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Home My WebLink AboutTR-9838 Town Hall Annex Glenn Goldsmith,President � V S,O 54375 Route 25 A.Nicholas Krupski,Vice President P.O. Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael J.Domino Telephone(631) 765-1892 • yo Greg Williams Fax(631) 765-6641 ��OOUNT� 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 PRIG_ R TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction;"hay,bale line/silt boom/silfi curtain 1St-day of construction- % constructed When project complete, call for compliance inspection; i CIA BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.9838 DATE: MARCH 18,2021 ISSUED TO: FABIQ PASQUALE GRANATO PROPERTY ADDRESS: 1725 NASSAU POINT ROAD, CUTCHOGUE J, SCTM# 1000-104-13r2.4 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 18,2021,and in ee consideration of application fee in the sum of$250.00 paid by Fabio Pasquale Granato and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing 1,337sq.ft dwelling,decks and foundation; demolish existing 8.3'x6.31 storage shed; and demolish existing 24.2'x22.2' two-story garage; construct new one-story wood frame dwelling with a poured concrete crawlspace foundation,with a total gross area of 2,859.90sq.ft. X (45.4'x681); new wrap around deck with a total of 2,854.64sq.ft,front stairs of 198.17sq.ft., rear stairs of 136.13sq.ft. and side stairs of 45sq.ft.; new 8'x191 (152sq.ft.)trellis style pergola on rear deck; new 6x6 wood timber planters,3'8" in width outside of the decks to conceal the foundation height as the dwelling is to be raised up 2'; total dimensions of the house with wrap around deck and planters will be 68'4"x6412.51'and located no closer than 63.21 from the rear yard setback; with the condition to establish and perpetually maintain a 101 wide non-turf buffer landward of the bulkhead; and as depicted on the revised site plan prepared by Condon Engineering,P.C.,last dated March 20,2021,and stamped approved on March 29,2021. 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 29th day of March,2021. 4-. .w 5r V x V, "0AA_w�'�u'ke x, 6 TERMS AND CONDITIONS The Permittee, Fabio Pasquale Granato,residing at 1725 Nassau Point Road, Cutchogue,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 his 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 24 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. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that.may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. 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. Glenn Goldsmith,President �QF SO(/�y Town Hall Annex A.Nicholas Krupski,Vice President �rvo 54375 Route 25 P.O.Box 11 John M.Bredemeyer III Southold,New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 olyCOU0,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 29, 2021 Douglas McGahan , P.O. Box 602 Cutchogue, NY 11935 RE: FABIO PASQUALE GRANATO 1725 NASSAU POINT ROAD, CUTCHOGUE SC-T-M#1-000-1-04-13-2.4- Dear Mr. McGahan: The Board of Town Trustees took the following action during its regular meeting held on Thursday, March 18, 2021 regarding the above matter: WHEREAS, Jeffrey Patanjo on behalf of FABIO PASQUALE GRANATO 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 August 7, 2019, 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 20, 2021 and March 18, 2021, 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, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure 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 FABIO PASQUALE GRANATO to demolish existing 1,337sq.ft dwelling, decks and foundation; demolish existing 8.3x6.3' storage shed; and demolish existing 24.2'x22.2' two-story garage; construct new one-story wood frame dwelling with a poured concrete crawlspace foundation, with a total gross area of 2,859.90sq.ft. (45.4'x68'); new wrap around deck with a total of 2,854.64sq.ft, front stairs of 198.17sq.ft., rear stairs of 136.13sq.ft. and side stairs of 45sq.ft.; new 8'x19' (152sq.ft.) trellis style pergola on rear deck; new 6x6 wood timber pla7fiter§,'3'8"-in-widfh-6utside of"the'decks-to conceal-the foundation height as the dwelling is to be raised up 2'; total-dimensions of the house with wrap-around deck and planters will be 68'4"x64'2.5" and located no closer than 63.2' from the rear yard setback; with the condition to establish and perpetually maintain,a 10' wide non-turf buffer landward of the bulkhead; and as depicted on the revised site plan prepared by Condon Engineering, P.C., last dated'March 20, 2021, and stamped approved on March 29, 2021. Permit to construct and complete project will expire two 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, 41e Gol mith President, Board of Trustees GG/dd Glenn Goldsmith, President Town Hall Annex A Nicholas Krupski, Vice-President y a 54375 Route 25 John M. Bredemeyer, III h o P O. Box 1179 Michael J. Domino ��j0� Southold, NY 11971 Greg Williams � � Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: FABIO PASQUALE GRANATO c/o DOUGLAS MCGAHAN Please be advised that your application dated August 7, 2019 has been reviewed by this Board at the regular meeting of March 18, 2021 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) %Constructed ($50.00) x Final inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) xx The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $.50 00 BY: Glenn Goldsmith, President � v Board of Trustees n TEST HOLE DATA (TEST HOLE DUG BY NATHAN T. CORWIN PUMP COMPRESSER POWER CIRCUIT MODEL N0. III L. . ON FEBRUARY AN 2020 SKUNK LANE NOWATEA RORSEPTIC o a ELEC = I, CB1 M1 120105 x L.S. ) EL 4.1' 0' N�0/F ASSOCIATION <o, PANEL d euc �-1 M• Z TOPSOIL SSAu POINT CAUSEWAY ;N L1 I r PUMP PAGE n o � I N __f- (� SPRAY 1 y r y BROADWATERS 0G� 0.5' "� EXISTING CESSPOOLS TO BE PUMPED DRY AND REMOVED NA 111 9Q� ` Lo N ""r---� ""r N MOTOR PUMP RATINGS: COVE -cv EL. 2.0' BROWN SILTY SAND SM ep EXISTING GARAGE f;o� 1' (HIGHEST EXPECTED GROUNDWATER ELEV.) IN ACCORDANCE WITH THE SCDHS STANDARDS TO BE DEMOLISHED 1 ) _" �_ 3/4HP 115V O � C) EL. 1.5' A/C CONDENSER ON .40' E 1 x'� I '� mos EXTERIOR RATED JUNCTION e„� C_B2 orx M2 CSR s Loops 'I G 15.0 F.L.A. y 2 2.6' ELEVATED PLAT. N a�p4 1 1 1 y gy=m_ 20 AMP BREAKER RP1 RECIRC UMP RATINGS: WATER IN BOG PT °a"`""�°SRR . x Zgs z. 5- �� BOX BELOW GARDE INA o ( ) -PROP.3'x3' i I I O �apoPUMP 03 3.6 `«F E �z.95. '��° 1 I I m +; � p o / v74 u,� w /g+5 I I I m a ppm SPRINKLER BOX 1 ""T ""T - N MOTOR 5.0 F.L.A. PROP.500 GALLON PROPANE TANK Q• - �, 12 AWG OF WIRE IN > PROJECT 16 � _ I I I t �, gpo -� 1I G EXISTING SHED TO BE DEMOLISHED s z 1 w :: ..m '-� C63 WATER IN COARSE SAND (SW) ■ g m �-] 0 �, LOCATION y N $ p > 3/4 PVC SCH 80 � S M3 � ,-per 8 PROPOSED VENT TO a mm� t. I 1�` x Y /t x J a �., ,<� CONDUIT P - MIXER UMP RATINGS: ROgpWgTER EXTEND THROUGH � � ti�P� _:. ':: I I Z, ► PUMP 3 4HP 115V S N o � _: I I I = -�� N MOTOR 15.0 F.L.A. q� O 9.6 PROPOSED 8.5 X 4.75'X 7 �,P x / RO THE ROOF WITH A x w SSS` w ==' ,s ��o D: DEEP LEACHING GALLEY w �+ ->t zv I 1 (TYP.OF 6) CHARCOAL FILTER s ��` I I I m PLC CONTROL PANEL �I G n :. 1 I I �, W/HP80 COMPRESSOR AIR PUMP Com_ Z - x �.; ?.>% 1 I I I GRY GRY Cl COMP. RATINGS: oil - �► :ate. I I I o c� ELECTRIC RISER DIAGRAM COMP 1/4HP ® 115V • ""T MOT R •Ir �* I stirs 1 I N .4 �, _ _s 5 F.L.A. NOT T ALE 8.5 X Ir a� 0 SC PROPOSED 50No EXPANSIONx .Z . 1 I I � ti LOCATION MAP 1 r i ^w<:%':i::: ;a::iii: :::........:::::::::::::::::•::.-::•::•::.:::::. :3' Notes: 4.75'X 7 DEEP LEACHING GALLEY i 6 i � ... ..-.:-�•�-?.:. IIII •::::;:::;.;;:;: I PROPOSED 10'WIDE !� OQ �'� ::;::: NON-TURF BUFFER (� NOTE: ALL MOTORS (TYP.OF 3) QR V. ';::2 < ..=:i .aii :r;.:: . ::::::::::::::. :•:::::::::.-:::::•::::::•::::::•:•::.: I, I R :::: ::......:::::::.:::::. ::.-:::::::::::.::::.::.::::::.-:: :::.-:.::::::: :. 55, 00 T I Ln SE All wiring and equipment are to be be provided and Installed b the Electrical contractor EC in accordance with the National M UST HAVE INTERNAL GENERAL NOTES OVERLOAD PROTECTION.EIect Electric Code(NEC)and Local Electrical Codes. �/ . ' •� ! ii?:iii:i::':':':::;:::\::.;:.!:.:.;::::.�.,.:. �.-. ::;g.0•' :.-:::..... 7 •:::...::. I LR 1- 1 1. ALL MATERIALS AND METHODS OF CONSTRUCTION HAL N ;:K ;; I elu Q ,� 1M1T CTION S L CONFORM TO THE 1 I The EC xnll file all necessary forms and pay an feesfor the electrical work shown on these drawings.The contractor will arrange STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK �, v Fes. #:::::.:-::::::::.#:::•:::: : . for all inspections and secure a Fire Underwriters cerfficate which is to be fumed over to the owner at the completion of the work. , LR 1-Q2 COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. ...... _ r wTr 7:..: +::: .::`. :::::::::• I I 1 v 'All foundation penetrations for en of dire buried feeders are to be equipped with galvanized steel sleeves. RMC is to be used 2. BOUNDARY&TOPOGRAPHIC INFORMATION FROM SURVEY BY NATHAN TAFT CORWIN x P entry �Y eQ PPS 9 O 1 PR POSED OE 2, I I I O at all other foundation and floor penetrations. A LAND SURVEYING INC.DATED 2/2812020. ELEVATIONS ARE REFERENCED TO THE NVAD 4c O 1 � : •. ` . - � 1 I I 1 W EGRC RUNNING ew LR1-Q3Yf1 1w1r 88.DATUM. • Furnish and install new service equipment and circuit breakers as shown in these drawings. All panels and breakers are to be M3 PROP PROPOSED w; :'1 I I I 12 �� RYWELL I labeled. The electric panels are to be installed and grAmded in accordance with the NEC and Local Electric Codes. 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES Lo 1 , ,_ xMI I 1 G IXER RUNNING PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL xAP w , 1 *AN switch and outlet boxes,junction boxes,and pull boxes installed on the exterior are to be galvanized steel and rated for exterior BW rR1r SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE / x" x l+ / 31$•98 "' use. LR1 CONFORMED ACCORDINGLY IN THE FIELD. 'V / ISTRIB ON BOAC LR1-Q4 � x / m N gL,1 qEp / 6g x� i �,,,z 'All exterior outlets are to be housed in weather proci enclosures. 16 PLC INPUT 4. A MINIMUM SEPARATION OF TEN(110)FEET HORIZONTAL AND EIGHTEEN(18)INCHES 1 6y' x� �J �o m EXISTING HOUSE 8 DECK TO ow AS-1 P,NN VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR 1 / - >rso =m< BE DEMOLISHED EXISTING SANITARY LINES OR STRUCTURES. ` EXISTING CESSPOOL TO BE PUMPED � �+ -+a FOUNDATION TO REMAIN I / xsz DRY AND REMOVED IN ACCORDANCE mo B, 5 6 ,� RUN AUD. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS I 1 ) WITH THE SCDHS STANDARDS ALARM I * x x'' E 2p5 BEFORE COMMENCING WORK. b PROPOSED HYDRO-ACTION CONTROL ORO BRN I ' E PANEL AND AIR PUMP ON A 36 2 ELECTRIC LINE TO BMUTE �►. g ^� �� LOT "X 36'X HWA •'� �� F ppD PLACED IN CONDUIT 6"P.C.SLAB WITH 6X6 WIAXW1A WWM Bw 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH 1-6 PROPOSED DREW LEVY TEST TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR HYDRO-ACTION ED ] LOIS LEVY 0 2 ALARM SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. I s5Q AN-500C UA DINTS SF RESIDENCE LIGHT DEBRIS SHALL NOT REBURIED ON-SITE. 1 7>�36 1�ION CONNECTED TO PUBLIC WATER six RED ""T 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR 5 ra pOH f Ao TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE To ' f SITE PLAN Epi WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. SCALE:11"=30'-0' B 1 ENABLE 2 Yel 11 PLC INPUT 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH CONCRETE. OVERRIDE 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. �"' 3 4 CSR YM/WH 12 PLC INPUT BW CSR DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED 14 PLC INPUT AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFFSITE AREAS, PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE m o TIME DOSE TAN 17 PLC INPUT INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM D �u O TO'THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. DEMAND D ° 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM 0 � SPRAY TAN C@PLC INPUT DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. z z NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. O -4 ; Inlet Outlet MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. 12. LOT AREA:28,719 S.F. M 0 W1 81 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. W1 IT! = ° ~ REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-lbs. 13. THERE ARE NO WELLS WITHIN 150'OF THE PROPERTY. C Z FIELD WIRING MUST BE A MINIMUM OF 60'C COPPER WIRE. Z Or CHANGES TOLERANCES DRAWN BY DATE zE DECIMALLS C. BARRICK 11/3/16 SCHEMATIC, ELECTRICAL p y / xx-*•010 MATERIAL SPECIFICATION: Z D FRACTIONAL m SEPTIC PRODUCTS INC C x/x- *.1/6+ O AS NOTED P T N0. B ANGLES FULL 120105 � _ '0 A X7 *' Z m REMOTE PLC CONTROL PANEL PLC CONTROL PANEL W/HP80 COMPRESSOR (p WITH AIR PUMP. HS-20 LOAD RATED BOLTED = O MAY BE MOUNTED ON UNIT M Z OR REMOTELY. CAST IRON MAXIMUM OF OF EXTENSION C') COLLARS MAY BE USED TO O I BRING CASTING TO GRADE. M171 = v m O CO BUTYL RUBBER GASKET m I j - RUBBER PIPE CONNECTOR Inlet FL LINE Outlet O � n rn -�-II O -C n D D v D 171 K APPROVED BY M C_ 0 A S T A L P I P E L I N E [0nocn] BOARD OF 1 RUSTEES Q 0 (631)369-4000 PRODUCTS CORP. 021.65 TOWN OF SOUTHOLD 0 � [055.Odn] - C P.O. Box 575, 55 Twomey Ave. Calverton NY 11933 Z PRECAST CONCRETE DAI E J{R/(Rte, 2f 13.24 202-1202-1N O MONOLITHIC TANK Project: I [33.sa�] HS-20 LOAD RATED 0 r • toe EARTH COVER:0.50-3.0 FT. �� hj • • O • .• Contractor: o jlll • • CUT AWAY MEW • HYDROACTION AN500-C NITROGEN REDUCTION SYSTEM m r 1 15.60 Wr Ction' WEIGHTS: Product:PrecastAN500-C Nitrogen Reduction Unit --- t39.6cm] 6 f the g. 4 cp t."s.+ BASE UNIT:12,250 LBS. .~ ROOF SLAB:4,100 LB. scale date dwn. by dwg. no. _ 020.65 [052.5an] LL None 9/26/16 D.O.R. HA-01R2 BOTTOM NEW TOP VIEW 13.74 II REMOTE PLC CONTROL PANEL INSIDE BOX 36'X 36"X 6"P.C.SLAB W/HP80 COMPRESSOR POLYLOK 20"D-BOX BOX ACCEPTS: PART NO.3017-20 LIGHTCOVER PART N1_ HEALTH DEIPARTMENT APPROVAL STAMP 2,VENT WITH 6X6 W1AXWIA WWM •~ MATERIAL-HDPE HEAVY COVER PART N0:3017-C20 a GRATE- PART N0.3017-G20 THE VENT TO BE TERMINATED a 4- DATE; 8/12/04 6'TALL RISER PART NO.3009 THROUGH THE ROOF. ° a ALL ELECTRIC TO BE PLACED 12•TALL RISER PART NO.3009-212 12•MI"' CONTROL PANEL &AIR PUMP ELEVATION IN SCH.80 PVC CONDUIT 22.45[57.0,] 6"MIN. 3/20/21 TOWN TRUSTEE COMM. CARBON FILTER WATERTIGHT PLASTIC FRAME&COVER W/APPROVED z.00[s2/22/21 TOWN TRUSTEE COMM. 1610 CL' DEVICE LOCKING DEVICE TO WEIGH 60 LBS.MIN.OR [ao.s�,] CL TOO CL. SIDE CUT OUT 11123/2020 SCDHS COMMENTS SECONDARY SAFETY LIDS/DEVICES TO BE PROVIDED TYP.40 PLCS.] To ACCEPT CONCRETE COVER CONCRETE COVER CONCRETE COVER PaYLOK SEAL REVISIONS 24'0 PLASTIC RISER RINGS BELOW GRADE BELOW GRADE BELOW GRADE (12'MAX.HEIGHT) .sit MAR 2 2 TYP.40 PLCs. F.F.EL 10.2 PROVIDE END CAP TYPE BERING SLAB (FFIC 35 13.91 8.006.00[20.32cm 2021 TRAFFIC •„ CL.TO CL.] CLEANOUT LEVELING DEVICES AT BEARING SLAB EL.8.2 EL.8.6 OUTLETS EL.8.2 TRAFFIC ARING SLAB EL.7.6 [3-166 _7_J 8. „] Southold Town � � ` • TRAFFIC Board of Trustees o .• d d.. y INV.EL.6.0BEARING SLAB ADD LEACHING GALLEY EXTENSIONS AS MONTISIDE VIEW INV.EL.6.4 7 MAX 7 MAX 2'MAX NECESSARY TO BRING GALLEYS WITHIN 7 OF �'' W 5.7 INV.EL.5.9 MI INV.EL. INV.EL.5.6 - - _ _ _ 3' i FINAL GRADEI/A UNIT B U OYAN CY CALCULATIONS. 