE BOX PRODUCT SPECIFICATIONS TYPICAL DETAIL (NOT TO SCALE) (NOT TO SCALE) TOP VIEW QUICK4 PLUS ALL-IN-ONE END CAP MONITORING PORT, 4" PVC PLASTIC VALVE BOX INSTALLED 53" f-10.4" EFFECTIVE LENGTH* FLUSH WITH GRADE 0 8„ h ��IIhI>=11�I1r- INSULATE BOX — J�-18"-- � AS NECESSARY 3.3" INVERT 13.3" - o o — o o _ o o - o o QUICK4 PLUS END CAP I� PVC FEMALE ADAPTOR WITH A �--4.5" EFFECTIVE LENGTH* MALE THREADED CAP 8„ 0 "— NOTE: INSTALL LONG 18 INSPECTION PORT 3.3" INVERT tt 6 ��~' I F SWEEP FITTING INFILTRATOR" INFILTRATOR WATER TECHNOLOGIES INFILTRATOR CHAMBER7 DCAP 4 Business Park Rd.Old Sayb *CT06475 221-4436 SIDE VIEW END VIEW (ANY MODEL) FLUSHING MECHANISM AND 48" INSPECTION PORT WITH VALVE BOX (EFFECTIVE LENGTH) TYPICAL DETAIL 8's Dial CTs Date: 07/08/2014 REVISIONS INFILTRATOR' SC*:NOTTOScx eckedby DFH Sheet 1 of 1 _ - - » INFILTRATOR4 ss Rd TER TECHNOLOGIES Old S PROTECT FRENCH DRAIN WITH 6 OZ. HEALTH DEPARTMENT APPROVAL STAMP 3 4 (600)2214436 MN.I NONWOVEN GEOTE)MLE(FILTER 4 0' QUICK4 PLUS STANDARD FABPJC)MIRAFI 140N OR AN APPROVED LOW PROFILE CHAMBER EQUAL UNTIL LANDSCAPING AND GRASS SEED OR SOD ' 'ALL VIEWS INSTALLED LENGTHS PRODUCT SPECIFICATIONS IS ESTABLISHED. _ t2'fd PVC i „- Plans are prepared by Candon Engir ee ft,P.C. It is a violation of the New York State Education D�bY E.AIv. Dace: 02 O8 201 4'MAX - - - - - - PERFORATED PIPE � SANDY'TOtSSOt[:--",.`- scale:NOT TO SCJLL G�edced yr sneer 1 of 1 Law,Artide 145,Section 72D9,for any person unless under the&ection of a licensed Professional Engineer,Arddet or Land Surveyor,to alter any item in any way.If an ftern bearing the seal of an Engineer ARhilett,or Land s aftered,the io Surveyor altering Errgmeer.Arehrteci or Land Surveyor shall affix ID tw item his m seal and the notation'Aftered by,followed by hmftw ` /s�� ;S 1. r"' signature and The date of such alterations,and a specific description of the alteration. S.C.T.M.: DIST. 1000 SEC.26 BLK.1 LOT 17.1 WRAP WITH 6 OZ.(MIN.)�� NONWOVEN r GEOTEXTILE(FILTER FABRIC)MIRAFI UM OR Scale:AS SHOWN Condon Engineering, P.C. MCNAIRY RESIDENCE AND COMPACT ATERIAI PLACm 2440 VILLAGE LANE \�,� �coMPaCTED IN ACCORDANCE Dram by.JJC 1755 Sigsbee Road EXCAVATE THROUGH BOG AND CLAY INTO A VIRGIN �� y��\ \�y�\�� D�IN PIPE Z� Maffiduck, New York 11952 ORIENT, NY OF STRATA of sanm AND GRAVEL BaCl�n.lwff"H FRENCH DRAIN DETAIL (631)298-1986(631)298-2651 fax SUITAB.E POROUS SAND AND GRAVEL MATERIAL Date:10/3012023 www.=donengineedng.com SANITARY PLAN SOUT.00L' TRUSTEES No. Issued Issued To Address. - THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION .TOWN TRUSTEES OFFICE JOWN OF SOUTHOLD SOUTMOLD, N.Y. 11971 TEL 765-1892 QSUFFU(,�l' Glenn Goldsmith,President �. OGy� Town Hall Annex A.Nicholas Krupski,Vice President .� 54375 Route 25 0 Eric Sepenoski W ,? P.O.Box 1179 Liz Gillooly y • �� Southold,NY 11971 Elizabeth Peeples �O! �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: En-Consultants on behalf of 2440 VILLAGE LANE, LLC requests a Wetland Permit to renovate and alter existing one & two story single family dwelling by constructing a 7.7'x6' extension of existing roofed over porch in place of existing 9'x6' portion of existing first floor to be removed (1.3'x6' portion of existing dwelling footprint to be permanently removed); a 9.1'x15.8' roof terrace over remaining portion of existing first floor; and a 24.4'x27.4' expansion of an existing second floor in place of and within the same footprint as existing storage attic over attached garage; remove and replace existing septic system and install an I/A sanitary system; and to install stormwater drainage system. Located: 2440 Village Lane, Orient. SCTM# 1000-26-1-17.1 Type of area to be impacted: 4,S-aItwater Wetland Freshwater Wetland Sound 4-�Bay Part of Town Code proposed work falls under: )OChapt. 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/Modific tions/Conditions/ Present Were: G. Goldsmith N. Krup ki �E. Sepenoski L. Gillooly E. Peeples 24.4' 24.4' u/ u/ EXISTING HISTORIC FACADE AREA OF PROPOSED WORK U 9. 11 9. 11 NO PROPOSED WORK LLJ EXISTING MAIN ROOF-NO PROPOSED CHANGES E P 1'(FROM SURVEY DATUM.Ol NEW ROOF&DORMERS GE TOP of ExIll AND Ro°F i O EXISTING GARAGE•STORAGE rro PROPOSED GRANGES _� 1Q LOWERED ROOF HEIGHT v of vRovosED 00 ❑ M1 ,<(4 +!*' II i li�. y - BEDROOM ODF . M � �i•i 'I :J 1.+' NEW t NEW TOP OF EXISTING GAPAGE ROOF ,- OR OF EXISTING FN 2ND FLOOR N [ID __— � I ---_ - -- — - m�m _----- 9.0' _ 9.01 OP SOF E%ISTNG FIry 1ST FLOOR — - _- -_ - R O T OF EXISTING FIN 1ST F100 W -L_LLI_LLLLL _LLL LLLLLL _LLv.LLt_LLt .LLLLLI-LL �LLLLLLI_ ------ L LLLLLLL.LL LLLL_LLLLL t_LL_LLLI_LL LLL LLLLL. -.L_LLLLLi.. --- <9' B A.'I ELEV OF GRADE BUILDING A TO BOILDI A ADJUSTED TRANSOM GLASS AALI TOE ELEV of aRAOE N N DISTANCE FROM EXISTING STRUCTURE TO NORTH PROPERTY LINE C° `� `°`°`BVB®ExIBT DEL�R EAST ELEVATION ( NORTH LOT LINE SKY PLANE ) IM-rvBIDN RT-N,NA FROM BUR Ev°ATE°ND°iB 2- EAST PREPARED B,NATRAN CORWN 00 _ W W E n Q r ('7 EXISTING M ROOF-NO PROPOSED CHANGES TOP OF EXISTING MAIN RODE NO PROPOSED CHANGES ;PRO ,SED NEW POOP `9 -- TOP OF PROPoSED BEDROOM ROOF LOWER R OF HEIGHT -,� ■ fY ■ ll 1 ,Tt t}. �- Iµ NEW NEW 1 TOP OF EXISTING GARAGE ROOF 19.9' 19.9' 0 - ------------ -- --------- ______________-._-______— EXISTING___. __-____. 4.6' 4.6' SHOWER __-_.______-._________.-______...-__ EXISTING FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN ...... NEW .. .. TOP 30F EtISTING FIN tST FLOOR 1642 SQ. FT. 1588 SQ.FT. - -- EXISTING GARAGE/STORAGE AVEPAGE ELEV OF GRADE -'-3j TO REMAIN Aw rO eulLewG REDUCED IN FLOOR AREA DISTANCE FROM EAST PROP IJUE - - - - - - - - - - - - - - -� NORTH ELEVATION ( EAST LOT LINE SKY PLANE ) I � I -- - AREA OF PROPOSED WORK EXISTING HISTORIC FACADE .. NO PROPOSED WORK I I � EG cHANCEz STING MAIN ° t NEW ROOF&DORMERS OVER of EXISTING MAIN-F rvOFvanFO OF % Fix EXISTING GARAGE/STORAGE U eRDPosEO eHANGES 41 \ll zss — 1Q LOWERED OOF HEIGHT - — TOP OF PROPoSED BEDROOM POOF 1 T F . ---- Tf, ■ ❑ > } ;,J t.; 120'-0'TO PROPERTY LINE zo, TOP OF EXISTING GAPAGE R O .. -- ., / NO PROPOSED CMANOE� TOP OF ExIST�NG MAIN ROOF n O � ___ _ L — — — — — - = XIS ZL XIS EXIST c) E T EX T EXIST E T 1 1 - .. TOP _- — .: ----__-- - -_ OF EXISTING FIN 1ST FLOOR LLLLLL LL LLL LLLLL LLLL�.LLLL LLLLL LLLL Ll t LL t LLL LLLLL_LL LLL t_LLL LL L-L :.LLLL_LLLL LLLLLLLL l L_LLLL t LLL. L t LL L_LLt L U_LLLI L LLI t_LLLLL L '.L_Lt.l_I_L.L_I_ 1LLL_I.LL!t_ L-t_LL_!LLL_... L_L t_Lt_t_LLL L_f i_LLLL L_L_LI .LL- <IIJ�PI_JC .. gvERA ADJ To BUILDING Co . - qDJ TO BUILDING J � GE ELEV OF GRADE M. AVERAGE ELEV OF GRACE ry W c/'� .. ' WEST ELEVATION (SOUTH LOT LINE SKY PLANE ) O AREA OF PROPOSED WORK EXISTING HISTORIC FACADES �2 -, - NO PROPOSED WORK OvBpF EXISTING MAIN ROOF 2 4.4' I 2 4.41 I , r _ ND PROPOSED°H G FA ❑ Fh4 ■ SKYPLANE I. Y ij NEW RAILING BEYOND ON NEW ROOF DECK y y17! y JJ"1'I"" ` '+�4 �' ILL S L •� D I AG RAM c EXISTING COVERED PORCH EXTENDED ---- OF OFVXSsrrr,MAIN ROOF Lu NO O CHANGES ' _ _ J L J SEE PLAN ^ EXISTING SECOND FLOOR PLAN PROPOSED SECOND FLOOR PLAN NEW EXICLASTING EXPOSURE&COO MATCH - - - EXISTING BOARD SIDING I COLOR -- - ----- --- - -- --- -- 703.4 SQ. FT. 1232.6 SQ. FT. juddTown ruftcs L D10. 31 . 23 - _--- Board of T -- u EXISTING MASONRY FOUNDATION& MEL LL FLOOR FRAMING TO REMAIN g EXISTING 1ST FLOOR 1642 .0 AVENGE ELEV OF GRADE ADJ TO BUILDING EXISTING 2ND FLOOR 703.4 DISTANCE FROM EXISTING STRUCTURE TO WEST PROPERTY LINE 1 . REV. 9. 10.2 4 2 3 4 5.4 PREPAREDDBY NAT AN o�I�°M SURVEY D TED NOV 15 tDlt SOUTH ELEVATION (WEST LOT LINE SKY PLANE ) PROPOSED 1ST FLOOR 1588 .0 PROPOSED 2ND FLOOR 1232 .6 2820.6 LOT LANDWARD OF CEHA IS 9,816 ALLOWABLE GFA IS 2100 MAX. ��ED A/? car. w GROSS FLOOR AREA CALCULATIONS SKYPLANE DIAGRAMS0 021 ro * d `� OF � � U W A L— E = O U � EXIST. EXIST. _g OUTDOOR OUTDOOR A.C. SHOWER EXISTING FACADE SHOWER co TO REMAIN UNIT TO REMAIN TO REMAIN 7 z �_ " J zn E z H O -1 I NOTE: LTV BATHRM # 1 EXISTING BUILDING FOOTPRINT �N W EXISTING STOOP ( I EXISTING STOOP WC r TO REMAIN ( TO REMAIN UNCHANGED TO REMAIN 12 SH ER II LL Co Q - 1- - REMOVE EXISTING DOORS. I j II REMOVE EXISTING FIXTURES, DOOR & WALL I 1 REPAIR WALL TO NEW DIMENSIONS 2 2 II AT EXIST. BATHRM. AS SHOWN < ( I I ( I FOR NEW DOORS. A-8 riN q_g - JI REMOVE EXISTING STEP, RAI'\\ WALL REMOVE EXISTING WIN OW & I L I 1 I W LAUNDRY MACHINES:-- -- -_-1-�-=�=_zz_��_ __ _ _ _ _ _ _ _ _ _ _ _ _ _ � BEDROOM # 1 GARAGE & STORAGE AREA II j - - - 0 - - -`1 EXISTING FLOOR FRAMING & - - REMOVE EXISTING GIRDER & COLUMNS. EXISTING CONCRETE SLAB W ' I REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION TO REMAIN UNCONDITIONED SPACE J ! - - - - TEAPORARY BRACING & NEW FRAMING. 14O Q / CEIL. & WALLS TO BE \ / RE-SURFACED W/ 5/8" GYP. BD. EXISTING GARAGE & STORAGE AREA & INSULATED R-15 MIN. III REMOVE EXISTING DOORS TO REMAIN oo fIC\J & PARTITION WALLS EXISTING BEDRM #1 REMOVE EXISTING DOORS. Y 0 I Y REPAIR WALL TO NEW DIMENSIONS G III FOR NEW DOORS. 3 O r� III REMOVE EXISTING WINDOWS 1 2'-1 14" 3 Li O Lu Lu o d DL - - - - - -;- -;- r- �- NEW a n / O PWD. RM. I (PR P S E STAIRCASE Ow REMOVE EXISTING STAI�tCAPE i � I I EXISTING FACADE ( � c I TsI T I UP s IS. o EDRM. w TO REMAIN I I / Q UP 16 F IS. FO NO FLOOR Q - d - -_- -_ REMOVE EXISTING DOO �/� I \ & REPAIR WALL ,C �� ( I I I BOOKOCAS ! I ( I \ REMOVE EX� J STAIRCgSE - REMOVE EXISTING DOOR I I I i I ( I I w I PROVIDE NEW DOOR REMOVE SECTION OF w -� -1 -/ I I—L_ 0 0 EXISTING 1ST FL. WALL & ROOF— - - 11- = r T Q © EXISTING WALL j REMOVED TO ACCOMODATE AREA REMOVED -�-- a EXIST. v EXPANSION OF EXISTING COVERED I I / - -- -I Y I COVERED POR L Y \ TO ALIGN W/ I IS PORCH. SEE STRUCTURAL DWG. I - - / \ / - - - - - U 0 I FACADE. ( U O - - - - -- - -- - -- - - - Oo - - - - - 3 — - - - -- -- -- O �w o j l i REMOVE EXIST. DOOR _0 9, 0„ & SECTION OF WALL + z ( I I O z o II i xo II I I ILL wz I I wz LIVING ROOM I I ( I I ( 20 LIVING (ROOM � II I ) IPORCHII EXISTING TO REMAIN FIREPLACE EXISTING EXISTING I EXISTING FIREPLACE I I I I I D ( �M"IE:'RIEI (PORCH POOR"ICH j I - - - - - - I I I - - - - - I(NO CHANGES) I Z i I I KITCHEN I DEN ( I I 21 KITCHEN ( DEN (NO CHANGES) I (NO CHANGES) O (No CHANGES) I I (No CHANGES) z W JLLI ry IL i z 3 o1 O o II o II II II DINING ROOM I I 22 DINING ROOM I I (NO CHANGES) (NO CHANGES) I FIRST I II I j FLOOR idEXISTING 26 PLANS UTILITIES TO REMAIN L EXISTI EXISTING STO I EXISTING N UTILITIES CELLARDOOR To EM IN CELLARDOOR SToo O(NO CHANGES) TO REMAIN „ , � -V ' 1 /4 = 1 -0 �UJi, 0 0 01 I 10. 31 . 2 3 � Southoic [awn I 1 ( Board of Trustees A-7 EXISTING FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN ILLUSTRATING REMOVALS �-?, A � JZ,t RE �w CE Lu ro a.2 -~� 0F N 1 A-7 U W 1 E = O -44„ _�4„ _44„ r 1 U v • EXIST. A.C. Q EXIST. EXISTING FACADE SHOWER UNIT SHOWER LINE TO REMAIN BELOW ELOW BELOW 11 10 W NOTE: r— — — — — — LINE OF SLOPED WALL EXISTING BUILDING FOOTPRINT EXISTING FIRST FLOOR STOOP LINE OF FLAT CEILING EXIST. STOOP BELOW TO REMAIN UNCHANGED BELOW 16-5 ��-14" r L1— I I Q PROPOSED BEDROOM #4 PROPOSED BATHROOM #30 co Lij A-8 I — � ❑ I A-8 0 EXISTING EXTERIOR WALL TO REMAIN I EXISTING EXTERIOR WALLS TO REMAIN I O�> ( m W ROOF & CEILING FRAMING TO BE I ROOF & CEILING FRAMING TO BE REMOVED I BATHROOM & '- REMOVED & REPLACED W/ I I AND REPLACED W/ NEW STRUCTURE NEW PERIMETER _ _4 O STRUCTURE FOR NEW ROOF DECK. FOR PROPOSED BEDROOM. GUARD RAIL CLOSET AREA TO BE DESIGNE � SEE STRUCTURAL DRAWINGS. I— i SEE STRUCTURAL DRAWINGS. I > i I ° cc I NEW I I F - - w EC No FL0 C I I OVER FIRST FLOOR ROOF 8 I � I �> I O F -r -7 --1 -; ! ! ! I ( I I I ( I I DN TO FIR ET F 00 I ! REMOVE;j! EXIIST STAI�CA�E I I ( _ — i3 RIS RS T F RO OSE N W TA! C E ! I L------------ - -- - REMOVE WINDOW II !IREMOVE WINDOW I i G REMOVE WINDOW ! I I REMOVE E*'ISTI. S�AACASE I !I o EXISTING 1ST FL. WALL & ROOF REMOVED TO ACCOMODATE I I 1 _(_ L L L _L I EXPANSION OF EXISTING COVERED I IV PORCH. SEE STRUCTURAL DWG. -- - - -- I- — I i ' EXTEND EXIST. I i COVERED PORCH I I I II I EXISTING EXISTING I I ' I I � I I EXISTING EXISTING BEDROOM #3 BEDROOM #2 II I I ! BEDROOM #3 BEDROOM # � l ( (NO CHANGES) I I (NO CHANGES) I I Ili I; I CHIMNEY I CHIMNEY EXISTING ( I' I ! EXISTING I L �1 I ii I I ( F C F'BELO > z X OF I I IS I G RCJ BELOW I I I ROOF BELOW REMOVE TUB I I ( I NEW 48"x36" — -' & TUB WALL SHOWER li 1 z III I I ( ! EXISTING i ( I ! I I ( w l _ — BATHRM. #2 I 19 I ADD W&D REMOVE EXIST. ' I I ____ l NEW LAVItol BATH R LAV. I I ( �I ( � I M # I = I O I I! I— — — — — — - — -) Exls �-- --- -- -- ----- ---- --- -- --- --- ----- CABINET --- -- .o. — — -- — -- I { j j ( ) 23 24 EXIST II ( - ---------- I ( I 0 ' l I I - - - ---__.-----___-.-_-----------=-- ....__. - ; ----- -----------._----------- ----_-__--------- ! I i i �-I - - -�--------- --------------- -- ----- il I I I - -- -{----------------------_- A�2 - -----. _._I.-I--- ----- -- ----- --------- -------------- ------------- -------------�.I---- ---- ---------- -- - - ----.. -- — -------- — — ------- - �B - -EXTSTING__ROOF I ---- -------R£� W_===_-___.. ___-___ _ � _ - - i-_- -_-------- -- - -- ----- _ -- OND -- __ -------_ --- - ---- FLOOR _____ ___ ___ - - - PLANS - --- ----- --- --- — I - --- - - - -�-_- -- -_ - - a-l- -- --_- - - -- -- -- --- - -- ----- - 1 /4"= 1 '-0" ui7uiii0lU IOv7f(1 Board of Trostees 10. 31 . 2 3 A-7 EXISTING SECOND FLOOR PLAN PROPOSED SECOND FLOOR PLAN 0 ARc ILLUSTRATING REMOVALS �c��gFl ��,, 1p �' 4 0 WINDOW SCHEDULE DOOR SCHEDULE TYPE NOTES TYPE NOTES OEXISTING DH EXIST. EXTERIOR DOOR & TRANSOM 1 2'-8" x 6'-4" UNIT SIZE DEN EAST I� 3'-0" x 8'-0" ENTRY PORCH EAST OEXISTINGDH NEW EXTERIOR DOOR & TRANSOM �--- 2'-8" x 6'-4" UNIT SIZE DEN EAST 0 2'-8'.x 8'-0" PART OF SET GARAGE/STORAGE EAST OEXISTING DH LIVING ROOM EAST O NEW OVERHEAD GARAGE DOOR GARAGE/STORAGE EAST U 2'-8" x 6'-4" UNIT SIZE 8'-O'x8'-0" PART OF SET O EX1 8 x 6 STI 'DH UNIT SIZE LIVING ROOM EAST D NEW EXTERIOR DOOR & TRANSOM GARAGE/STORAGE EAST I I ' O 2'-8'x 8'-0" PART OF SET 1 1 O EXISTING DH NEW EXTERIOR PATIO DOORS EXIS 6'-0"x7'-O" x 4'-6" UNIT SIZE BATHROOM #2 EAST OE GARAGE/STORAGE NORTH O 2XISSTIx 4'DH UNIT SIZE BEDROOM #2 EAST F EXISTING EXTERIOR ENTRY DOOR ENTRY PORCH NORTH O 3'-0" x 6'-10" OEXISTING DH O BEDROOM #2 EAST O NEW EXT. FRENCH DOOR FIXED BEDROOM #4 WEST 2'-8" x 4'-6" UNIT SIZE 6'-0"x7'-0" PART OF SET ( 1 u ONEW DH TO MATCH EXISTING BATHROOM #3 EAST O NEW EXT. FRENCH DOOR OPER. BEDROOM #4 WEST v ■ 2'-8" x 4'-6" UNIT SIZE 6'-O"x7'-O" PART OF SET NEW DH TO MATCH EXISTING 2'-8" x 4' O BATHROOM #3 EAST O -6" UNIT SIZE EXISTING HISTORIC FACADE AREA OF PROPOSED WORK NEW DH TO MATCH EXISTING NO PROPOSED WORK 10 2'-8" x 4'-6" UNIT SIZE BEDROOM #4 NORTH O 11 NEW DH TO HATCH EXISTING BEDROOM #4 NORTH NEW EXT. ENTRY DR. FULL L%TE 2'-8' x 4'-6" UNIT SIZE L 3'-0"0'-O" W/ SCREEN & STORM HALLWAY WEST 12 EXIST. AWNING UNIT BATHROOM #1 NORTH O EXISTING EXTERIOR DOOR 4'-0"x1'-0" UNIT SIZE 2'-6"x 6'-10" KITCHEN WEST ONEW DH 4/1 PART OF SET O EXISTING EXTERIOR DOOR UTILITY RM. WEST Z 13 BEDROOM #1 WEST 2'-10" x 4'-6" UNIT SIZE N 2'-6"x 6'-10" EXISTING MAIN ROOF TO REMAIN 14 NEW DH 4/1 PART OF SET BEDROOM #1 WEST OP I 1 2'-10" x 4'-6" UNIT SIZE 1 f 1 02E O D x 4/1 P OF UNIT SIZErr ETT BEDROOM #1 WEST O j A 8BzEWODz 4/1 PART OF SET EDROOM #1 WEST O EXISTING UH i1 I. 17 BEDROOM #3 WEST S --- �i_ I't I - ,11 I �L_�1 i_i'�. i��l O 2'-8" x 4'-6" UNIT SIZE O L' .i,L,_il_1I-'t -LJ-l..11._i.LJ-I�_l.I I f T f I J i 1_1L111 a lL.i_ir_ILi.;L (_ __ - _Il 111.1_l�_lll_1 ( ! 