11 4'SANITARYWA TE PIPE 4'PVCWASTE LIN E ®®®m ®®® 7 91 co . COLLAR ALL LEACHING POOLS SHALL BE PLACED IN POLYLOK 3017-20H6 20 ROUND SEPTIC DISTRIBUTION BOX DETAIL PITCH 114 INCH R FOOT PITCHY INCH PER FOOT 2'MIN. EL.5.3 4'PVC WASTE LINE I 3' 8'EQUALIZATION 7-0' 53®® 7-0' 21®® ACCEPTABLE LEACHING SOILS AS APPROVED NOT TO SCALE ��Q �-� INV.EL.6.1 ITCH y INCH PER FOOT I COLLAR ®a PIPE MIN. 51® MIN. EL 4.0 ® BY THE SCDHS. IN THE EVENT POOR HIGHEST EXPECTED GROUNDWATER ELEV. =2.0 FESSIONP zo• BOTTOM OF I/A UNIT ELEV. =0.4 S.C.T.M.: DIST. 1000 SEC. 104 BLKe 13 LOT.2.4 15'(10'MIN.) I LEACHING MATERIAL IS ENCOUNTERED, DIAM R EXCAVATION IS TO BE CONTINUED TO LLEL.0.4 5'MIN. 10'(7 MIN.) I I SUITABLE MATERIAL AND BACKFILLED AS TOTAL BUOYANT FORCE: G RANATO RESIDENCE 6'MIN.PENETRATION INTO SAND DETAILED. CUTTING RINGS MAY BE REQUIRED. ( 907#X 1.5=-7 361# Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN Condon Engineering P C PROPOSED HYDRO-ACTION AND GRAVEL STRATA 49.15 SF X 2.0-0.4 X 62.4 PCF=-4, , AN-500C I/A OWTS I _ WATER EL.2.0 ' ■ ■ LOT 1 MAP OF NASSAU POINT CLUB PROPERTIES POLYLOK 3017-20H6 20' GROUND WATER New York State Education Law,Article 145,Section 7209,for any NOTE: RESIST FORCE(WEIGHT OF IIA UNIT)=16,350# person unless acting under the direction of a licensed Professional INC.SECTION A FILE No.745 FILED OCTOBER 4,1914 ROUND SEPTIC DISTRIBUTION LEACHING'HIGHEST EXPECTED)LEACHING LEACHING LEACHING GALLEYS TO BE Engineer,Architect,or Land Surveyor,to alter any item in any way.If anDrawnb y 1755 Sigsbee Road 1725 NASSAU POINT ROAD ol- BOX OR APPROVED EQUAL MANUFACTURED BY LONG ISLAND +16,350#>-7,361# NO BALLAST IS REQUIRED. item bearing the seal of an Engineer,Architect,or Land Surveyor is JJC Mattituek, New York 11952 DISTRIBUTION BOX GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL PRECAST OR AN APPROVED EQUAL. altered,the aftering Engineer,Architect,or Land Surveyor shall affix to HYDRO-ACTION AN-500C DETAIL the item his/her seal and the notation'Aftered by'followed by his/her (631)298-1986 (631) 298-2651 fax CUTCHOGUE, NY SANITARY SEPTIC SYSTEM PROFILE signature and the date of such alterations,and a specific description of Date: 10121/2020 SANITARY PLAN WWW.CondOnenglneering.Com NOT TO SCALE the alteration. Aw . Y, w !1725 Nassau Point Road,Cutchogue 1' 1000-104-13-2.4 • 'x 2 02,� j .''- y ,, �• + -�- Y'+6- - �`r.+', .y. ?'z` - f .,, - tl � 1R - fir• ` fie' ' ��R1r`i2 2 2 v ZA 1 �j 6 dJ q—L-V2F— 1 F EVEAR 22 2021outhold Town ard of Trustees �11FFD( Glenn Goldsmith, Presi r LQS ��► Town Hall Annex A.Nicholas Krupski, Vice rYesident 54375 Route 25 John M. Bredemeyer III CM CIO Z P.O. Box 1179 Michael J. Domino Southold,NY 11971 Greg Williams y�o� �a®! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 3�o f�t.c Completed in field by: Douglas McGahan on behalf of FABIO PASQUALE GRANATO requests a Wetland Permit to demolish existing 1,337sq.ft dwelling, decks and foundation; demolish existing 8.3'x6.3' storage shed; and demolish existing 24.2'x22.2' two-story garage; construct new one-story wood frame dwelling with a poured concrete crawlspace foundation, with a total gross area of 2,859.90sq.ft. (45.4'x68'); new wrap around deck with a total of 2,854.64sq.ft, front stairs of 198.17sq.ft., rear stairs of 136.13sq.ft. and side stairs of 45sq.ft.; new 8'x19' (152sq.ft.) trellis style pergola on rear deck; new 6x6 wood timber planters, 3'8" in width outside of the decks to conceal the foundation height as the dwelling is to be raised up 2'; total dimensions of the house with wrap around deck and planters will be 68'4"x64'2.5" and located 49.4' from the rear yard setback. Located: 1725 Nassau Point Road, Cutchogue. SCTM$ 1000-104-13-2.4 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public NoticeofHearing Card Posted: Y / N Ch. 275 ✓ Ch. 111 SEQRA T e: I II yp Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: ff cu/(v� e'j kf'lwe J1 ,�e�{oma. �cc� c ra V p I. Gl U2� Gl" �r� p�i� e� LG4nIS Np �o GLCYle-4 / I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: _ J. Bredemeyer M. Domino LAG. Goldsmithy N. Krupski �G. Williams Other A TEST HOLE DATA INN (TEST HOLE DUG BY NATHAN T. CORWIN PUMP COMPRESSER POWER CIRCUIT MODEL NO.120105 IY F SKUNK LA PARKLAND IIIL.S. ON FEBRUARY 28, 2020) NO WATER OR SEPTIC o ELEC d G (� CB1 M1 EL. 4.1' 0' �A/USE AY ASSOCtATtoN Ng' PANEL i Ll 0 L-� INX �1 U SPRAY PAGE TOPSOIL. u potNT o s°� N t' �� PUMP ca ca O NAS5A , MKT •++T BROADWATERS n r G� 0.5' '� 111.9 z`m� > N MOTOR PUMP RATINGS: EXISTING CESSPOOLS TO BE PUMPED DRY AND REMOVED EXISTING GARAGE E_� COVE •p ,o EL. 2.0' BROWN SILTY SAND SM C0 u I a 1' (HIGHEST EXPECTED GROUNDWATER ELEV. 11110 IN ACCORDANCE WITH THE SCDHS STANDARDS TO BE DEMOLISHED 1 I o;o I 3 4HP ® 115V O 0 EL. 1.5' ) 40~ 1 '� I '� "��" EXTERIOR RATED JUNCTION y, M2 15.0 F.L.A. Z 01 2.6 AIC PLAT. 8� ! E 1 x tYl A C62 CSR s Loops G o40 Q4 mgt f CL ax euc euc y p N Ib. I I m BOX BELOW GARDE INA 20 AMP BREAKER a F----- RP1 PUMP 3/4HP ® 115V a WATER IN BOG (PT) °�RHE1DWECIRC UMP RATINGS: 'N ____PROP.3'x3' Urf eon x ° 2ss 2'is I ] O j.�3� 3.6' }(�P+g4 O Ms KADE FEN E 2.'S- TB 5 I I 1 �r y NHT YM4T 0 SPRINKLER BOX o ppm I N MOTOR 15.0 F.L.A. PROJECT PROP.500 GALLON PROPANE TANK OO .-' I I I A EXISTING SHED TO BE DEMOLISHED 16 •sz -- � I w I I I o A= ti �1 12 AWG OF WIRE IN U) CB3 I G WATER IN COARSE SAND SW N I ► I O1 > 3/4 PVC SCH 80 M 3 ( ) PROPOSED VENT TO / Ry $ I I I s > y 0 DIX �-` euc euc LOCATION x� -•Y /�.� �. � xw � J � r, <� '� CONDUIT �P -r�� MIXER UMP RATINGS: BROgpwgT o EXTEND THROUGH / x� 9 �P . !ri:. S 1 I 1 PJC$ {a� U PUMP 3/4HP ® 115V ERSRO Q g,6' PROPOSED 8.5 X 4.75'X2' G GP iN0°D x� > DEEP LEACHING GALLEY THE ROOF WITH A /�� x // 1.z°�+�` w - zo x I I I £ '� ��A N MOTOR 15.0 F.L.A. (TYP.OF 6) CHARCOAL FILTER / A I 1 I ,� PLC CONTROL PANEL II G Z �O 6. I W/HP80 COMPRESSOR AIR PUMP C_B4 c g 6RY CRY 1/4HP ® 115V 1 1 � Cl COMP COMP. RATINGS: ; _ 54.4_ I'JEX-WOOD I I I p o c� ELECTRIC RISER DIAGRAM AQ ;' :;:`• ::; . II I I wHr MOTOR ° ::. ....... N sa _ -Y �+ NOT SCALE m 5.4 F.L.A. .5'X A 0 0 SC L PROPOSED.>0/° EXPANSION8 x - :: ::.........:::...:::. I I I m LOCATION MAP ..................... .::::::::::::::::.::::::.. 1 r .`: _:: ��:�.� ��•:_ ;.:...:::;:::;>;;;z::::::::::::::::::>:::;.:; -..: 3 Notes: 4.75'X2'DEEP LEACHING GALLEY I 6 fc ::::.........:;:;;;: ;;;:::;:; . .;i:: (III I I o C !� OQ. / ::::::::::::'. ;:::;:;:::;>: :::•;;::. .: n NOTE: ALL MOTORS 1'-600' OF 3) Qts ": ": ::' ::#:i;;;;;;:_:':: :.-::::::::::. '::.-::::::::::::::•..•...:•..::• I. I • �� / ...::: ::•::::z::::::.:•::•:.•::c:::::•:^::::••:::• �..':..... • W 5� -::::•:.:•::-.-:::::::::•:::••::. :.• - All wiring and equipment are to be be provided and installed b the Electrical contractor EC in accordance with the National MUST HAVE INTERNAL GENERAL NOTES --t 9 eQ P P Y ( ) IP E /_ to :::::.�::::::. : -::.'' 63.2• Electric Code NEC and Local Electrical Codes. � OVERLOAD PROTECTION. .....:....:..•.•;_.. _e I I Bill LR 1 Ql RM 11417 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE Q e �3 N / :-:- :•:;::::::::<:»::::::::::n::::: 4s I The EC will file ah necessa forms aid a all fees for the electrical work shown on these drawin s.The co rwill M1 y � . • O �; s ..: ...:•.,...: reY�: ,. I I � � ry p y g ntracto arrange STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK &I _ O i � / � N�t � /�MN. - : :" �s.�� '9 1 I � for all inspections and severe a Fire Underwriters certificate which is to be fumed over to the owner at the completion of the work. �, LR 1-Q2 � � COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. 044, o �'y 1 / •: x� 'M1 �..... :....:..: :::.:::::.: - � 1 M2 �y�OQ xH .-. I I I v •All foundation penetrations for entry 6 directly buried feeders are to be equipped with galvanized steel sleeves. RMC is to be used XM� , - .- / MIN. � '��':�"' 0 DE `� � I 1 � � p g 2. BOUNDARY&TOPOGRAPHIC INFORMATION FROM SURVEY BY NATHAN TAFT CORWIN I / tp PR 2' I at a0 other foundation and floor penetrdions. A Pn6< (AND SURVEYING INC.DATED 2/2812020. ELEVATIONS ARE REFERENCED TO THE NVAD � o <, I - � o � I I I a: ECIRC RUNNING 4v LR1-Q3 88.DATUM. �r ,%/G6'// I� //� g PROP -- --- ^� -x I I xzS I 'Furnish and install new service equipment and circuit breakers as shown in these drawings. All panels and breakers are to be M 3 " vCoe1 \ �RYWELLD \ I 1 II P g YE1 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES p O� I °� a labeled. The electric panels are to be iestalled and rounded in accordance with the NEC and Local Electric Codes. x. LO \ x w I I C' IXER RUNNING PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL IOQY ! + [ x x 11 w , ] 'All switch and outlet boxes,junction b3xes,and pug boxes installed on the exterior are to be galvanized steel and rated for exterior aw 11417 SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE / xAx -_ -51g•98 •' use. LR1-Q4 LR1 CONFORMED ACCORDINGLY IN THE FIELD. 6�1 \ ISTRIB ON BOAC x / tJ aw M x \ i ,,,z 'All exterior outlets are to be housed in weather proof enclosures. 16 PLC INPUT 4. A MINIMUM SEPARATION OFTEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES / h' x" . -oo r, EXISTING HOUSE&DECK TO AS-16 _ / s =z �„ ,, VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR BE DEMOLISHED EXISTING EXISTING CESSPOOL TO BE PUMPED Y'1 RUN SANITARY LINES OR STRUCTURES. FOUNDATION TO REMAIN I / - x3 z coy c DRY AND REMOVED IN ACCORDANCE mo Bw 5 6 RM AUR. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS WITH THE SCDHS STANDARDS ALARM 1 + x FSE 5�O BEFORE COMMENCING WORK. � b &, � ,= PROPOSED HYDRO-ACTION CONTROL aac 6R14 4♦y� Ng APER Ne 2 ELECTRIC LINE DU BE MUTE 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH LOT PANEL AND AIR PUMP ON A 36"X 36"X HWA z PAD F PLACED IN CONDUIT 6"P.C.SLAB WITH 6X6 W1AXW1.4 WWM eve K TEST TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR x I § \s PROPOSED N/W LEVY p ALARM SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. j HYDRO•ACT10N DREW LES' I 36'50 AN-500C UA OWTS SF RESIDENCE ° LIGHT DEBRIS SHALL NOT BE:.BURIED ON-SITE. 1 is 7g IO,V CONNECTED TO PUBLIC WATER REO ex M,T �� 5 (o PpN f£o RED 7. ALL PRECAST STRUCTURES TEMPERATURE AND SHRINKAGE,tTRANSPORT,AND INCLUDE SUFFICIENT O ALLOW THE ISTRUCTURE rTOOR SITE PLAN WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. ,r `% SCALE:1"=30'-0" ENABLE �" PLC INPUT 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. 411 OVERRIDE 9. SANITARY PIPE TO BE SDRZ PVC OR AS SPECIFIED ON PLANS. �"' 3 4 CSR 12 PLC INPUT 11 aat TM NK 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED 14 PLC INPUT AS NECESSARY TO PR EVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, TAN PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE IT! O TIME DOSE 17 PLC INPUT INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM > O aa, TO'THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. DEMAND 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM 0 > ° ° � SPRAY T"" 18 PLC INPUT DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD n PROCTOR TEST. O 0 ° cZi Inlet Outlet NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. 1z. LOT AREA:28,7195.F. m 0 W1 61 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. W1 M Z ° - REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-lbs. 13. THERE ARE NO WELLS;WITHIN 15Y OF THE PROPERTY. FIELD WIRING MUST BE A MINIMUM OF 60'C COPPER WIRE. Z O CHANGES TOLERANCES DRAWN BY DATE z / Y E DECIMALS: 5 C. eARRICIC n/a/ts SCHEMATIC, ELECTRICAL XX- t.010 MATERIAL SPECIFICATION: Z D FRACTIONAL m SEPTIC PRQI9@CTS INC C x/x_ *.1/64 AS NOTED SCALE- PART N0. B ANGLES FULL 120105 � O _ O -p A )r tt/2• IT! REMOTE PLC CONTROL PANEL. Z PLC CONTROL PANEL W/HP80 COMPRESSOR Cn WITH AIR PUMP. HS-20 LOAD RATED BOLTED MAY BE MOUNTED ON UNIT CAST IRON COVER. X Z OR REMOTELY. MAXIMUM OF 3'OF EXTENSION 0 N COLLARS MAY BE USED TO O BRING CASTING TO GRADE. M = .� m 0 0 _ BUTYL RUBBER GASKET r RUBBER PIPE CONNECTOR M m ;_ Inlet Outlet FL LINE O m m --;II O -C > O D > F- F, > IT! 3 r > RZ] C - 022.45 C_ 0ASTAL PIPELINE [057.Ocm] 'v > 0 (� - (631)369-4000 PRODUCTS CORP. _ 021.65 .0c a C -- impP.O. Box 575, 55 Twomey Ave. , Calverton NY 11933 [ess.00m] _ 1324 MONO ITHIC0 PRECAST OTANKTE [33.6cm] Project: 9 G) II. HS-20 LOAD RATED , 0 r . 10 9• I EARTH COVER:0.50-3.0 FT. ial • • I Contractor: o ,i;l • • CLIrAWAYVIEW r • HYDROACTION AN500-C NITROGEN REDUCTION SYSTEM Product: 15.60 [39.6c m] hydra CtIOII* WEIGHTS: Precast AN500-C Nitrogen Reduction Unit � --- BASE UNIT:12,250 LBS. ROOF SLAB:4,100 LB. scale date dwn. by dwg. no. 020.65 [052.5cm] None 9/26/16 D.O.R. HA-01R2 BOTTOM VIEW TOP VIEW 13.74 REMOTE PLC CONTROL PANEL [34.9-1 POLYLOK 20"D-BOX _BOX ACCEPTS: INSIDE BOX 36"X 36"X 6"P.C.SLAB WI HP80 COMPRESSOR PART NO.3017-20 LIGHT COVER PART N0.-3009C HEALTH DEPARTMENT APPROVAL STAMP 2"VENT WITH 6X6 W1.4XW1.4 WWM MATERIAL-HDPE HEAVY COVER PART NO.-3017-C20 a GRATE- PART NO.a017-G20 THE VENT TO BE TERMINATED a c DATE; 8/12/04 6•TALLRISER PART NO.3009 THROUGH THE ROOF. a ° a ALL ELECTRIC TO BE PLACED 12•TALL RISER PART N0.3009a212 12"MIN. CONTROL PANEL&AIR PUMP ELEVATION IN SCH.80 PVC CONDUIT _22.45[57.0cm] 6'MIN. CARBON FILTER WATERTIGHT PLASTIC FRAME&COVER W/APPROVED n� DEVICE LOCKING DEVICE TO WEIGH 60 LBS.MIN.OR z.00[O CL 9 V E 2122/21 TOWN TRUSTEE COMM. SECONDARY SAFETY LIDS/DEVICES TO BE PROVIDED 16.1° CL.TO CL TO SIDE our �1 [40.9an TYP 40PLCS.] TO ACCEPT 11/23/2020 SCDHS COMMENTS CONCRETE COVER CONCRETE COVER CONCRETE COVER POLYLOK SEAL REVISIONS 24'0 PLASTIC RISER RINGS BELOW GRADE BELOW GRADE BELOW GRADE TYP.40 PLCS. �"" (12•MAX.HEIGHT) T.N0.3001 �4 1 E 1 .2 PROVIDE END CAP TYPE BEARING SLAB [t .91 n] 2 �P TRAFFIC 9.00 120.32cm F.F. L. 0 CLEANOUT BEARING SLAB CL.TO CL.] \ S E LEVELING DEVICES AT \EA �0 C EL.8.2 EL 8.6 OUTLETS EL.8.2 TRAFFIC RING SLABFL.7A EL.7.6 3.16 SF i� hold Town TRAFFIC [8'0cn] _-_----. fTrustees INV.EL 6.0 T MIN. 1'MIN. T MIN. BEARING SLAB ADD LEACHING GALLEY EXTENSIONS AS FRONT.SIDEVIEW r- r °I INV.EL.6.4 2'MAX 7 MAX 2'MAX INV.EL 5.9 MI INV.EL.5.6 • rn s- �� NECESSARY TO BRING GALLEYS WITHIN 7 OF C) v 3, I FINALGRADE. IIA UNIT BUOYANCY CALCULATIONS: �I INV.EL.5.7 - ®03 CO�� - ��EFLI ® - - ®® ® - POLYLOK 3017-20H6 20 ROUND SEPTIC DISTRIBUTION BOX DETAIL. 4"SANITARY WA TE PIPE 4'PVC WASTE LINE ®®®� Mao - �®®® , COLLAR � I 2' ALL LEACHING POOLS SHALL BE PLACED IN PITCH 1/4 INCH P R FOOT PITCH Ya INCH PER FOOT 2'MIN. 4'PVC WASTE LINE 3' 8'EQUALIZATION 0®® ®un �. 7-0' 7-0' ACCEPTABLE LEACHING SOILS AS APPROVED NOT TO SCALE OF P INV.EL 6.1 ITCHY INCH PER FOOT COLLAR ®[-c PIPE MIN. '�® MIN. EL.4.0 ® BY THE SCDHS. IN THE EVENT POOR HIGHEST EXPECTED GROUNDWATER ELEV. =2.0 ESSION' 15'(ICP MIN.) 20' LEACHING MATERIAL IS ENCOUNTERED, EOTTOM OF I/A UNIT ELEV. =0.4 S.C.T.M.: DIST. 1000 SEC. 104 BLK. 13 LOT.2.4 DIAM R EXCAVATION IS TO BE CONTINUED TO EL 0.4 5'MIN. 10'(7 MIN.) 6'MIN.PENETRATION INTO SAND SUITABLE MATERIAL AND BACKFILLED AS TOTAL BUOYANT FORCE: G RANATO RESIDENCE PROPOSED HYDRO-ACTION AND GRAVEL STRATA I DETAILED. CUTTING RINGS MAY BE REQUIRED. 49.15 SF X(2.0-0.4)X 62.4 PCF=-4,907#X 1.5=-7,361# Condon Engineering P C AN-500C[/A OIVTS I_ WATER EL.2.0 Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN ■ ■ LOT 1 MAP OF NASSAU POINT CLUB PROPERTIES POLYLOK 3017-20H6 20' New York State Education Law,Article 145,Section 7209,for an "- GROUND WATER NOTE: RESIST FORCE(WEIGHT OF I/A UNIT)=16,350# Y INC.SECTION A FILE No.745 FILED OCTOBER 4,1914 ROUND SEPTIC DISTRIBUTION (HIGHEST EXPECTED) person unless acting under the direction of a licensed Professional LEACHING LEACHING LEACHING LEACHING GALLEYS TO BE Engineer,Architect,or Land Surveyor,to alter any item in any way.If an Drawn by: 1755 Sigsbee Road 1725 NASSAU POINT ROAD 01- BOX OR APPROVED EQUAL MANUFACTURED BY LONG ISLAND +16,350#>-7,361# NO BALLAST IS REQUIRED. item bearing the seal of an Engineer,Architect,or Land Surveyor is Y JJC MattltUCk, New Yolk 11952 DISTRIBUTION BOX GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL PRECAST OR AN APPROVED EQUAL altered,the altering Engineer,Architect,or Land Surveyor shall affix to (HYDRO-ACTION AN-500C DETAIL SANITARY SEPTIC SYSTEM PROFILE the Rem his/her seal and the notation'Alteredby*followed by his/her Date: 10/21/2020 (631) 298-1986 (631) 298-2651 fax CUTCHOGUE, NY signature and the date of such alterations,and a specific description of www.condonengineefing.com SANITARY PLAN NOT TO SCALE the alteration. S�FFoc� Glenn Goldsmith,Pref Q C Town Hall Annex A.Nicholas Krupski,Vice Sident �� 54375 Route 25 John M. Bredemeyer IIIc P.O.Box 1179 Michael J. Domino wo Southold,NY 11971 Greg Williams 1%1 0! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: ILS-04 Completed in field by: A' 60 Douglas McGahan on behalf of FABIO PASQUALE GRANATO requests a Wetland Permit to demolish existing 1,337sq.ft dwelling, decks and foundation; demolish existing 8.3'x6.3' storage shed; and demolish existing 24.2'x22.2' two-story garage; construct new one-story wood frame dwelling with a poured concrete crawispace foundation, with a total gross area of 2,859.90sq.ft. (45.4'x68'); new wrap around deck with,a total of 2,854.64sq.ft, front stairs of 198.17sq.ft., rear stairs of 136.13sq.ft. and side stairs of 45sq.ft.; new 8'x19' (152sq.ft.) trellis style pergola on rear deck; new 6x6 wood timber planters, 3'8" in width outside of the decks to conceal the foundation height as the dwelling is to be raised up 2'; total dimensions of the house with wrap around deck and planters will be 68'4"x64'2.5" and located 49.4' from the rear yard setback. Located: 1725 Nassau Point Road, Cutchogue. SCTM$ 1000-104-13-2.4 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public NoticeofHearing Card Posted: Y / N Ch. 275 ✓ Ch. 111 SEQRA Type: I II Unlisted Action Type'of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside ' review/consultant/application completeness/comments/standards: Avj � 6? Ar,kw " �� , �'I^C Ww IJ�/! oar Cyf/ y G ' (� �d✓1'P !s a 4,11 CU 146 .�� d (� �1�4f GQc� SaM)of 40Q✓�a1P G� Q�u�h�`� v- I have read & acknowledged the foregoing Trustees comments: Agent/Owner: / Present were: J. Bredemeyer V M. Domino �G. Goldsmith N. Krupski L, G. Williams Other SINGL. E FAMILY HOUSE RENOVATION NASSAU POINT RD CUTCHOGUE NY 11935172510/21 /2019 ARCHITECTURAL DRAWING LIST ;.,. .- Sri'@ftll�►!tl ;.j >zd t- ; �r 01 . T-001 .00 — COVER SHEET 02. S-001 .00 — SURVEY 03. D 001 .00 SITE PAN DEMOLITION L N 0 ® iirir,"r,a' `+ii",�V,''•r,ii5 'iY+j�",y ieii', ,.r,lrre.'eti e','e,a'`'r"6 J't: Ix'(r. :.,ri'�'`'r,',S r,b'4ri+4Fii•,, ,Yrr,"i,.°f••d:',r�•F4'.`. ,,..,tr.,q',. ?�';';'"t'.' :ti•=`; �i7D' :,'r.rAT,..,4''`';','<i';rS ., '.' tirF'.`d:`'„ i',t'+*'r�';tf.••• ': `'r ?'irr;..,;;i"'.;,,..,,, r.+r ,xt,r ':',+. r?i`r'•�'''�`'`";'?.;�•, �'":r��',a�a,.,�Si"."i,';'$�;,ig LPr T — !•ti'�Ir,`rerer:a`•i'r',vae,h';s'ere'rr,"1:ni,'°rx.:'te,F,r.,e`:F:rl,r„ei _ 04. A-001 .00 PROPOSED SITE PLAN �i`r'` i..r, r. r,5, ,`'P• �"'`, 'l''Ear::'^i°.,.,.,,,.�,•,�'r{rrr:';;r::'rr,�i�ai`` x,,i•.,r;,.r.�, rr;iV';' •r x„ ..i,. ,r'':Vi'``i �• ..,. •i°„»rF`�°rrr'r"iVuu,ri"er:`,5 ":i`i"1.i`!;',"iiy`,','iie44'' r,a:a'.'r`ii:i'u`;'!•i�i.'nr,e�`7,a:r`•. vn,i,Yiti'!i?e'`'. .4, .niieir:;r�:'.,.� '.iii'S' '�'t;`"'.",r, rr:"'�r,"!i'',:'t"o ,n,,;u?iue• 05 D 002.00 EXISTING HOUSEFLOOR PLAN, DEMOLITION >:!A:: ';'h'A .a'h',', `�ti '>. :r'r'i, ..r.f 1 ;i.�.'i:`i`,t,':'h5'i:Y',•7�',ti%Yr�:'r':'�1`„ :h_ — EFL 06. A 100.00 PROPOSED HOUSE FLOOR PLAN •If��`'�' 4t. 'a.;:$V'':,,+r;.•• a,'{`•, .xa r::°.i','i:;','r' '•''r::r,"'e'.'.;;!�'''Rte. s }:�'r;ti':tiirvr°{�vr,; ;`r':� xrr',C`,ix`,�,.:,:• •"ti`;`+;'. ,xi '..,fi.r •:r:Y':`n':`:{`;°;''': 'dliti"��4�h";'J;";;°!;,'"'a:`,-� t ,l;C''. ,c, •,Y;. v',.,°',i '.X ,•rx • �,:�•.. ! "1A�.r r ' ,:k:''•:..i4;.�4,;;`i:r'ei'i.i:fti{ •;i:'t1"r'r,e'.e°;:5'��..,.e"y.':h�,",:T,r';r:;„''ir,Nrrn;.,�.4',{°;.�:;:r�''.,,F`,�„,,r',.iri . •:.,��, ,,�{•”Jt1"Y/`Y,,.i` i „'•'.h;^,6.`rt:.'::'M"!.:;.''r;'My .sJL }ho r U 07. A-200.00 — FRONT . AND BACK ELEVATIONS .'w ,a '',}°,°x {._:!', '••:a;;err x,ti,. "•"r ' ! °r'�5 r,`,a i°�,':�:7r avr.�, : ,- ' Vax". ,'• e. h�Fiilb{ ,r,;'. e, f'-x,i,, 'i:��;;,�;,•,m I.'V 7. ) 4 •, ,i,.1'.�rA�'rr 5i iz- ". i•;,i,";,,y;,,. 08. A-201 .00 — SIDE ELEVATIONS n;, r<, :'t `.r �t • ":1°,'; t'y,�,5r.'ht�1:';°'ii;°n$`x ',.'i":• '•�._�.., „"'".. 't:"`•r"a':':1',; ' ,��!'! �tij..•a,� tta1,1�.}1ii°41t .};,;he,4'rx;r;,;°,`!rr.,,.;r} "�';ti{+':r. t •t.—.j-,, ,x,��, a �'"'• 't•' � .t it a j 1 { i x r:�:;''•,'{tti,'h„ S,.C___.1 I*a i�:.;' -„ SITE PLAN SITE LOCATION SCALE: NTS C3D ARCHITECTURE PLLC � ; « 307 7TH AVE " 14 T H F L 0 0 R X33 3100` rrFrt NY NY 10001 t-, ..t:. . ,.:a• ,,.� r�(Jarc�1�it C046/m / , x ALLDPAWN AND WRITTEN MATERIAL CONTAINED HEREIN IS THE SOLE PROPERTY OF ARCHITECT OF RECOPD AND MAY NOT BE DUPLICATED,PUBLISHED,DISCLOSED OP USED WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT OF RECORD. No. DATE ISSUED/ REVISED 1 10/21/2019 REVISED AS PER CITY COMMENTS PROJECT w 1725 NASSAU POINT RD CUTCHOGUE ' = NEW YORK 11935 DEC 3 2020 COVER SHEET 2 PLOT PLAN SITE LOCATION j SCALE: NTS SEAL&SIGNATURE DATE : 10.21.2019 PROJECT No: 1739 �F F NEIV�O ` SF �.t �. DRAWN BY: MF �R,Io ,per �� P CHECKED BY. DS * ip * �zu A �4X • k t SCALE : AS NOTED SHEET No: w N�a 50� �� i� � T-00 .00 A�� S P� "i4. 4 ` 96 CAD FILE No: 1 OF 8 SURVEY OF LOT 1 MAP OF NASSAU POINT CLUB PROPERTIES INC . v � ,SECTION A FILE No. 745 FILED OCTOBER 4 1914 N�0/ A►�$O�IATION NGS WAY j z07v - PO CAU$E �nZ ,SITUATE NA►� AU �r-n i NASSAU POINT 111 .80 N �� w TOWN OF SOUTHOLD _�� SUFFOLK COUNTY, NEW YORK Q�Pv 004., 40" E x =0Drri o. 1000- 104- 13-2.4 moi N 80 _UD S.C. TAX N �� " r m 2.a's• ata oom N OVERHEAD WIRES x 2.9 S• � N�m SCALE 1 =20' POLE UTLL�T{4SOtE FENOE TB.S� vo .{� F_�� JULY 13 2016 UTIU�tIt#94 r r�oo RpJSED GOFO Nig SSOCKAO 2_g'S_ im � o 'U m O 1 V NO�UN�TS I 6o m m oo o ASR CO f a m�-: -a o U1 m m o mmw y �y F �yv J Oo •0 Cv,� n AREA = 28,719 sq. ft. X� /- Q CPN � x w � 1?1 m- �� ►� (TO TIE LINES) 0.659 CIC. /X� yati ?�. �� i x '1 ? `^tO� -° h X �� P�PG� s�Es XLD v z 13 mZo� " / X Rp1i G� 11.5 4 � U X ��o I ��, ate• ,Lp,L o F.FL,U X 14.0' v Z l J A 10 1 27 0' r O LAO \ Int AJ GJR ��f/ X�q ALZ x STE S N 6 o n O O a a o I-� { o rn A N x lf4 r mT. = 55 1. ZONE X X�> P / N ZONE AID R� � Xju rn +� (DEPTH 1 FEET ��oNE o GHT�INEY XAB I / XLO X'-4 25.4' 4 .Zd? X fLO x p Xm � � L5 x SaE s o �''N Z LOT ` "X -+� fr1 00 (() BRICK W K z / w X" CON ` �-- ---� -nXA2 X2 J2 COV L9 rn miO r w X� X ` x ..i � to�r Z X XD �I x xA.5 W I � � X� ` � g � � X � 318 �O X� � • x / HEOGE RO* (010, X44 X ` �- �. s / �.o X. X.&Z CONC• _. XA2 SHED C� km C3D ARCHITECTURE PLLC r1I \s LOT O i E/ TH AVE LEVY 14THOP 307 7FLOOR 333.1 &LOIS LEVY NY NY 10001 i1�clLJre ALL DRAWN AND WRITTEN MATERIAL CONTAINED HEREIN IS THE SOLE PROPEPTY OF ARCHITECT OF RECOPD AND MAY NOT BE DUPLICATED,PUBLISHED,DISCLOSED OR USED WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT OF RECORD. <v 611B f °o SrO+F CC�AH StockNo. DATE ISSUED/ REVISED oR/�F�qr CURe 1 10/21/2019 REVISED AS PER CITY COMMENTS PREPARED IN ACCORDANCE �IITH THE VINIVUV --- ---- --- STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L•,IAL s. AND APPR�VED AND ADOPTED --- ---- --- FOR SUCH USE BY THE NEYY YORK STATE LAND TITLE ASSOCIATION, PROJECT NO TE,5: 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 1725 NASSAU POINT RD EXISTING ELEVATIONS ARE SHOWN THUS:M CUTCHOGUE EXISTING CONTOUR LINES ARE SHOWN THUS: 5 F.FL. - FIRST FLOOR NEW YORK 11935 G.FL. - GARAGE FLOOR T.B. - TOP OF BULKHEAD N.Y.S. LiC. NO. 50467 B.B. - BOTTOM OF BULKHEAD UNAUTHORIZED ALTERATION OR ADDITION - T.#! - TOP OF WALL TO THIS SURVEY IS A VIOLATION OF B.W. - BOTTOM OF WALL SECTION 209 OF THE NEW YORK STATE 1 2. FLOOD ZONE INFORMATION TAKEN FROM: Nathan Taft Corwin III SURVEY �� 3 FLOOD INSURANCE RATE MAP No. 3 6103 CO 164 H coPlEs of THIS SURVEY VAP NOT BEARING TH LAND SURVEYOR'S INKED SEAL OR H2O If ZONE A0: FLOOD DEPTHS OF 1 TO 3 FEET (USUALLY SHEET FLOW ON SLOPING TERRAIN); E BOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor 1 TO BE A VALID TRUE COPY, I AVERAGE DEPTHS DETERMINED. FOR AREAS OF ALLUVIAL FAN FLOODING, VELOCITIES I CERTIFICATIONS INDICATED HEREON SHALL RUN ALSO DETERMINED. ONLY TO THE PERSON FOR OM THE SURVEY SEAL&SIGNATURE DATE : ' ----- ..,____] 10.21.2019 IS PREPIED. AND ON JH BEHALF TO THE Successor To: Stanley J. Isoksen. Jr. L.S. '" ,r- PROJECT No : 1739 ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); TITLE COOMPANY. GOVERN ENTAL AGENCY AND f LENDING INSTITUTION LISTED HEREON AND Joseph A. Ingegno L.S. BASE FLOOD ELEVATIONS DETERMINED � , : -,. h DRAWN BY: MF TO THE ASSIGNEES OF THE LEADING INSTI- . , . � NEW � �� r�� ,; ;.•. .,a ZONE X*: AREAS OF 0.2� ANNUAL CHANCE FLOOD; AREAS OF 17. ANNUAL CHANCE FLOOD TlfiON. CERTIFICATIONS ARE NOT TRANSFERABLE. Tale Surreys - Subd�y►s�ons — S►te Plorrs — Construction LOyo �P�( EFR YQ ;, C "s CHECKED BY: DS SCALE : AS NOTED WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN PHONE (631)727-2090 Fox (631)727-17 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. �I,4►UNG ADDRESS ''� a 1i, h`I• - .; SHEET No: THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT a� w � �. L AND/OR EASEMENTS OF RECORD. IF 1586 101o;n Rood P.O. Box 16 '�^ '� . 2 s.�"j f, —001 .00 1 ANY, NOT SHOWN ARE NOT GUARANTEED. Jomesport. Ne�y York 11947 Jomesport. Ne* York 1 �� r S 0 0 I .0 0 CAD FILE No: 111 N � w x 4.5 19 2. 1 X-5.2 x 5.6 S� 0. �S 2. O TB � O • x 5.5 I 5.7 N x 6.3 EXISTING HEDGE 6 0 PROPOSED 3'x3'A/C CONDENSER x a x 5.5 ON ELEVATED PLATFORM x6g o" 24 0" � o x 4.8 STEPS UP 7 x 2.4 m x 5.4 M ,� 11'0" 6.2 m x 6.8 0 1r-9 PLANTING O zo d- 7.0 x 6.3PROPO ED 500 GALLON PROPANE O�0 z m X-5.4 j- TANK 6 0600 `" PROP ED PLANTING O O Q O�� co x5. 1 O x4.9 y 6.0 O m PPTY EL. KITCHEN 41+'�++ `� zl EXISTIN BULKHEAD = +10'-0" EACHERS x o° i OPO - LOUNGE D BATH , n .� LISTING HEDGE O BATH 1== = 49- m x �, BEDROOM '' Woo i 5.3 GJ STE S. 1 __ ' N DN cp ` _ .._.. 70 ,I IIF::,,. UP � O o ::�� _- C) - STEPS ------ -------- JF "" TEPS z r -------------------- DINING ; ( LIVING _ ---= �; IIk= C �D 6.0 x 5.6 FFLEL. LOUNGE -------------- x +10'-2" ,' .. 5.4 N ::.......... 2. 1 x P� y UP - x 6.0 LEACHERS ' 5.6 `� BATH 6.9 �{ x BEDROOM NEW PO ON OF STONE DRIVEWAY O BEDROOM BATH MECH. 4 T BUILT FOR ACCESS TO NEW - i � HOUSE ENTRANCE __ �' EXISTING HEDGE x 4. 1 1 x 7.0 0 5.2 x`O/ iM x 5.6 N 6 OO0000O 5.2 EXISTING DRIVEWAY 4 7 6 o" 6-0" 10' (Jl 060 " 4'.0" 5.6 � 0660 00 1T.8 o0 (� O 10'4" • 4.8 °° 3.8 1.8 NEW HOUSE AND NEW DECK TO BE bo x 2 x 2.2 x32 PLANTING BUILT OVER EXISTING, EXTENDED, x 5.9 0 5.4 5.0 1 AND RAISED FOUNDATION. I L0 T NEW HOUSE DECK TO BE 3'-0" L6 x 3. 7 x 4.6 ABOVE HIGHEST EXISTING GRADE41- w X 4'6 3 x 3.4 EXISTING HEDGE C31D ARCHITECTURE PLLC EXISTING HEDGE x 3.6 6' �� x 5.4 h/ 4.4 CO �. 307 7TH AVE x 5.6 1 4TH FLOOR \6y 5.0 4 0 NY NY 10001 i trr.c6m A ALL DRAWN AND WRBTEN MATERIAL CONTAINED HEP.EIN B THE SOLE PROPERTY OF ARCH 7ECT OF RECORD AND MAY NOT BE OPO x 5.7 LOT AND BUILDING AREAS DUPLICATED,PUBLISHED,DISCLOSED OF USED WFHOUT EXPRESS WRITTEN CONSENT BY THE APC HfECT OF PECO RD. EXISTING HEDGE No. DATE ISSUED/ REVISED x6.2 x51 s 1 g ,98 TOTAL LOT AREA = 30,285 sq . ft. 3 1 10/21/2019 REVISED AS PER CRY COMMENTS x6.4 NEW HOUSE GROSS AREA = 2 , 860 sq . ft. ___ '� 6 �T 2 NEW HOUSE LOT COVERAGE = 9 .5% ____ L h 6 PROJECT x 0/ 1725 NASSAU POINT RD CUTCHOGUE x 7.6 NEW YORK 11935 QP PL SITE PROPOSED S PLAN DEC 3 1 2020 SEAL&SIGNATURE -- - DATE: 10.21.2019 PROJECT No : 1739 a 0 NEW ®�� M1 ,S ;, DRAWN BY: MF CHECKED BY: DS 4pO � 1,�oi SCALE : AS NOTED N �x r t ' SHEET No: r s°ia's W I F: ��1 �'1. 1`�a ,'" EXISTING PROPOSED SITE PLAN A-00 1 .00 07250 A , ` _` CAD FILE No: SCALE = 3/3211 = 1�_�'� RoFESSo�' � .GF N � �" 14 0F 8 A .90 .9O� 11 N x 4.5 11_9 2. 1 x 5.2 x 5.6 TB•6 1� 0o x 5.5 I'o 5.7 „^ 6.3 EXISTING HEDGE x5.6 0 ., TO REMAIN X 6.4 EXISTING BRICK WALK o 5.5 �,;;� ��,> TO BE REMOVED X x 4.8 //`. ,�ti�rL �`� �� 71 2.4 -77, x 5.4 %`b 6.2 r iii' �� _ ��1 f SOOp x 6.8 0 _y7.0 rn 5.4 6_F_-- - 1 1 � �� 1 .5 I x �j EX'G SHED TO � ��`�� , � - ,��`�� o ISI x4.9 5. 1 BE DEMOLISHED ��, 'L II I x- 5. 7 �� ,�;;' ,� II o I /\ o II EXISTIN WOOD z 6.0 ♦� ii �. 14.0 _-=�� I -� � j IIl4 TO REMAI -I \� M 0 65 EX'G 2 STORY GARAGE �" CO) It o y� 15, I i v R°P TO BE DEMOLISHED - cnx I� - ..:::........ I•a,l II 40-8FIR 5.9 f 6.7 II __ -- -� I'?;' .,::'�4�-�},�:: I w00 J� > m ,I , TE 5.3 G .,_. ::, S 6.0 EXISTING HEDGE 5. 1 ,,,.._,=1•� I I TO REMAIN II F.F88 �,,F,� ..,._.• • =�1=d';II to z 6.0 x 5.6 5.2 CHI I'r I�, _:,. _ I'� o �% _ I x Ems.5 II o l u) =:::::::::: _ I 2. 1 5.4 XII I ,_Q,� __ ice= 5.1 3 I X 1_9 No X 5.0 II I --- �/ 6.0 °NE E 'G 1 STORY HOUSE AND DEC II II;; �� +I� 6.9 x `O x5.6 S� x.4 BE DEMOLISHED. EXISTIN I� �` -� _ �' ►I, 4 FOUNDATION TO REMAIN II ►L_ _ -�`'� ",- _ III � EXISTING HEDGE i �� 25.4 7.0 _11 v �/ TO REMAIN 3.2 EXISTING DRIVEWAY 6 6 II ____----__ .0x TO REMAIN 5.5 X =-= -WOOD 5.6 �_ _- STEPS Ul x h 5.2 4.7 x- 4.9 x .. 5.6 BR/CK 48 3.8 ICK WALK 1.8 x x x 6.2 x 2.2 TO BE REMOVED x 3.2 x 5.9 5.4 5.0 I� I X- LOT x 5.4 I �I 0 x 3.7 x 4.6 EXISTING HEDGE 3.4 C %i 4.6 x TO REMAIN x C3D ARCHITECTURE PLLC 3.6 c� 5.4 co X x 4.4 S 307 7TH AVE i (008 14TH FLOOR 3 .3100' x 5.6 5.0 4.0 NY NY 10001 %", it f rec6m EXISTING HEDGE EXISTING HEDGE LOT ANDBUILDING AREAS ALL DP.AWNAND WRITTEN MATERIAL CONTAINED HEREIN STHE SOLE PPOPEPYOfARCHfECTOFRECORD AND MAY NOT BE REMAIN x 5.7 DUPLICATED,PUBLISHED,DISCLOSED OR USED WITHOUT EXPRESS WP EN CONSENT BY THE ARCHITECT OF RECORD. T o TO REMAIN OP � Z No. DATE ISSUED/ REVISED 6.2 5. 