18 EXISTING DH BEDROOM #3 WEST O f T f�I ff I` 2'-8" x 4'-6" UNIT SIZE n 1 LLI. 111' I'�. 19 BEDROOM #3 WEST U L. 0° ° EXISTING DH t_�-> I_ L�_1_ 1 _.;'._ 4'-6" UNIT SIZE TWO EXISTING DORMERS ON O EXISTING DH/FIXED/DH UNIT I I L(� :j LLfLj_i' _ I NORTH ELEVATION TO BE REMOVED 20 LIVING Roots WEST v �- � II'' �_; rI �1 9' STIN ,D KITCHEN WEST OW di.,, IIII iLl�� ' al 'I i` Lll lr EXISTING DH L 11. �_1L! L Ili Ll_J. �_ i 1_ L11..11_J1I I I'�.I.I.--� 4'-6" UNIT SIZE O 1L1 1 i_ � 11Ti-- T r 1�I I t t.' - I EXISTING DH/FIXED/DH UNIT " i1 i��_ i. _ i1 1 O O W i! 22 DINING ROOM WEST X iJL �j_11 ! ,Lill _ n I -�j� �y 6'-2"x5'-6" J1J1 L�! (l J7I1 _ EXISTING DH 4 �' !- �1j� I 23 2'-8" x 4'-6" UNIT SIZE BEDROOM #3 SOUTH \VJ LL= — lI�_ 1111 ! .I14�.,11.. � ,1I 11. 1LLl.� )I� L111 I EXISTING DH `J i L• , 1 kit 24 2'-8" x 4'-6" UNIT SIZE BATHROOM #2 SOUTH uJ �_ _ DH UNIT EXISTING DOUBLE DINING ROOM SOUTH n il.J I{ !I L -� (XI 2NG,.D'-6" L� �J 26 EXISTING DOUBLE DH UNIT DEN SOUTH O (2) 2'-6"x5'-6" ILL IL iL a.1l._Ll i --.i1_Ll.T�1_ _ L1 Li L 1__ i_,; EXISTING CEILING FRAMING, ROOF NOTE: L1!;1111I I"L Ll_Il__J1 1 i STRUCTURE & DORMERS @ EXIST. i CONFIRM MAKE AND MODEL OF ALL WINDOWS & GARAGE TO BE REMOVED 1 I DOORS WITH OWNER PRIOR TO PLACING ORDER. ! OWNER TO CONFIRM SCREEN CHOICE, HARDWARE -- �1_ Lil il_11_ 1 JL1 j,_IJ_l,_ ��_(,Yj !! I CHOICE AND INTERIOR FINISH AND EXTERIOR --.------_—_._ - — _ — _ „ COLOR. OWNER TO APPROVE HINGE PLACEMENT OWNER TO APPROVE WINDOW & DOOR LIST ------------------------ --- PRIOR TO ORDER BEING PLACED -- --------- REMO EXIS IIV RAGE OORS EXISTING OUTDOOR SHOWER _ TO REMAIN EXISTING GARAGEDOORS ----- -- - - - - — TO BE REMOVED ------- - I �—� ❑ ❑ ❑ - El El ....................... El E El Ll Ll F� F k=- I-XIST1 NG I-AST ELEVATION ( FRONT ) EXISTING HISTORIC FACADE AREA OF PROPOSED WORK NO PROPOSED WORK z i l ALL TRIM DETAILS AT NEW ROOF 1i_1L� i!_L--1 LI �1, i I11,_.,`�� IJ 1-ill-I TO MATCH EXISTING a..; I 1111.._i. 1_ i Il .i. i L ! 1 . LOWERED ROOF HEIGHT 'IJL __I ll: I 1' W LL LI —Jll �`(' I a —= i 1 i LJ_ li � J_J.L-I I�! �_L I Ll. Ll;" ' !i �_ _i� I I� I _ lyi�� IliI �J11 1 1 Lt L1L IL 11 LL! _ NEW MANSARD ROOF. SLOPE & O 1_ L_i -1J1-_ TRIM DETAILS TO MATCH EXISTING 1 J1 — i I__11_ NEW �1_ �.Ll J1 NEW -LL-;Tfi I 1 HU i _ i I�' NEW DECORATIVE CEDAR SHINGLES Ll _li__�L .11 _.ILL( I I Tj ! i 1_ J TO MATCH EXISTING -- tl 1111 �1- J_I_i!�ILL_ I. NEW DORMERS & WINDOW TRIM 1 ` TO MATCH EXISTING A� 3 NEW ELBOW BRACKETS & WALL TRIM TO MATCH EXISTING HORIZONTAL SMOOTH JOINTED T&G EAST ------ --- -- PRIMED & PAINTED WHITE -------------------------"---- - �- NEW BAND OF DECORATIVE TRIM EXTERIOR — - — -- ------ O _ - _ - -- - - --- -- - ---- TO MATCH TRIM @ ROOF ABOVE _ ELEVATION --- ------ ----__ _ ------ -- EYEBROW ROOF OVER GARAGE DOORS _ NEW CLAPBOARD SIDING TO MATCH / \ -- -- - EXISTING EXPOSURE & COLOR -0" - --- ---.....------------------- --- / \ - ---- - EXISTING AC ENCLOSURE10. 31 . 23 \ r ---- ------- - ---- _P�jv�J ;O p LLLt-LLLLt_ LLLLL LLLL LLLLL-L_I_L_.I_ LLL-LLL LL LLLLLLLLL LLLLLLLLL LLLLLLLLL -LLLLLLI_L _LL.LL / Southold Jowl] LLLL \ — L LLLLLLLLL LLLLLLLLL LLLLLLLLL -LLLLLLLL LLLLLLLL - \ / ----- - BoarclofTnlst es , LL LLL_LLLLLL _L.LLL!.__LLt__L_ L_L_LL._L.!__L_LL_.L _L_I",_L.LLLLL LLL' L � REV. 9. 10.2 4 AlADJUSTED TRANSOM GLASS PROPOSED [-AST ELEVATION ( FRONT ) `p.'„�Rio r• 0 2�� 1 >� -a, P OF N�� EXISTING MAIN ROOF TO REMAIN i ( �;I 1 L L 'L_L_IJ 1 1Jli-JEXISTING i 1!� ELEVATIONDORMERS RONT)OTO EAST REMAIN l�ll_1J� 0 I II 11. 11.1.' I_i l(1 J1 t __ IL_Clf'1,( 1. I4 ( EXISTING DORMERS ON WEST ELEVATION (REAR) TO REMAIN L'%I' �Ti,!I 11. 1 �_lL _l Jl_ TWO EXISTING DORMERS & WINDOWS ;�I I I'L'` �J. TO BE REMOVED ! Ll L A ` TWO EXISTING DORMERS & WINDOWS �JL( , TO BE REMOVED L�(__11 1!1_! Jl (_IJ 11Jlla�1 11 EXISTING CEILING FRAMING, ROOF ,..' STRUCTURE & DORMERS @ EXIST. GARAGE TO BE REMOVED iLu]`'!IJ J ._ll_ I.. l_ 1 11 1 1L _1LI11 Jl_l!1 -111 -- EXISTING COVERED PORCH TO REMAIN 11 L11� LI___ILJ, ___ I 11 1!t �'if - - 1 l L MIT u 1�Lly -. J . ! I lu -] 1_ I-------- --------- .---.._._ ROOF & WALL SECTION @ WEST I ELEVATION (REAR) TO BE REMOVED 11 (( - -- --_ TO ACCOMODATE PORCH EXTENTION l --- - - ___..__-_ ___ ROOF & CEILING FRAMING TO BE EXISTING FACADE LINE TO REMAIN -- - -- ------ "- - -- - - -- ----- --- -- --- - REMOVED & REPLACED W/ STRUCTURE FOR NEW ROOF DECK. TWO EXISTING WINDOWS SEE STRUCTURAL DRAWINGS. ------- -------- — _ ---- - ---- --- - REMOVE WINDOW TO BE REMOVED __ _____—_ I.--- ------- ( — - --_� I---- __._._. __. EXISTING OUTDOOR SHOWER TO REMAIN EXTERIOR ENTRY DOOR, STOOP, —_-_ �_—— - _ ---- ---� RAILING & MASONRY WALL TO REMAIN — - - L. , . EXISTING NORTH ELEVATION ( SIDE ) EXISTING MAIN ROOF BEYOND NO CHANGES NEW ROOF PROPOSED ED E R I ! ALL TRIM DETAIILSTOMATCH EXISTING EXIST. DORMER / I \ LOWERED ROOF HEIGHT NEW WINDOWS & DORMERS UA �l EXISTING DORMER BEYOND @ PROPOSED BEDROOM #4 ( ! ! IL,1L'L 1 L 1�iLJ, FLAT ROOF @DORMER OVER= = ( ,I _1(_11 1 NEW MANSARD ROOF. SLOPE & NEW PATI 00 ; lL L o 00 �, O DOORS I ! I TRIM DETAILS TO MATCH EXISTING - -i, II II , 10 i-- 1 1 L_11.1 -1 , if uHil (J NEW DORMERS & WINDOWS �1 _L-1 1, TO MATCH EXISTING - i 1 L L: - L i,_11__l11 a.0 NEW I NEW li.( iJ111 , ;__. NEW DECORATIVE CEDAR SHINGLES Jl l l__l(JLI_ 4 i(11_ I_L1_(L_1LiJ TO MATCH EXISTING J 1 I 1 AIL I �l 11. Li LL lia i I_ 1:II__ _ — -- NEW ELBOW BRACKETS & WALL -_ - - - NEW RAILING @NEW ROOF DECK E TRIM TO MATCH EXISTING --- EXISTING ENTRY PORCH = ff NO CHANGES NEW ROOF DECK EYEBROW ROOF OVER GARAGE DOORS ---- ---- ---- ------- _ ___._____ -EXtSTtRtG- ---------- -- ----- - --�H O W E RR--- ---- --- -- --EXISTING AC — --.--.-� NEW CLAPBOARD SIDING TO MATCH — --------- ------ - ------ F --------------- EXISTING EXTERIOR WALL TO REMAIN EXISTING EXPOSURE & COLOR EXIST. s ll 1 - --- //O \\ ---- -- i ------ EXTERIOR ENTRY DOOR, STOOP, - -- - -- - RAILING & MASONRY WALL TO REMAINSouthol NEW ----- - I Board ofTrus!ees ------ \ i - - ---- - L 1. l_LLLLL L_L__ PROPOSED , <.?,ED ARC NORTH ELEVATION ( SIDE ) VIA Q�� AREA OF PROPOSED WORK EXISTING HISTORIC FACADE NO PROPOSED WORK _i;�—ll-- Il,I_ , 1L-A--J i �-A -i� �I'-'µ L I J 1 1 �1 I �U1 l' - 1 - 1 - -�1Li.1.l�� I �! �LI. m IL ILL L 11 l_11iU ° 1! 1 TWO EXISTING DORMERS ON �li ]i-1 �1 iI! �- _iJ i_ . i___li '1 NORTH ELEVATION TO BE REMOVED J1L �I 1LLl.i J.l� i__1J-t1 ; 1 11 a1i-I 11 a l!-III J�?' IU1 -- 1 ll1 !_l11 _i riLJl 1i lij�l i 111 'J L" EXISTING CEILING FRAMING, ROOF Ii _1JJ1. 111 1 �� STRUCTURE & DORMERS @ EXIST. I 1iJJ �I �-��-�-�'-1-?. UL1 JJ !!_ GARAGE TO BE REMOVED It- `` I'-11-i 11 ' JJ 1 .I- !. t 1 }.- ROOF & CEILING FRAMING TO BE -- i-i'- �- i -(.�-'' L1_1_li. REMOVED & REPLACED W/ 1_ ;ILI 1 �LI_lL__�.I LUL JI It__ -- STRUCTURE FOR NEW ROOF DECK. I ;1 ` ��. Il l.� lU� Li l_i,i 11l ) i ----- - __ ------ - ---------------------- ----- REMOVE REMOVE EXISTING OUTDOOR SHOWER - TO REMAIN ----- -- __.-- I - -- — _. i ------ -- ---- - ----- ------ ------------ ---------- ------- EXTERIOR ENTRY DOOR, STOOP, — --- ------- — --- — RAILING & MASONRY WALL TO REMAIN — — ----- - —.. -- - ---------- --- EXISTING 1ST FL. WALL & ROOF REMOVED TO ACCOMODATE EXPANSION OF EXISTING COVERED PORCH. SEE STRUCTURAL DWG. EXISTING WEST ELEVATION ( REAR ) AREA OF PROPOSED WORK EXISTING HISTORIC FACADE NO PROPOSED WORK NEW ROOF @ PROPOSED BEDRM #4 ALL TRIM DETAILS TO MATCH EXISTING _J1.1.a. ALOWERED ROOF HEIGHT !, FLAT l,u-� ROOF @ DORMER OVER NEW PATIO DOORS �1_� LI _I i l; _JT II -!I _ I !°° _l 11_l-� ! 1a l J 1 JAI �-LJ'_ l;`'�is -; �1,.(_1a. J J( 1I�I .LJi 1 _I_j_, Ui �� ^l J� Il ll I. '1-11 11- 1L ��j_- LII11-1 � 1I l_U 1U _ ! )_ 17 ! _I a 1 ! 1 s l.l.h ;. _!�J!U �IU O U 19 ULI NEW DORMERS & WINDOWS JI - - ,� JJ TO MATCH EXISTING ' ! � Li.%� �f ! ! I 1,i�.Jl_ �` EXIST EXIST. EXIST. i EXIST. 1t1-LI;; J;_l ! I ll G H 11!_11iI!' Ul.; 1 II l NEW DECORATIVE CEDAR SHINGLES \ / ;, -i1�1. TO MATCH EXISTING Ij / \ \ NEW RAILING @ NEW ROOF DECK - - -- - _-_ NEW ROOF DECK - - - - - —� NEW CLAPBOARD SIDING TO MATCH EXISTING EXPOSURE & COLOR 12 -- - - EXIST. -- N ----- EXIST. ----- EXIST. EXIST. -- JE I T. I TING SHOWER, AC ENCLOSURE, ----- 13 14 15 --- - EXTERIOR ENTRY DOOR, STOOP, 16 RAILING & MASONRY WALL TO REMAIN ! -------- ---- —_____ - -- - ---- - - _ - - _ L LLL LL L LLLLLLLI L-LLLLLLLL LLLLI-LL LL_ L _L _ c_ _} - P r LLLLL__,..L L..._l__.L_LLLLIi i_ !-LL_L_L_L_ � LL_LLLI_LL_L LLLLLI_L__L L�LLLL_.L_L_L LL.I_L_LL <_L_L_ L_LLL�LLL_l_L_ LL Li_L_!_ LLLI_LLl_i.._I__L LLLL-LI_LLL_ EXISTING COVERED PORCH TO BE EXTENDED IN THIS AREA p4, NEW PORCH POSTS, RAILING, ROOF TRIM AND BALUSTERS TO ) MATCH EXISTING PROPOSED WEST ELEVATION ( REAR ) U AREA OF PROPOSED WORK EXISTING HISTORIC FACADE W NO PROPOSED WORK Z 0 U y rr c— II Q cU .i_.� _!I T LL I i !° qLJ1 L; i_1 J 00 i l 1 ! J111.°° JJ l J Z iI �1l_1L ! L 1i L l_J1 llla W TWO EXISTING DORMERS ON �.L_( l LL _ .. i_. I._II �I. i[ IL.CI - LI" i IC ) NORTH ELEVATION TO BE REMOVED I I. �ll��LL�UL1.1 JJ_ J_ 1JJ_ Li411.11- t-- I ILtL� 11 l J1_I_J_li_1l" 1 i _11IL JL'i_(i�" 111 JLit1], I1lc i L1_; !J1I" l 11 J I.1_L 1I U_lL I LL1.IJl_i lh L J! L 11 1'J1117;_ill i iTI J1. -911 1J1 Lla 0— Co 11_ 1L 1_ IIJ_ll 1�_ a.1 uLl i,.1LLt11 11 lL L L iwil IL IEXISTING CEILING FRAMING, ROOFL 1_IL.-- _STRUCTURE & DORMERS @ EXIST. � I I GARAGE TO BE REMOVED ��` I: W ROOF & CEILING FRAMING TO BEREMOVED & REPLACED W/ __-___—__— ' _ lI lJ-LI- 1�1_ 1'J W I -Lir, LJ L 111i ---- _ W I � � STRUCTURE FOR NEW ROOF DECK. it 1 11I_L I.LI. I1 LJ__ ! .__I L - ---------------------- REMOVE ----- ---- ---- -- - 00 REMOVE I I EXISTING OUTDOOR SHOWER L----'J TO REMAIN ------ - ----- ----._ _ _.._-_._—_--- I - ----- -J-I-----. - _- _ EXTERIOR ENTRY DOOR, STOOP, -- -- -------RAILING && MASONRY WALL TO REMAIN , r 'EXISTING 1ST FL. WALL & ROOF REMOVED TO ACCOMODATE EXPANSION OF EXISTING COVERED PORCH. SEE STRUCTURAL DWG. EXISTING WEST ELEVATION ( REAR ) AREA OF PROPOSED WORK EXISTING HISTORIC FACADE NO PROPOSED WORK NEW ROOF @ PROPOSED BEDRM #4 ALL TRIM DETAILS TO MATCH EXISTING 1 . LOWERED ROOF HEIGHT �LL i_J�T — I_r�i I 1J__i_ !_1,11�L_ i_ILA l _I;_1i. _i,i_. _l_11. 1i_!_i lLHI1I -Jli�l. !. Li FLAT ROOF @ DORMER OVER i__L !_ LI 1 l_L J1_ J r�i Ll L J1 !ill �1LLI_ II.I NEW PATIO DOORS T� I -�-� � 1 �- -�- � 11 ill ! 17 1 glJ 1 s all i z 1 L 1. 1�1LLlJ I U,, � OLlyIL._i 11_L L NEW DORMERS & WINDOWS 11 ll,_Ir. J 1. J) 1 LLI.1ri,,J_L iLh .11_. ..1L_ J� L TO MATCH EXISTING l_i ! ! _ IJllll / \ !! EXIST. _Lill_ _. i. ,iL. L"� L71S EXIST.!i �L 1 �i \ / i_ 11I _1.11_ !ll J.i__i�_11 1_l11 i! ! �u 1L� a G H _ i!J 1 1ULLL JJ_J1_ L Ll.i_ 11i I Jh J 1L ry NEW DECORATIVE CEDAR SHINGLES �i 0 \ / i t !I I ! II ! `_I I TO MATCH EXISTING IJ_ 1 : O NEW RAILING @ NEW ROOF DECK - i _ 11 NEW ROOF DECK — _ --_ -------_-- -- - ------ --- - ----- --- --- --"- ---- ------------------------------ NEW - ---- CLAPBOARD SIDING TO MATCH 12 ___ © 20 - 0 EXISTING EXPOSURE & COLOR ----- - - EXIST. - ---------_.-_. - - - --- ---- _____ EXIST. _= EXIST. EXIST. -- I , WEST EXISTING SHOWER, AC ENCLOSURE, EXTERIOR EXTERIOR ENTRY DOOR, STOOP, I71 =7��DE ELEVATION RAILING & MASONRY WALL TO REMAIN _ _ __ _ - _ _ __ .. _. _.. .. .... ._ _._. .__ __ . __ __ _ _ _. .. _ __. -- - --- - -- ---- - -- -- -- ------------- _ -- ---- - --- ---- �- _ _ i r..., 1 /4 - - �� _L._LI L__�L L L L_L i L.L L._�! ---L-LI L_.1-l_L�l_ LL-L_LL_<_LL -` _ L L _ _L L 1"- LL_ t LL L_LLLL_L-LLI_ LLL-LLL-L_L!__L. �- r `=. - L L L_L L _!_�L L_L L L L I- L-t-L-- -� - t- - L ,- ,-- -- � � I "o ��"_ \\ � � L I L L L _L -Li-LL- LLL ;, EXISTING COVERED PORCH TO BE EXTENDED IN THIS AREA ,` - 1 O. 3 1 . 2 3 NEW PORCH POSTS, RAILING, ROOF TRIM AND BALUSTERS TO MATCH EXISTING SGULhold Torrm Board of Tar"ces REV. 9. 10.24 PROPOSED WEST ELEVATION ( REAR ) �.�VD ABC E F 0 AREA OF PROPOSED WORK EXISTING HISTORIC FACADE NO PROPOSED WORK < E EXISTING MAIN ROOF TO REMAIN 7 (D 17- J-1- L4 i�L, j J-L ILL it i [11- 11, J L J Al lit 114 1 LL EXISTING DORMERS TO REMAIN 14 A- IT IL T 1IL it HLUII fE (10 I ILLI 111 1�jf!]J1 L i Li I LIL Ili_ L _l l_l1_i1 i-_ll. _1J.I,1_!L_11�i_. _��1L t1?�� _111I _� 11__1'_l_l- - --1 W EXISTING 1ST FL. WALL & ROOF REMOVED TO ACCOMODATE EXPANSION OF EXISTING COVERED PORCH. 17--------- ROOF & CEILING FRAMING TO BE REMOVED & REPLACED W/ - ------------ STRUCTURE FOR NEW ROOF DECK. REMOVE EXISTING DOORS EXISTING COVERED PORCH TO REMAIN & BE EXTENDED AS PER PLAN f Ll \--Iex lslk�, C2 Ll :Z-5 EXISTING < SOUTH ELEVATION ( SIDE ) W r r% AREA OF PROPOSED WORK EXISTING HISTORIC FACADE NO PROPOSED WORK L It Y-r-,1, 1 I ' l_ _l-i ' l_lll_ z I..it-11, LL 1 1I JU I LJi 1 ILI T -f LL 1- I j 411 VL 11-hJj I LJ .... .... .... 14 .. '-,T L-1 Lu-1 i ILLLI-hL h-1 jil �1:lift! �' ! !� L LL'. O iL J II III ill 11 11, NEW RAILING BEYOND ON NEW ROOF DECK r 11-T A�6 EXISTING COVERED PORCH EXTENDED SEE PLAN SOUTH -----------—----- ----------------- NEW CLAPBOARD SIDING TO MATCH EXISTING EXPOSURE & COLOR NEW ELEVATION 1 /4 "= 1 '-0" r EXISTING MASONRY FOUNDATION & LLL 10. 31 . 23 FLOOR FRAMING TO REMAIN LLL ILI, J LLL Southold Town Board of Tirmfoes PROPOSED SOUTH ELEVATION ( SIDE ) �ti?,V-ID ARC%, "A o ZIA4 02. OF f4 U W F-- E = O NO PROPCSED ALTERATION TO V U EXISTING ROOF r Q (STING ROOF FRAMING TO REMAIN E z aD W c BATHRM. #2 BEDRM. #2 (� O° LL REMOVE BATH TUB AND PART REMOVE EXISTING ROOF AND CEILING OF INTERIOR WALL @ STRUCTURE OVER GARAGE ATTIC. BATHRM. #2 NO PROPOSED ALTERATION TO REPAIR FLOOR — — — EXISTING ROOF I LL _E W [--REMOVE REMOVAL CEILING FRAMING OVER GARAGE __ ( ( ) NO PROPOSED ALTERATION TO _ STA __ — - - - EXISTING KITCHEN, DEN & DIN. RM. M `1 o L IRS DEN LIVING RM. HALL I— — — - — — — I PROVIDE TEMPORARY SUPPORT AS PER — — — --REMOVE-I STRUCTURAL DWGS AND REMOVE GIRDER — — _EXIST,- � I ( I & COLUMNS @ GARAGE. _ _ STAIRS — _ _ ( GARAGE/SIORAGE EXISTING REMA EXTERIOR WALL @ GARAGE _ _ o N. EXIST. INTERIOR BATHRM. WALL TOP OF FLOOR BEYOND I I TO REMAIN. NO PROPOSED ALTERATION TO r — — -- — - EXIST. INTERIOR STAIRS TO BE REMOVED. EXISTING CRAWLSPACE OR CELLAR ; j `; I III — EXIST. CONC. SLAB & GARAGE FOUNDATION CELLAR TO REMAIN. SECTION # 1 EXISTING ILLUSTRATING REMOVALS NO PROPOSED ALTERATION TO > z EXISTING ROOF -- NEW ROOF FRAMING @ PROPOSED BEDRM.#4 W NOTE: Mir SEE DIMENSIONS ON S-2 ry co BATHRM. #2 BEDRM. #2 00 PROPOSED BEDROOM #4 O REMOVE BATH TUB & PORTION OF o EXIST. WALL TO ACCOMODATE NEW r SHOWER & LAUNDRY AREA LOWERED CEILING HEIGHT NO PROPOSED ALTERATION TO STEPS UP IN HALLWAY BEYOND EXISTING ROOF � NEW WALL & FLOOR FRAMING @ A7 PROPOSED BEDRM #4 NEW CEILING & UPPER WALL @ EXIST. GARAGE. FINISH ALL COMMON WALLS SECTION NO PROPOSED ALTERATION TO r,cy)c\, N & CEILING W/ 5/8" GYP. BD. PAINTED EXISTING KITCHEN, DEN & DIN. RM. M KITCHEN & DEN LIVING RM. NEW STAIRCASE TO PROP. BEDRM. #4 & EXISTING 2ND FLOOR. �r o A LOWERED CEILING HEIGHT EXISTING EXTERIOR WALL @ GARAGE /4"= 1 '_O" TO REMAIN. EXIST. INTERIOR BATHRM. WALL TO REMAIN. __._.._. r� -- — — TOP OF FLOOR BEYONDlc\J -�_ — — — -- -- '{,-::a �..tA If !a_.. �,..... ; 7 10. 