1 `S 1 S g v TOTAL LOT AREA - 30 ,285 sq . f f. 1 10/21/2019 REVISED AS PER CITY COMMENTS \� X 6.4 EX'G HOUSE GROSS AREA = 1 ,208 sq . ft. T 2 EX'G HOUSE LOT COVERAGE = 4% _ PROJECT X 1725 NASSAU POINT RD CUTCHOGUE NEW YORK 11935 ��. /x 7.6 O C!EC 3 1 2.1020 SITE PLAN, DEMOLITION 00 SEAL&SIGNATURE DATE : 10.21.2019 fiY^b ,J> PROJECT No: 1739 DRAWN BY: MF cl �,0 EWyo O h�C' CHECKED BY: DS SCALE : AS NOTED N *c/ r' ,. SHEET No: r as W W D-001 .00 �' � EXISTING/DEMOLITION SITE PLAN z� �O 0725 CAD FILE No: SCALE = 3/3211 = 1'-0" FES *Vh~ ' 4a A a. 30'-11" 14-0" 5-11" 13-11" 12'-0" 5-0" 10'-0" 41-011 TOTAL AREAS HOUSE GROSS AREA 1,207.43 SF HOUSE NET AREA 1,064.71 SF DN DECK OPEN AREA BATH 1,364.26 SF PPTY EL. 00 +8'-8" BATH Cl 100 BEDROOM -------.. EDi KITCHEN r I ' I I I I II I II I I I I II II 1 _ OPEN SPACE FFL EL. FIRE PLACE LIVING/DINING +8'-8" �N= F I � F I II • I II I II I I � I II L— C31D ARCHITECTURE PLLC / BEDROOM CLO BEDROOM 307 7TH AVE 14TH FLOOR X�3 :310,0 NY NY 10001 i f c,6m CLO ALL DRAWN AND WRBTEN MATERIAL CONTAINED HEREIN S THE SOLE PROPERTY OF APCHF CT OF RECORD AND MAY NOT BE DUPLICATED,PUBLISHED,DISCLOSED OR USED WITHOUT EXPRESS WRITTEN CONSENT BY THE ARCHITECT OF RECORD. No. DATE ISSUED / REVISED 1 10/21/2019 REVISED AS PER CITY COMMENTS o - b o DN PROJECT 0 1725 NASSAU POINT RD CUTCHOGUE NEW YORK 11935 5-11 25-5 0# 5-6" 10'-01, 4'-0° EXISTING HOUSE FLOOR PLAN DECJI 31 202 DEMOLITION I 30'-11" 14-0" i SEAL&SIGNATU E DATE : 10.21.2019 PROJECT No : 1739 DRAWN BY: MF <l_. CHECKED BY: DS �P �5a1,ER�oO'p� SCALE : AS NOTED ip * t •� a ' SHEET No: Lu r c°o a Lu �N� 0_002 .00 EXISTING HOUSE FLOOR PLAN 25z �•� CAD FILE No: SCALE = 1/4" = 1 I_0II tiw.$.��_ ,.�, 150F8 10'4' 684" 144" 11 45-8 17'-8" 5'-0" 10'4' 4'-0"3'-8" b'-8" " DN TOTAL AREAS oO ° ° ° ° ° ° PLANTERS PLANTERS HOUSE GROSS AREA 2,859.90 SF — 3'-0" „ 1 .6, PLANTERS 9'-8" 3-6 5-4 2-0 7-6 2-10 5-101/2 5-0 3-11 1/2 3-0 7-2 3-01 -6 3-6 HOUSE NET AREA M 2,492.07 SF DECK OPEN AREA PPTY EL. — 0 2,854.64 SF +10 01.011 OUTDOOR SHOWER 000 0000 0 OU0 0 I , ° I o r T KITCHEN 0 a�V ❑ -C-L& 238.92 SF \ u _CD M M B I Fl 12'-8" 4-0" 5-6" 6'-0" 141-711 - - - - 10 BATHROOM POWDER RM �' 57.75 IF 63.00 IF 00 00° - TV ROOM REF _ Fl OUTDOOR 2 - - 288.72 IF BEDROOM 162.85 IF � 133.00 IF W/D REF _ — -ELS — � q BENCH FIRE PLACE ,TWO FFL EL. _ , 5'-6" 60'-5" +10'-2° ' LOUNGE l OR @ 6' VESTIBULE FFLEL. N ' - - - _ _ _ _ _ - - - - ' , OUTDOOR 1 R 6" N 9T 12 �, 93.73 IFDN +10-2 ;� , _ - - - - _ T 12 i - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 0 ENSPACE I- - - - - - CNTNG 000 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' 1029.60 IF i DINING ROOM - - mo- - - _ - - L 0 BEDROOMCl 133.00 IF - - OUTDOOR 3 PPTY EL. o ° -- i/ 288.72 IF +10'-0" . 307 7TH AVE ite/ct r .c6m 14TH FLOOR 33: 100 12'-8" 5'-6" '� 7' 0" 12'-0" 0 5'-0" N Y N Y 10001 x 40 BATHROOM ME HANICAL RM MASTER BATHROOM 57.75 IF IF 126.00 IF - \ ALL DRAWN AND WRRTEN MATERIAL CONTAINED HEREIN 6 THE SOLE PROPERTY OF ARCHITECT OF RECORD AND MAY NOT BE DUPLICATED,PUBLISHED,DISCLOSED OR.USED WITHOUT EXPRESS WRIREN CONSENT BY THE ARCHITECT OF RECORD. �O 1 ° No. DATE ISSUED/REVISED ° - -ac— — i 1 10/21/2019 REVISED AS PER CITY COMMENTS —� — 6-10"DIAMETER --- ---- --- 00 MASTER BEDROOM �� SOAKING TUB jh PPTY EL. 228.47 IF --- ---- --- PROJECT o- ° o r; _ 9'-8" 3'-6" 2'-0" 9'-6" 2'-0" 6'-0" 5'-0" T-1" T-10" 5'-0" 4'=10 3'-6" 11-611 °O 1725 NASSAU POINT RD PLANTERS 11.. CUTCHOGUE NEW YORK 11935 °Q ° ° ° PLANTERS 0 0 0 PLANTERS ° ° 0000 °O ou� oou 000 .. 0 ur=� 0 -- -- - PROPOSED HOUSE FLOOR PLAN PFC 3 1 2720 ' /� SEAL&SIGNATURE DATE : 10.21.2019 6'-8" 45'-8" 17-8 5-0 10'-4' 41-011 I PROJECT N o 739 a. ,. 4� NEW __.... ......- ,� � tfJJ;`a DRAWN BY: MF a �E °� P� CHECKED BY: DS 10'-4" 68'-4" 14'-4" . • � * ��' ', � SCALE : AS NOTED n t'ob cr. SHEET No: 0o 4o •� I I1 k 6�W PROPOSED HOUSE FLOOR PLAN N�aAa 0725' � A A— 100 00 1 ° �� SS10� �. ��,,r� CAD FILE No: SCALE = 1/4 = 1 -0 ° 160F8 TOP OF ADDITION +24'-7 3/8" of Lr) TOP OF ROOF 00 ci 0o cl) C14 TOP OF DOORS — — — — — - C? bo 1ST FLOOR L-J ILI _J 'qV +3'-0" C? 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IN ACCORDANCE WITH THE SCDHS STANDARDS TO BE DEMOLISHED 1 i jgn II (, / Z n O AIC CONDENSER ON , » E 1 x`� al '� ��`>>A CB2 M2 CSR 6 LOOPS 15.0 F.L.A. O EL. 1.5' 2 6 ELEVATED PLAT. 03 a�p4 40 1 I y P gs EXTERIOR RATED JUNCTION = euc .-1- BLK � y y OVERHFAO WIRES y N ,D 2R5. aJ1D I I �o 20 AMP BREAKER RPt RECIRC UMP RATINGS: p ,G WATER IN BOG PT - Q x� 21 s. I I c �Ao� BOX BELOW GARDE IN A 3.6' ( ) --PROP.3'x3' _ ' nun Po+-E r5.5.@ m �T1lR'1u194 Q Nn3« DINDEF .,CE 9 � Ao rFHT WT PUMP 3/4HP ® 115V o y SPRINKLER BOX Qz II II I m N MOTOR 15.0 F.L.A. PROP.500 GALLON PROPANE TANK 16Q. ,�.- I I I Ipo t' 12 AWG OF WIRE IN > CB3 'i G PROJECT EXISTING SHED TO BE DEMOLISHED L2 I�, I t I vs m ,�s 3/4" PVC SCH 80 In M3 WATER IN COARSE SAND (EW) ■ �p� PROPOSED VENT TO _ ay >x , 1 m I I I g ,F> eLx �� 6LK I, 6Lx „ � 8 qp o LOCATION X /Zt �. �'- :;::. r1 m°< -� CONDUIT mPl MIXER UMP RATINGS: RO 9,6' PROPOSED 8.5'X 4.75'X 2' EXTEND THROUGH G Gp�P � J r I II xZ I ��m +� U PUMP 3/4HP ® 115V -'I VAD o DEEP LEACHING GALLEY THE ROOF WITH A fid x i °6 ER 6 _ TER Ps = yp x¢x 1 I iiA" rtMT N MOTOR 15.0 F.L.A. TYP.OF 6 CHARCOAL FILTER , "ED PROPOSE Z ( ) x / Ex �,E 51. I ,� ��- PLC CONTROL PANEL II G x . .. >. ,�,.�..:: 4I D x- t I I W/HP80 COMPRESSOR AIR PUMP CB4 y 0Rv �`� car Ct COMP COMP. RATINGS: OOD I II I T , a o c� ELECTRIC RISER DIAGRAM OP - Z,a STEPS DD 1/4HP ® 115V - : ;:>;!max;: II'r W ��IT •�Q �, ac......5.0: :.9.3 I PEPSI I A MOTOR P ED.�0/o EXPANSION 8.5'X Ar x E ?::::::::::.:. NOT TO SCALE m 5.4 F.L.A. PRO OS � N , >::;.::r:: :::;::: >> ;; :::.:::::::::.::::::.::.:::... �............. .. I LOCATION MAP ,�?O � �� t,�" � /� ° � ��,L:::pxaPttlsFA �S- 4.75'X 2'DEEP LEACHING GALLEY 6 i s ERT 3�� kk ::..:::.... .51t7RY �;;:::.;::.: >::>:, : :: ;°::; 21.6 I Notes: Op E /ERs „a Dyna;.;;:':'< :':;;>: .:::::::>:>:»; ;:. ` zs.a' I c NOTE: ALL MOTORS 1"=600' (TYP.OF 3) }:::;:;::•: + 36.1' I, I C7 ss 49.3 W GENERAL NOTES pP• ,':::::::::::::::::: ...;.,.;;..;,;;,;,.;;.,;,,,.;;;,.;..�;;Y` �;.......... * All wiring and equipment are to be be provided and installed by the Electrical contractor(EC)in accordance with the National MUST HAVE INTERNAL x.11 .....A; P b Electric Code NEC and Local Electric$Codes. OVERLOAD PROTECTION. ( 'O' �� ?> `> >r>r>r>r•`:`•.' r•`•':^ I I `n - 1.. ALL MATERIALS AND METHODS OF CONSTRUCTION ' �` i z' x� I BLu LR1 Q1 RED r�TSHALL CONFORM TO THE yW ....................... c 2 ::: :..........�.......................... l ``�^ ; •x MIN ::::::w �`¢� I I I The EC will file all necessary forms and pay all fees for the electrical work shown on these drawings.The contractor will arrange M1 STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK � J x :•ii:•i:•}\i:iiiii4ii::5i:6i:i:6ii:i::i:6ir.:.::::::::iii:::i:.v:i.�:i.::b:ciil5i:ii5i:::?... `I for all inspections and secure a Fire Underwriters certificate which is to be turned over to the owner at the completion of the work. - COUNTY DEPARTMENT A 45:7'y I P P 6Lu LR1 Q2 PINK wHT OF HEALTH SERVICES AS REQUIRED. ...... .... 40 oj� QJ xrv° a p TEST HOtE �A41N -e P DECK ^ I I �I �O I p/ x �e 10 .FL ELEV. = I I I *All foundation penetrations for entry ofdirectly buried feeders are to be equipped with galvanized steel sleeves. RMC is to be used PINK H 2. BOUNDARY&TOPOGRAPHIC INFORMATION FROM SURVEY BY NATHAN TAFT CORWIN at all other foundation and Floor penetrafons. A LAND SURVEYING INC.DATED 2/28/2020. ELEVATIONS ARE REFERENCED TO THE NVAD �o �, I * j Cl s ` _ �A I RECIRC RUNNING V� ONC ORNE'RAY' PRO OSED PLAN R a ,� I ( I a I h r- w'-. BLD LR1-Q3 a W„T 88.DATUM. �2 �[� • n na x .;- ,r - ` x II 11 xzs I *Furnish and install new service equipment and circuit breakers as shown in these drawings. All panels and breakers are to be M3 p� O� �� I �7 l^ PROPOSED DRYWELL se II labeled. The electric panels are to be installed and grounded in accordance with the NEC and Local Electric Codes. YEL 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES n °� I 2 x_`' W LOT 0/ x,,� N x� I ! I * G MIXER RUNNING PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL / ( I x� I w , I All switch and outlet boxes,junction bcxes,and pull boxes installed on the exterior are to be galvanized steel and rated for exterior BLU wHT SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE / x DISTRIBUTION BOX z x 318.9$ use. LR1-Q4 LR1 CONFORMED ACCORDINGLY IN THE FIELD. Kroh x \ mN 0 *All exterior outlets are to be housed in weather proof enclosures. ew RED 16 PLC INPUT 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES xAA -°o m EXISTING HOUSE&DECK TO x� __ s =Z BLU AS-1 PINK VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR 7 I / PROPOSED HYDRO-ACTION r' BE DEMOLISHED EXISTING SANITARY LINES OR STRUCTURES. a FOUNDATION TO REMAIN BW 5 6 RED RUN AUD. CONTROL PANEL AND AIR r:,a PUMP ON A 36"X 36"X 6" a ALARM 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS �y I b XJU x�N9 .= FRAME S"ED ELECTRIC LINE TO BE P.C.SLAB WITH 6X6 BEFORE COMMENCING WORK. • �� \ �o LOT O PLACED IN CONDUIT W1.4XW1.4 WWM HWA MUTE ORcCO 9RN AAD 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH v� I �" �6 N/O/EpY EXISTING CESSPOOL TO BE PUMPED BLU TEST TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR PROPOSED DREW LLEVY DRY AND REMOVED IN ACCORDANCE 0 ALARM SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. HYDRO-ACTION & LOIS WITH THE SCDHS STANDARDS AN-500C I/A OWTS SF RESIDENCE 0 LIGHT DEBRIS SHALL NOT BE BURIED ON-SITE. 1 E2 is 736 20H CONNECTED TO PUBLIC WATER RED 9LK NHT 5 ppH f f f RED 7 TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL ISTRUCTURE NTOOR SITE PLAN WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. `°RB SCALE:r'=30'-0" ENABLE BLU PLC INPUT 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH CONCRETE. 40 OVERRIDE 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. BLU 3 4 CSR YM/VM 12 PLC INPUT BLU wH NK 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED z 14 PLC INPUT AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, p = TAN PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE m o TIME DOSE 17 PLC INPUT INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM n 0 ., BW TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". D O DEMAND Cn D 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM ° SPRAY TAN/VM18 PLC INPUT DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD 0 -1 ° PROCTOR TEST. z NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. Outlet 12. LOT AREA:28,719 S.F. 0 � - Inlet � MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. M (() W1 B1 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. W1 m _r REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-lbs. 13. THERE ARE NO WELLS WITHIN 150'OF THE PROPERTY. C Z FIELD WIRING MUST BE A MINIMUM OF 60'C COPPER WIRE. Z O CHANGES TOLERANCES DRAWN BY DATE Z O / - E DECIMALS- ±. C. BARRICK it/3/ts SCHEMATIC, ELECTRICAL xx- ±.010 MATERIAL SPECIFICATION: Z D FRACTIONAL SCALE: PART N0. m 0 SEPTIC PRODUCTS INC B x ANGLES 84 AS NOTED FULL 120105 5 -0 x•- fI/2• IZ m REMOTE PLC CONTROL PANEL A Z ;1 PLC CONTROL PANEL W/HP80 COMPRESSOR -Di WITH AIR PUMP. MAY BE MOUNTED ON UNIT HS-20 LOAD RATED BOLTED OR REMOTELY. CAST IRON COVER. M CZ MAXIMUM OF 3'OF EXTENSION COLLARS MAY BE USED TO O BRING CASTING TO GRADE. r = M m 0 CO BUTYL RUBBER GASKET m m _ RUBBER PIPE CONNECTOR Inlet FL LINE Outlet 0 11O a m O D O -n D D r � 2 � D m r D m -n C0ASTAL PIPELINE [057�m1 D 02165 0 (631)369-4000 PRODUCTS CORP. _ [055 Our] n Q 6 C P.O. Box 575, 55 Twomey Ave. Calverton NY 11933 0 A PRECAST CONCRETE 13.24 -� Z MONOLITHIC TANK Project: [33.6cm] HS-20 LOAD RATED 0 r .I 10'9" EARTH COVER:0.50-3.0 FT. I!NI • • Contractor: III, Q • :• ,I'' • • CUT AWAY VIEW HYDROACTION AN500-C NITROGEN REDUCTION SYSTEM Product:Precast AN500-C Nitrogen Reduction Unit �._ [aas m] hydre CtlOri WEIGHTS: g - Breen from the�mnnil n�. BASE UNIT: 12,250 LBS. 1L�a� ROOF SLAB:4,100 LB. scale date dwn. by dwg. no. 02065 -_ None 9/26/16 D.O.R. HA-01 R2 BOT70MVIEW TOP VIEW 1374 - REMOTE PLC CONTROL PANEL [34 9cm] W/HP80 COMPRESSOR - POLYLOK 20"D-BOX INSCE Box 36"X 36"X 6"P.C.SLAB PART BOX ACCEPTS. 2"VENT WITH 6X6 W1.4XW1.4 WWM MATERIOAL3 HDPE LIGHT COVER PART NO-3009C HEALTH DEPARTMENT APPROVAL STAMP HEAVY COVER PART No.-3017-C20 GRAT- THE VENT TO BE TERMINATED ' � DATE; 8/12/04 6"TALEL RISER PART NO.3009�20 THROUGH THE ROOF. ° ° ALL ELECTRIC TO BE PLACED 12"TALL RISER PART NO.3009-R12 IN SCH.80 PVC CONDUIT i 2245[570cm] 12"MIN. CONTROL PANEL & AIR PUMP ELEVATION ; �1 6"MIN. � _ CARBON FILTER WATERTIGHT PLASTIC FRAME&COVER W/APPROVED DEVICE LOCKING DEVICE TO WEIGH 60 LBS.MIN.OR 2 L.TOil cm SECONDARY SAFETY LIDS/DEVICES TO BE PROVIDED 161° CL.To LC TO ACCEPT our [4oscm , � ��---- �� - �� 11123/2020 SCDHS COMMENTS TYP 40 PLCS] TO ACCEPT -- - i. i, , CONCRETE COVER CONCRETE COVER CONCRETE COVER POLYLOK SEAL [ _. REVISIONS 24"0 PLASTIC RISER RINGS PRT.NO 3001 BELOW GRADE BELOW GRADE BELOW GRADE (12"MAX.HEIGHT) TYP.40 PLCS. PROVIDE END CAP TYPE TRAFFIC TRAFFIC 1391 600 TO CLI F.F.EL.10.2 CLEANOUT BEARING SLAB BEARING SLAB ILEVELING DEVICES AT +n +s CL TO CL] i DECQE� 1 LMLO ] EL.8.2 EL.8.6 OUTLETS EL.8.2 TRAFFIC ARINGSLAB [353cm] 316 L ��ry FIL 76 r EL.7.6 � f - f TRAFFIC INV.EL.6.0 1'MIN. 1'MIN. V MIN. BEARING SLAB ADD LEACHING GALLEY EXTENSIONS AS -- FRONTSIDEVIEw ! INV.EL.6.4 2'MAX 2'MAX 2'MAX NECESSARY TO BRING GALLEYS WITHIN 2'OF INV.EL.5.9 MI INV.EL.5.6 � FINAL GRADE. r - INV.EL.5.7 ME [ED C �� ' ® ® � ® - ® ® ® - 3' ITA UNIT BUOYANCY CALCULATIONS: POLYLOK 3017-20H6 20" ROUND SEPTIC DISTRIBUTION BOX DETAIL 4"SANITARY WA TE PIPE 4"PVC WASTE LINE ® ® ®IE 0® ® ® El® ® ® : COLLAR � 2' ALL LEACHING POOLS SHALL BE PLACED IN PITCH 1/4 INCH P R FOOT PITCHY INCH PER FOOT " 3' 8"EQUALIZATION El 2 MIN. EL.5.3 4"PVC WASTE LINE 2�-0�� 2'-0�� ACCEPTABLE LEACHING SOILS AS APPROVED NOT TO SCALE INV.EL.6.1 ITCHY INCH PER FOOT I COLLAR . ® EE PIPE MIN. '0 ® MIN. EL.4.0 � ® - BY THE SCDHS. IN THE EVENT POOR HIGHEST EXPECTED GROUNDWATER ELEV. =2.0 15'(1(I'MIN.) 20" 1 - _j,DIAME R I LEACHING MATERIAL IS ENCOUNTERED, BOTTOM OF I/A UNIT ELEV. =0.4 S.C.T.M.: DIST. 1000 SEC. 104 BLK. 13LOT. 2.4 EXCAVATION IS TO BE CONTINUED TO EL.0.4 5'MIN. 10'(2'MIN.) g 6'MIN.PENETRATION INTO SAND___/ I SUITABLE MATERIAL AND BACKFILLED AS TDTAL BUOYANT FORCE: r IG RAN ATO RESIDENCE PROPOSED HYDRO-ACI�ION `V AND GRAVEL STRATA DETAILED. CUTTING RINGS MAY BE REQUIRED. Condon n d o n E n g I n ee ri n g, P C 49.15 SF X(2.0-0.4)X 62.4 PCF=-4,907#X 1.5=-7,361# AN-500C I/A OINTS WATER EL.2.0_ Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN ■ ■ LOT 1 MAP OF NASSAU POINT CLUB PROPERTIES POLYLOK 3017-20H6 20" GROUND WATER New York State Education Law,Article 145,Section 7209,for any NOTE: RESIST FORCE(WEIGHT OF I/A UNIT)= 16,350# INC:.SECTION A FILE No.745 FILED OCTOBER 4, 1914 person unless actin under the direction of a licensed Professional ROUND SEPTIC DISTRIBUTION LEACHING(HIGHESTEXPECTED)LEACHING LEACHING LEACHING GALLEYS TO BE Engineer,Architect, r Land Surveyor,to alter any item in any way.If an Drawn b 1755 Sigsbee Road 1725 NASSAU POINT ROAD OF BOX OR APPROVED EQUAL MANUFACTURED BY LONG ISLAND +16,3509>-7,361# NO BALLAST IS REQUIRED. item bearing the seal of an Engineer,Architect,or Land Surveyor is y•JJC Mattituck, New York 11952 DISTRIBUTION BOX GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL PRECAST OR AN APPROVED EQUAL. altered,the altering Engineer,Architect,or Land Surveyor shall affix to (HYDRO-ACTION AN-500C DETAIL (631) 298-1986 (631) 298-2651 fax CUTCHOGUE, NY SANITARY SEPTIC SYSTEM PROFILE the item his/her seal and the notation"Altered by"followed s his/her Date: 10/21/2020 signature and the date of such alterations,and a specific description of www.eondonengineering.eom SANITARY PLAN NOT TO SCALE the alteration. N TEST HOLE DA T,4 (TEST HOLE DUG BY NATHAN T. CORWIN T MODEL N • 120105 SKUNK LANE PUMP COMPRESSER POWER CIRCUIT W PARKLAND III L.S. ON FEBRUARY 28, 2020) NO WATER OR SEPTIC o ELEC a- G 0 0-I CB1 M1 EL. 4.1' 0' T c IOIF y ASSOCIATION ym8 USEWAI PANEL L1 SLK y, six r BLK SP1 SPRAY PAGE Cn �S TOPSOIL m oIN I Cn NASSAU P o ° PUMP 1 BROADWATERS n r s 0.5' ;H EXISTING CESSPOOLS TO BE PUMPED DRY AND REMOVED 1 •90� on > N TNT MIT N MOTOR PUMP RATINGS: y EL 2.0' BROWN SILTY SAND SM eb EXISTING GARAGE w izy� E:J 1- 2.1' (HIGHEST EXPECTED GROUNDWATER ELEV.) IN ACCORDANCE WITH THE SCDHS STANDARDS TO BE DEMOLISHED 1 •�" I i zgy A 3/4HP ® 115V COVCOVE o 0�, AIC CONDENSER ON , +� 1 x- �� CB2 M2 CSR 6 LOOPS II G 15.0 F.L.A. ? O;Y- EL. 1.5 2 6' ELEVATED PLAT. a�04 40 I to �_� EXTERIOR RATED JUNCTION _ a' WATER IN BOG PT °°ERH�D W,R[g Q N I I m 20 AMP BREAKER a BLK BLK euc RP1 RECIRC UMP RATINGS: ( ) - ~ -PROP.3'x3' x zBs. �( 2.s. oo�� 1 I I c �Ao� BOX BELOW GARDE IN A TS6a SPRINKLER BOX PUMP 3/4HP ® 115V 3.6' pOIE NY 1945 xADE F JCE I I I nA AO WHIT 19HT N 0 °m,�" . Q FEN�2.9• �' c �AAm I MOTOR 15.0 F.L.A. n PROP.500 GALLON PROPANE TANK 6Q� _ F N, I A� m C �I 12 AWG OF WIRE IN > PROJECT EXISTING SHED TO BE DEMOLISHED , 3z '� I I I mm > - CB3 I I G LOCATION I °1 D 3/4 PVC SCH 80 y M3 AT WATER IN COARSE SAND (SW) -'w � o g Y �p�m '"� PROPOSED VENT TO R+c w �, o I I [ 9 A� > BLK BLK ►� BIC U PUMP 3/4HP ® 115V ERSROq o /� >x 1 :.;:.