31 . 2 3 NO PROPOSED ALTERATION TO EXISTING CRAWLSPACE OR CELLAR r EXIST. CONC. SLAB & GARAGE FOUNDATION CELLAR m TO REMAIN. soulhold Town AlREV. 9. 10.2 4 Board of Trustees FLt �V-D SECTION # 1 PROPOSED H 2 lb �' OF `� U Lu �- E = O U y Q E z a� W � F EXISTING ROOF BEYOND NO CHANGES . -___ 7,II _--- llI _ REMOVE EXISTING DORMERS lil I III III IIL_ _ III ii - - -ail i IT - - 1 II I W �) REMOVE EXISTING ROOF & CEILING OVER ATTIC ABOVE GARAGE. L —Ail t - - - - � rL= _ - _ � W -1"- = -- - 71 x:Tf In. f- -- - - -- - - - - - - - - - - - - - - - - - - --A I I EXISTING COVERED PORCH BEYOND - J ATTIC NO CHAMGES Ii - - - - - - ` - - - - - EXISTING ROOF SECTION BEYOND TO BE REMOVED. SEE WEST ELEV A-5 — EXISTING EXTERIOR WALL TO REMAIN —_————�L— __ _— —_— —_— —_ ROOF & CEILING FRAMING TO BE 3_a—l.I.� aT _ _�_�L_ (.__ aI,C�I ��—__L� REMOVED & REPLACED W/ STRUCTURE TRUCTURAL D AWI O OF DECK. DRAWINGS. SEE " N BEDROOM #1 EXISTING WINDOWS ON THIS WALL I L - ROVIDE TEMP. SUPPORT AS PER ao 00 TO BE REMOVED OR REPLACED. SEE STRUCTURAL DWGS AND REMOVE ' o GARAGE/STORAGE I GIRDER & COLUMNS @ GARAGoE. FLOOR PLAN ( � T.O. FIN. FL. BEYOND ----- \ EXISTING FLOOR FRAMING & FOUNDATION — — — — — — — — — — —T�L — - - - TO REMAIN ( J I I REMOVE EXIST. STAIRS -'"' N CRAWLSPACE SECTION # 2 EXISTING ILLUSTRATING REMOVALS EXIST. ROOF & DORMER BEYOND z - -- — ---" - -" -" NEW ROOF @PROPOSED BEDROOM #4 i FLAT ROOF @DORMER OVER NEW FRENCH DOORS LOWERED CEILING HEIGHT NEW WINDOWS & DORMERS NOTE: @ PROPOSED BEDROOM #4 �' SEE DIMENSIONS ON S-2 uj NEW MANSARD ROOF. SLOPE & o PROPOSED BEDROOM #4 NEW DOORS @ PROPOSED BEDRM. #4 TRIM DETAILS TO MATCH EXISTING _ ry TOP OF EXIST. 2ND FL. NEW RAILING @ NEW ROOF DECK O NEW ELBOW BRACKETS & WALL -- _ EXTENDED PORCH ROOF BEYOND TRIM TO MATCH EXISTING — EXISTING ENTRY PORCH NO CHANGES NEW ROOF DECK J NEW STAIRCASE BEYOND f ------ADD NEW ACCOMODATE RI CEILINGIISEDF WALL O A� 8 EYEBROW ROOF OVER GARAGE DOORS -r J r AiLOWERED CEILING HEIGHT r I EXISTING EXTERIOR FRAMED WALL `r BEDROOM #1 TTORREEM REMAIN. o . ADD NEW WINDOWS AS � SECTION TOP OF EXIST. 1ST FL. — — — EXISTING FLOOR FRAMING & FOUNDATION TO REMAIN @ BEDRM. #1 co I 1 M I EXISTING MASONRY FOUNDATION CRAWLSPACE TO REMAIN 10. 31 . 2 3 Aid. 1 i LL Solrtt�old Town REV. 9. 10.24 SECTION # 2 PROPOSED Bnsrd of Trustees s FDA OFF A DRAINAGE CALCULATIONS: r •Ae wiring and eq ipment are to be be provided and insbW bythe Electrical contractor(EC)in Wcordarm Wfth '•_, fie National Electric Code(NEC)and Lod Elecbical Codes. ' THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2'RAINFALL STORAGE TO BE PROVIDED IN FRENCH DRAINS PROVIDING 3.5 CF/LF OF STORAGE THE DESIGN IS BASED ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF 2 'The EC Will file al necessary fonns and pay al fees for the electrical work shown on these drawings.The contractowN arrange for al inspections and sear a Fire Underwriters certificate which is to be hmied am to s the owner at the cornpletion of the work DRAINAGE AREA'A' 3 STORAGE REQUIRED: to be e All ROOF AREA: 898 SF X 1.00 X 7112=149.7,CF - ' foundation penetrations ta entry of aire�y brnied feeaers a� �rrippea Withgaa,�ea steel sloes. l� t�,� � �.� •, ` PROJECT RMC is to be used at aA other foundation arid 1bo penetrations. 149.7 CF/3.5 CFAf=428 LINEAR FEET REQUIRED �� '�� GREET ,? LOCATION 'Famish and irsfall new Serve aTuDpnent and=*breakers as shown In these drawings. All parts and breakers are to be labeled.The electric panes are to be ersbW and gramded in accordance with the NEC and USE 2 ROWS STORAGE PROVIDED:LF.EACH=44 LF.>428 LF. 00T 9 C 2;_l ,WOW SI Laval Electric Codes22 'AN switch and outlet boxes.)unction boxes.and Puff bones instafled on the exterior are to be galvanized steel PIPE TIE WITH 30 lb TENSILE STRENGTH , DRAINAGE AREA 7 and rated for exterior use. WEATHER-RESISTANT POLYPROPYLENE CESSPOOL STORAGE REQUIRED, Southold Town ORIENT HARBOR Np` AT EACH CHAMBER CONNECTION ; ROOF AREA 1.114 SF X 1.00 X 7/12=113517 CF ►d of Trustees 'Al exterior outlets are to be housed inwealer proof enclosures. `- ESTAB 3 MtN. 1:3 SLOPE MAX TO LISH VEGETATIVE COVER 185.7 CF 13.5 CFILF=53.1 LINEAR FEET REQUIRED LOCATION MAP NATIVE BACKFlLL MEET EX GRADE OR SINGLE FAMILY RESIDENCE _\CM� STORAGE PROVIDED < < < < < < ` ` RETAINING WALL CONNECTED TO PRIVATE WELL i USE 3 ROWS 18 L.F.EACH=54 L F.>53.1 LJ. 1- W ELEC PANEL ,�!�\� .....- : :: : : : : : : : - /� ♦�` GENERAL NOTES ' TOPSOIL. . 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS �� ............. ._............ �� `THE INFILTRATOR QUICK4 PLUS STANDARD LOW SINGLE FAMILY RESIDENCE PROFILE CHAMBER SYSTEM SHALL BE PLACED IN CONNECTED TO PRIVATE WELL AND SPECIFICATIONS OF THE LOCAL TOWN OR VILLAGE AND THE SUFFOLK COUNTY EXTERIOR RATED JUNCTION BOX .::: :'-• ::-- �� ACCEPTABLE LEACHING SOILS WITH CLEAN SAND AND 20 AMP BREAKER DEPARTMENT OF HEALTH SERVICES AS REQUIRED. :. '' GRAVEL('SP'OR BETTER)WITH A 1-5 MPI BELOW GARDE IN A SPRINPI.ER i�� . . - - - IryyERT PERCOLATION RATE IN THE EVENT POOR LEACHING BOX ��/ :::::--: .: :'--: .� PROPOSED 24A'X 27A'2ND FLOOR EXPANSION(6691:SF war+- 2. TOPOGRAPHIC SURVEY BY NATHAN TAFT CORWIN II LAND SURVEYOR DATED 11115/1M - MATERIAL IS ENCOUNTERED,EXCAVATION IS TO BE (, OF EX 2ND FLR TO BE INCREASED IN HEIGHT BY 2St VERTICAL DATUM NAVD.1988. CONTtNUEDTO SUITABLE MATERIAL AND BACKFAIFD 12 AWG OF WIRE IN 3/4'PVC / '� /� - /r / AS DETAILED. SINGLE FAMILY RESIDENCE r TO INCREASE CEILING HEIGHT FROM 6*±TO 8.5 tr CONNECTED TO PRIVATE WELL S- •- : . : - - OVERALL INCREASE TO EX.ROOF HEIGHT TO BE T-10', I THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR SCH 80 CONDUIT 34' PRESSURE LATERAL, PER HPC COA,RES.#09262024.1 TO THE COMMENCEMENT OF WORK THE CONTRACTOR IS ADVISED ALL SUBSURFACE W ME TRENCH SIZE PER DESIGN DRAINAGE AREA'A' 10 wrN •• 6 INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED 'NATIVE SOIL AND I OR SPECIFIED FILL'SP•OR 1 ,,�' 6- 5 a •• •,. 2 ROWS 22 LF.FRENCH DRAIN Npt�'- :�°% f �z eta � 1� �� ACCORDINGLY IN THE FIELD. 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM BETTER SOIL WITH 13 MPI PERCOLATION RATE 4. A MINIMUM SEPARATION OFTEN 10 FEET HORIZONTAL AND EIGHTEEN 18 INCHES t'LCCONTROLPANEL D- �.-' '�� '� 'P' EXISTING ELEVATIONS ARE SHOWN�THUS: J F.fL - FIRST FLOOR VERTICAL IS TO BE IMAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR ""/"�°� INFILTRATOR QUICK4 PLUS STANDARD LOW �� = � PROPOSED 9.1'X 15.5 TERRACE OVER e C i � Q � e.,e EX.WELL.T�REMAIN �%fl.. - GARAGE FLOOR EXISTING ONE STORY ROOF 4 1•� ' % - 7B - TOP OF BULKHEAD SANITARY LIVES M STRUCTURES. ELECTRIC RISER DIAGRAM PROFILE CHAMBER CROSS SECTION 6 °Z s, � �� •� ` TW _ '""�"° 5. THE CONTRACTORSIiALLBERESPONSIBLEFORSECIIRINGALLNECESSARYPET2MfTS NOT TO SCALE APPROX.7.T X 6'PORTION OF EX.DWELLING :.::: _- .. - - BEFORE COMMENCIING WORK S 4 ..:::37.-� c+ Btt� BOTTOM wAtl S ` F::Pi:. NOT TO SCALE TO BE REMOVED AND REPLACED WITH 46 SF cZ' =_=='- :::::;-:::: p� TEST ROLE DATA COVERED PORCH DMSIO N ` L ` . .........= _ - -- • -• •. SINGLE FAMILY RESIDENCE ( 7 HOLE DUG BY VcDONALn GEDSCJENC£ON OCfOBER t 4, 2022 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH _ PROPOSED HYDRO-ACTION CONNECTED TO PRIVATE WELL TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR APPROX.13X 6'PORTION OF EX ` -_-'---- xELEV o• SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSRE DEBRIS a* sow +�� \ AN-500C IA OWTS 1ST FLR.TO BE REMOVED : s'� �� " .e: ►rtXm SµD LOAM OL SHALL NOT BE BURIED ON-SITE FORCE MAIN CALCULATIONS: �_o =� RC,� 7• ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR A� \ a �w �'$ \ . • PROPOSED HYDRO ACTION 2. PROJECT LIMITING FENCE I pj $�op � ` "E`er u PUMP STATION -- BROWN SILT trrt TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE TO PIPE MATERIAL HDPE FRICTION LOSS(C):150 LIMIT o f a� s \\ m 'Tt, -� ; : - ;b _ 3.2' (EL 2.0 HIGHEST EXP. Gw EL) WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. PIPE LENGTH: 80 LF.INCL BENDS(WORST CASE TO WASTE PIPE OUTLET) �Z ` ,%� s16 ��'� �+ WATER IN BROWN SILT wL LOSS PER 100' 1114`. 15.3 � `9`- f : • 1I4'HOPE FORCE MAIN 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH EXISTING CESSPOOLS TO BE PUMPED DRY r CONCRETEELEVATION CHANGE: 6 3' AND ABANDONED IN ACCORDANCE WITH THE P�. C PROPOSED VALVE BOX r [17 ATER IN BROWN COARSE SAND SW TOTAL PPE LOSS: 15.3 X 80 LF1100'=12.2+6.3=18.5 SCDHS STANDARDS I r 9. SANITARY PIPE TO DE SDR35 PVC OR AS SPECIFIED ON PLANS. r i•_� REMOTE PLC CONTROL PANEL �t^\ . � � �_. 36'X 36'X 6'P.C.SLAB W/HP80 COMPRESSOR AREA OF PPE 11l4'X(�14)=122 I1VZ DRAINAGE AREA'B' \ �� ` v%i ♦ o t 3' GPM 27 GPM 18.5 HEAD LOSS(SEE CHART BELOW) 3 ROWS 18 LF.FRENCH DRAIN Ts �• •��, ^� 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTII.RED AS WITH 6X6 W1.4XW1.4 WWM NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS, VELOCITY: V=0.4085 X FLOW/AREA OF PIPE(2 FT.PER SEC.MINIMUM) PROPOSED HYDRO-ACTION CONTROL \ k _N :^. N DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION PANEL AND AIR PUMP ON A 3r X 36'X 6' PROPOSED 13 LF.INFILTRATOR WATER AND MAINTENANCE'OF EROSION CONTROL MEASURES SHALL CONFORM TO'IHE NEW v e ALL ELECTRIC TO BE PLACED V=0.4085 X 27 GPM 11.22 INz=9.0 FTISEC>2 FT/SEC. P.C.SLAB WITH 6X6 WNAXWYIA WWN ~ _ s TECHNOLOGIES QUICK4 PLUS STANDARD YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. CONTROL PANEL&AIR PUMP ELEVATION IN scH. PVC COMM USE A 11/4'HDPE FORCE MAIN \ ��A LOW PROFILE CHAMBER LEACHING O 95%MAXIMUM 0 r o I V \ •. •• 1, SYSTEM (IMP.OF 4) 11. ALL DENSITY OPTIMUM �a BE LECT MOISTURE S�� ULAR C�MATERIAL COMPACTED NT,AS�MINED BY STANDA OR �•e+� PROPOSED VENT TO BE TERMINATED u ' _ TEST. THROUGH ROOF W MI A CARBON FILTER \ �� ` �' \. ��• •= 12. TOTAL LOT AREA ARtEA=12,925 S.F. ELECTRIC LINE TO BE \ ` ^g CLEAN OUT WITH A PLASTIC VALVE BOX PLACED IN CONDl1TT '� \ ' \ • ' INSTALLED FLUSH WITH GRADE(TYP.) e•• e I/A UNIT BUOYANCY CALCULATIONS: \ �� '- e\ . SPROP.DISTAL HEAD Hr.(TYP.) rrAVY s" ET MEET EXISTING GRADE \ ; AT 1:3 SLOPE MAX t 4', HIGHEST EXPECTED GROUNDWATER ELEV. =2.0 \ 4O �BOTTOM OF[/A UNIT ELEV. =-3.3PROVIDE ROOT PROTE I,E WITHIN IO'OF ME TREE TOTAL BUOYANT FOR 18.5 �\ , aI 49.15 SF X(2.O{-3.3))X 62.4 PCF=-16,255#X 1.5=24,382# EX TREE TO REMAIN tf , RESIST FORCE(WEIGHT OF I/A UNIT)=16,350# N VA RESIST � e,: SINGLE FAMILY RESIDENCE `L ` O�2 s ' � 52 00' W 62-04' CONNECTED TO PRIVATE WELL �S ' _ ADDITIONAL BALLAST REQUIRED. s� 24,382#-16,350#=8,0329 8,032#/150 PCF=53.5 CF PROVIDE 54 CF OF CONCRETE BALLAST. PUMP STATION BUOYANCY CALCULATIONS: SINGLE FAMILYRESIDENCE CONNECTED TO PRIVATE WELL HIGHEST EXPECTED GROUNDWATER ELEV. =2.0 PSD LEACHING SYSTEM DESIGN CALCULATIONS: BOTTOM OF I/A UNIT ELEV. =-2.0 SITE PLAN -4 BEDROOMS TOTAL BUOYANT FORCE: 6.94 SF X(2.0{-2.0))X(i2.4 PCF=-1,7329 X 1.5=2,598# -t-5 tiIN.PER INCH PERCOLATION RATE �t•=� _ USE 3.0 GPDISF LEACHING RATE FOR SHALLOW PRESSURE DRAIN FIELD CATEGORY 1 PER TABLE 13. �� -, RESIST FORCE BALLAST REQUIRED: 2,598# /150 PCF=17.3 CF 4 BEDROOMS X 110 GPDMEDROOM=440 GPD PROVIDE 18 CF OF BALLAST. Missing or invalid reference 440GPD13.0GPD/SQ.FT=146.7SF Fi I e: F: \HH Pumps. p d f IN TO W TE"O-�MM4 PWS STANDARD LOW PROFILE CHAMBER LEACHING SYSTEM: RENCH WIDTH) Sheet: 2 146.7 SF 12M WIDTH=51.8 LF. USE 43 ROWS 13 LF.INFILTRATOR QUICK4 PLUS CHAMBER LEACHING SYSTEM=52 LF.>51.8 L.F. jaj3 G STP'EET 50%EXPANSION. USE 2 ROW 13 LF.INFILTRATOR QUICK4 PLUS CHAMBER LEACHING SYSTEM=26 LF.=25.9 L.F. 50%EXPANSION NOT SHOWN. N.Y.S.D.E.C. ADJACENT AREA COVERAGE 7VENT ADJACENT AREA = (12,925 sq. ft.) HEALTH DEPARTMENT APPROVAL STAMP THE VENT TO BE TERMINATED 1114"0 PVC PERF.PIPE W11/s'HOLES @ 18'D.C.PEWF.HOLES SHALL BE TOWN DEFINED LOT COVERAGE THROUGH THE ROOF. DESCRIPTION AREA % LOT COVERAGE BUILDABLE LAND LOT AREA LANDWARD OF C.E.H.A. BOUNDARY 9 816 s . ft. ALONG PIPE INVERT.PROVIDE GEOGUARD ORIFICE SHIELDS @ 18'O.C. ( ) q VALVE BOX HOUSE 1,642 sq. ft. 12.7% IT MIN. ORIFICES TO BE IN THE 12 O'CLOCK POSITION WITH EVERY 5TH ORIFICE INSTALLED IN 6 O'tX_OCK POSITION DESCRIPTION AREA % LOT COVERAGE s•�N• VA (T�'P) FRONT PORCH 128 s ft. 1.0% 10/8124 REVISED PER WATERTIGHT PLASTIC FRAME 1x COVER TO PSD MATERIAL OF THE SAME PERMABNTIf AS THE UNDERLYING q HOUSE 1,642 sq, ft. 16.7% w/APPROVED LOCKING DEVICE TO TO PSD REAR PORCH 178 sq. ft. 1.4% WOOD DECK AT N.W. CARBON FILTER ORIGINAL SOIL SHALL BE USED AS USEABLE FILL DEVICE WATERTIGHT PLASTIC FRAM&COVER W/APPROVED WEIGH 60 LBS.MIN.OR SECONDARY 30 s . ft. 0.3% SOUTHOLD HPC APPROVAL LOCKING DEVICE TO WEIGH 60 LBS.MIN.OR SAFETY LIDS/DEVICES TO BE PROVIDED TO PSD 13 L.F.INFILTRATOR QUICK4 PLUS STANDARD LOW HOUSE CORNER q SECONDARY SAFETY LIDS I DEVICES TO BE PROVIDED TOPED PROFILE CHAMBER LEACHING SYSTEM WOOD DECKS 67 sq. ft. 0.5X REAR PORCH 178 sq. ft. 1•g y, 2/12/24 SCDHS COMMENTS PLASTIC VALVE BOX INSTALLED CELLAR ENTRANCE 31 sq. ft. 0.2X 1/18/24 SCDHS COMMENTS CLEANOUT 2'VENT TO VA UNIT VALVE BOX FLUSH WITH GRADE FRONT PORCH 128 sq. 0. 1.3% REVISIONS F.F.EL 8.28 EL 52 MIN. 3 MIN 1:3 SLOPE MAX TO CONC. APRON do SLAB 70 sq. ft. 0.5% 4.7 EL 5.5 •5 EL 52 EL 6.5 MAX MEET EX GRADE SHED 127 sq. ft. 1.3% INV.EL Z85 HL A[DUST VALVE TO PROVIDE 5 EX GRADE • m_ z X OUTSIDE SHOWER 20 sq. ft. 0.2% OUTSIDE SHOWER 20 sq. ft. 0.2% ',�_:.`'"- - ,;��,• �. ,•.� INV EL 5.4 INV.EL 7-8 (5'DISTAL AT HEIGHT) INN EL 3.0 SHED 127 sq. ft. 1.0X f!' BALL VALVE EL 4.7 g 1. o TOTAL EXISTING 2.125 sq. ft. 21.6% INV,EL 33 EL 2 7 EL 4.0 TOTAL EXISTING 2,263 sq. ft. 17.5X 4'SANfTARI!WASTE PIPE EL 4'SANITARY WASTE PIPE IN EL 2 6 11/4'PVC SCH 40 INV.EL 4.3P SWEEP FITTING / q• (r' r PITCH 1B INCH PER FOOT SANITARY FORCE MAIN INSTALL LONG P/O HOUSE TO BE REMOVED -54 sq. ft. P O HOUSE TO BE REMOVED -54 s ft. c PITCH 1/4 INCH PER FOOT 2(7 MIN.) Z UNDERLYING ORIGINAL SOIL TO BE PROP. PORCH EXTENSION 46 sq. ff. SLOPE FORCE MAIN TOWARDS EXCAVATED TO ACCEPTABLE 'SP'OR'SIM �• PROP. PORCH EXTENSION 46 sq. ft. 15'(10'MN.) 5 MM. TREATMENT TANK - EL 2 0 HIGHEST EXPECTED GROUNDWATER ELEV. SOIL WITH A 15 MPI PERCOLATION RATE ------------- ----------_' ----------- -------- 8'L MIN_)---------- - - TOTAL PROPOSED 2 255 s ft. 17.4% TOTAL PROPOSED 2,117 sq. ft 21 6X HYDRO-ACTION - ----- ---------------- \ PROVIDE 54 CF OF CONC. PROVIDE 18 CF OF CONC. AN-500C I/A OWTS BALLAST FOR BUOYANCY BALLAST FOR BUOYANCY POLYL.OK 3017--2OH6 2T S.C.T.M.:DIST.1000 SEC.26 BLK.1 LOT 17A HYDRO ACTION 141 GALLON PUMP TANK WITH SET DISCHARGE PUMP FLOATS TO IT PEA GRAVEL BASE ROUND SEPTIC VALVE Box PROPOSED SHALLOW PRESSURIZED DRAINFIELD A,2HPHYDRONIATICHE20-S,EFFLUEM 0R/�01�DEQ1A'- Condon En ineer�n P.C. MCNAIRY RESIDENCE PROVIDE 32 GALIDOSE MAX TO PSD ■ ■ PUMP OR PROVED EQu� SANITARY SEPTIC SYSTEM PROFILE NOTE: Scale:AS SHOWN g g� HYDRO-ACTION AN-500C DETAIL PSD AND TREATMENT UNIT TO NOT TO SCALE BY A MAINTENANCE AGREEMENT. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 2440 VILLAGE LANE (SEE ADDITIONAL DETAILS ON SHEET 2) Law,Article 145,Section 7209,for any person unless acting under the direction of a fx;ensed 1755 Sigsbee Road Drawn by..UC Matfituck, New York 11952 ORIENT, NY Professional Engineer,Architect a land Surveyor,m alter any Teem in any way.I an item bearing Drawn 8e seal of an 6gveer,Architect,a Land Surveyo is altered,8e Aerirg Erg recr,Architect,or Land Surveys shoe aft to the Dear WIW seal and the notation'Altered by fAowed by (631)298-1986(631)298-2651 fax signature and the date of suctr atterafions,and a specific desaip6on of the aleration. Date:1� SA►N I TARY PLAN SANITARY SEPTIC SYSTEM PROFILE. www.condonengineeling.com ODM NO. PRINT/PART NO. PART DES(RIPTION {�/ DA7E PRINT/PART NO. PART DESCRIPTION �y pq� .24 P=UMP COMPRESSER POWER CIRCUIT 120105 HA- BASIN,RIBBED 141 GALLON PUMP TANK UNASSEMBLED 000 5/26/2020 AKP20030 BASIN RIB 24 X 72 11005 117/19/2019 �'� 047 066 ° L1 ex�� erx M1 euc ri GE .241 - - I r U SPRAY N win Uff LIMP 1 r N MOTOR PUMP RATINGS: • - '24� 3/4HP 0 115V (6)INSERTS ON A •' •• _ gX C�B2 M2 csR 6 LOOPS 'I G 15.0 F.L.A. D_ P LN RECIRC UMP RATINGS: AKP60190 027 3/4 in 026 3/16 in B.C. - I PUMP 3/4HP 0 115V 13 24" LID I .ir r .�r N MOTOR 15.0 F.L.A. PRESSOR ®�® 022 3/4 in TA I ' . , , 0241 rn CC83 M3 1 G nuc ax ' ©00 P RATINGS: . r l c�7 U PUMP 3MIXER M HP 0 1 SV r N MOTOR 15.0 F.L.A. -a - CB4 rl G _ on v� N MY C1 COMP /. 0 115V � AKP10546 132 ""i N MOTOR 5.4 F.L.A. D GASKET PACK D £ 1 (INCLUDED with LID) �n NOTE: ALL MOTORS Z 5 Z E ON��P CU MUST HAVE INTERNAL 5 0 OVERLOAD PROTECTION. _ 15 l3lL LR1-Q1 Ml wtr N 15 14 3 C ow LR1-02 rr.c M2 ""r = 11 r=*I PW A ECIRC RUNNING Trl 0 2 ®0 0 l3LU LR1-Q3 r i—IXC .ir i j 2 ® 8 fTl R RUNNING 8 rrr 0 3 7 o LR1-04 n� LR1 U 4 ® B �„ AS-1 �0 16 PLC INPUT --1 12 6 —I "r" RUN 07 10 0 D eu, 5 6 �D0 ALARM D ® ® 12 72 1/8 in HWA MUTE Oft l3lL 14 ® TEST D ® OO D O ALARM 11 O ® 3 LIGHT D ® ® D A n>m 13,c RED .ar C 9 C s 2 D ENABLE n 4 --1 ® 47 � na�u 1 2 >Q I1 PLC INPUT C C � 6 Z OVERRIDE e,► VmAm 3 4 CSR 12 PLC INPUT r T— 14 PLC INPUT 9 10 91/2 in TIME DOSE TAN 17 PLC INPUT BILL OF MATERIALS ow0 DEMAND BILL OF MATERIALS BILL OF MATERIALS ITEM P/N DESCRIPTION QTY-. SPRAY 0 Tm 18 PLC INPUT ITEM QTY PART NUMWR DESCRIPTION ITEM Qn' PART NUMBER DESCRIPTION 29 3/4 in HA-180056-R TANK, AN500 245 NITROGEN REDUCTION REMOTE 1 NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. 1 1 AKPM30 BASIN RIBz4x72 9 1 100151 PUMP EFRUENTMIDSUCV2HPSM A 180055 TANK, AN500 245 PRETREATMENT 1 MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. z 3 AKR240056 GRt7MMET,1.25ADAPT4,FLEX 10 z 120044 SWTrGL FLOAT MM 2Y KCRO44ASTER B 130002 KIT, SNG 2 TANK CONNECTING STANDARD 1 W1 B1 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL W1 3 1 100025 PIPE,4-Sdn40PW 11 1 7=12 ADWrER MALEI-I/a• BOM C 100111 ASSEMBLY, RE-CIRCULATION 245 COMPLETE AN500/AN600 1 REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-lbs. FIELD WIRING MUST BE A MINIMUM OF 60'C COPPER WIRE. a 1 Alaiz400s9 caaoMrlET,a.00ADAPr-A4IDc�wo lz z zaooaz aAMPSNO.z41-1/16-iwrrt+alu+P D AN500-P AN500 W PLATFORM COMPLETE 1 5 1 700034 PIm 1 1/4-scH 80 CONDUIT 30' 13 1 AKP60190 Rotomald Cover 24 solid ITEM QTY PART NUMBER DESCRIPTION CHANGES TOLERANCES DRAWN BY DATE E EC50-30-L100-PLC EC50-30-L-1 -PLC 1 6 1 100028 CAP,HUI3 6-PVC SDR El 7ozola PIPE,I I/a-scH ao Put PRIsslRe so• 1 6 AKR10130 1/4-20 Aluminum Insert/Open Ends F DECIMALS G BARIRICK n/a/ts SCHEMATIC, ELECTRICAL -:Lollsm-t a+o MATERIAL SPIECInCAIION: 7 1 7tR0054 ELL,9011/4'SCH 40 PVC SXS E114 5 702014 PIPE,1 1/4'SON 40 PVC PRESSURE 24' 8 1 702001 UNION,1 1/4'SCH 40 PVC SXS C FRACTIONAL DruwN BY NtAu SIGNATURE SffilCIROIZIIIITSItIiII B ANGLES AS NOTED 120105 DRAWN BY MATERIAL SIGNATURE X/X-*-IA4 TCT T'Rolye1hylene + -0.125 UNLESS SPECIFIED OTHERWISE SIGNATURE Polyethylene +/-o.i25 UNLESS SPECIFIED OTHERWISE A a*'n FULL scale Aa Na " •. AN500 245 NITROGEN REDUCTION SYSTEM REMOTE MAW" M� h dr ct i ol1 A�YM BY: S ONAT� DA t o 1 s n REV. PART# r E INFILTRATOR WATER TECHNOLOGIES INFILTRATOR WATER TECHNOLOGIES FLUSHING MECHANISM AND OCT g 2K 2LE QUICK4 PLUS STANDARD LOW PROFILE CHAMBER INSPECTION PORT WITH VALVE BOX PRODUCT SPECIFICATIONS TYPICAL DETAIL Southold Town Board of Trustees VI (NOT TO SCALE) (NOT TO SCALE) TOP EW QUICK4 PLUS ALL-IN-ONE END CAP PLASTIC VALVE BOX INSTALLED 53 - -10.4" EFFECTIVE LENGTH* MONITORING PORT, 4" PVC FLUSH WITH GRADE 0 8„ IIII�I�II�II- INSULATE BOX 18„�� AS NECESSARY _ 3.3" INVERT �) -0 owl 13.3" 0 0 - o o - o o _ o o _ QUICK4 PLUS END CAP PVC FEMALE ADAPTOR WITH A �-4.5" EFFECTIVE LENGTH* MALE THREADED CAP 8„ o 18 NOTE: INSTALL LONG TI N PORT 3.3" INVERT II 6" INSPEC O �"1 '"—'� � SWEEP FITTING INFILTRATOR' INFILTRATOR WATER TECHNOLOGIES INFILTRATOR CHAMBER ENDCAP 4 Business Park Rd.OldSaybmkCTVA75 4436 SIDE VIEW END VIEW (ANY MODEL) ` ' ' FLUSHING MECHANISM AND 48 is INSPECTION PORT WITH VALVE BOX TYPICAL DETAIL (EFFECTIVE LENGTH)—� awnb $„ � ar cTs �: 07 08 201 REVISIONS Aft INFILTRATOR" I Scde:Nmro Cbeckcdbr OFF! I sneer 1 of 1 INFILTRATOR WATER TECHNOLOGIES _f` !? El _j1. ..- .� 4 Business Park Rd.Old Saybrook,CTOrA75 PROTECT FRENCH DRAIN WITH 6 OZ 3 4 HEALTH DEPARTMENT APPROVAL STAMP (eoo)2214436 x, (MR)NONWOVEN GEOTEXTILE(FILTER -0' LTER 4' QUICK4 PLUS STANDARD FABRIC)MIRAFI 140N OR AN APPROVED S OR SOD LOW PROFILE CHAMBER EQUAL UNTIL LANDSCAPING AND GRAS r— +_ PRODUCT SPECIFICATIONS IS ESTABLISHED. 12'e PVC 'ALL VIEWS=INSTALLED LENGTHS Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Drawn b)r E.AI v. Date: 02 08 201 4'MAX Si4NLSSF(O1 S01L, PERFORATED PIPE scale Hon TO scw Checked by sneer t o f 1 Law,Arfde 145,Section 7209,for arty person unless acting under the direction of a licensed - - - Professional Engineer,Architect a Land Slnveyor,to alter arty item in array way.9 an item bearing \� i the seal of an Engineer,Ardnitect,or land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the Rem hi Aw seal and the notation'Altered by'followed by his w sotatune and the date of such atmtions,and a specific description of the arteration. S.C.T.M.:DIST.1000 SEC.26 BLK.1 LOT 17.1 WRAP WITH 6 OZ.(MIN.)NONWOVEN GEOTEXTILE(FILTER FABRIC)MBAR 14MORANAPPROVEDEQUAL ` Scale:AS SHOWN Condon Engineering, P.C. MCiNAIRY RESIDENCE /y�`y��y� �/� ` ` ` ` ` *CLASSIORP MATERIAL PLACED 2440 VILLAGE LANE AND COMPACTED IN ACCORDANCE 1755 Sigsbee Road IXCAVATETHRt)"BOG AND CLAY INTO AVIRGIN �� i�� a�� WITH ASTM D2321 IN PIPE ZONE Drawn by JJC Mattituck, New York 11952 ORIENT NY OF STRATA OF SAND AND GRAVEL BACMLL WITH (631)298-1986(631)298-2651 fax SWAM POROUS SAND AM GRAVEL MATERIAL FRENCH DRAIN DETAIL Date:10/30/2023 www.condonengineering.com SANITARY PLAN E�� ---------- [20 Elk' Ui �-- l�t �� /1n� SURVEY OF PROPERTY OCT9 �,.�.t; SITUATE Southold Town ORIENT Board of Tvstees TOWN OF SOUTHOLD CESSPOOL S U F F O L K COUNTY, NEW Y O R K S.C. TAX No. 1000-26-01 - 17. 1 \ SCALE 1 "=20' FEBRUARY 1 , 2012 / \ \ MAY 10, 2012 ADDED DOCK NOTE MAY 17, 2012 ADDED CZM LINE \ NOVEMBER 1, 2013 CORRECT SOUTH PROPERTY LINE LOCATION \ FEBRUARY 4, 2014 ADD ADDITIONAL NOTES \ NOVEMBER 15, 2022 UPDATE SURVEY \ FEBRUARY 26, 2024 ADD FLOOD ZONE INFO / WILLOW STREET AREA = 12,925 sq. ft. / \ 0 ME I G 0.305 ac. / \ NOTES: APPROXIMA1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM _CESSPOOL� \ EXISTING ELEVATIONS ARE SHOWN THUS:5•0 / \ F.FL. — FIRST FLOOR \ G.FL. — GARAGE FLOOR \ TB — TOP OF BULKHEAD BB — BOTTOM OF BULKHEAD \ TW — TOP OF WALL / BW — BOTTOM OF WALL 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO068 H CESSPOOL ZONE AE: BASE FLOOD ELEVATIONS DETERMINED � 1 \ / WELL \ TEST HOLE DATA \ (TEST HOLE DUG BY 1AcDONALD GEOSCIENCE ON OCTOBER 14, 2022) T \ ELEV. 5.2' 0' O to ti� ti� MIXED SAND & LOAM WELL J \ 2' ELEV. 6, BROWN SILT ML 3.6' WATER IN BROWN SILT ML d ` )?N RY i`� i�,J' �� 1 \' v• d \\ , \ WATER IN BROWN COARSE SAND SW J 13 a �v 6 \ .\ d • e, d N \ ♦ $�pF d4o Qo 1R�A' py� Q ' d \ \ -x `you, ,` � �� \ •: . • ; ..� . \ ♦a <y -A `\ ' o \ uN ., ' d ° WELL+ \ 9�y 4yo$" y cletcool �` ; ti $ . c+ X1 \ 4 y o ♦: 1 �A\ ¢ ,\ X4.4 \ M yam • - • ; ,\ x \ $ o to .y99/ t� \ 4.4 AJ 4.6 c� \ p � 94 Will O \ �� \ Q\I \ \y � e TEST HOLE �c� y x a \ 1 \, � 2.3 ♦ Gc 6.0 gel\FDN�Q\P� $� `.< .• I �i�i \` CEDP� � �o `• . i \\HEDGE ROW N d 150 WP1J WELD �lCE �• 0. I`FENCE ICKET\FENCE ' d• \O.L. w 62.04 ,1_6 ♦ ,OOff o� I °52 S $2 y K �o BRE EMEOIF YER J R o JOHN M BREDEMEYE AXED 9i1+� & 1EANNE R• 00 WELL+ I oy / / / / 1 / N.Y.S.D.E.C. ADJACENT AREA COVERAGE ADJACENT AREA = (12,925 sq. ft.) 1 DESCRIPTION AREA % LOT COVERAGE HOUSE 1,642 sq. ft. 12.7% / FRONT PORCH 128 sq. ft. 1.0% / REAR PORCH 178 sq. ft. 1.4% WOOD DECKS 67 sq. ft. 0.5% CELLAR ENTRANCE 31 sq. ft. 0.2% \ / CONC. APRON & SLAB 70 sq. ft. 0.5% \ / OUTSIDE SHOWER 20 sq. ft. 0.2% \ i SHED 127 sq. ft. 1.0% -- — — — — TOTAL 2,263 sq. ft. 17.5% KIN G STREET TOWN DEFINED LOT COVERAGE BUILDABLE LAND (LOT AREA LANDWARD OF C.E.H.A. BOUNDARY) 9,816 sq. ft. DESCRIPTION AREA % LOT COVERAGE HOUSE 1,642 sq. ft. 16.7% WOOD DECK AT N.W. 30 sq. ft. 0.3% HOUSE CORNER REAR PORCH 178 sq. ft. 1.8% FRONT PORCH 128 sq. ft. 1.3% SHED 127 sq. ft. 1.3% OUTSIDE SHOWER 20 sq. ft. 0.2% TOTAL 2,125 sq. ft. 21.6% PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIA.L.S. ANID��Pygq AND ADOPTED FOR SUCH USE.BY,THE"NEW STATE LAND TITLE ASS;C fiON V OF•N� /BA (AFT•�9 •09� S�iy • • w fill!1" N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION ADDITION Nathan Taft Corwin I I I TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OMCES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 2440 VIi IF AGE LANE LLC,2440 VILLAGE LANE .ORIENT k, +vtif A4, t� � ,f • Figure 1. Aerial view of subject property(highlighted)and surrounding developed waterfront along west side of Village Lane. Image by Suffolk County GIS Viewer. Mot Figure 2. Looking south west from Village Lane at front of subject dwelling and location of proposed 2nd floor expansion in place of existing storage attic over attached garage. 2440 V AGE LANE LLC 2440 VILLAGE L ORIENT FLOOR EXPANSIOt� LOC ROO . ILI j a t "Zs. ..tZ`i....` Figure 3. Looking east from Orient Harbor at rear oj'subject dwelling and locations of proposed 2nd floor expansion; porch extension in place of portion of existing first floor;and roof terrace over existing first floor. i s . Figure 4. Looking northeast at location of proposed porch extension and 2nd floor expansion on subject dwelling(right);and at adjacent dwellings to northeast(left). oa , . j ..,,•, �. 3' _..... _,: a mn3c� uNr:; a ; t,,r w,rcH F wF ..z. ie�-�: _�^�� "•� 3r y91 � >.1? x \ ,, ,�"' voP a�+No �'sc,i=,o x��' .,. \ x \• � � � I 12.1 ` �•.,. �, ,-a.'�t ,� \ Ate 3a.+ vA. 04 - - _ ,y fir--vim \ Sko k` ° �3r y \ \YYY aL✓.�/" � 1 '� � of �V 1 1 •y / 3M � exn ` �`1 i� . 03 -/ b ram. (.� � •� J 3\ �//,\ ,`\` ��.".. J 1\ a yy. x�•�� J ! 3 a +x S OUWY OF WFFOLK U E c �_ _ "W"""�-_._— •"• L`l Propert y ty Th.derv+ �1gen<y E .rewva ax or�iNe Y or ao+tr�oEo t F — — --•—— e.s,.. — a,,.., ora...•.. .. •.I+Un<rnrrrL+m=.p„n.W AYI+wH rnxNwewaaRo M 026 W u B 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 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: January 14, 2025 Re: LWRP Coastal Consistency Review for En-Consultants on behalf of 2440 VILLAGE LANE, LLC SCTM# 1000-26-1-17.1 En-Consultants on behalf of 2440 VILLAGE LANE, LLC requests a Wetland Permit to renovate and alter existing one & two story single family dwelling by constructing a 7.7'x6' extension of existing roofed over porch in place of existing 9'x6' portion of existing first floor to be removed (1.3'x6' portion of existing dwelling footprint to be permanently removed); a 9.1'x15.8' roof terrace over remaining portion of existing first floor; and a 24.4'x27.4' expansion of an existing second floor in place of and within the same footprint as existing storage attic over attached garage; remove and replace existing septic system and install an I/A sanitary system; and to install stormwater drainage system. Located: 2440 Village Lane, Orient. SCTM# 1000-26-1-17.1 The action is recommended as CONSISTENT with the LWRP. A July 25, 2024, determination by the Southold Town Zoning Board of Appeals found the action CONSISTENT with the LWRP. 1. Clarify where the existing outdoor shower drains too. 2. Note that the parcel has high groundwater conditions. Sea level rise will impact the future subsurface waste disposal and stormwater controls function. 3. The parcel is in a FEMA Flood Zone AE EL 7'. Damage and loss of structures in the future can be expected during storms, including hurricanes. rra�; i Y Figure 1. Subject parcel (red icon). Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney 4�cavlt'l�Ot,��e� Carol Brown,Chairperson Town Hall,53095Main Rd. Lauren Standish, Secretary P.O.Box 1179 Southold,NY 11971 y L Telephone(631)765-1889 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., January 8, 2025 the following recommendation was made: 2440 VILLAGE LANE LLC to renovate and alter existing 1&2 story single-family dwelling by constructing a 7.7'X 6' extension of existing roofed-over porch in place of existing 9'X 6' portion of existing first floor to be removed (1.3'X 6' portion of existing dwelling footprint to be permanently removed), a 9.1'X 15.8' roof terrace over remaining portion of existing first floor, and a 24.4'X 27.4' expansion of an existing second-floor in place of (and within the same footprint as) existing storage attic over attached garage; remove and replace existing conventional septic system with new I/A sanitary system; and install stormwater drainage system. Located: 2440 Village Lane, Orient. SCTM#26-1-17.1 The CAC did not make an inspection, therefore no recommendation was made. our Unl9ve David Mammina,Chairperson ��IN �0^ 54375 Main Road,NYS Route 25 Anne Surchin,Vice Chair `0y° ;�, PO Box 1179 Marina de Conciliis ¢ m'"� `0 Southold,NY 11971 SOlH6LG Jeri Woodhouse ' u TeIephone:(631)765-1809 t . Allan Wexler kimf@southoldtownny.gov Daryl Ketcham9 I �' Kim E.Fuentes,Coordinator A 9�3SgyAT10�� --- SV k, Town of Southold Historic Preservation Commiss' 9 i Certificate of Appropriateness OCT 2024 SEPTEMBER 26,2024 Southold Town ' Board of Trustees RESOLUTION#09.26.2024.1 RE: 2440 Village Lane,Orient,NY. SCTM#1000-26-1-17.1 Owner: 2440 Village Lane,LLC/Molly McNairy RESOLUTION: WHEREAS, 2440Village Lane, Orient,NY, is on the Town of Southold Registry of Historic Landmarks; and WHEREAS, as set forth in Section 170-6 of the Town Law(Landmarks Preservation Code)of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and WHEREAS, the applicant submitted a proposal on December 18, 2023,requesting permission to construct alterations and additions to an existing single family dwelling,located at 2440 Village Lane, Orient, SCTM No. 1000-26-1-17.1; and WHEREAS, the applicant's representative, Peter M. Marren, Registered Architect, appeared before the Commission for a public hearing on September 26, 2024 to describe the proposed alterations and additions to the existing single family dwelling; and WHEREAS,the improvements are proposed for a two-story dwelling with an attached garage as depicted on a Sanitary Plan/Site Plan prepared by John J. Condon, dated October 30, 2023. The improvements are depicted on Architectural Plans, Sheets S-2, A-1 thru A-8, last revised September 10, 2024, (received September 13, 2024) prepared by Peter M. Marren, Registered Architect; and WHEREAS,the applicant shall submit to the Commissioners photographs of the finished improvements upon completion; and WHEREAS,the Commissioners may conduct a site inspection of subject premises once improvements are completed; and N. 1 Certificate of Appropriateness,Res.#09.26.2024.1 2440 Village Lane,LLC,SCTM No. 1000-26-1-17.1 Page 2 NOW THEREFORE BE IT RESOLVED, that the Southold Town Historic Preservation Commission determines that the proposal for improvements to the two-story dwelling with an attached garage as depicted on Architectural Plans, sheets S-2,A-1 thru A-8, last revised September 10, 2024, (received September 13, 2024) prepared by Peter M. Marren, Registered Architect, meets the criteria for approval under Section 170-8 (A) of the Southold Town Code; and BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness, subject to approvals by all involved agencies; and BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the Commission. Motion made by: Commissioner Mammina Motion seconded by: Commissioner Woodhouse VOTES: AYES: Commissioners Mammina, Wexler, Woodhouse,de Conciliis (4-0) RESULT: Passed Please note that any deviation from the approved plans as referenced may require further reviewfrom the commission. Signed: Dated October 2,2024 Kim E.Fuentes Coordinator for the Historic Preservation Commission BOARD MEMBERS _ ��OF SOtl,�,//O Southold Town Hall Leslie Kancs Weisman, Chairperson �4 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 PatriciaAcampora T Office Location: Eric Dantes r �p� 'Gown Annex/First Floor, Robert Lehncrt, Jr. �00 N11 54375 Main Road (at Youngs Avenue) Nicholas Planamento Southold,NY 11971 RECEIVED Nil r0EICI U—) http://southoldtownny.govZONING BOARD OF APPEALS 3 0 20249 2024 TOWN OF SOUTHOLD Tel. (631) 765-1809 Ufa Southold Town Clerk Board of Trustees 1 GS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 25, 2024 ZBA FILL',: #7918 NAME OF APPLICANT: 2440 Village Dane, LLC PROPERTY LOCATION: 2440 Village Lane, (Adj.to Orient Harbor), Orient, NY SCTM: 1000-26-1-17.1 SG RA DETERMINAT[ON: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 1I category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated March 13, 2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review tinder Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated July 5, 2024. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. 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 ofa coastal location, and minimized adverse effects of development. Expanding the residential structure to include more than permissible lot coverage (20 percent permitted and 21.6 percent proposed) does not enhance community character and sets a precedent for lots in the neighborhood and within the community. Further, expanding the floor area to greater than the allowable maximum also do not support this policy. The action is not consistent with this policy. Policy 4, Minimize the loss of life, structures, and natural resources from flooding and erosion. The residential structure is located within FF.MA Flood Zones: 1. Flood Zone AE Base Flood EL of T with a 1% Annual Chance Flood Hazard. The setback distance from the residence to the marine wetland is just 35.5' and will most likely result in Flooding and damage and loss to structures due to storm events and tidal surges overtime. Structures in these Page 2,July 25, 2024 97918,2440 Village Lane, LLC SCTM No. 1 000-26-1-17.1 at risk" areas should be minimized or at least made compliant with construction designed to tolerate flooding, This application is in line with similarly situated properties. With the conditions imposed in this decision, should relief be granted, the application will be deemed CONSISTENT with the I,WRP, subject to all other jurisdictional approvals. PROPERTY FACTSIDESCRIPTION: The subject, non-conforming, rectangular-shaped, 12,925 square feet(9,816 square feet buildable area), .305-acre, waterfront parcel located in the R40 Zoning District measures 205.02 feet along Village Lane, then runs west 62.04 feet to Orient Harbor, then runs 189.38 feet along a tie line along the apparent mean high-water mark at Orient Harbor and returns east 76.65 feet to the roadway. The property is improved with a two-story wood frame house with attached garage, a covered front porch, side entry decks, a covered rear (waterside) porch, Bileo-type cellar entrance, a wood-Frame shed, Fixed wood dock, concrete waterside bulkhead wall, an outdoor shower, wood picket fencing and gates and pebble stone driveway as shown on the survey prepared by Nathan Taft Corwin, III, Licensed Land Surveyor, last updated February 26, 2024. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124; Article XXXVI, Section 280-207; and Article XXXVI, Section 280-208; and the Building Inspector's March 7, 2024,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at; 1) less than the code required minimum front yard setback of 35 feet; 2),less than the code required minimum rear yard setback of 35 feet; 3)more than the code permitted maximum lot coverage of 20%;4)gross floor area exceeding permitted maximum square footage for lot containing up to 10,000 square feet in area; 5)the construction exceeds the permitted sky plane as defined in Article I, Section 280-4 of'the Town Code; located at: 2440 Village Lane,(Adj. to Orient Harbor) Orient, NY. SCTM#1000-26-1-17.1. RELIEF REOUESTEI?: The applicant requests five(5)variances for additions and alterations to an existing,historic one-family dwelling, including: 1. a front yard setback of 5.3 feet where the Code requires a minimum front yard setback of 35 feet. 2. a rear yard setback of 32 feet where the Code requires a minimum rear yard setback of 35 feet. 3. a proposed lot coverage of 21.6% where the Code [imits lot coverage to 20%. 4. a proposed Gross Floor Area(GFA) of 2,820.6 square feet where the Code allows a maximum GFA of 2,100 square feet for lots containing up to 10,000 square feet of area. 5. a proposed new construction of the existing structure outside of the permitted Sky Plane area. In.order to achieve a 24.4 feet by 27.4 feet expansion of an existing second floor in place of(and within the same footprint as)an existing storage attic over an attached garage to create a bedroom suite,a 7.7 feet by 6 feet extension of an existing roofed-over porch in place of an existing 9 feet by 6 feet portion of an existing 151 floor living space to be removed,and a 9.1 feet by 15.8 feet second roof terrace over an existing first floor. ADDITIONAL INFORMATION: Improvements on the existing structure are covered by the following Certificates Of Occupancy: #Z-596 dated June 7, 1960 covering a private one-family dwelling. #Z-17318 dated September 19, 1988 - covering alterations to a one-family dwelling. #Z.-34388 dated June 4, 2010 covering a deck addition and interior alterations. The applicant provided architectural plans, including GFA calculations, sky plane diagrams, existing and proposed floor plans, existing and proposed elevations, and existing and proposed sections, labeled S-2, S-3, A l-A8 prepared by Peter Marren, Registered Architect and dated October 31, 2023. 1 • ` 1 Page 3,July 25, 2024 {#7918,2440 Village Lane, LLC SCTM No. 1000-26-1-17.1 The applicant also provided copy of a sanitary plan (for submission to the Suffolk County Board of Health) for the installation of a new Innovation Advanced (I/A) sanitary system and drainage plan labeled page l-2, prepared by John Joseph Condon, Licensed Professional Engineer, and dated February 12, 2024. The subject parcel is encumbered by tidal waters and wetlands and is within the Coastal Erosion Hazard Area associated with Orient Harbor. The applicant stated during the public hearing,that of the five(5) variances requested,four(4)will maintain existing conditions, without any change: front yard setback of 5.3 feet; rear yard setback of 32 feet, excessive lot coverage of 21.6%, and penetration of the allowable sky plane. Only one of the five variance requests is for a new/proposed condition,GFA of 2,860 square feet where a maximum of 2,100 square feet is allowed per Code for lots under 10,000 square feet. The applicant used town records to estimate the GFA averaging stated at 2,750 square feet for homes within 500 feet of the subject property. Additionally,the applicant provided examples of Zoning Board of Appeals relief granted for similar requests in applications #'s: 3533, 5436, 6078,and 7809. Two area residents spoke in favor of the application; no other member of the public or an immediate neighbor spoke against this application. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 11, 2024 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-bQ(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The immediate surrounding neighborhood consists of several developed properties along a historically developed Orient Harbor shoreline on the west side of Village Lane, one of which contains two dwellings. These properties are non-conforming in lot size,shape and most were developed prior to the introduction of Zoning in the Town of Southold. The area is characterized by homes with various pre-existing non-conforming setbacks, lot coverage,GFA and sky planes. Many of the area homes have been recently renovated, restored and/or expanded with the benefit of Zoning Board of Appeals relief and other Town boards including the Trustees and the Historic Preservation Commission, since the majority of the hamlet of Orient (village) is within a National Historic District. As presented,the applicant's proposed additions and alterations of the historic home will further enhance the streetscape, cultural identity and community character, while preserving the local heritage. 2. Town Law 067-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance.As part of the proposed additions and alterations,no expansion of the existing conditions relative to the front yard, rear yard, lot coverage or sky plane are proposed. Ali existing conditions will be maintained (including the reduction of approximately 8 square feet of living space in the conversion to a porch). However, relative to the GFA, variance relief is necessary to establish a bedroom in a former attic located over the existing attached garage. As a result of the conversion of the attic to living space(with a raised ceiling height), the increase of 720.6 square feet will yield a new GFA of 2,860 where only 2,100 square feet is permitted by Code. It is impossible to convert an attic to an owner's suite or habitable living space without increasing the pre-existing, non-conforming GFA. However, the existing structure is already six (6) feet, and the applicant seeks only to increase the size by three (3) feet. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 84.9% relief from the Code relative to a reduced front yard setback; 8.5% relief from the Code relative to a reduced rear yard setback; 8% relief from the Code relative to excessive lot coverage; 34.3% relief from the Code relative to Page 4,July 25,2024 #791 S, 2440 Village bane, I.I.0 SCCM No. 1000-26-1-17.1 excessive GFA; 100% relief from the Code relative to penetrating the Sky Plane. However, the reduced front and rear yard setbacks, the excessive lot coverage and the Sky Plane variance requests are all to maintain existing conditions, while the proposed conversion of compliant second-floor attic space to habitable living space/owner's bedroom suite increasing the GFA beyond an allowable 2,100 square feet offers little negative impact on the community. The improvements will not obstruct the views of neighbors, and the additions and alterations to a historically significant home is located in a National I listoric District. 4. Town Law '267-b 3 b 4 . No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install a Suffolk County Board of Health approved Innovative and Alternative Wastewater Management System. 5. Town Law 4267-b(3)(b)f5L The difficulty has been self-created. The applicant purchased the parcel after the Toning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions including,a 24.4 feet by 27.4 feet expansion of an existing second floor in place of(and within the same footprint as) an existing storage attic over an attached garage, a 7.7 feet by 6 feet extension of an existing roofed-over porch in place of an existing 9 feet by 6 feet portion of an existing Ist floor living space to be removed, and a 9.1 feet by 15.9 feet second roof terrace over an existing first floor to a historic home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THF. BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried, to GRANT the variances as applied for,and shown on the Site Plan prepared by John Joseph Condon, LPE, last revised February 12, 2024 and Architectural Plans, labeled S-2, S-3, Al-A8 prepared by Peter Marren, Registered Architect and dated October 31, 2023. SUBJECT TO THE FOLLOWING CONDITIONS: I. The proposed Innovative Advanced (I/A) septic system on the subject property must be approved by the Suffolk County Department of Health Services. 2. Town of Southold Board of Trustees approval for the requested relief, as proposed on the submitted architectural plans. 3. Town of Southold Historic Preservation Commission approval for the requested relief, as proposed on the submitted architectural plans. 4. The existing, attached,garage is to remain unconditioned and may not be converted to habitable living space of any kind. 5. The existing shed is to remain unconditioned and may not be converted to habitable living space of any kind. This approval shall not be deemed effective until the required conditions have been met.At the discretion o 'the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspectors Certificate of Occupancy, when issued. Page 5,July 25,2024 97918,2440 Village Lane, LLC SCTM No. 1000-26-1-17.1 The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of'nonconformity. IMPORTANT LIMITS ON THE APPROVAL(S)GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the reliefgranted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the reliefgranted herein, are not authorizer)under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature r f the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been riled with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED RE REIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento, Acampora and I,ehnert. (5-0) r'` y LI Leslie Kanes Weisman, Chairperson Approved for filing '� /'' �j /2024 DRAINAGE CALCULATIONS: Nd¢ •AIwlRstlo74�elwbEvhWSAMsEYe1#E b]roftmttm4smleOFam6imaw ..,�_ TE�QETOBEPRO 6 IBITOf1�6TWAfFfatAS RAeEALL TIE DE TOffT1iW®NFIBlOIWGRMFFCUf256AF6 roNa4mYBvakf@llf3lmE1aJ9LM raha SiOtME.TIE lE90,tE8lq�Cn 11E F41DM1ft11M°ff[OFifRElfS1t00F •MEC,ibi®TbmwlgliiwbroAOY'il.ot NvwmEYaebYDiM IIl . !yy m"nb.lmagebiid�vewimpaf@IYLL.