>s m r., �_. -3 CONDUIT o t✓` mP MIXER UMP RATINGS: �ROADW o g.6' PROPOSED 8.5'X 4.75'X 2' EXTEND THROUGH G 6 P P �'� Ex W0 > I I y, I �em$ {� THE ROOF WITH A x�} i ° t` E 5'EP5 i �a = I I x I DEEP LEACHING GALLEY j �Ea x I I _ r�T N MOTOR 15.0 F.L.A. D (TYP.OF 6) CHARCOAL FILTER / p / E% SAME SNE° ,, PROPOSE - 5 I ,� PLC CONTROL PANEL II G x �... �` >:..;,::;1 ,z;;:.,.: x '' W/HP80 COMPRESSOR AIR PUMP CB4 co . ... 41.0• I I I i � � GRY 0 0- GRY z Q I I C1 COMP COMP. RATINGS: � . . :<: w: WDOD I ELECTRIC ` Ex I I A o � RISER DIAGRAM 1/4HP ® 115V A �- .T.:•:.✓".::::::1': : T+l WORD I a WHT MOTOR N 0 \ V' -S // :': Vt':'::'S.D.::' ..::9:::: STEPS / ;:';:;:::;:;:;:;:;::;:•;:::.•; ::::•:•.::.:::"... :. .. ....... .......... `-1 5.4 F.L.A. E NOT TO SCALE PROPOSED 50%EXPANSION 8.5'X ��ix �c � / :�::.;'::k:;:':`:::.:::::.�:.:•:::.::.;'::: isi::;.:-vy. ':.>:�:::::>::�>: :., ::.;; � I ti V m LOCATION MAP 4.75'X 2'DEEP LEACHING GALLEY I Notes: E 1a I S s z 1" 600' .......... � P• - f1�i N 0 (TYP.OF 3 � cS� � RO /ZER �' � �:o � : :.`::::.:.':'.: �.F>✓ �;: ) I P P O A.,::;;;:::. `.i':.; �...:.... ...... �:>.':a:•::•:.; :... '. 36.1' I. TE• ALL MOTORS •Q i ;,::,, : :.::::::: :::: �.:;;;;; ss X49.3 All wiringand equipment are to be be provided and installed b the Electrical contractor EC in accordance with the National MUST HAVE INTERNAL GENERAL NOTES 1 5.0'' 10 64 x- Electric Code(NEC)and Local Electrical Codes. OVERLOAD PROTECTION. LR1 Q1 RED VMT 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE Q b c3 x MIN. x. :;:::;:::::;,;:;:; I I [ The EC will file all necessary forms and pay all fees for the electrical work shown on these drawings.The contractor will arrange STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK tv CJ I - z MI L 49.4' I for all inspections and secure a Fire Underwriters certificate which is to be turned over to the owner at the completion of the work. LRT- COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. v ::::::::::•:::::::•:. I P P BLu Q2 PINK M2 wNr R QU ED. CVS JOv •\� / 3a �,.L 5'� .':r:::;'::a''>::::::' O y I TEST HOLE NEIN Fi ��0 xW I O/ x ;2 // :� M\N -8 10, .FLO ESEV.10.2 - = Il II I *All foundation penetrations for entry of directlyburied feeders are to be equipped with galvanized steel sleeves. RMC is to be used PINK 2. BOUNDARY&TOPOGRAPHIC INFORMATION FROM SURVEY BY NATHAN TAFT CORWN I at all other foundation and floor penetrations. RECIRC RUNNING LAND SURVEYING INC.DATED 2/28/2020. ELEVATIONS ARE REFERENCED TO THE NVAD �� h . �' / �• ooHc. RO OSED PLAN R IN I I I NEWAY. x� `� ------ ': 1 I I 1 BLu LR1-Q3 M3 r�T 88.DATUM. , .� x I I x�I *Furnish and install new service equipment anc circuit breakers as shown in these drawings. All panels and breakers are to be �p O� �� PROPOSED DRYWELL ss \ I I labeled. The electric panels are to be installed and grounded in accordance with the NEC and Local Electric Codes. YEL 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES °� / 2 x'5' Q LOT (D/- N \\ xL E I I * G MIXER RUNNING PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL xa.� \ I w , I All switch and outlet boxes,junction boxes,and pull boxes installed on the exterior are to be galvanized steel and rated for exterior eLu rn�T SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE / \ DISTRIBUTION BOX / + \ x \\ Z x \\ �\ 31S•9 ^' use. LR1-Q4 LR l CONFORMED ACCORDINGLY IN THE FIELD. '\ \ \ .I.B / c NBW `V) / roh / x \\ �, ,0 *All exterior outlets are to be housed in weather proof enclosures. R� 16 PLC INPUT 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES ny XM _` �o rn EXISTING HOUSE&DECK TO �1 6y \\ s =z Bw AS-1 PINK VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR / x - r PROPOSED HYDRO-ACTION ,_, r,i BE DEMOLISHED EXISTING SANITARY LINES OR STRUCTURES. / \ a� FOUNDATION TO REMAIN I 1 \\ ,5.z c°Nc. CONTROL PANEL AND AIR o m BLU 5 6 RED RUN AUD. x sNEo PUMP ON A 36"X 36"X 6" ALARM 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS I 1 ` x� x,11 pgAME SHED z'p5' ELECTRIC LINE TO BE P.C.SLAB WITH 6X6 ORG BRN BEFORE COMMENCING WORK. II •�ry�` J2�f \ vER N� LOT O PLACED IN CONDUIT W1.4XW1.4 WWM HWA MUTE 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH PAD \s N/()/F pY EXISTING CESSPOOL TO BE PUMPED BLU TEST TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR x i PROPOSED DRFw LLEVY DRY AND REMOVED IN ACCORDANCE ALARM SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. HYDRO-ACTION & LOIS WITH THE SCDHS STANDARDS SF RESIDENCE LIGHT DEBRIS SHALL NOT BE BURIED ON-SITE. 11 Pia �xia \ $ 7�36,5� 2p ON£ X AN-500C IIA OWTS CONNECTED TO PUBLIC WATER RED BLK RED VMT 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR vo�� ST°p BF`0a e \� (DEPTH rr7 SITE PLAN TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. °ck`U"B SCALE:1"=30'•0° ENABLE BLu 1 2 1�L 11 PLC INPUT 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. OVERRIDE 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. 411 BLu 3 4 CSR YE,. 12 PLC INPUT 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED BLu WH INK 14 PLC INPUT AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS,DRAINAGE INLETS,ETEC. THE METHODS AND MATERIALS EMPLOYED IN THE M o E TIME DOSE TAN 17 PLC INPUT INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM D O BLu TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". DEMAND N > 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM SPRAY TAN/1111H18 PLC INPUT DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD n ° PROCTOR TEST. z NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. OUtlet 12., LOT AREA:28,719 S.F. = Inlet MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. M W1 B1 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. W1 _ - REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-lbs. 13. THERE ARE NO WELLS WITHIN 150'OF THE PROPERTY. 171 Z FIELD WIRING MUST BE A MINIMUM OF 60'C COPPER WIRE. Z r- CHANGES TOLERANCES DRAWN BY DATE > / F DECIMALS C. BARRICK 11/3/16 SCHEMATIC, ELECTRICAL .XXX- 3.005 D xx - t•010 MATERIAL SPECIFICATION: C) D E FRACTIONAL � Z ` C SCALE: PART N0. SEPTIC PRODUCTS INC B X ANGLES B4 AS NOTED FULL 120105 -0 A X•- *1/2' i Z 1711 REMOTE PLC CONTROL PANEL A PLC CONTROL PANEL W/HPSO COMPRESSOR > WITH AIR PUMP. MAY BE MOUNTED ON UNIT HS-20 LOAD RATED BOLTED 2 O OR REMOTELY. CAST IRON COVER. 111 Z MAXIMUM OF 3'OF EXTENSION COLLARS MAY BE USED TO O BRING CASTING TO GRADE. r = M m O C0 BUTYL RUBBER GASKET m m - RUBBER PIPE CONNECTOR M Inlet Outlet FL LINE O U -n m O -I _n > > > ' rn K I > - 022.45 rr D C_ 0ASTAL PIPELINE ��[0570=1 n (631 )369-4000 PRODUCTS CORP. - 02165 5- Q ;4J ,r � I C W P.O. Box 575, 55 Twomey Ave. Calverton NY 11933 (0ss.ocm] ---------- 0 " L t I I 0 '� PRECAST CONCRETE 1324 Z I MONOLITHIC TANK Project: [33. ml NOV 3 0 2020 G) I HS-20 LOAD RATED 0 r 1D'g" EARTH COVER:0.50-3.0 FT. 11u1 • E O r •• Contractor: o IIIII CUTAWAYVIEW 0 0 0 • �' 11,1 I, • • ....;.i • • HYDROACTION AN500-C NITROGEN REDUCTION SYSTEM 710 Product: h dr Ction WEIGHTS: Precast AN500-C Nitrogen Reduction Unit ( i -•- �ly [396em] "green frnm the gr...d up �'-�•r+• BASE UNIT: 12,250 LBS. ROOF SLAB:4,100 LB. scale date dwn. by dwg. no. �- _ 02065 [0525cm] LL None 9/26/16 D.O.R. HA-01R2 BOTTONIVIEW TOP VIEW 1374 REMOTE PLC CONTROL PANEL [34 9c,nl POLYLOK 20"D-BOX INSIDE BOX 36"X 36"X 6"P.C.SLAB WI HP80 COMPRESSOR BOXACCEPTS: HEALTH DEPARTMENT APPROVAL STAMP PART N0.3017-20 LIGHT COVER PART NO-3009C WITH 6X6 W1.4XW1.4 WWM MATERIAL-HDPE HEAVY COVER PART NO.-3017-C20 2"VENT - a GRATE- PART NO-3017-G20 THE VENT TO BE TERMINATED a n a a DATE; 8/12/04 6"TALL RISER PART N0.3009 THROUGH THE ROOF. n ALL ELECTRIC TO BE PLACED 12"TALL RISER PART NO.3009-R12 12"MIN'. A/ CONTROL PANEL &AIR PUMP ELEVATION IN SCH.80 PVC CONDUIT ` I- 2245[57.ocm] -� 6"MIN. CARBON FILTER WATERTIGHT PLASTIC FRAME&COVER W/APPROVED DEVICE LOCKING DEVICE TO WEIGH 60 LBS.MIN.OR 2C0[508cm SECONDARY SAFETY LIDS/DEVICES TO BE PROVIDED 1s 10 CL TO CL SIDE CUT OUT [409cm] NP 40PLCSl TO ACCEPT 1112312020 SCDHS COMMENTS CONCRETE COVER CONCRETE COVER CONCRETE COVER I - POLYLOK SEAL REVISIONS 24"0 PLASTIC RISER RINGS BELOW GRADE BELOW GRADE BELOW GRADE PRT.N0.3001 TYP.40 PLCS. (12"MAX.HEIGHT) TRAFFIC 1391 8 00(2032cm PROVIDE END CAP TYPE TRAFFIC [353cm] +4s {.i CL.TOCLI F.F.EL.10.2 CLEANOUT BEARING SLAB BEARING SLAB LEVELING DEVICES AT EL.8.2 EL.�.6 OUTLETS EL.8 2 TRAFFIC ARING SLAB F1 76 EL.7.6 316 ` TRAFFIC [8 Ocm] +� INV.EL.6.0 1'MIN. V MIN. 1'MIN. /-BEARING SLAB ADD LEACHING GALLEY EXTENSIONS AS FRONT/SIDEVIEW INV.EL.6.4 2'MAX 2'MAX 2'MAX INV.EL.5.9 MI INV.EL.5.6 _ • NECESSARY TO BRING GALLEYS WITHIN 2'OF INV.EL.5.7 - - - 3, i FINAL GRADE. I/A UNIT BUOYANCY CALCULATIONS. POLYLOK 3017-20H6 20" ROUND SEPTIC DISTRIBUTION BOX DETAIL 4"SANITARY WA TE PIPE 4"PVC WASTE LINE ® ® Co E 53® ® ® EI® lH] ® COLLAR 2' ALL LEACHING POOLS SHALL BE PLACED IN PITCH 1/4 INCH P R FOOT PITCHY INCH PER FOOT 2"MIN. EL.5.3 4"PVC WASTE LINE I 3' 8"EQUALIZATION 2 0" ® ® 2'-0" ® ® ACCEPTABLE LEACHING SOILS AS APPROVED NOT TO SCALE INV.EL.6.1 ITCHY INCH PER FOOT I COLLAR . ® IE PIPE MIN. ® MIN. ® - BY THE SCDHS. IN THE EVENT POOR HIGHEST EXPECTED GROUNDWATER ELEV. =2.0 15'(10'MIN.) 20 I LEACHING MATERIAL IS ENCOUNTERED, BOTTOM OF I/A UNIT ELEV. =0.4 S.C.T.M.: DIST. 1000 SEC. 104 BLK. 13 LOT. 2.4 DIAME R EXCAVATION IS TO BE CONTINUED TO EL.0.4 F MIN. 10'(2'MIN.) 6'MIN.PENETRATION INTO SAND SUITABLE MATERIAL AND BACKFILLED AS TOTAL BUOYANT FORCE: G RANATO RESIDENCE DETAILED. CUTTING RINGS MAY BE REQUIRED. Condon Engineering, P C AND GRAVEL STRATA 49.15 SF X 2.0-0.4 X 62.4 PCF=-4,907#X 1.5=-7,361# Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN PROPOSED HYDRO-ACTION N ( ) ■ ■ LOT 1 MAP OF NASSAU POINT CLUB PROPERTIES AN-500C I/A OWTS � WATER EL.2.0_ _ POLYLOK 3017-20H6 20" New York State Education Law,Article 145,Section 7209,for an - GROUND WATER NATE: RESIST FORCE(WEIGHT OF I/A UNIT)=16,350# Y INC.SECTION A FILE No.745 FILED OCTOBER 4, 1914 person unless actin under the direction of a licensed Professional 1755 Si sbee Road ROUND SEPTIC DISTRIBUTION LEACHING(HIGHEST EXPECTED)LEACHING LEACHING LEACHING GALLEYS TO BE Engineer,Architect, r Land Surveyor,to alter any item in any way.If an BOX OR APPROVED EQUAL MANUFACTURED BY LONG ISLAND +16,35C#>-7,361# NO BALLAST IS REQUIRED. [tem bearing the seal of an Engineer,Architect,or Land Surveyor is Drawn by:JJC g 1725 NASSAU POINT ROAD O DISTRIBUTION BOX GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL PRECAST OR AN APPROVED EQUAL. altered,the altering Engineer,Architect,or Land Surveyor shall affix to Mattituck, New York 11952 HYDRO-ACTION AN-500C DETAIL the item his/her seal and the notation"Altered by"followed by his/her Date: 10/21/2020 (631) 298-1986 (631) 298-2651 fax CUTCHOGU E, NY SANITARY SEPTIC SYSTEM PROFILE signature and the date of such alterations,and a specific description of www.eondonengineering.eom SANITARY PLAN NOT TO SCALE the alteration. I SURVEY OF LOT 1 MAP OF NASSAU POINT CLUB PROPERTIES INC . SECTION A x FILE No. 745 FILED OCTOBER 4, 1914 o SITUATE NASSAU POINT TION ��0 TOWN OF SOUTHOLD OINT CAUSE EWAY CIATION x � 4Z I SUFFOLK COUNTY, NEW YORK o rn rn m NASSAU P o ��' -��Z S.C. TAX No. 1000- 104- 13-2.4 a� 111 .90 N � �mW - `�I 2AI`HSI I �z=-Um� 2 LE „_ 0 o JULY32016 0A00 x� >rt FEBRUARY 28, 2020 UPDATE SURVEY & AD D PROPOSED HOUSE p°p4, 40 mos;mo ,5 ALn -nOVERHEAD WIRESD. m X-5& n g45OlE T85.� v` W �>' AREA = 28,719 sq. ff. Y1# CE �J1NNu1#g4 00 N gTOCKAOE' .r 2.9' `N" o I I I rn I • r�Il�n o (TO TIE LINES)ro 0.659 ac. PROP. 500 GALLON w \ i m � PROPANE TANK +- . \ 1 6 o I I za o � x m I I f'i Ex. W0 0 x x2_4 2 r D M �j x3`,.¢ _ 1 w r51EPS = X12 �^ II = _U Z ` J / O`....:. / �,��4P� TER I ` J � / E HEo �� ♦ F �oPoS' � a �n I _ _ 51 -' L X RISA FRAtd `' i"\ x 4+ i b J�': ITl I 7.x 10 45 ' }' :; :.:.;:::; : .... .....g. �.... _jti I ill1ll I ii 'E51XT.8E.P' OOD I WOOD 3 EPS0: :: ST r.I:: ....:: : .-5.9x� _x ...... 2Po5aD% vl:` r :. : ::: II I Nw< I , O 1 I N I i.% .,....... :. .' 'r: : . :: l\:.I 5-Top--fHoUS�;;':::::::::�. .:: :"::':::._ :.t1 0 26.8 I I : :::: : ..!!..... �1. 1,I 36.1' S5 t' q' I 4 2.1 X 6 / - .Py .a e / e e :::: :: :,✓{ ;.::':'::;:,.;..::.: :.:::':'::......::'::':::4 m ....:..c'..:':.:' 111111 I 1.3 ............... Y4 N EXE :: : :: ::' _ to x I :.::....:.......::` .: .'. :':: .::'::�n an �a / PRS WA{ 1. I I x SONE DRIB \ 1 : U� 1 \./ O ( a a x �.... .' :i:iY 41 ;.:.:.' .;.:'.:.;:.::.: .'.:'.'''�f .. 7 I .moi �{x I .�. X / TEST Q e RoPoSED _ rn O 5� o EL.ELE�. 10.2 t 1➢ 6 • fi I00 '• ' .. / �� C05D PLA �R 7p ttrn C3 x C C '�1 \ D p ..`.l o, ' `x 6.2 I x2,2 I 1 B / ' 2 X LOT O� x 7 N \ x� ° / \ \ 4 X_1.6 \ Cj \ X x XZA X'54 \ 5 / HEGE Roll�v -J x � �1NZ rb X5.z CONC. O r HED x11 \ x pME SHED 2.0'S 0'9 s•m x LOT O NIO/F I 6,50"� VY DRLOwSLLEVY X-M S �g 3 �� 'ZpNE & NOTES: �4QP e \ \, (o O F o1 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: ecOt'k CONTOUR LINES CU% f�) EXISTING PROPOSED CONTOUR LINES ARE SHOWN THUS ^5 �•ar F.FL. - FIRST FLOOR G.FL. - GARAGE FLOOR T.B. - TOP OF BULKHEAD B.B. - BOTTOM OF BULKHEAD T.W. - TOP OF WALL B.W. - BOTTOM OF WALL 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO164 H ZONE A0: FLOOD DEPTHS OF 1 TO 3 FEET (USUALLY SHEET FLOW ON SLOPING TERRAIN); AVERAGE DEPTHS DETERMINED. FOR AREAS OF ALLUVIAL FAN FLOODING, VELOCI'-IES ALSO DETERMINED. ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. i EXISTING LOT COVERAGE N0V 3 0 2020I , FOR DEC ADJACENT AREA - LEGEND DESCRIPTION AREA Y. LOTCOVERAGE TEST HOLE DATA (TEST HOLE DUG BY NATHAN T. CORWIN III L.S. ON FEBRUARY 28, 2020) HOUSE 1,185 sq. ft. 4.1% O00 PROP. VA OWATS TANK EL. 4.1' O• GARAGE 532 sq. ft. 1.8% TOPSOIL PROP. SANITARY DISTRIBUTION TRENCH 0.5' SHED 53 sq. ft. 0.2X PREPARED IN ACCORDANCE WITH THE MINIMUM BROWN SILTY SAND SM EXISTING BUILDING COVERAGE STANDARDS FOR TITLE SURVEYS AS ESTABLISHED r--r--r--r--•r---r--•r--�--� OUTSIDE SHOWER 20 Sq. ft. 0.1% BY THE L.I.A.L.S. AND APPROVED AND ADOPTED PROP. FUTURE 50' EXPANSION TRENCH EL. 1.5 2 6• DESCRIPTION AREA Y. LOT COVERAGE FOR SUCH USE BY THE NEW YORK STATE LAND -s- � WATER IN BOG (PT) ADECK RBORINCLUDING 1,370 sq. ft. 4.8% .. ,,.�,. 3.6' HOUSE 1,185 sq. ft. 4.1% TITLE ASSOCIATION. y Qo PROP. DISTRIBUTION BOX "�. D.3% WATER IN COARSE SAND (SW) GARAGE 532 sq. ft. 1.8y, CONCRETE APRON 90 sq. ft. Y, SHED 53 s ft. 0.2% BRICK WALKS 320 sq. ft. 1.1X I 9.6' q• a OUTSIDE SHOWER 20 sq. ft. 0.1% WOOD STEPS 225 sq. ft. 0.7% 24'0 COMPONENTS THIS ACCESS ONLY PROPOSED SEPTIC SYSTEM DETAIL DECK INCLUDING 1,370 sq. ft. 4.8X TOTAL 3,795 sq. ft. 17.2% ,• 20'0 HDPE SECURE HEAVY COVER BY P,OLYLDC (NOT TO SCALE) ARBOR 20" STOTAL 3,160 sq. ft. 11.0% PROPOSED LOT COVERAGE F. F SCREEN BY POLYLOC (TYP.) 1 - ti F. F. HOUSE FOR DEC ADJACENT AREA ELEV. 10.2 FINISH GRADE N.Y.S. Lic. No. 50467 FINISHED GRAD 12x 12 POLYLOK D-BOX Eby. B.O' PROPOSED BUILDING COVERAGE DESCRIPTION AREA X LOT COVERAGE ELEV. 8.5' W/ PDB-12 RISER AND ROTO-FLOW 3050-4 LEVELERS DESCRIPTION AREA Y. LOT COVERAGE HOUSE 2,860 Sq. ft. 10.0%. UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin iii -1' MIN. TO THIS SURVEY IS A VIOLATION OF INV. EL. min. PITCH '1/4"/1' HOUSE 2,860 sq. ft. 10.0% PERGOLA 178 s ft. 0.6% EDUCATION LAW. SECTION 7209 OF THE NEW YORK STATE DRAINAGE SYSTEM CALCULATIONS: q an Surveyor 8.0, J I/A OWATSCLEAN TANK r PROPOSED HOUSE ROOF AREA: 2,860 s ft. PERGOLA 178 s ft. 0.6% COPIES OF THIS SURVEY MAP NOT BEARING INV. EL. 7.5 FUJI CLEAN CEN-5 INVERT r� q' q• DECK 1,145 sq. ft. 4.0% TREATMENT SYSTEM INV. EL ELEV. J� BOT. EL. 5.92' 2,860 Sq. ft. X 0.17 = 487 CU. ft. THE LAND SURVEYOR'S INKED SEAL OR 7.3' EMBOSSED SEAL SHALL NOT BE CONSIDERED INVERT g P q 145 sq. ft. 4.0% WOOD STEPS 300 Sq. ft. 1.0% TO BE A VALID TRUE COPY. ELEV. LZ ? 487 cu. ft. 42.2 = 11.5 vertical ft. of 8 dia. leachin ool re uired DECK 1, -- --------_--- PROVIDE (4) 8' dia. X 3' high STORM DRAIN POOLS TOTAL 4,183 s ft. 14.6X CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ----------------- /:'...: q TOTAL 4,483 s ft. 15.6% PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: j q' ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. HIGHEST EXPECTED GROUND WATER IS PREPARED, AND ON HIS BEHALF TO THE F, BOT. EL. 3.1' _i ELEV. 2.0' (HIGH TIDE HOG NECK BAY) TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout 7'-10 3/4'�►{+ 8' 32' GROUND WATER PER TEST HOLE LENDING INSTITUTION LISTED HEREON, AND ELEV. 1.5' TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 -1 A , 2 'S. Q TOTAL LOT AREA = 30,285 sq. ft. O TO REMAIN TEXISTING H O BE ALK o A O VED EX'G HOUSE GROSS AREA = 1,208 sq. ft. y rya> �1 x A EX'G HOUSE LOT COVERAGE = 4% Z m EX'G SHED TO i t.5' % to E DEMOLISHEDM�J �� ryay 14.0' o o IXISTIN WOOD Na BULKH TO REMAI 2 �p0 EX'G 2 STORY GARAGE o . ® 51 y O vyg EXISTING HEDGE TO BE DEMOLISHED �� '$w� p L� TO REMAIN STE x z 10 OCHIM N rn �pt 3' c R � O w 'G 1 STORY HOUSE AND DEC " BE DEMOLISHED.IXISTIN SY EXISTING HEDGE FOUNDATION TO REMAI 25.4• S TO REMAIN EXISTING DRIVEWAY TO REMAIN DOD 00 - - -O --- ------- - - - -- - - - - - - - ar - --- --- - -- ------ - - --- -- - -- -- - - - FyIqTINC WALK DO jO � TO BE REMOVED L AIDN IXISTING TOREM N TO REMAIN C30, ARCHITECTURE PLLC -J S. 7TH AVE 14T IIiX FLOOR I NY NY 10001 EXISTING HEDGE ` vJ EMAIN EXISTING HEDGE TO REMAIN rte. 1 I 1 I_ -, s 31 a 9 g �j �4:J (i No DATE ISSUED/REVISED U I 12/07/2010 ISSUED FOR REVIEW AND APPROVAL Ir0 � AUG 7 2019 - - - 6 � � PROJECT j Sculho.v lu•;n-� 1725 NASSAU POINT RD BOc7rd of I-,�SI�� CUTCHOGUE Q� NEW YORK 11935 EXISTING-DEMOLITION SITE PLAN _ SEAL B SIGNATURE DATE 03221DI9 PROJECT No- 1739 DRAWN BY MF C14ECKED BY- DS SCALE AS NOTED N SHEET No (DEXISTING/DEMOLITION SITE PLAN A-001 .00 SCALE=3/37'=1'-0CAD ME No �3 oFe — i r „ � W A D.2-B's- 2 5. Q 16o O ti 0EXISTING HEDGE o y TOTAL LOT AREA = 30,285 sq. ft. o p y NEW HOUSE GROSS AREA = 2,730 sq. ft. 5 _ m NEW HOUSE LOT COVERAGE = 9% Z �" 6 m ITA* b � a m �{ 43'-0• 3 EXISTIN BULKHEAD �J rn 6.0. 40' EXISTING HEDGE ® 8' z 10 1O �pta PORTION OF STONE DRIVEWAY J TO BE BUILT FOR ACCESS TO NEW Sly HOUSEENTRANCE _ EXISTING HEDGE 4T-W < _. EXISTING DRIVEWAY IT'd• - - - -- �-- — - - - 00 ----NEW_HOUSEAND NEW DECKTO BE - - - - - -- OVER EXISTING,EXTENDED, LOm AND RAISED FOUNDATION" NEW HOUSE DECK TO BE T-0'ABOVE ((( EXISTING GRADE •\ N EXISTING HEDGE !^ C3D ARCHITECTURE PLLC �O a` Y— V� s, 107 7TH AVE - 14TH FLOOR I NY NT 10001 J TING HEDGE f��iN f i� IE •� `� �- EXISTING HEDGE =_�I .Lae.�.am�m.a�.�zu�nc..mnaaacm..o.,,.WK SS ) L., i1^ I � ��1 s •^Q 1`"' / i - -_,� 1 I No DATE ISSUED REVISED 31 yCJ I � I� I IV07/201B ISSUED FOR REVIEW AND APPROVAL 1,0m AUG 7 2019 6 PROJECT 1725 NASSAU POINT RD BDali,Ji 1nI�I,v� CUTCHOGUE Q� NEW YORK 11935 EXISTING-PROPOSED SITE PLAN SEAL 8 SIGNATURE DATE: 0322-2019 PROJECT No• 1739 DRAWN BY MF _ CHECKED BY DS SCALE AS NOTED N SHEET No O EXISTING/PROPOSED SITE PLAN O A-002.00 - CAD ITLE No SCALE=3/37'=1'-0" .oFe W-11" 5 11" 13'11" 12'0 5-0 10'-0 4'-0" TOTALAIIFAS t�F b o C�1 HOUSEGROSSAREA v 137.43SF nzuM2 NOIbE NQ AREA _ - IA64JISF v o 9&91 M2 DECK OPEN AREA 1X42 SF 12674M2 00 cl 00 =' 0 3 F______________ V Z V K C31)ARCHITECTURE PLLC `o 307 71H AVE 141H FLOOR i NY NY 10001 o�irci�+¢mi�ova®n�'"mm®.nmm�.'mm n�'��aa�mm•vc No DATE LSSUEDIREVISED 1 77/07/1018 ISSUED FOR REVIEW N — — - o _ PROJECT 1725 NASSAU POINT RD CUTCHOGUE 1 1� AUG 7 2019 (I� NEW YORK 11935 5-11" 25-5' I 5-6' 10T, 4'-0" s ql --- --_-;-____I EXISTING HOUSE FLOOR PLAN JV'-11" " —^ SEAL B. N 51GATURE DATE- 12.112018 14'-0 �I DRABYO 1 mF CHECKED By 05 SCALE- AS NOTED N SFIE S No O EXISTING HOUSE FLOOR PLAN O D-001 .00 SCALE=1/4"=IT' GAD FU ND- ISOFB 5-0" 101-0" 43'-0" 1 T-4" S'-0' 10-0 N-G' z TOTALARFAS EXISTING FOUNDATION TOBEKEPT.RAISED AND EXTENDED o HOUSE GROSS AREA PROPOSED DECK AND HOUSE ELEVATION TO BE 34r ABOVE EXISTING GRADE c%� v Z72972SF 2536.0 M2 OUTDOOR 1 HOUSE NET AREA ' 291ZSF 2443.44 SF OUTDOOR SHOWER 27.06 M2 227.00 M2 ' DECKOPENAREA F-1 11Z133MSF TVROOM 1$Y- KITCHEN {it 198.T2M2 I 16171 SF 24933 SF El 11 { D 558ElM2 23.16 M2 - I a2 I BEDROOM 10.IOM2 I Ll BATHROOM POWDER p p II I� Ell 111 - I 1 59LBSF 65ADSF O 554 M2LO 6A4 M2 Rf3= - ( BENCH FIREPLACETWO SIDES - f% ► i LOUNGE OUTDOOR 1 AUG 7 2019 - _ I1 f 1 r ------------------- ----- ------ T�` .38 SF I ' fl - - ---- - --------�_ f iL165 = VESTIBULE ''-- __ __ ---"- c o ® 2' 0 9373 SF D _-_----�_ - all M2 --__ ----"- - -'' `� E%3r(1;,fTns,^'; i ----- - -------- --- ---- I OPE14 SPACE --- - - -__ �- - LMNGROOM - - I I 989845E 9196M2 DINING ROOM [E� i C{g" --- Lop OF F AMMON _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — _ _ — — — _ _ — _ _ — — — — — — _ — _ — — _ — — 2T-7318• • � O LOP OF ROOF— — — — — — — — — — — — — — — — — — _ _ — — _ _ _ — — — — — — — — — — — — — — — — — — — — — _ — — 1B_7 3B• ("J 7DP O- — — — — _ _ — — — — — — — — — — — — — .Tt-D' _ O T. _ — _ — - O O • GRADE OFRONT(EAST) ELEVATION SCALE=114'=IT' C-= M ARCHITECTURE PLLCI i►±OPOFADDMON — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a W — — — — — — — — ]07 7TH AVE 14TH FLOOR 1 O - NT NT 10�00w¢wowxuoVcnsxvT�arte,dnmademo ¢ En 'o�iieaNwwe¢t0mna®mam9�mu•maA�,oEwvmaaaaDm•'a «OP OF ROOF _ — — — — _ _ — — — _ — _ — — — — _ _ — _ _ — _ _ — _ — — — — — — No. DATE 7�► _ — — _ _ _ — _ _ _ ME:)/REVISED yg 1 12707/2018 ISSUED FOR REVIEW C1D _ aaoa - _PR � PROJECT :OP OF DOORS _ — _ — — _ — _ _ — — _ — — _ [:,,�) 25 NASSAU POINT RD CUTCHOGUE rf NEW YORK 11935 Eo I AUG 7 2019 Ir IrT FRC NT AND BACK ELEVATIONS S,cso!d Town E - rd ui 7n stee, SEALjSIGNATURE DATE- 12112018 PROJECT No 1739 DRAWN BY MF CHECKED By DS SCALE AS NOTED SHEET No- y 2 BACK(WEST) ELEVATION A-20O;�� CAD RLE No- SCALE=1 o•SCALE=1/4"=IT' 0' 1 TOPOFADDMON — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ♦73-7318' O OTOPOF ROOF — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +1 er_ M n CX) F— A:.7 O 1IV5 N TOP Oy — — — — — — — — — — — — — — — — — — — — — — — — 11'-0' Q CD +1ST1- FLOOR — — — — — — � 3_,rQ O _ 7 1 ti �7 E MOP ��( 1( 1151 AUG 7 2019 `J O SIDE(NORTH) ELEVATION SCALE=114'=IT' i Southold Town i Board of Trustees C3ARCHITECTURE 0TOP OFADDITION — — — — — — — — — — — — — — — — — V+z{-73fir — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 307 ITH AVE _ 11TH 1100, I O NT .10001 � omamiaomaa® mexu®mmm�mnco®n�rm��.�a®on OA—pOF ROOF — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — y 16'-7316' — — — — — — — — — — — — No DATE ISAIED7REVISED 1 12/07/3718 ISSUED FOR REVIEW m CSV PROJECT T, O — — — — — — — — — — — — — — — — — — — — — — — — V•11'-0" 1725 NASSAU POINT RD CUTCHOGUE 4 NEW YORK 11935 En 15.FLOOR - - - - - - - SIDE ELEVATIONS Ham_— — — — — — — — — f _ V 3-O O O C"'> t 7 GRADE SEAL 8SIGNATURE DATE. 12112010 H-D-P PROJECT NO. 1739 DRAWN BY. MF CHECKED BY DS SCALE: ASNOTED SHEE1 No: L - A-201 .00 O SIDE(SOUTH) ELEVATION CAD FILE No SCALE=1/4!'=IT' 80,8 Cantrell, Elizabeth From: Doug McGahan <dougmcgahan@yahoo.com> Sent: Tuesday,January 5, 2021 11:47 AM To: Cantrell, Elizabeth Subject: Granato Attachments: 2021-01-05_114121.pdf,ATT00001.txt Elizabeth, after reviewing the notice that you prepared, I found that I made an error in my project description regarding the dimensions of the new structure. I have revised the enclosed project description with the correct dimensions. Sorry for the mistake. Doug. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1f � ID JAN 5 2021 ��1L�i�lli�(J IG4V!I Qgard of lhsstc:ms 1 D.W. MCGAHAN, LLC RESIDENTIAL DESIGN CONSTRUCTION' AND CUSTOM RENOVATIONS TELEPHONE P.O. BOX 602 (631) 734-6270 CUTCHOGUE, NY 11935 December 30,2020 PROJECT DESCRIPTION,Fabio Granato, 1725 Nassau Point Road,Cutchogue, N.Y.SCTM: 1000-104-13-2 The original plan was to demolish the existing 1337 square foot cottage,leaving the existing foundation and adding on to it.After the Zoning Board of Appeals decision,application#7305,we are now moving the structure back from the water'by 9'in order to have none of the structure located within the VE Flood zone and the entire new structure will be located-entirely within the less risky AO Flood zone, which comprises a majority of the 28,719 square foot lot.The new structure will,now need an entirely -new foundation. The existing 8.3'x 6.3 foot storage shed located 7.5'from the property line will be demolished and removed.The existing 24.2'x 22.2'2 story garage located 8.3'from the property line will be demolished and removed.Theexisting 1337 square foot house and foundation,and decks will be demolished and removed. The proposed new single floor dwelling will have a,poured concrete:crawlspace foundation and wood frame house,with total gross area of 2,859.90 square feet,new wrap around deck with total,of 2,854.64 square feet,front stairs of 198.17 square feet, rear stairs of 136.13 square feet and side,stairs of 45 square feet.The pergola on the rear deck will be of trellis style and is 8'x 19'or 152 square feet.The total new construction represents total lot coverage of 9.5%.The total overall dimensions of the proposed house is 45.4'x 68'.the house will have a wrap around deck and 6x6 wood timber planters,3'- 8"in width outside of the decks to conceal the foundation height,as we.propos6to,raise the house up 2'.The total dimensions of the house with wrap around deck and planters will be 89'-6"x 64'-2.5". The purpose of the project is to create a year round home with larger bedrooms,living room and kitchen as well as a utility room to house the mechanical equipment,which is presently located in the crawl space and gets flooded in major storms.The 28,719 square foot lot is mostly level and is bulkheaded at the water side.The existing house is located 40.5'from the rear yard,setback,which is the high water mark on July 16,2016.The new structure will be located 49..4'from the rear yard setback. �ul E L C" FU ui L JAN 5 2021 --b.W. MCGAHAN, LLQ; RESIDENTIAL DESIGN CONSTRUCTION AND CUSTOM RENOVATIONS TELEPHONE P.O. BOX 602 (631) 734-6270 CUTCHOGUE, NY 11935 December 30,2020 PROJECT DESCRIPTION, Fabio Granato, 1725 Nassau Point Road,Cutchogue, N.Y.SCTM: 1000-104-13-2 The original plan was to demolish the existing 1337 square foot cottage, leaving the existing foundation and adding on to it.After the Zoning Board of Appeals decision,application#7305,we are now moving the structure back from the water by 9'in order to have none of the structure located within the VE Flood zone and the entire new structure will be located entirely within the less risky AO Flood zone, which comprises a majority of the 28,719 square foot lot.The new structure will now need an entirely new foundation. The existing 8.3'x 6.3 foot storage shed located 7.5'from the property line will be demolished and removed.The existing 24.2'x 22.2'2 story garage located 8.3'from the property line-will be demolished and removed.The existing 1337 square foot house and foundation and decks will be demolished and removed. The proposed new single floor dwelling will have a poured concrete crawlspace foundation and wood frame house,with total gross area of 2,859.90 square feet, new wrap around deck with total of 2,854.64 -square feet,front stairs of 198.17 square feet, rear stairs of 136.13 square feet and side stairs of 45 Is quare feet.The pergola on the rear deck will be of trellis style and is 8'x 19'or 152 square feet.The total new construction represents total lot coverage of 9.5%.The total overall dimensions of the proposed house is 45.4'x 30.5'.the house will have a wrap around deck and 6x6 wood timber planters, 3'-8" in width outside of the decks to conceal the foundation height,as we propose to raise the house up 2'.The total dimensions of the house with wrap around deck and planters will be,68'-4"x 64'-2.5". The purpose of the project is to create a year round home with larger bedrooms,living room and kitchen as well as a utility room to house the mechanical equipment,which is presently located in the crawl space and gets flooded in major storms.The 28,719 square foot lot is mostly level and is bulkheaded at the water side.The existing house is located 40.5'from the rear yard setback,.which is the high water mark on July 16,2016.The new structure will be located 49.4'from the rear yard setback. D IE � ` , i ;V E V D EC 3 1 2020 Sout,�Jld ki m Board 0 Trdst:.cs Peter Young,Chairmany Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 ��i0! Telephone(631)765-1889 i:4 Fax(63 1)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held,Wed., October 9, 2019 the following recommendation was made: Moved by John Stein, seconded by Caroline Burghardt, it was RESOLVED to SUPPORT the application of FABIO PASQUALE GRANATO for the renovation of the existing cottage including extension of the existing foundation height and dimensions for extension. Construction of a one-story year-round single-family residence with expanded living area with garage to be removed. Demolish existing structures saving the existing foundation for the dwelling and adding to it. Located: 1725 Nassau Point Rd., Cutchogue. SCTM#104-13-2.4 Inspected by: Caroline Burghardt, James Abbott, John Stein Vote of Council: Ayes: All Motion Carried BOARD MEMBERS ��0v souryo Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Q Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento y��UNT`I,� Southold,NY 11971 RECEIVED http://southoldtownny.gov AM ZONING BOARD OF APPEALS kf'`�' q' 0 TOWN OF SOUTHOLD e4��AUG 2 0 2 2019 • Tel.(631)765-1809•Fax(631)765-9064 �• So holt! Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 15, 2019 ZBA FILE# 7305 NAME OF APPLICANT: Fabio Granato PROPERTY LOCATION: 1725 Nassau Point Road,Cutchogue,NY SCTM#1000-104-13-2.4 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II 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 April 15, 2019 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 under 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 30, 2019. Based upon the information provided on the LWRP Consistency Assessment Form, 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. The LWRP report states that a�portion of the proposed structure is located in a FEMA VE flood zone and a portion of the proposed structure is in a FEMA AO flood zone. The majority of the property is located in an AO flood zone therefore the structure can be moved out of the VE flood zone but cannot be moved out of the AO flood zone. The LWRP report also recommends installing an Advanced IA/OWTS septic system to mitigate environmental impacts. Moving the proposed structure out of the VE flood zone and installing an IA/OWTS septic system will make the proposed structure CONSISTENT to the LWRP. PROPERTY FACTS/DESCRIPTION: The parcel is a non-conforming 28,719 square foot parcel located in an R- 40 zone. The parcel has 117.58 feet of bulkhead frontage along Hog Neck Bay (AKA Little Peconic Bay). The parcel runs 103.15 feet along Nassau Point Road, 318.98 feet on the South side and 271.90 feet on the North side. The parcel is improved with a one-story frame house, a 2-story frame garage, and a frame shed. All is shown on a survey prepared by Nathan Taft Corwin LLS dated July 13,2016. BASIS OF APPLICATION: Request for Variance(s) from Sections 280-124 and the building inspector's March 22, 2019 Notice of Disapproval based on an application to demolish an existing dwelling and construct a new single family dwelling at, 1) located less than the code required minimum rear yard setback of 50 feet; located at 1725 Nassau Point Road,(Adj.to Hog Neck Bay),Cutchogue,NY SCTM No. 1000-113-6-13. l Page 2,August 15,2019 #7305,Granato SCTM No. 1000-104-13-2.4 RELIEF REQUESTED: The applicant requests a variance to construct a new single-family dwelling and an attached wood deck and steps at a non-conforming setback of+/- 40.5 feet from the rear yard property line. (The site plan depicts the proposed setback at 40 feet, 8 inches). The required rear yard setback is 50 feet. ADDITIONAL INFORMATION: Part of the proposed structure is located in a VE flood zone and part of the proposed structure is located in an AO flood zone. The existing dwelling is located+/-40.5 feet from the rear yard line.There is a two-car garage on the property which the applicant proposes to demolish. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 1,2019 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 §267-b(3)(b)(1). Grant of the variance will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties The neighborhood consists of single family water front homes. The majority of the homes in the neighborhood are not located in a high velocity flood zone. To the north of the subject property is a public beach. The dwelling immediately to the south of the subject property has a much greater setback from the high water mark and the rear yard than the proposed new subject dwelling; and the applicant's agent did not submit evidence or examples of prior variances for non-conforming rear yard setbacks along Nassau Point Road that would address the non-conforming character of the neighborhood. The granting of alternative relief will make the proposed dwelling more conforming to code.and more conforming to the character of the neighborhood than granting the relief as requested. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could propose the new dwelling with a code conforming rear yard setback. However, the existing dwelling has a non-conforming rear yard setback and the applicant's agent proposes to raise and re-use the existing foundation for the new dwelling. The alternative relief granted is more conforming to code than the existing dwelling and a portion of the as built foundation can still be used for the new construction. 3. Town Law §267-b(3Nb)(3). The variance for alternative relief for a rear yard setback of 49 feet from the rear yard property line granted herein is not mathematically substantial, representing 2%relief from the code. The majority of the property is located in an AO flood zone and any structure on the property will be located in an AO flood zone. However, the alternative relief for a 49 foot rear yard setback will take the proposed dwelling with deck out of the VE flood zone and place the structure in a less risky AO flood zone. 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 an Advanced IA OWTS septic system as approved by Suffolk County Department of Health. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel and designed the proposed new dwelling after the Zoning 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 alternative relief for a setback of 49 feet from the rear yard property line,is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling with deck Page 3,August 15,2019 #7305, Granato SCTM No 1000-104-13-2.4 while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE 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 Dantes, seconded by Member Lehnert, and duly carried, to DENY as applied for and GRANT ALTERNATIVE RELIEF as follows: The granting of alternative relief for the setback of the single family dwelling and attached wood deck at 49 feet from the rear yard property line. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The proposed rear yard wood deck shall remain uncovered and unenclosed. 2. The existing 8.3 ft. by 6.3 ft.shed located near the northerly property line shall be removed. 3. The applicant shall submit a site plan/ survey stamped by a design professional showing the proposed dwelling with deck located 49 feet from the rear yard property line. 4. No part of the proposed structure may be located in a VE flood zone. 5. The applicant shall install an Advanced W OWTS septic system as approved by the Suffolk County Department of Health. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Before applyingfor a building permit,the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final site plan indicating the setback that conforms to the alternative relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals.' In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. 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 filed 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. Vote of the Board: Ayes: Members Weisman (Chairperson),Dantes,Acampora,Planamento and Lehnert. (5-0) ie Kanes Weisman, Chairperson Approved for filing7 4/2019 DFFoc �l Michael J. Domino, PrE =nt �o�o co Town Hall Annex John M. Bredemeyer, I,,, ..'ice-President o 54375 Route 25 Glenn Goldsmith U' P.O. Box 1179 A Nicholas Krupskiy Southold, NY 11971 Greg Williams �0 , �� Telephone (631) 765-1892 Fax (631) 765-6641 S0UTff0LD TOWN BOARD OF TRUS ICES �.+ AN 2 7 201 TO: SOUTHOLD TOWN BUILDING DEPARTMENT A7 TD_,,T,_� g, RE: VERIFICATION OF BUILDING DEPARTMENT PERMIT REWIRE' ENTS SCTM#: Property Owner Name: GRA-NArO Date Sent to Bldg. Dept: is forwarding the above referenced application for ent's permitting requirements stated below: /I proposed pr G��1� proposed pr, �jp�rj Zoning Bo Irv ° `L part of this ibed under �� L Signature of Reviewer Date 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 P LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: January 14, 2021 Re: LWRP Coastal Consistency Review for FABIO PASQUALE GRANATO SCTM# 1000-104-13-2.4 Douglas McGahan on behalf of FABIO PASQUALE GRANATO requests a Wetland Permit to demolish existing 1,337sq.ft dwelling, decks and foundation; demolish existing 8.3'x6.3' storage shed; and demolish existing 24.2'x22.2' two-story garage; construct new one-story wood frame dwelling with a poured concrete crawlspace foundation, with a total gross area of 2,859.90sq.ft. (45.4'x68'); new wrap around deck with a total of 2,854.64sq.ft, front stairs of 198.17sq.ft., rear stairs of 136.13sq.ft. and side stairs of 45sq.ft.; new 8'x19' (152sq.ft.) trellis style pergola on rear deck; new 6x6 wood timber planters, 3'8" in width outside of the decks to conceal the foundation height as the dwelling is to be raised up 2'; total dimensions of the house with wrap around deck and planters will be 68'4"x 64'2.5" and located 49.4' from the rear yard setback. Located: 1725 Nassau Point Road, Cutchogue. SCTM 1000-104-13-2.4 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP based on the following: 1. On August 15, 2019 the Zoning Board of Appeals granted alternative relief for this action requiring that the proposed structure be located outside of the FEMA VE flood zone and the installation of the I/A OWTS. 2. There is no ability to relocate the proposed structure outside of the FEMA AO flood zone; an area that may experience flood depths of 1 to 3 feet (Figure 1). �,.. ..,. .m._, - ..®. _ V s�a� � w,Vr�s a�i„s1'y„ ', f ✓ 'j /". r �f f�V I '� ur w uiu�"'�Vw �"I�� " Naa u PointOr d C tY"a Y1Q Y � � � �V "" �„ �II'��" I '� r /Y ✓ ✓ / '�r ' � //i��i�� '", ub�. /% Ap �✓ % t U I � // r a r e �WP ri'� / r ✓ r �f } 1 / r' / / rwu r r ✓ r //a �fi/ d /%1"I�rJr� II�VIIb� 011 //�, / r / r,P r r �� , Iil � ��I �' r r •r r r � / rrl�';�G✓/jr(t'�� i' r / "; /r r r' / /"� ^a nY� � VU';W;�/i r r / r F '✓/ r/ii/�f`��r�V '� ✓) r /I 1 r r/ink' .. id 1 r�Nli,��/�W��tl �r q''�� 1(l/%rr //yrl ,+ jYFOv 0 1PCT Ar/NrN';U'AL r CHANCE HANCE F.L��rYr�rr d /,/ , !/�Z1f/!'r?�i"ral /l !�WOVJr� ,,'„Pw,mW�ur„lu?1j u 'W. r �� rr///,';�r (N%/;�✓ it f��f/��r r� /��ii�� ,,,, �/i ,-'„��/�/"��, r °/�� o� ”� j�110 r/)ri�rr I I'J „�n✓/�llir� ;yrF':y/rr�'�i'`i r r�o �G''S a )�/,�"e1�r41J�I� '� l/1>%N; W m >�r r J �d0 �u�Cb��"��!��,��%�Y� I 1�� ,��r ��✓r/ l7��d I� uu � �� y / , .� � D J; 1r l nu r,r4i;r� r,0/r ��1��➢Wr� IJ�VVa” �fti WW1/l�t a,�W�� V ,a�°.�� !I II�n',I ��'" �1� / / ' „�"�, �s F / � .;r, I. rob�%F,!ir/'II/l/r IiYF• .1),,J�r�%�,F W,�%;I�rl/r�Nrf��d/�(o%p�r,/� ,7 ',lay �.' �n r/'a,,. % r w ,w. dr„ i/,i„ /�I„✓/r r� Y;/ W F;l�� b ,Iu �iY�/��P�n r�erA'O'j,�', ,�`t'� .'fir, "�'�`'� t / i�,r r�wr � i,:/r�° �� ,C�n tiaY�r � ✓V� „�V,k�""� ,��a!��'�V �1lre l% C��/xa/�rAC"r,W /d ��, ( ry IVa^z"err I r i s, p" �r ��' 194 V, f,rii W� �n<✓lfi,�' �l�'///�d� W rr(',a�+,' n`w / r N'�' ��J,9�,` "f�"" �'✓ N;W Y ��„��,�"'df� ��/%�r%!/�6 Il`�� tlevf�i//m/�/i W,Wy'N'� fi ,l�Y�'/ ter'' � r r1O� /!i AN w Figure 1. Subject parcel. 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: Damon Hagan, Assistant Town Attorney Michael J.Domino,President rjf S0(/rlyo Town Hall Annex John M.Bredemeyer III,Vice-President '`� l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A. Nicholas Krupski G Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 �boUNTI,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only p� Coastal Erosion Permit Application FLARG F fJ n\� ELL=Wetland Permit Application Administrative Permit Amendment/Transfer/Extension 2019 T/ Received Application: 11?lq Received Fee: $250.00 Southold Town __Completed Application: Board of Trustoes Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: �Coordination:(date sent): 164.4 LWRP Consistency AssesWent F I'm Sent: 77 CAC�Referral Sent: `7,2x1`7 Date of Inspection: f�1.2�021 Receipt of CAC Report: Technical Review: � Public Hearing Held: _ o Resolution: 1 1 Owner(s) Legal Name of Property (as shown on Deed): _EA9110 6M-OAm n Mailing Address: 3 A USx SVTI�' 5t, s C' PPT 'IlA 14:4' 047 lob i-Z Phone Number: _ %j j (A 1 i?b 1 Suffolk County Tax Map Number: 1000 - Property Location: 2-S aN'kS5 Av Pb kv,-y- LS9 3 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): D 17..E G LQ-574 tA Axk" Mailing Address: o �so:c 60'er °L_IJ r\-K.Lk s Q c;;r'Z_E t11 LVI 4I Phone Number: 5- 'A'+C 3 G 4n 1 `f Board of Trustees Apr nation GENERAL DATA Land Area(in square feet): Z?J 4l Area Zoning: JRg0 Previous use of property: Intended use of property: 5Ct&LG- f*tAksm. -t0&Jc45 Covenants and Restrictions on property? Yes V' No If"Yes", please provide a copy. ZYes Will this project require a Building Permit as per Town Code? 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? 4/Yes No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure (s) on property have a valid Certificate of Occupancy? v'/Yes No Prior permits/approvals for site improvements: Agency Date 13 Xlksn l t--O� • 3 v'c�Q- `Z e I sol I 5H No prior permits/approvals for site improvements. / Has any permit/approval ever been revoked or suspended by a governmental agency? i/ No Yes If yes, provide explanation: Project Description (use attachments if necessary): b4 l v-e&r G5 1 2,6 04M/ Board of Trustees Apr " cation WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: e�re&ke c )e r eeS1 VieP Area of wetlands on lot: square feet Percent coverage of lot: q % Closest distance between nearest existing structure and upland edge of wetlands: S S l feet Closest distance between nearest proposed structure and upland edge of wetlands: 95% 1 feet Does the project involve excavation or filling? No 1/ Yes If yes,how much material will be excavated? I,00 cubic yards How much material will be filled? JK cubic yards Depth of which material will be removed or deposited: 3 feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: iE?rcrvik„E 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): `4JOWU 617.20 Appendix B Short Environmental Assessment Form Instructions for CompletinjZ Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: 4 P_)q- Project Location(describe,and attach a location map): Brief Description of Proposed Action: r W� r%bc- , ter~ , DKQIsA tt�c i, - t- V s �t WsSft 5t_)VAee;- e; Name of Applicant or Sponsor- Telephone: �3 l LK_ y TG ov(Qt� t-� t� v E-Mail: Address: City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? 1:1If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: �?—%UDt� �p� JJ -0 -c-, C, • ❑ 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? r acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? ,<7 Z acres 4. Check all land uses that occur on,adjoining and near the proposed action. F-1 Urban mural(non-agriculture) ❑Industrial ❑Commercial El Residential(suburban) ❑Forest ❑Agriculture El 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? ❑ ❑ b.Consistent with the adopted comprehensive plan? ❑ � ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ Er 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: Rr ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES R ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ® ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? Er ❑ 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: ❑ Er 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: VWS"'M$I_�3p -�„� ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? Rr ❑ b.Is the proposed action located in an archeological sensitive area? ❑ ffr 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Id ify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: Shoreline El Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? � ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, , a.Will storm water discharges flow to adjacent properties? ®NO ❑YES ❑ b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO E�`YES Page 2 of 4 18 Does the proposed action include construction or other activities that result in th ... ..... p p p YES e impoundment of NO water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose Poe a snd size: .... ___ ____ .�.... .. . .. .. .. . 19.Has the site of the proposed action or an adjoining property been the location of an active or closed .S NO YES solid waste management facility? If Yes,describe:,.-_-__ _.... _ ...... 20.Has the site of the proposed action or an adjoining roe been the subject of _ p p � g pWW p rty ��mmmmmm remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe I AFFIRM THAT THE INFORMATION PROVIDED ABOVEISTRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE t/s onsor n, �i c: t f� Date: Applican p .._ r Signature: .. ..-----___ Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the,following questions in Part 2 using the information contained in Part 1 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 regulations?illitp posed action create a material al conflict with an adopted land use plan or zoning _ 2 Will the proposed action result in a change in the use or intensity of use of land? Will e proposed action impair the character or quality of the existing community. 11 0 ..4 Will the proposed se a Critical Environmental Area(CEA)mentalcharacteristics � ac.�. a p p characteristics that caused the esta .......W.................................... .. . . _ _...___. .,............ ........_..... ..... _ ... 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 r available _. t.. . .. n.... . �_. proposed action cause an increase in the use of energy and it fails to incorporate ,�'" _reasonably 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 lthe proposed action impair character or quality of important historic,ric,archaeological, or aesthetic resources? 9 w ill the propose actio er,eas result ii in adverse change to natural resources(e.g.,wetlands, g quality, ora and fauna)? ' Page 3 of 4 ........ ... No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will thero osed action create a hazard to environmental .. p p 1 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 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency detennined 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. E Check this box if you nes based the information taand analysis ic umentation, that the proposdactoaysult in one or more oentallYlar e osignifisignificant adverse impacts and an environmental impact statement is required. LIAIII 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. Town of Southold-Board of Trustees l a Name of Lead Agency Date r�6 IPresident ..... Print or e Nf��,�o��,ibl Officer m Lead Agency Title of Responsible Officer 7 w Y� ame - signature twC Responsikrtle Off"wer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustees ApI cation AUTHORIZATION ()Mhere the applicant is not the owner) I/We, F�rocc> owners of the property identified as SCTM# 1000-_ in the town of Cv TL V��C,GVq5- New York,hereby authorizes Dot.& ,,,k—) VA 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. perty Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS DAY OF ,20l MICHAELYO121® Notary Public,State of New York No 01Y06260718 fled in Nassau County otary Public Commission Expires April 30,2020 APPLICAI+T/AGENT//RE4 PR ESE4NTATIVE TRA.NSACTIONAI,DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: �rkq NQ &1?- StJkPQ t Dzo( as (Last name,first name,jpiddle initial,unless you are applyingin the name of G 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 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 F/ 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%of the shares of the corporate stock of the,appligmt (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of 20_ Signature Print Name Form TS 1 Board of Trustees Aly, _cation AFFIDAVIT .w 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 TRIS 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. gnature of Proper Signature of Property Owner Q SW RN TO BEFORE ME THIS � DAY OF , 20 l 1 lV&8CHACL YORIO Notary Public,State of New York No 01Y06260718 RU � espn3012ComssionEoA020N tar Public �.z Glenn Goldsmith,President o� FFot'�-�o Town Hall Annex A.Nicholas Krupski,Vice President ,�� Gym 54375 Route 25 John M.Bredemeyer III � P.O.Box 1179 Ze Michael J.Domino 0 Southold,NY 11971 Greg Williams ' '1' p! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 5, 2021 Douglas McGahan P.O. Box 602 Cutchogue, NY 11935 Re: Board of Trustees Application of Fabio Pasquale Granato 1725 Nassau Point Road, Cutchogue SCTM# 1000-104-13-2.4 To Whom,It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Order 202.1, this application is now scheduled to be heard by the Southold Town Board of Trustees, via videoconferencing on Wednesday, January 20, 2021 beginning at,5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Also enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. ery Truly Yours, 4L 44�.�X Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President '�" Q� '�C' Town Hall Annex Michael J.Domino ,�� y� 54375 Route 25 John M.Bredemeyer III y P.O.Box 1179 A.Nicholas Krupski 0 t�� Southold,NY 11971 Greg Williams ?' pl r? Telephone(631)765-1892 Fax(631)765-6641 r BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS. WEDNESDAY, JANUARY 20, 2021 5:OOPM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, January 20, 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platform. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.southold.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldiownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 923 8675 3943 Password: 646408 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownnV.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche", go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are.listed by name in alphabetical order. Click on the name of the application to view the file. Glenn Goldsmith,President Town Hall Annex Michael J.Domino ¢�� G�� 54375 Route 25 John M.Bredemeyer III o a P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BE ADVISED — AS PER CHAPTER 55 NOTICE OF PUBLIC HEARINGS Failure to submit the following originals to'this office by or no later'than 12:OOPM the day prior to the scheduled Public Hearing for your application will result in a postponement of said application. This office WILL NOT contact you to request said information: • All original white & green certified return receipt mail receipts stamped by U.S.P.S. • Completed original Proof of Mailing Form, Failure to submit the following originals to this office by or no later than 12:OOPM the day of the scheduled Public Hearing for your application will result in-.a postponement of said application: • Original Affidavit of Posting form — DO NOT COMPLETE SAID FORM UNTIL THE GREEN SIGN HAS BEEN IN PLACE ON THE PROPERTY FOR AT LEAST SEVEN (7) FULL DAYS. Sign the form on the eighth day that the green notice of hearing sign has been up on said premises. All green signature cards related to said application that were returned to your office should be either dropped off in our "Trustee drop box" or mailed into our office whenever they are received. ' These cards are not required prior to the Public Hearing, unless specifically requested for by this office. This specific requirement is subject to change.' ' 1 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS - A Name: e 10y 13 a,3 /QY,� • t�f ec►.s e. Con 7�c-� fLie.,T�,n � . ASSeSS c3fs �y''�t � re?uesf ctnd MICU I I n01 CJ0(rPs,5-ej ; - bx /My teat-6f- 'STATE ORNEW YORK. . COUNTY residing at being duly sworn, deposes and says that on the day of , 20_,_L,-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 there 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 ,that said Notices were mailed to each of said persons by CERTIFIED MAWRETURN RECEIPT. Sworn to before me this Day of , 20 Notary Public Glenn Goldsmith,President Town Hall Annex ss 4G 'A.Nicholas Krupski,Vice President 4�� 54375 Route 25 John M.Bredemeyer III co P.O.Box 1179 Michael J.Domino Southold,NY 11971 Greg Williams 4A C 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 FABIO PASQUALE GRANATO ' COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM_UNTIL AFTER POSTING REMAINS INPLA CE-FOR AT LEAST-SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE I, Doffs LkS Vk'-C,2,t j ., residing at/dba l F Z.) G'v i7 c+-b a L being duly sworn, depose and say: That on the tj day of,-,:CQ— , 20�-(, I personally posted the property known as by placing the Board of Trustees official noticing poster 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 20, 2021. Dated: (signature) Sworn to before efore me this z6 day o -20 LYNDSEY BARKER NOTARY PUBLIC,STATE OF NEW YORK Notary Pub is `�' No.OIBA6156676 Qualified in Suffolk County Commission Expires November 27,20/)0,,, 1:1 ► l� F� �� ' t� 4' W. �' ,♦ .� 1 r�,"►y7 t ilii ,_ ' bio Pasquale 1725 Nassau Point Road, 000 i_-12-21 1- an 7t r 'fir� � r '. r r„,.. . S � '. sT � s � -. �'.. • r,' / .1 -. r it s. ..�f 3';.-w`'�t a - �,s. �` _ Y i �•1 2- 1i� � a�: r . '^ _f!•/ •Y rr S.." •ji � r?u'1 F C^ � �.1F y�'' \`, y _ t c Y F�. -�.� 'L r _ �:� . �`• .1 � 'Y /.•�: �% . �r j... .t ;a y �•�y,,�.R'K.-� z (r' � '� * �� .' A Y.`� r R. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: ` Address: Polo Pismu cC*tjm (3S6 NWV STATE OF NEW YORK, ---COUNTY_OF SUFFOLK. ;residing at (n, J 2 t being duly sworn,deposes and says that on the day of 20_q, 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 there 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 OV that said Notices were mailed to each of said persons by CERTIFIED MAIL/RET RN CEIPT. Sworn to before me this / Day of 20 02( o ublic LYNDSEY BARKER NOTARY PUBLIC,STATE OF NEW YORK No. 01 BA6156676 ^ ' Qualified in Suffolk County nd_ Commission Expires November 27,20_ :�{hY[' � M-�MI NO d 9 M � E r`.sy�x}..a;�Gx tX' `r•k$. � '"%,'�r�Pi:a'>G•".I��•-- ��\:JL'�LI� fLl Q. ° ° ° ru , I�U�e 4 Ura f CI77 t i Q, G °- O(M j -I Ln �' 1 ��d O Certified Mail Fee rr Jt �+3.5 "193"\3 Ati I O Certified Mall Fee 53 rc Extra Services&Fees(checkbox,add fee a p tel �' /.. 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M -CX-- -1! `!p_ _ k-"= � �Y-1 Ct City,Sy3te,ZIP+4as - -- -- -- --------------------------------------------- � tr------ - - - - ---- (� ee o r P J ` ' SENDER' COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVEf?y ■ Complete items 1,2,and 3. A. Si atur ■ Print your name and address on the reverse ❑Agent so that we can return the card to you. Addressee ■ Attach this card to the back of the mailpiece, B. Received by teo Name)t C. Dat of D (very or on the front if space permits. V 1. Article Addressed to: r O D. Is delivery address different fro item 17 Yes If YES,enter delivery address slow: ❑No •� eoc 1ti� SP �y za1d II IIIIII fill lil I III I III I III I�I III I I I III II III 3.❑Adult Signature e ❑RegisterMall ed Mail- 9590 ❑Aeult Signature Restricted Delivery ❑Registered Mall Restricted 9590 9402 6351 0296 2680 17 ertified Mail® D��I�ry 11 Certified Mail Restricted Delivery "Signature ConftnnationTM ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery- Restricted Delivery i 7018 3090 0000 4705 9230 Jail ail Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return-Receipt i 1 1 r F NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees via the online Zoom platform. OWNER(S) OF RECORD: FABIO PASQUALE GRANATO SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing 1,337sq.ft dwelling, decks and foundation; demolish existing 8.3'x6.3' storage shed; and demolish existing 24.2'x22.2' two-story garage; construct new one-story wood frame dwelling with a poured concrete crawlspace foundation, with a total gross area of 2,859.90sq.ft. (45.4'x68'); new wrap around deck with a total of 2,854.64sq.ft, front stairs of 198.17sq.ft., rear stairs of 136.13sq.ft. and side stairs of 45sq.ft.; new 8'x19' (152sq.ft.) trellis style pergola on rear deck; new 6x6 wood timber planters, 3'8" in, width outside of the decks to conceal the foundation height as the dwelling into be raised up 2'; total dimensions®f the house with wrap around deck and planters will be 68'4"x64'2.5" and located 49.4' from the rear yard setback. Located: 1725 Nassau Point Road, Cutchogue. SCTM$ 1000-104-13-2.4 TIME & ®ATE OF PUBLIC HEARING: Wednesday, January 20, 2021 — at or about 5:30P.M. — To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoIdtownny.gov At the bottom of the picture on-the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click.on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- 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# (OLkPROJECT NAME NAME T The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. IT Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit, approval,license,certification: Nature and extent of action: 1ytt5L+ 10(-41�51t �C5 Tim iccni fig' 21 e�,t� Ih-i)� Location of action: \-�25- �,rh 5 V.r eQLt'.cyt'rn C.,J�t 4 Site acreage: Present land use: j��&tom FA-04 clam, Ren DeNe."T, Present zoning classification: 0 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: P-CP— L,?6 m t-4 -"&k'J (b) Mailing address: .fl. 3U�c &Cry (c) Telephone number: Area Code (d) Application number,if any: NI A 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? 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 LVV" Section III-Policies; Page 2 for evaluation criteria. ❑Yes [Z?"'No Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVW Section III-Policies Pages 3 through 6 for evaluation criteria ❑ Yes �No ❑ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section I—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 ies Pages 8 through 16 for evaluation criteria ❑ Yes No ❑ Not Applicable Attach additional sheets if necessary Policy 5. Protect and'improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ZfNo ❑Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. t • Yes No L,,U Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality',in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [?/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 u 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. ❑ Ye&No❑ Not Applicable Attach additional sheets if necessary WORKING COAST PVi,ICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locat'ons. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes No ❑ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes 1� 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. ❑ Yes E4 No❑ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes �No ❑ Not Applicable PREPARED BYe4ik-t,1tUU TITLE k6 DATE ��