�6am01R�MbbOubmlusb y rommalleoWgimdrowE S QREQ •Mb.Clm{wfloebendM1ellhmfbila>wbbeq}gmMB��m�e¢c RDOrARf59Li@ ftOffATSL t863%fID%T/11.1197 FF OJECT \7D,WW Sm , Ns7ffruaXF=s]AuriRfa rlEar® LOCATION Rlcbbmu9>taiiiW bINiW wmwaLro •fineJ�eNMf.wamkaey�almEdmLhFMe®bmFFSG'a19+u Webatl bNafwb,e LMd=t MdYfcpvmwbEcbs3datlpvNaEFamrL�bBeN3N � �`�� QNg' lu9Gaards I15E21>AYSa1F.FAO+=NLF.>Q81F. +nl sErilAbmbtro: wdmtma WpA6mldaYdmroe7evwbh�Wimlax! WFATIBI IS;ST RTRiI)R1HE - STURAGEEOMM O®if NN®m IV' ATFADICNAl4D3H21W[LTEIt ROffAR6V CINSFXIIDXTA2-M7fF •AlebbuaYBwbhb>seEFWnbepr�emvra. -• EffiAfRHI ViOEfATIVE FOAL WTAEeAODaL 1RLT6ruwF•sslfegwfl}Tr� LOCATION MAP suL t�faat:4uXro IHTRGRADEm yXiEFAfELY� _ STOMGEPImY®. ¢ RTAlWGNNl mrrrslmroHwATEaeL USE3RWYSIMLF.FApt=51LF.>511 LF. ++� UEC GENERAL NOTES /..::::.:..::::.::::•:'::':=:-::::•:_:•::::•::::_•:�/� •nEoaiwna+araAwussrANwmLax sNGaEuunY� 1. AUWTeausnoLEntmsoccaaTlaw�falswl.meaolroTiEsrunvms GOIEC,EDi0t4INA]EYf01 (_...:.:•.-..... J Rtt1i3E OViEER 6Y31B117W1!&0.A®N HYISC�iI'/�11060F1tELOW.TWNO1tVl1ACf MDTE51%iUlIC4NM1 RreeOtWl®ANCOfMBJX 111�2 IP6AEMHt ``�-:-��:-•=:•::_: � r ACffPfAWE1FA04G�SYAIHQFANSAmuao orsARllen D?NFALIN6HiI�6ASRFA6EII ®IIW CAtl�NASIm4DOX .. GMVa,�ORTETIDgWDHA56W B01I --..... - ... Nvw POWATl11W7E NTfEEVB1fF0611FAONG r � W10pAL6BXI1l00EO,EXGYATp16roff .-, 1�95®2D0.DDIIFfRU®11rIIIL y L TOiQRWIG97METSTIN11uV1TKT07MrfE UIOSRYETOI M7911InYdPl. 1_"/. 7. .''".I - -:•I -/ r �mrtYmTosnA9E WTFAw.OorlLODum Y ` - NOWT MTONCIRTDaF�As�■ 19nrx WIW NA.vafsm. Y.GIFF1E N3rPVC °SFROU FOW. 1%AFAYCH31G,f®H ®man '1®roNdVATEH91t` IAYasros.=IVRDEmAWI£ARFAA• AT016MEP6E1371CmTO °ATUYfmtMr�aLyroRMPA18 bllHis0E1MH15Wf9iraAT10NPAlE �a :. `; w _ FE$TING�n�ARE 910WN17NIIS: a AINrXISfPNU1W6TBlfMt8TN0✓Q.WfALA1a H61,1®IHWNOB INFILTRATOR QUICK4PLUS STANDARD LOW J7 v9rALSTDffLLwAe®ffTA1HwAauF$SOBImuUfumm SrXusT®tAao�l .C = / $ ¢IBLT°QaI1u _IN vANQZ- sANfXiYIlK•SOI SIRLIIEES ELECTRIC RISER DIAGRAM --stattPO°F` of T '': \ r n = °r "°E"° s T EcaN R�craswLff Emo®ErmsrGAU rsfaun Bans NOTTOSGW1 PROFILE CHAMBER CROSS SECTION AH.aro.YrXSlr�lo,aFzvdsx>tlD ',e .1y�° v - n rAY - eDDu16 sNL 1E£nE DOABt>fF WUOC IAnrosu+E roff®ou®Ap®LA®wlxats -_--_ LE'ST ADLR A1TA 6 ALLUN%nor WT6ULYDOFH059ULL�OS6'�6NACWA41(f1WIN OOY6ID RDIFx[I95a `�. -_ ____. $EN2EFAILLYI�HI� f]13i H%L uiCAWpWR!ffil6 ON OCItsIIf,A>•.)LX- TOMWW,rY.STAIEAfOf®1AL V,WS,=�SA,IDO�WRFS COOPALTOt �`w - ROmO,SW1HtlOKiEXI GOOFCI®in PRIVATEF91 _ ARiOif mffi 6l1® Z ,`` 4�"'" Z\L`.S�\ Af4iYOW16 V sWbalOw¢ 9WLIOrfE9/®01.91E 6ALLIABXIABE W1BWSfR91ED� FORCE MAIN CALCULATIONS: =\`` e $ \ - ^°� '• "L '�%"'�'"tt°®°E°"'® 6 Eo'=A�Tw PRDBftrTW Rat0S1� YpY• 41. R%P6rA1N11 �m(R 2D�IOF3T fb'.v LL) TO4i3iMRE AtO9FtatAf�.TRMLSPOiI.NOroN1°WT1ES191L'nlEm oaWTB61L: NiE TWC110l10411:rt� I�TOFtffil®AN� •\\ ° `tl.?aS :. _ yq WIMtiTNOAA91101LalII1DBIGATTIE CNOt0001IIHS910WNdnEPW6 RE1105,H IDLE.n0.6H�(N06Tu6ETOWASIE{BEOHIET) £ `f 1� .., Or16EfOt�w •aY ;._1 `; Neols.]r S AUPiFLIST S(WCHlEE9WSSEWNFAGIIF®WI01�31f?D01r SIftHGM L,ASI911m®1 W. tss • 1 `:� cONOE1E BEYAIXItOMtXiE 6.T Ermnoo�maroDtnwlvr � . AfOAu�NALt4�ERI1i1NL� ` s �� - fouiE� ,;\/-•, ,wLn w mum cOveX sNb a s sAlDTARYAEro�SIA.S RL Fn As3PE6HtaP1ANs �E��p�L IOfALPR116S ISIxmL.Fnm=OS•6T•,bS ®IssulmA9s �\k. ♦♦ \� 4'. ` � _ DrxrxCP.G5A0 SViROCOA>FSSOR AIEA6PPe III--x W14).m. DRu1A(E NSATr FRNOSWLAYW14W,d tlN aCiYQ18P1FADLa6Gi5gOWif®DA1 3NDWSHlf.W43O1PNN ` y,, `' 'D tEtbLRi TDPIEVBRIIE�TRAI�iSOifSHW�Ei1f�roL�TAS VOOOW: v=O.IDS%TLOXrNEAaGFEaFCL6tsfL NNiAD WAWX cpi6�xfm0 DR \`Y y,,. tI"' f t y OUNN�NFTS ETG TIENETImSAlID W1B6WSBgDIIDnTfEF6lN1ATEn -•--- AUBFnlmrOff,aA® vDmsXa,wfla,w=DAFT,s�>xruss PA1eXfDOAnlA�oe"r2r%c ,\'` t -. 'C� T��sundal�um�Am pro. usrm�uo®Brt�9wLmranlTo�nENnv - MSOL®PYCM4%R Pl51ABINDIODWIBLIW� CONTROL PANEL&AIR PUMP ELEVATION iISEATvrlueFaa,:Wn MIAWdFEp.w4) ]iFADie O �'\`\r's ..� ,\ • b161B1(TP.Of1) 1L AueAOVEL9NLLw1%�iW�TWaMEon,I9]rWrlersANwm' HOGrm PRm05®v9TiR6ETriiLATID �` aG TpST. 'A,r. Tlemuallz�mlxAulwniel \ )� ! C� 20 GPM e\ s �� \ ` f2 roGLIOfAfEAAiEA=129ESF. aeslr�tlTEroeE \� +� \' GFNOOf Q11AnAS1CYAlYEfX¢ ' aA®�®rt mrAumFueNmnlmAD6P*rJ VA UNIT BUOYANCY CALCULATIONS: -- ,�Xg \'` F ' a\\. TPR p.D6fN EMm.,fPJ NAVY srllEer liKiHESTBOTMDVAUWr ELEV. 1WAi929EV. �rTouaF6AUR6reEv. =a3 @ 'A �0�`.11.w`IF�'',� ..�\;.'t�` TOTAL BHOYMT FORCE: 4A156FXpZf, ))XGZ4PCF=-1UWX 15=24,3B7B . > a - r .. : /,,//�� RTP.aroRguw �J�n\ Jt •' ' ° mom.. . :. . RE4STFOROE(wEUfTOFVAOdT)=16.3508 62, _;,--_,....m o• >a+¢EFu¢rrEs�g •,�'\`, !^r`A?`J ��tJ 4 �•Po-`N •,t fYIPKl®TDANAIEM91 MOtIWALBAl1ASfPE�. v �a �r/t � / �- ..w. 8,MW1150PTF=SMCF PROVIDE 51 CFOF CONC ETEBAIIAST. !i PUMP STATION BUOYANCY CALCULATIONS: �X2EFA�YR WO�f�rof1NATEYA31 RKNESTE0'ECTEOGROUNDWATERELD.=2o PSD LEACHING SYSTEM DESIGN CALCULATIONS: BOTTOM OF VA UW ELEV. =-711 I� SITE PLAN TOTALBIMANTFO CE -,afeLF9tXaX11T3ialARN X1TE 6.91 SFX(26(-20))X 624 PCF=-1.7320 X 15=2,5W SUtPt� _ RF_BST FORCE BNJASF REWIEO. 1�3D6TXSIEMNGPA1Ef W NLWAIHES9REOtW FBDUTEGOr/1iBITAHE tt ' 25WIlSOPCF=173CF 4 6%frot�mm=ND09 PROVDE1BCFOFa llASf. tatw130sosiFr=fIt'vs MCTRAT4tWA191TF.flWrtSO�nN66fN�VAIOWPRRiEONf�t1[I.OW1G SSIBt (NTRf3U1WORQ 167SfxlQeVIM•St2LF. ugallowsnlF.waTRATmaewausoue�fa]aacs.slaL.sLF.>s1aLs. LNG SCREET XIxEJPMHOIf Ug xR01Y OIF.NXIMifBdO(IPlleOMI®i IEAOWIGSYSfH1*x61F.=S9lF. 9AFaAeIDO11aTS1aWN. N.Y.S.D.E.C.ADJACENT AREA COVERAGE T tleil ADJACEM ARID=(12,BD aR.nJ HEALTH DEPARTMBlT APPROVAL STAMP T1EVH1IT06E 16ERUTfO 1 W9PNCt4TE.1f41v,axOFSgtCOCtBs.1C169uLLBE TOWN DESCRIPTION AREA X LOT CO nq°Af LAND ITT LAI DMIRO�OF cCG TNIgXxIDEROR. AISNGRE IAf31f.FRD.lOEG000A(NW,D:STBOG@1TOG ( BOUNDARY)9A16 i7NN VAIVEBm OII,�roffNT1E4000OI PO91pIY41NEYOHSN6NiCE IIDIISL 1.642 q.fL Mn NSTAu®N6000IX1031p! DESCRIPTION AREA X LOT COVERAGE C1OL WAlE1tIpRPLASIICiTUAE4CiNDl VALN RIP iOP.a W1BtALOFTNE SALEfrA1EAiRTASOELFffiEYIS FRONT PORCH 128 q H. 1.0% HOUSE 1,612•0./L fun GIAMRT., W/AWIKA'®LOOmGUIMTO rom OdGNALSO1.6N9x HnSH1A31$AdEgE REM PORCH IM W-H. 1.4% AA K. �7Q WA19f1)31fP1ASIICiTIA1EXCOAa11WAPPAOt3) YA3lil®USIWL ORSKOdRc DOUSE 30 q.H. 0.3% LOWA•O TOF921m18SIWLOR PID OtF.Eii1WRRgpAPU65TANW✓OLgI WOOD OECXS 67 q.H. USX 202R4SCDHSCMMEHTS :BRa•YIrSVtT1Y15r�MDFSTabmp10IH1 rOP.D �'�L�Dwb1bTB1 REM PORCHne q.a Ix% CLLAR EMRA E 31 s9.IL O.n 1N6245mHSCO6(BJTS NEANOR SYdR IOW WI FDBlblmliiAOE FRONT PoRC11 128 q.H. I.3X IEVDAQIS FF.fieZa VANE A521e1 TAR nOaElwrTO CONC.APRON d STAB 70=4 H. 05Z u ass rLu B631UIL 1EErR� SHED 127 q.IT. 1.sz MOSTYALt£T°HVIOfT RGRAOE OUfSNE SHOWER 20 q.H. 02X OI1151DE SHOWER 20 q.ft. O.2X NXA2e6 YALYE mW%ATOeTAL Iw�]D Tia] NYH.SI NY,a2A �DbTa1G0 SNID 127 q.H. 1.0% IBOIQ a TOTAL C%6101G Z125 q.ff. 21.6X NSfALLLa".�HTTW PJO HOUSE _ fSWTARYWASIERF Nv.fi f6KfAR1YTASTEPEE 8x8 1WPYCSfHe H., IN.(L IJ - O /• . FIVAYI C I lO✓G TOTAL EXISTING 2,26.3 N.H. T7SZ TO REMOVED -54 PIIO11e NOIPmf00I SN1INnFORFEw P/O HOUSE TO BE REWOM -54 q.H. (tt PROItN E�+i9PoDf 2R11w1 UO®1TEGO 901.TOH PROP.PORCH EXTENSION 46 a9.tt !F Ii 44 S3fEFOiO'WNTQY'VAS " "�pTAYATE0T0Af18fA6lE�OR•DA' PROP.PORCH EXTENSION 46 W.ft. SLWI REATIENI INN a]eNIOESf E]6ECfFDfitOXO.YOFAHEV. "A 1b WPBIAATOt WIE TOTAL PROPOSED 2.117•4 H. 21.6X \:`' F•'i- j\,`\G roru PROPOSED 2,255 ----famNi --------- - - ---------------------- --------------------------------------- W.H. 17.4z ----------- ---------- ---------- -------- S.C.TJL DIST.IN)O SEC.26 ux 7 LOT 17.1 MYDROACIRf PROI�S160TfSK iRO.%EHCF6rOC NI60L101QII5 eNl]STfGRBaTAKV BN1fSTfaiOR]AIET f11TlLllZlih%!BF NmmALTIuf N,uaalTwrAlNwm 1kTiXSOWtfi-RoIrsm tTPFA(iLAYf3WSE fxIMS®ICYALYEt10f( PROPOSED SHALLOW PRESSURRED DRARFIELD - - "'°� 1xGRDD�N,XT°`� �� 6ckAS6H" Condon En ineerin P.C. MCNAIRY RESIDENCE HYORaacnoN ANsooc Dr1aa `°IPA" SANITARY SEPTIC SYSTEM PROFILE g 95 2440 VILLAGE LANE ISM OTTOSDIXXa19EETa 1nAWNfHWOEAH✓�EIR. lw.Phmw WAS n]SBb vPvlsoiO aM bpi rW�rdwTmm� D-�yID 1755 S4sbee Road Dd�dDlnm.Alt1lROlab dYap.bobmTlmbmfaol.4®mb,.ty Mathrk.New York 11952 ORIENT,NY OF SANITARY SEPTIC SYSTEM PROFILE ro IDNdmDym.Ao>itiXmb°ED.sIW bdIXQro�9Dpm,ANAv;m I.eso nmia.blm lb.I.eomR.Iromca•Aem&W- N> Dater 1B70TA23 (631)29&1986(Gi1)29&2651 fax "'W�°"°�°°��'"""'"°°i`Ad""'° SANITARY PLAN YfwW.mdalergbleehg.mm MEW -sw naNrtvnArrn IVArbESOtIDIitT Ibv are naIrIPNnIn IVATI>®Imnal tm INRE i c u PoloCRw 120105 HA- BASIN,RIBBED 141 GALLON PLW TANK UNASSEMMED n,} v} a 000 S)2b/2OE0 /J910(1l0 BASIN RI829%n OOS 7/19R019 SPRAY 1 Lt R=� Yam-� PAGE N _o .�. N Pl1YP UYP RATINGS NOTOR 3/4HP O 115Y (6)INSERTS ON A m} n Y2 m a Ines ,1 G 15.0 F.L.A.P..Inr 0273/4 bI 0263//6111 aC RPUMPC 1 3/4HP O 155V I N MOTOR ISO FlA 22 E88 ace as 03/4 n { C �} d M3� Goa 111(g 1 -� YES U PUMP 3/NIP Om11�5V - T N MOTOR 1S0 F.LA _ y w J C8 4 G 4RATNG an t/NR 0 11/15V A A .a N MOTOR S{FLA D G7L9KE�T PACK ALL MOTORS Z S 1 DNOINID,atn LID) Z E NL m.mol Puff II-m MUST CI � f/,fm mc�m HAVE INTERNAL OVERLOAD PROTECTION. rn 15 14 15 5 3 ® ® ® ® C LRI-02 o Y2 iMOM m 11 m 2 O v1 LR1-03 A m 2 6 rn ® ® ® ® G G 3 D 7 0 ® ® ® ® LR1-04 LR1 m 4 I�•I B e 16 PLC INPUT 7 12 6 ~ ® ® ® ® AS-1 6 RUN 10 O D �O 5 ALARM 14 12 x ® ® ® ® nt/B III NWA MUTE TEST OALARM 11 D c 9 m m ® ® ® ® p D 2 a ENALAE ti a��a 4 y a T " 2 PLC INPUT 6 Z 3 { CSR 12 PLC INPUT cT � 44 PLC INPUT n 9 10 n TIME DOSE n PLC INPUT BILL OF MATERIALS 0 DEMAND ®iOF NATBUAlS BQLOFNATgUALS ITEM PM OCSO DON Ott: SPRAY 18 PLC INPUT RIY alY 293/4in HA-180056-R TANK.AN500 245 NITROGEN REDUCTION REMOTE 7 NOTES:FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. A 180055 TANK,AN500 245 PRETREATMENT 1 YFL PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER WI B 130002 KIT.SNG 2 TANK CONNECTING STANDARD 7 EllDASHED UNES INDICATE ITEMS NOT CONTAIN IN THE PANEL. REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 of-It s u„v *i¢�InOw DOM C 100111 ASSFJIBLY.RE-ORC111ATION 245 COYPlF1E AN500/AN600 1 FIELD WIRING MUST BE A MINIMUM OF 60'C COPPER WIRE. mr.l� a.wrr immlmervu TIEM QTT• PART NUMBER DBOtIPIIDN D AN500-P AN500 W PLATFORM COMPLETE 1 litml wsrnwc 1 6 ...... 1/_20 AYWllbtlnl ln�t/Opm Ends E EC50-3G-L10G-PLC EC50-30-L-100-PLC 1 a'W TOLERANCES DATE > 1 aom. �ci u.mlbr cl�x fESCHEMATIC, ELECTRICAL.n-.,.« FULLwRCl00JCIifC alas AS NOTED120105 Tu - 2 Tcr POIYeIhYiorre +/-a125 UMffi sPECff®oTF®2W7.¢ AN.245 NITROGEN REDUCTION SYSTEM REMOTE a��'.•o`a hj# C11OD ev "� 10 9 ] -- ARf /1/1 HA-180056-R INFILTRATOR WATER TECHNOLOGIES INFILTRATOR WATER TECHNOLOGIES FLUSHING MECHANISM AND QUICK4 PLUS STANDARD LOW PROFILE CHAMBER INSPECTION PORT WITH VALVE BOX PRODUCT SPECIFICATIONS TYPICAL DETAIL (NOT TO SCALE (NOTTO" ) TOP VIEW QUICK4 PLUS ALL-IN-ONE END CAP MONITORING PORT,4'V PLASTIC VALVE BOX INSTALLED 53" I �'•--'-I-fD.4'EFFECTIVE LENGTH- FLUSH WITH GRADE i4f:% $^ f IINSULATE BOX - - - - - - J I�-18"�-I� AS NECESSARY 3.3" INVERTQUICK4 PLUS END CAP I+-�4.5'EFTECTIVE LENGTH• MALE THREADED CAP IMTHA MALE THREADED CAPINSPECTION PORT 3.3" INVERT F'�-18 - g" NOTE:SWEEPINSTALLLONGINFILTRATOR SWEEP FITTINGaN.wml>Eaonlnr sINFILTRATOR CHAMBER SIDE VIEW END VIEW (ANY MODEL) FLL16lIRG uEGrAxtsl AND ��J 015PECIK)N PORT� DETAIL VALVE fiOX Ci,VELERGT„) I �/�. TTRGI DETAa 8" 4 c1s of/oAr>ot REVISIONS INFILTRATyR v .amly DFH P.a I cf I e v.sn m�yT ,ctw�ia Fes-34'�� RmnsrRZBOlwmwrReoz HEALTH DEPARTMENT APPROVAL STAMP OUICJU Plus STANMRO PO4Aa1sD.81 a3)ffE%f1E Px.TB1 W LOW PROFILE GHAUBER Eat IMLlA1�f13M'AI0(Wv4, 0191E PRODUCT SPECIFN:AT10Ns B1.ABp� _ ISBRC TYe AaPF�Mm'InY•6yaag PL.xb.Atfrnd(bls YaY 9'ab6lrtlnl "ALL VIEWS a1NSTALL®lF7K'INS m.Pi OT 1nf :•;9VIXMt'p?. ::.'•'•. IFR➢R.T®qE Ia,AI[IM NS Se>mTd9.bfTOfslafaamSmrlYEe�and.boaa - Dtlmxd DP®.Mat4vlstl 9neA.bde's1►m nago/1�labxeg _ h¢mltlmFnpea.AdigoW9nelabrem!.h elaigFnpnv./adl6O Iav 9rwp9N Wbbh r IelamaYmos�mxAxmKM►.mp Eaiv l.ertlmrm..moe S.C.TJL:DIST.1000 SEC.26 ELK 1 LOT17.1 W APWRN6(R ORINUNO.4l1 - GTDOIIf F PIIB!FIHA.T MRM Stle.AS SHOWN Condon Engineering, P.C. MCNAIRY RESIDENCE 2 .a DeM. 17ss S95tDe RDBa 2440 VILLAGE LANE DTAVN1TIRaxrlucMmDAramAvruaar r41NArnoDtIxRH:>nE. Q'fnbA Maffa=104 New York 11962 ORIENT,NY �F smAuff9v0AIDOMLa I11DQx1Ai1H /\ 9RASEPamLcyaDual9uawTeeAL DBa t(Yl0202T (fi31)298-1986(631)198-2551 fax L FRENCH DRAIN DETAIL 1YAw.mndorlegkD6teg xxR SANITARY PLAN Glenn Goldsmith,President _ss``�®F �(/, Town Hall Annex A.Nicholas Krupski,Vice President �Ov �(� 54375 Route 25 P.O.Box 1179 Eric S'epenoski1 Southold,New York 11971 Liz Gillooly Q, Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 l�coum,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only , E C E ' V E Coastal Erosion Permit Application ; f Wetland Permit Application Administrative Permit F 9 2024 Amendment/Transfer/Ektension _ j Received Application: 10 2- Southold Town qL Received Fee: $ Board of Trustees Completed Application: ! Incomplete: SEQRA Classification: Type I Type II• Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): VDateof WRP Consistency Asse sm nt Form Sent: ! 3 AC Referral Sent: l L Inspection: I/ Receipt of CAC Report— Technical Review: _Public Hearing Held: / V.L!r_ — Resolution: Name of Applicant 2440 Village Lane LLC 115 East 67th Street,Apt.413 Address New York,NY 10065 Phone Number: tL61 831-2156 Suffolk County Tax Map Number: 1000 - 26- 1 - 17.1 Property Location: 2440 Village Lane,Orient (property is located on West side of Village Lane,+/-70'south of Willow Street) (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicabl.e) Address: 1319 North Sea Road,Southampton,NY 11968 Phone:631-283-6360 r�S-ed- 1 Lf l7`aq Board of Trustees Applic pn GENERAL DATA Land Area(in square feet): 12,925 Area Zoning: R-40 Previous use of property: Residential,2-sty one-family dwelling Intended use of property: Same,with additions and alterations Covenants and Restrictions: Yes X No If"Yes", please provide copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals X Yes No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept. X Yes No Does the structure(s)on property have a valid Certificate of Occupancy X Yes No Prior permits/approvals for site improvements: Agency Date Southold Trustees Wetlands Permit#8367 February 19,2014 Southold Trustees Wetlands Permit#9332A November 14,2018 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Renovate and alter existing 1 &2-sty single-family dwelling by constructing a 7.7'x 6'extension of existing roofed-over porch in place of existing 9'x 6'portion of existing I st floor to be removed(1.3'x 6'portion of existing dwelling footprint to be permanently removed),a 9.1'x 15.8'roof terrace over remaining portion of existing 1st floor,and a 24.4'x 27.4'expansion of an existing 2nd floor in place of(and within the same footprint as)existing storage attic over attached garage;remove and replace existing conventional septic system with new I/A sanitary system;and install stormwater drainage system,all as depicted on the site plan prepared by Condon Engineering, P.C., last dated October 2,2024. and of Trustees Applicatic, WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Additions and alterations to extend waterside porch and to create a 2nd floor bedroom space in place of existing storage attic. Area of wetlands on lot: -0- square feet Percent coverage of lot: N/A Closest distance between nearest existing structure and upland edge of wetlands: +/-32 feet Closest distance between nearest proposed structure and upland edge of wetlands: +/-32 feet Does the project involve excavation or filling? X No Yes If yes, how much material will be excavated? N/A cubic yards How much material will be filled? N/A cubic yards Depth of which material will be removed or deposited: N/A feet Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: Standard construction practices. 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): The proposed renovations were designed to minimize construction and avoid increasing the property's structural footprint.In fact,while the preexisting lot coverage percentage will thus remain unchanged,the building area will actually decrease by 8 sf as a result of replacing 1st floor living space with a porch extension with a smaller footprint.The alterations do not constitute a"substantial renovation"that would require raising the dwelling in elevation,and the expanded 2nd floor living space would of course be elevated well above the flood zone. All proposed work is also located landward of the Coastal Erosion Hazard Area and a concrete seawall. Therefore,the renovations would not diminish existing wetland setbacks or increase flood and erosion risks.The project would create net improvements to groundwater and surface water quality through improved septic treatment resulting from the replacement of the existing conventional septic system with a new low-nitrogen,I/A sanitary system located farther from the surface waters of Orient Harbor.Unlike conventional systems,which are not designed or equipped to treat nutrients such as nitrogen,I/A systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters.A new stormwater drainage system would also be installed to collect and recharge roof runoff,thus mitigating the volume of potential runoff from both the existing and renovated dwelling structure.A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction,and the naturally vegetated areas located seaward of the existing concrete seawall would remain.The project therefore will not result in any adverse impacts on the environmental conditions of the subject or adjacent properties,wetlands or tidal waters. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-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 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. 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 I-Project and Sponsor Information Name of Action or Project: 2440 Village Lane Residence Project Location(describe,and attach a location map): 2440 Village Lane,Orient;SCTM#1000-26-1-17.1; located on west side of Village Lane,+/-70'south of Willow Street(map provided). Brief Description of Proposed Action: Renovate and alter existing 1 &2-sty single-family dwelling by constructing a 7.7'x 6'extension of existing roofed-over porch in place of existing 9'x 6'portion of existing 1 st floor to be removed(1.3'x 6'portion of existing dwelling footprint to be permanently removed),a 9.P x 15.8'roof terrace over remaining portion of existing 1 st floor, and a 24.4'x 27.4'expansion of an existing 2nd floor in place of(and within the same footprint as)existing storage attic over attached garage;remove and replace existing conventional septic system with new I/A sanitary system;and install stormwater drainage system,all as depicted on the site plan prepared by Condon Engineering,P.C.,last dated October 2,2024. Name of Applicant or Sponsor: Telephone: 646-831-2156 2440 Village Lane LLC E-Mail: mollymcnairy@gmail.com Address: 115 East 67th Street,Apt.413 City/PO: State: Zip Code: New York NY 10065 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. X 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: NYS DEC, Suffolk County Department of Health X 3.a. Total acreage of the site of the proposed action? 12,925 sf b.Total acreage to be physically disturbed? +/-8,000 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 12,925 sf 4.Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑ Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in, or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes, identify: Name:Peconic Bay&Environs,Reason:Protect public health,water,vegetation& scenic beauty,Agency: Suffolk County,Date:7-12-88 X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? .X 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: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No, describe method for providing potable water: X 11. Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: New I/A sanitary system is proposed X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b. Is the proposed action located in an archeological sensitive area? X 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? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on, or are likely to be found on the project site.Check all that apply. ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? X 16.Is the project site located in the 100 year flood plain? NO YES X 17. Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 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: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: errmann,Coastal Management Specialist Date: October 7,2024 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer.When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it-fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality, flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11.Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every question in Part 2 that was answered"moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should,in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts.Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude.Also consider the potential for short-term, long-term and cumulative impacts. ❑ Check this box if you have determined, based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 P � SUfOIK CO. 72'20'15• T3 72'19'30' 1J3 72*18'45' V3 72'18'00' W3 I I I I � i I i • I � I i 7 I ` Kc Nft't I I I :- I I I .. TerrylPt o/F°psi !v c Cam ORIENT i I � •�� gggq o � i i Al9�j. Cem 4'' East Marion ✓ ;•. �` S$ a Orient Park � ) o y l \ ✓• _ - `',o SIBPPPRS ._}Central 1`� I r/ L4 ' ,. Cem �� oQ j ��s. -! v �..- _ °n I ✓� Oriente®(1 � Q % m pp Beach YC Sod yZMus. Site(Acres via I / SS P Subject property) -►, OQ yy EAS ION t -• I r oo°oJ°ARao MAP(EP[a P� 25 � o I I �e PS �o r ° I i Suffolk County Hagstrom Map#49 Cem:: y i r �.P` °FO ryORiR �F FgSi• JpJ�9R i 9,P I �i P�00!. 000 lG0 OypR 9° i 9q ` SyA� IF [LI� zz - - ----1— _'----- {----- - \\ --- Long Beach Cleves Pt `F `� * Pt S Sih f I tir ti0 LH trd of Trustees Applicati—. AUTHORIZATION (Where the applicant is not the owner) I/We, Margaret McNairy,Managing Member,2440 Village Lane LLC owners of the property identified as SCTM# 1000- 26-1-17.1 in the town of Southold ,New York, hereby authorizes En-Consultants 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. M t mCA4iA* Margaret L McNairy N/A Property Owner's Signature Property Owner's Signature Margaret McNairy,Managing Member,2440 Village Lane LLC State of Florid County of DL SWORN TO BEFORE ME THIS 15th DAY OF March 920 23 by Margaret L McNa Notary Public Lola Denise Strickland PV@ij LOLA DENISE STRICKLAND Provided NY DRIVER LICENSE o•' ��% Notary Public-State of Florida a_ Commission#HH137605 Notarized online using audio-video communication a FV�p \` Expires on June a,2025 Lrd of Trustees Applicati(-- AFFIDAVIT Margaret McNairy,Managing Member,2440 Village Lane LLC 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. Margaret L McNairy N/A Signature of Property Owner Signature of Property Owner Margaret McNairy,Managing Member,2440 Village Lane LLC State of Florio County of Dui . SWORN TO BEFORE ME THIS 15th DAY OF March 20 23 by Margaret L McNairy 0/04. 014 ix rirlfit�f� Notary Public Lola Denise Strickland P01111111 g...P1�e/% LOLADENISESTRICKLAND Provided NY DRIVER LICENSE r;' ��% Notary Public-State of Florida a: ;a_ Commission#HH137805 o Notarized online using audio-video communication 9r'•.. . �� Expires on June a,2025 APPLICANT/AGENT/REPRESENTATM- TRANSACTIONAL DISCLOSURE FORM The Town_ of Soitthold's'Code of Ethicsorohibits conflicts of interest on the part of town officers and emploYecs The_purpose of this forth is to provide jhforination which cirriWert the'town of possible conflicts of mterost-and allow rt to take whatever action is necessary to avoid same. Margaret McNairy,Managing Member YOUR NAME' 2440 Village Lane LLC ' (Last name,first name,Middle initial,unless you are applying in the name of someone else or other entity;'such as;a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X 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 offrccr or e,mplbyce of the Town of Southold? "Relationship"includes.by blood,njarrioge,or business interest"13iisiness 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 offtceror employee owns more than 5%ofthe shares. YES 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/age nt/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): A)the owner of,greater than 5%of the share's of the corporate stock of the applicant (when the applicant is a corporation); B)the legal orbeneficial oNvner.of any interest in a non-;corporate entity(when the applicant is riot a corporation); C)an officer,director;partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this ('L day of t `�✓U� 20 Signature Print Name Margaret McNairy, nag g Member Form TS l Village Lane L 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. 1 YOUR NAME: Herrmann�Rnl rr F. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X 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 NO X 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): A)the owner of greater than 5%bf the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer;director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this ay of October 20 24 Signature Print Name Form TS 1 NOTICE TO ADJACENT PROPERTY OW JAN 1 3 2025 f BOARD OF TRUSTEES, TOWN OF SOUTHOLD Southold Town Board of Trustees _ In the matter of applicant: -" 2440 Village Lane LLC SCTM#1000-26-1-17.1 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Renovate and alter existing 1 &2-sty single-family dwelling by constructing a 7.7'x 6'extension of existing roofed-over porch in place of existing 9'x 6'portion of existing 1st floor to be removed(1.3'x 6' portion of existing dwelling footprint to be permanently removed),a 9.P x 15.8'roof terrace over remaining portion of existing 1 st floor,and a 24.4'x 27.4'expansion of an existing 2nd floor in place of (and within the same footprint as)existing storage attic over attached garage;remove and replace existing conventional septic system with new I/A sanitary system;and install stormwater drainage system,all as depicted on the site plan prepared,by Condon Engineering,P.C.,last dated October 8,2024. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 2440 Village Lane,Orient 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wed.,Jan. 15,2025 @ 5:30 pm;Town Hall Meeting Room,53095 Main Rd,Southold You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. 2440 Village Lane LLC PROPERTY OWNERS NAME: 115 East 67th Street MAILING ADDRESS: New York,NY -10065 PHONE #: 646-831-2156 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: 1000-26-1-15.1 54 Riverside Drive 16B, John B.Henry Revocable Trust New York,NY 10024 1000-26-1-18 1 Plaza Street W `E C E L L Simon Eisinger&Sumathi Sivapalasingam Brooklyn,NY 11217 D 1000-26-1-13 11305 Spaulding Street 'J Frederic C. Scofield Jr.Trust Omaha,NE 68164 JAN 33 2025 1000-26-1-12.1 453 Park Avenue Southold Town Evan&Lynn Lewis Rye,NY 10580 Board of Trustees 1000-26-1-21 2595 Village Lane lrear Brogan Family Irrevocable Trust Orient,NY 11957 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being duly sworn, deposes and says that on the 6t7h_ day of J�.� n x y '20 , 25 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 at Southampton , that said Notices were Mailed to each of said persons by (certified)(ragkftveck mail. Robert E.Herrmann Coastal Managment Specialist Sworn to before me this 9th day of January ,2o 25 KIM H. STEPHENS Notary Public-State of New York No.01 ST5015931 Qualified in Suffolk County My Commission Expires August 02,205 Nota blic ' Postal CERTIFIED MAILP RECEIPT CERTIFIED MAILP RECEIPT Q, 1 Ln Er Domestic Mail Only r3 Domestic Mqil Only 1 _ ��(( 1-717 Q' C ertified Mail Fee r �', Cr Certified Mail Fee wy m Extra Services&Fees ru (check box,add fee as appropriate) �-yA. ril. Extra Services&Fees(check box,add fee as eppropdate) r ❑Return Receipt(hardcopy) $ Rr .c� p t irl. ❑Return Receipt(hardcopy) $ �i.`e�` ,-P.t 0 k i ❑Retum Receipt(electronic) $ Postmark -,-'i ❑Retum Receipt(electronic) $ � f' C3 []Certified Mail Restricted Delivery $ '=) .H �. p ❑Certified Mail Restricted Delivery $ Hert -,/, ' O ❑Adult Signature Required $ `. ,+• []Adult Signature Required $ '-r ' []Adult Signature Restricted Delivery$ u ''f.`.'�., - - ❑Adult Signature Restricted Delivery$ roll Postage i rQrl Postage m $ - - M $ m Total Postal m To ru $ John B.Henry Revocable Trust ru $ � Simon Eisinger& Sent To ru ti Sumathi Sivapalasingam 54 Riverside Drive 16B I'•----- o -------------- o siFeeiand) si 1 Plaza Street W r` N New York,NY 10024 !----. c Brooklyn,NY 11217 city,srare, � I, ' TM • •stal Service Postal CERTIFIED o RECEIPT CERTIFIED MAILP RECEIPT Qomestic Mail Only, Domestic Mail OnlyN rmation,visit our ri',d t1 PX• rj "'..-,t'"r-;:1`<••, as !6"ak �.x• • . delivery I'M-J...� �1 L..F,.-.+' f�f".1`t� L:.•. :. 4�• - co Q' Certified Mail Fee 117 Certified Mail Fee ru $ if m $ Extra Services&Fees(checkbox,add fee as appropriate) E.t.Services&Fees(check box,add fee as appropriate) ❑Retum Receipt(hardcopy) $ j ❑Return Receipt(hardcopy) $ ." i,� 0 ❑Return Receipt(electronic) $ Post(_ilark r'. 0 ❑Return Receipt(electronic) $ .r''., Postmark•' ,- 1- . C3 ❑Cert'rfied MaII Restricted Delivery $ `�,C .„,,Here' Q ❑Certliled Mall Restricted Delivery $ Here p []Adult Signature Required $ • O ❑Adult Signature Required $ []Adult Signature Restricted Delivery$ �-` '• - ❑AdultSignatureRestrictedDelivery$ ") ,� "� � Postage < Postage c� .; : m m �,- m $ - - - -- — - m m Total Post m Total P, Sent To Evan&Lynn Lewis ru SantTL Frederic C. Scofield Jr.Trust ru ru _ C3 - 453 Park Avenue = o s--- 11305 Spaulding Street r+- crry, cry Omaha,NE 68164 ,Stara Si, Rye,NY 10580 U.S. Postal Service TM CERTIFIED oRECEIPT co Domestic Mail Only r%- ). " i" „7 ' i '. 17 i,-i, u Certified Mail Fee y fll m Extra Services&Fees(checkbox,add fee as appropriate) kt r"j ❑Return Receipt(hardcopy) � ❑Return Receipt(electronic) $ 4'i "Postmt Q ❑Certified Mall Restricted Delivery $ ':'(';.�.,�Her6�•'` `[�," C3 ❑Adult Signature Required $ []Adult Signature Restricted Delivery$ mPostage M Total Po - - --- - -- -.L ru Sent To Brogan Family Irrevocable Trust C3 Srieeral .> .2595 Village Lane Irear •------- Ciry,sra� Orient,NY 11957 -------- �F� At EN-CONSULTANTS May 2,2025 Town of Southold E ' Board of Trustees Y 54375 Main Road Post Office Box 1179 fl MAY 5 2025 Southold,New York 11971 Re: 2440 Village Lane, LLC Southold Town 2440 Village Lane, Orient Board of Trustees SCTM#1000-26-1-17.1 Dear Board of Trustees: In accordance with the memo regarding Chapter 55 Notice of Public Hearings, attached for your file is an additional green return receipt card received in regard to the January 15,2025 hearing for the above referenced application. Sincer ly, im tep e Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting THIS SECTION ON bELIVERY COMPLETE - • IF A Sig o ❑Agent t i ■ Complete items 1,2,and 3. [I ■ Print your name and address on the reverse X ddressee 11 so that we can return the card to you. g eceiv by in C.Date of Del, ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 14 Yes 1. Article Addressed to: -' If YES,enter delivery address below:, ❑No VS t+V1 -31r Brogan Family Irrevocable Trust 3. Service Type [I Priority Mail Expresso 2595 Village Lane 1 rear ❑Adult erervsignature ❑Registered mail' Orient,NY 11957 ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted' edified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ' [I Collect on Delivery ❑Signature Confirmation ❑Coilect or.Delivery-Restricted Delivery Restricted Delivery o_e.t�lo.nr�mhan flrancfer__fromiseryiBe label} {_I—I i �.1 1 OI y I I' 72'2 l333b 'q00`]; 329� `7`?81 no�iR�trl�tedDentery l — ' Domestic Return Receipt PS Form 8811,July 2020 PSN 7530-02-000-9053 P CO ON •MPLETE THIS SECTION ON ■ Complete Items 1,2,and 3. A. Signature ■ Print your name and address on the reverse V Agent so that we can return the card to you. -� O Addressee , ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery i or on the front if space permits. 1, Article Addressed to: D. Is delivery address different from item 17 17 Yes If YES,eneer'delivehtaddress below: ❑No i i i Evan&Lynn Lewis �� 453 Park Avenue 3. Service Type ❑Priority Mail Express® Rye,NY 10580 ❑Adult Signature ❑Registered MalITM ❑ ult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Signature ConfirmatlonTµ ❑Collect on Delivery ❑Signature Confirmation j Delivery Restricted Delivery Restricted Delivery 7022R3330 0001 3298 7774 I if Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt i Glenn Goldsmith,President gUFFO(�co Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski y z P.O.Box 1179 Liz Gillooly o Southold,NY 11971 Elizabeth Peeples A, � �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 2440 VILLAGE LANE LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING A=- LMM�E�E TIIICORVAAS�T�S�F,� � �% r vI�a�SPRlOYT®,� HEfPUBLC� I, Pje>&�'oy , residing at/dba En-Consultants 1319 .North Sea Road, Southampton, NY 11968 being duly sworn, depose and say: That on the 7th day of January , 2025 , I personally posted the property known as 2440 Village Lane, Orient; SCTM #1000-26-1-17.1 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,January 15,2025. Dated: January 15, 2025 (sig ure) Sworn to before me this I5th day of dffn_ �-0 25 4�� - -- blic NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: 2440 VILLAGE LANE, LLC SUBJECT OF PUBLIC HEARING: For a Wetland Permit to renovate and alter existing one & two story single family dwelling by constructing a 7.7'x6' extension of existing roofed over porch in place of existing 9'x6' portion of existing first floor to be removed (1.3'x6' portion of existing dwelling footprint to be permanently removed); a 9.1'x15.8' roof terrace over remaining portion of existing first floor; and a 24.4'x27.4' expansion of an existing second floor in place of and within the same footprint as existing storage attic over attached garage; remove and replace existing septic system and install an I/A sanitary system; and to install stormwater drainage system. Located: 2440 Village Lane, Orient. SCTM# 1000-26-1-17.1 TIME & DATE OF PUBLIC HEARING: Wednesday, January 15, 2025 — 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 r" Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS l, 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 si nib ficant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 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# 26 - 1 17.1 PROJECT NAME 2440 Village Lane Residence The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 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: Renovate and alter existing 1 &2-sty single-family dwelling by constructing a 7.7'x 6'extension of existing roofed-over porch in place of existing 9'x 6'portion of existing Ist floor to be removed(1.3'x 6'portion of existing dwelling footprint to be permanently removed), a 9.1'x 15.8'roof terrace over remaining portion of existing 1 st floor,and a 24.4'x 27.4'expansion of an existing 2nd floor in place of (and within the same footprint as)existing storage attic over attached garage;remove and replace existing conventional septic system with new I/A sanitary system;and install stormwater drainage system,all as depicted on the site plan prepared by Condon Engineering, P.C.,last dated October 2,2024. Location of action: 2440 Village Lane,Orient Site acreage: 12,925 sf Present land use: Residential,two-story,single family dwelling Present zoning classification: R-40 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: 2440 Village Lane LLC (b) Mailing address: 115 East 67th Street,Apt.4B New York,NY 10065 (c) Telephone number: Area Code 646-831-2156 (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 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 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 l Aside from the expansion of the existing second floor,the architectural design of which wiif-femain consistent with that of the existing dwelling,the proposed renovations would do little to change the character of the property or the existing zoning compliance,size,style, nature,or overall character of the existing dwelling.And the project was issued a"Certificate of Appropriateness,"dated September 26, 2024,by the Town of Southold Historic Preservation Commission. 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 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 The proposed renovations were designed specifically to minimize construction and avoid increasing the property's structural footprint. In fact,while the preexisting lot coverage percentage will thus remain unchanged,the building area will actually decrease by 8 sf as a result of the replacement of 1st floor living space with a porch extension having a slightly smaller footprint. The alterations do not constitute a"substantial renovation"such that the existing dwelling would need to be raised in elevation,and the proposed additional 2nd floor living space would of course be elevated well above the flood zone. All of the proposed work will also be located outside the Coastal Erosion Hazard Area and landward of a concrete seawall. Therefore, consistent with Policy 4,the proposed renovations would not increase flood and erosion risks. 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 The project is consistent with the Policy 5 goals of protecting and improving water quality,in part because it would result in net improvements to groundwater and surface water quality through improved septic treatment resulting from the replacement of the existing conventional septic system with a new low-nitrogen,I/A sanitary system located farther from the surface waters of Orient Harbor. Unlike conventional systems,which are not designed or equipped to treat nutrients such as nitrogen,I/A systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. Additionally,a new stormwater drainage system would be installed to collect and recharge roof runoff,thus mitigating the volume of potential runoff from both the existing and renovated dwelling structure 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 Aside from a slight decrease in the footprint of the habitable dwelling,there will be no change in the structural footprint of the pr_+,__,.and the proposed renovations would not encroach on existing wetland setbacks.The project would result in net improvements to groundwater and surface water quality through improved septic treatment resulting from the replacement of the existing conventional septic system with a new low-nitrogen,UA sanitary system located farther from the surface waters of Orient Harbor. Unlike conventional systems,which are not designed or equipped to treat nutrients such as nitrogen,UA systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. A new stormwater drainage system would also be installed to collect and recharge roof runoff,thus mitigating the volume of potential runoff from both the existing and renovated dwelling structure. Aditionally,a project limiting fence would be installed to contain site disturbance and potential surface runoff during construction,and the existing naturally vegetated areas located seaward of the existing concrete seawall would remain.The project is therefore consistent with the Policy 5 goals of protecting and restoring the quality and function of the adjacent ecosystem. 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 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 ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes FIN o® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote sit=_ --)f new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 4 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No ® 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. ElYes ElNo ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable 4 PREPARED BY TITLECoastal Management Specialist DATEoctober 7,2024 Robert E. e Amended on 811105 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.MA THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q� 1000 26 1 17 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN iI strt icF Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT Yes No a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within 12(S.F./Acres)),925 S.F. Generated by a Two(2")Inch Rainfall on Site? / ❑ the Scope of work for Proposed Construction) (This item will include all run-off created by site lX� b,What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed F/_8,000 S.F. Site improvements and the permanent creation of construction activity? (S.F./Acres) impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed ❑ PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This item shall include all proposed Grade Changes and Renovate and alter existing 1 &2-sty single-family dwelling by Slopes Controlling Surface Water Flow, constructing a 7.7'x 6'extension of existing roofed-over porch in 3 Does the Site Plan and/or Survey describe the erosion XF place of existing 9'x 6'portion of existing I st floor to be • and sediment control practices that will be used to removed(1.3'x 6'portion of existing dwelling footprint to be control site erosion and storm water discharger.This permanently removed),a 9.1'x 15.8'roof terrace over remaining Item must be maintained throughout the Entire portion of existing 1 st floor, and a 24.4'x 27.4'expansion of an Construction Period. existing 2nd floor in place of(and within the same footprint as) 4 Will this Project Require any Land Filling,Grading or ❑ Excavation where ere is a change tote Natt i existing storage attic over attached garage;remove and replace Existing Grade involving more than 200 Cubic Yards existing conventional septic system with new I/A sanitary of Material within any Parcel? system;and install stormwater drainage system,all as depicted 5 Will this Application Require Land Disturbin§Activities ❑ on the site plan prepared by Condon Engineering,P.C., last Encompassing an Area in Excess of Five T ousand dated October 2,2024. (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres:including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of lands; which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that.a SPDES permit is required for storm water discharges. Q (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑ 1.The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, ❑ required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit. In addition,the SWPPP shall identify potential sources of pollution which may reasonably be expected to affect the Area. (This item will NOT include the installation of Driveway Aprons.) quality of storm water discharges. NOTE:If Any Answei to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. that is knowledgeable in the principles and practices of Storm Water Management. (NOTE:A Check Mark(X)and/or Answer for each Question is Required for a Completed Application). STATE OF NEW YORK, Sufk COUNTY OF --- folfol------------------------ SS That I, Robert E. Herrmann --. being duty sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the ---Agent (Owner,Contractor,Agent,Corporate Officer,etc. Owner and/or representative of the 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 bes his knowledge and belief;and that the work will be performed.in the manners set forth in the application filed herewith. Sworn to before me this; ----------- 7th---------- - - ------ --day of October ,20 24 --------------------- Notary Public ----- -g ---- KIM H: STEPHE ------- -------- - --- (si natur f A licant) FORM - 06/10 No.01STi5015931 Qualified in Suffolk County p My Commission Expires August 02,20 EN-CONSULTANTS October 8, 2024 Town of Southold Board of Trustees 54375 Main Road ' g 2024 Post Office Box 1179 uOCT Southold,New York 11971 Re: 2440 Village Lane LLC BOWofTrustees 2440 Village Lane,Orient SCTM#1 00026-1-17.1 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Photographs. 2. Copy of Operating Agreement for 2440 Village Lane LLC. 3. Four(4)Wetland Permit Applications including: a) Authorization&Disclosure Forms; b) Short Environmental Assessment Form; c) LWRP Consistency Assessment Form. 4. Four(4)site plans prepared by Condon Engineering, P.C., last dated October 2, 2024 5. Four(4)surveys prepared by Nathan Taft Corwin III Land Surveyor, last dated February 26, 2024. 6. Findings, Deliberations and Determination for ZBA File#7918, filed July 30,2024. 7. Historic Preservation Commission's Certificate of Appropriateness,dated September 26, 2024. 8. Application fee of$1,250.00. I hope this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sincer ly, Robert E. lann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting