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HomeMy WebLinkAboutHowley, Christine . ......... BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 8939 Apo DATE: JANUARY 18, 201 ISSUED"FO' CHRISTINE HOWLEY PROPERTY ADDRESS: 320 SAILOR'S NEEDLE ROAD, MATTITUCK "-p SCTM# 1000-144-5-29.3 UTHORIZATION 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 JanuM 18,2017,and i in consideration of application fee in the sum of$250.00 paid by Christine Howley 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 two-story dwelling; construct new two-story,single family 4,995.10 sq.ft.total footprint dwelling which includes-a 671.70 sq.ft.attached garage,a 83.6 kq.ft.front roofed-over porch, 1,116.70 saft of�seaward side first floor decks,and 908.5 sa.ft. R seaward side second-floor decks;with the condition to establish and perpetually maintain a 12' wide non-turf buffer running along the landward edge of wetlands; and as depicted on the revised site plan prepared by Richard Boyd,Architect,dated January 24,2017,and stamped approved on February 13,2017. 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 this date. fly— C2 %;55 < Z-R., Michael J.Domino,President �QF SOT, Town Hall Annex O John M.Bre`demeyer III,Vice-President ,`O l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A. Nicholas Krupski N G Q Telephone(631) 765-1892 Greg Williams O �� Fax(631) 765-6641 'y'rcou BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 12, 2018 Richard Boyd, R.A. 206 Richmond Avenue Massapequa, NY 11758 RE: CHRISTINE HOWLEY 320 SAILOR'S NEEDLE ROAD, MATTITUCK SCTM# 1000-144-5-29.3 Dear Mr. Boyd: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, December 12, 2018: RESOLVED that the Southold Town Board of Trustees grants a One-Year Extension to Wetland Permit #8939, as issued on January 18, 2017, and Amended on August 16, 2017. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Michael J. Domino President, Board of Trustees MJD:dd 5-4 71-7t' l I R pe7-t-4 t-r- -Or : S9 3q , s TftFi je5T--9rv*.csf ti eq -14r- '2-.7,0 S;A c c.cA -1::).ere,&ADD, S�T�� �, � �� —� �¢– S – fit• � . rT25 Michael J. Domin side O�QSVFFo( -r Town Hall Annex John M. Bredemeyer II1,Vice-President y54375 Route 25 Glenn Goldsmith y = P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams 'y p! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: t 1;1 S Completed in field by: Richard Boyd, R.A. on behalf of CHRISTINE HOWLEY requests a One-Year Extension to Wetland Permit #8939, as issued on January 18, 2017, and Amended on August 16, 2017. Located: 320 Sailor's Needle Road, Mattituck. SCTM# 1000-144-5-29.3 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 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 Notice of Hearing Card Posted: Y / N Ch. 275 V Ch. 111 SEQRA Type: 1 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: 4-o X,,,x te�_� A��—7.en aA.A_� I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer -� M. Domino -/G. Goldsmith N. Krupski G. Williams Other Michael J.Domino,President �� SO&PLO Town Hall Annex John M.Bredemeyer III,Vice-President �O l® 54375 Route 25 P.O. Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith G S O Telephone (631) 765-1892 A.Nicholas KrupskiO a Fax(631) 765-6641 1��0UNTY,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 16, 2017 Richard Boyd, R.A. 206 Richmond Avenue Massapequa, NY 11758 RE: CHRISTINE HOWLEY 320 SAILOR'S NEEDLE ROAD, MATTITUCK SCTM# 1000-144-5-29.3 Dear Mr. Boyd: The following action was taken by the Southold Town Board of Trustees at their;Regular Meeting held on Wednesday, August 16, 2017: 6; RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#8939 to reduce the size of the proposed dwelling to now consist of a 2,532.20sq.ft. two-story dwelling; a 692.65sq.ft. attached garage; 1,059.50sq.ft. of porches, first floor, and second floor decks for a total lot coverage of 4,284.35sq.ft.; structures to be constructed no further seaward than originally proposed; and as depicted on the site plan prepared by Richard Boyd, Architect, last dated June 28, 2017, and stamped approved on August 16, 2017. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Michael J. Domino President, Board of Trustees MJD/dd NAILING 50HEDULE AND DETAILS FOR STRAPINO MEMBERS HOOD FRAME CONSTRUCTION MANUAL - 2001 EDITION FOLLOW HIND DE516N 110 MPH REQUIREMENTS J Pneve�vr r�� 3 iM � I t PE516N OALGULATIONS « 8501.2.2.2.1 keler 8 OF MATERIALS Q ' AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF FOR ROOFS/0EILIN6 A55EM5LIES OR 10 P5F FOR 0 *� a4`40 ' E � '� � 'n� FLOOR ASSEMBLIES EXCEPT AS FURTHER LIMITED BY SECTION R501.2.2 DEAD LOADS FOR A �2 WALLS ABOVE GRADE SHALL NOT EXCEED: I. FIFTEEN PSF FOR EXTERIOR L16HT-FRAME WOOD WALLS. _ 2. FOURTEEN PSF FOR EXTERIOR LIcSHT-FRAME GOLD-FORMED STEEL WALLS. 5. TEN PSP POR INTERIOR L16HT FRAME W0017 WALLS. 4. FIVE PSF FOR INTERIOR LIGHT FRAME GOLD-FORMED STEEL WALLS. r✓-. E:IcSHTY PSF POR 8-INCH-THICK MASONRY YVALLS. 6. E:IcSHTY-FIVE PSF POR b-INCH-THICK CONCRETE WALLS. �-- 'j�' - CS�\\ ��O\ 1 \ PROPERLY 1NSTAL. ED .��'RAW. BALE EXCEPTION:ROOF/GEILIN6 DEAD LOADS NOT EXCEEDINS 25 PSF SHALL BE \�r�q r 1' 'r'- F'�T6� R�I'`a�� �, -�r s� RMP (CROSS SECTION). PERMITTED PROVIDED THE WALL BRAGINS AMOUNTS IN CHAPTER b ARE '�, ,EXISTING D INCREASED IN AGGORDANGE WITH TABLE R301.2.�.�.1. T- ���� 1 �_ A.'.EXCAVATE. T'HE TRENCH. \ c1 :2. PLACE'AND STAKE STRAW BAL!_5. MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS Ii i i E PA bER K' 1 w R� i' �2\. n�r9 (TABLE 8301.5) IN POUNDS PER SQUARE FOOT RNE Y `\ / 11.4 31AIX USE LIVE LOAD ® I— I I FRONT Y . 5ETBK, TWO GAR (�/ w GARAGE ATTICS WITH LIMITED STORAGE 6,H 20 PSF `�'� LIElC5T6, �gVE1 FL.EL.= 105 �Sp 1 ATTICS WITHOUT STORAGE 10 PSF 'I I �r'`� NO � 41* DECKS E 40 PSF CRAVEL 10 x �' S EXTERIOR BALCONIES 60 PSF I .22 7' ;�\ I . �'9 LANDSGAP,N6 � y� � �J2.`?02 lrs �•° FIRST ESCAPES 40 P5F ,� xSTG i �''�+Il ' WrtOp D }f�=,110'D A HM DWELLS NG GUARDRAILS AND HANDRAILS 200 PSI `, `! /� p�� f, ��• S ����� GUARDRAILS IN-FILL COMPONENTS F 50 PSI SRO 4�p +% �QQ \C'). G 1,\' PASSENGER VEHICLE GARAGES A 5o PSF A NT Yp `�� \. 0 ' .�Q �� � , , .�- ROOMS OTHER THAN SLEEPING ROOMS 40 P5F LL vED / ' y 'L SLEEPING ROOMS 3o PSF O'_ L►tE OF Ex5r6. , y lQ y�l STAIRS 40 PSF _� �'� �s� s,� \ �S` '`"..�"` f4 - > Q S. WEDGE51 STRAW t�ETwYEEI4 SALes +t. .=CAVATED g€41L COMPACT THE FOR 51: 1 POUND PER SQUARE FOOT=0.04'7q KWM21 50 INCH-645 MM?1 POUND-4.45 N. - _T' !� \ \\ �3d51Y LCC7 A.ELEVATED 6ARAvrE FLOORS SHALL. BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD S(p / _ } s� ,CO \�� APPLIED OVER A 20-50UARE-INCH AREA. Rpt, o�< / - - �' �,� \ �` ��� aCONSTRUCTION U E ms T F+ABALE', BARRIER S. APPLIES TO ATTIC, SPACES MEETING THE REQUIREMENTS IN SECTION 8802.4.1 FOR T \ �(„0 0 . . . . CONVENTIONAL CEILING JOISTS AND SECTION 8802.10? FOR TRU55E5.ATTICS WITHOUT 1 / ( I \' �� f STORAGE ARE TH05E WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN J015T5 AND RAFTER 15 / / S�I)• \ \ \ �� 1 `i\ 3 LESS THAN 42 INCHES,OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRU55E5 WITH Q THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42 INCH HIGH I FSXSTG.I B LINE6. ELLlft9 i2� G `� BY 2 FEET WIDE,OR GREATER,LOCATED WITHIN THE PLANE OF THE TRUSS. FOR ATTICS ��E�U BE �\ WITHOUT STORAGE,THI5 LIVE LOAD NEED NOT BE ASSUMED TO ACT WWURRI N LY WITH ANY C;)_rHr=_1¢ LME= L-�AID fR GtlJl1¢E=ME=NTS. �` /�`��/ �, � ��t.� �i \ �'I ��• '\p� ` G. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE amrm ,Mu ----fit LOAD ORA %too POUND CONCENTRATED LOAD ACTING OVER AN AREA OFA 4 SQUARE / �1 ��/ t� /> oO -� C _ INCHES, WHICHEVER PRODtiJGES THE i5REATER 5TRE55E5 D.A SINGLE CONCENTRATED LOAD APPLIED IN AND DIRECTION AT ANY POINT ALONG THE TOP. / ♦ / \ A 0 \ Cj E. SEE SECTION 8502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS ` ' 'Q �'O e `�' �� Q R \ F.GUARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL),BALUSTERS AND PANEL (� may, ni LEECHING -NU `(O \ Leval Contour "J tom\ ry \ N �O 50LIDGO�R(� TOTAL \ R \ No Slope FILLERS SHALL BE DE516NED TO WITHSTAND A HORIZONTAL APPLIED NORMAL LOAD OF J o 31110 �/ t M \ 5'HIEN-IO F001 RNS MM1�,nD. O 50 POUNDS ON AN AREA EQUAL TO 15GtIJARE FOOT.THIS LOAD NEED NOT BE ASSUMED TO s���' �3 O .►- SAND t LON P AT PEwt�rD _ ACT CONCURRENTLY WITH WITH ANY OTHER LIVE LOAD REQUIREMENT. y 8S �D DRPIt�GE RMC'• =H1=111=111_ i , .S.APPLIES TO ATTIC 5PACE5 NOT MEETING THE REQUIREMENTS FOR STORAGE PER FOOTNOTE Oil �' i � � '� b DU1h9N / 3' 6N om.ELON Rl*. �j� 51 B. SEE SECTION 8802.4.2 FOR CONVENTIONAL GEILIN6 JOISTS AND 5ECTION „`� R802.10.6 FOR TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED WITH / `' �'r `�-�� / `'G�• r r #1l l l 1= TRUSSES,THIS LIVE LOAD NEED ONLY W APPLIED TO THOSE PORTIONS OF THE BOTTOM ELEVATi4N : CHORD OF NOTESS THAN TWO ADJACENT TRUSSES WITH THE SAME 1"E5 CONFIGURATION CONTAINING A RECTANGLE 42 INCHES HIGH OR GREATER BY 2 FEET WIDE 1tl ifs OR GREATER L.OGATED WITHIN THE PLANE OF THE TRUSS. THE RECTANGLE SHALL / ♦ �' / FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM OF ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING GRITE'RIA 15 MET: y ING T I.THE ATTIC AREA 15 ACCESSIBLE BY A PULL-DOWN STAIRWAY OR FRAMED OPENIN o NOTE: EROSION CONTROL WILL BE PROVIDED BY HAYBALES AND SILT SCREENING ,4GGOR»ANG� YVI-ir#-f SE:GTION 8o-I.I; ANn �' AROUND THE AREA OF,CON5TRUGTIOK"STORM WATER TO BE MAINTAINED ON SITE. Flat Slope in Front aFBarrier -.--� 2. THE TRU5S SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. H.ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM COO' \ L H\/E: LOAi� SPEC I P I EIC �oR sLE:E:P I 1 16 tzoot�ts ZONE: RE51DENTIAL R-40 ` �% �'S v �C� O� LOT AREA: 2q,482.00 5F ?• S �j� �� t6" Minimum FLOW � � ` � �' 1 I•N=111 111111=;1#l= WINDOW ECRE55 SCHEDULE (ALL SLEEPING ROOMS) BUILDING •o II O, � � •=III.'. .,:_Lilt= = III RI=GtUIRED GL.EAR OPENING -A LOT COVERAGE ALLOWABLE: 5 ,46.40 5F 20.00 % �,`� `` I I l-1 = ,, - \ 6 AS A 5EGON0 MEANS OF EGRESS LOT COVERAGE EX5T6. BLDG.: Z 820.7b15F of.57 % Sfi �,� �J .0� 16' Minimum ' Min. IMPERVIOUS - EXSTG. DRIVEWAY: 1,026.51 SF 3.45 % �ti 0� olij� 111 = `�.� I I►`I►I FIRST 5.0 5Q FT MINIMUM 0 IMPERVIOUS - EX5TG, PAVED: 2,155.52 5F 7.51 SECOND 5:7 SQ FT MINIMUM\ '� - ONE STORY AREA IMPERVIOUS - EX5TG. TOTAL: 6,003.Oq 5F 20.36 96 `� � .0 SECTION I. PROVIDED IS AT LEAST(U WINDOW(OR DOOR) IN EACH HABITAL SPACE - TWO STORY AREA LOT COYER. PROP. - HABITABLE: 2,532.20 5F 5.501 % , FOR EMERGENCY ESCAPE IN CANFORMANGE WITH N.Y.S. GODS SECTION R510 - GARAGE AREA LOT DOVER. PROPOSED - GARAGE 612.65 5F 2.35 % MIN OPENING OF 5'1' 5Q FT(5 O 50 FT AT GRADE LEVEL WHEN GRADE TO SILL ® LOT COVER.PROP05ED-R0.PORCHES: 1,05q.50 5F 5.5q % 15 LESS THAN 44" OR LE55 W/MINIMUM NET HEIGHT 24 AND MINIMUM NET ® - ROOFED-OVER PORCH LOT COVER.PROP05ED-OVERHANGS: 4012,31.511.617 % WIDTH OF 20' ((OPERATION W/O NEED FOR TOOLS) BOTTOM OF OPENING B 44" MAXIMUM A.F.F. - SECOND FLOOR DECK LOT COVER. PROP05ED - TOTAL: 4,776.12 SF 16.20 96' 2. ALL WINDOWS MUST BE ANDERSEN "LOW E" OR APPROVED EQUAL i N I! I I I l I 1 I(I LANDSCAPING �p t _ Trench to be STRUCTURAL MEMBERS wra Geotext;le = {11 I i i and backfilled ALLOWABLE DEFLECTION OF DRIVEWAY IMPERVIOUS SURFACE: 54212-SF 2.56 95 P �� "'i I I 1!( - eom acted (TABLE R'301"f) WALKWAY IMPERVIOUS SURFACE: 185.012 5F 0.63 % \� around Stakes p � n seFore Driving = l 1 I }l I - STRUCTURAL MEMBER ALLOWABLE DEFLECTION IMPERVIOUS SURFACE - TOTAL: 1,025.04 SF 3.41 % !� BUILDING 8 LAND50APING RAFTERS HAVING SLOPES GREATER THAN 3/12 L/I80 TOTAL IMPERVIOUS 5URFAGE: 5,804.16 5F I ci bcl WITH NO FINISHED CEILING ATTACHED TO RAFTERS O FRONT YD. SETBACK EXSTG.: Joining 22.70 FEET / Sections Fence Posts--the length shall be n minimum of 32 inches.Wood INTERIOR WALLS AND PARTITIONS HA60 FRONT YD.PROPOSED-BLDG: 40.00 FEET 40.00 FOOT MINIMUM of Silt Fence. Posts shall be 2-by-2 inches hardwood of sound quality,The maximum spacing between posts shall be 10 ft. FLOORS AND PLASTERED CEILING5 L/560 51DE W.SETBAGK EX5TG.: 36.00 FEET 15.00 FOOT MINIMUM AREAS: ORI NAL AREAS DIMENSIONS: Silt Fence Fabric shall be ODtDT.Type C Geotextile Fabric . SIDE YD.5ETBK.PROPOSED: 23.01 FEET ' ALL OTHER 5TRUGTURAL MEMBERS L/240 F I R5T FLOOR: 2,532.20 5F CHAN6E5 AFTER RELOCATION AND ALTERATION OF PROP05ED HOUSE SIDE YD.A66RE6ATE EX5TG.: q1q.50 FEETSECOND FLOOR: 1,725.73 5F 35.00 FOOT MINIMUM ORIGINAL AMENDED A AMENDED B TOTAL CHANSE EXTERIOR WALLS WITH PLATER OR STUGGO FINISH H/560 51DE YD.A66REOATE PROP05ED: 45.77 FEET Ist FLOOR PORCH TOTAL: 1,05q.50 5F LOT COVER.PROP.-HABITABLE: 3,4841.10 5F(11.54 90) - 3,123.10 5F = 366.80 SF LE55 -2,532.20 5F= 5g0.gO 517 LE55 = 151.10 5F LE55 Ist FLOOR PORCH FRONT: 31.20 5F LOT COVER PROP05ED-6ARACE 660.40 5F ( 2.31 90) - 611.10 5F = 8,70 5F LE55 - 612.65 5F= 20.415 5F MORE = 12.25 5FE09 EXTERIOR KA%LLS-WIND L0Ave WITH BRITTLE FINISHES L/240 REAR YD.SETBACK EX5TG.: 51.10 FEET Ist FLOOR PORCH REAR: 1,020.30 5F REAR YD.PROP05ED- BLDG.: 51.10 FEET 50DO FOOT MINIMUM 2nd FLOOR DEGK5: 51ci.62 5F LOT COVER PROP05ED-R.O./PORCHES: 1,406.10 SF( 4.17 %) - 1,200.30 5F = 206.60 5F LE55 - 1,0561.50 5F= 140.80 5F LE55 = 341.40 5F LE55 EXTERIOR WALLS-WIND L.OAce WITH FLEXIBLE FINISHES LA20 REAR YD,PROPOSED-RO PORCH: 57.gO FEET GARAGE bg2.65 517 LOT COVER PROP05ED-TOTAL: 5,511.20 5F 18 012 % - 4,41510 5F = 552.10 5F LESS -4,2a4.55 5F= 11015 517 LE55 = 12612.85 5F LESS - (5-28-11 HOUSE REDUCED NOTE= L = SPAN LENGTH, H = SPAN HEIGHT BUILDING HEIGHT EX5TG.: 2q.31 FEET PORCHES/DECKS AREAS: A.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND BUILDING HEIGHT PROPOSED: 31.50 FEET 35.00 FOOT MAXIMUM I-24-11 NON-TURF BUFFER / DOCKS FRONT R.O. / PORCH: 120.00 5F ( .401 90) - 53.60 517 = 36.40 5F LE55 - 31.20 SF= 44.40 5F LESS = 80.80 SF LE55 CLADDING LOAD FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN Ist FLOOR DECK (SEAWARD): 1,3016,50 5F ( 4.74 %) - 1,116.10 5F = 2141,80 5F LE55 - 1,020.30 5F= gb.40 5F LE55 = 316.20 5F LE55 I2-8-Ib HOUSE RELOCATED ON SITE B.FOR CANTILEVER tEMBERS,L SHALL BE TAKEN A5 TWICE THE LENGTH OF THE CANTILEVER I T� PLAN 1" = 20'-0" G. FOR ALUMINUM 5TRUCTURAL MEMBE85 OR PANELS USED IN ROOFS OR WALLS OF 2nd FLOOR DECKS(SEAWARD): 1175.010 5F NA - 108.50 5F = 210.40 5F LE55 - 511.62 5F= 388.88 5F LE55 = 6501.28 5F LE55 SJNROOMS ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OR SANDWICH ORTH PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED V60. FOR 5ANDWICH PANELS SITE PLAN BY RICHARD BOYD, RA DATED:11 JUNE 2017 -I -I BUILDING REVISIONS USM ROOFFf Oft NOT EXCEED OF M.ADDITION5 OR PATIO COVERS,THE TOTAL LOAD 206 N. RICHMOND AVE., MA55APEQUA, NY 11758 (516) 7017-5050 ISSUED REVISED /� SITE INFORMATION OBTAINED FROM SURVEY PREPARED BY OWNER DESI ON NOTES: YOUNG 4 YOUNG -.LAND SURVEYORS - UPDATED 22 JULY 2015 ENE T'?C Y NOTES ,�SPf-HALT BOOP Sf"-I I NcSLE NOTES �O���Y I. Wood framed floors,walls and catlings shall have an approved I. Asphalt roof shingles shall have self-sealing strips or shall be LEACHING SECTION-LEACHING vapor barrier((permamee rating of IA perm) installed on the interlocking and shall comply with the requir�errents of ASTM D-225 POOL IS TO BE CONSTRUCTED APPROVED BY MA SAILOR'S NEEDLE ROAD "warm m winter side of thermal Insulation. or Dior OF PRECAST REINFORCED MATTITUGK, NEW YORK I1a52 2. Windows and sliding doors shall have a max.air Infiltration 2. All fasteners for asphalt roof shingles shall bo galvanized steel, CONCRETE LEACHING rdoo s shall haves per max.airrh It at on rote of 0.5 CFM Swinging stainless, 2 game;hnk aluminum,with a�mnl�mum3 d a.head,and of suF�ficle t eng hh AND/OR SLABS,um STRUCTURE, LID DOMES BOARD OF 1 RUSTEES square foot of door area. to penetrate through the roofing materials and the sheathing. 3. All fireplaces hall be provided with a damper for outside combustion 3. Asphalt roof shingles shall have the minimum number of fasteners as FINISHED GRADE TOWN OF SOUTHOI.D LLJ TITLE air 150-200 CFM. All flues shall have tight seated damper with required by the manufacturer. L� /� RINGS: � /� DATE a max.air leakage of 20 CFM. All fireplaces shall have tight- 4. For normal applications,asphalt roof shingles shall be sato r-ed to the roof DRAB I NAO E I�I NGS: AVGt1$'�" �6 � � NEJM HOME G O N S T RU G T I ON fitting air leakage of doors. with no less than four (4) fasteners per strip shingle or two (2) fasteners 8" REINFORCED TRAFFIC �i -ALLOW 1' MIN, FOR l t7 Cn 4. The Contractor shall submit the design,size and type of mechanical per Individual shingle. STORM DRAINAGE GALGULATIOtIS: 2.0 INCH RAINFALL BEARING SLAB �Of '� systems which will be used,In sufficient detail,as required by 5. Asphalt strip shingles shall have a minimum of olx (6) fasteners per shingle FINAL ADJUSTMENT the Building Department. where the eove is 20 feet or higher above grade or where the base wind FRONT AREA AND ROOF: INLET 4" MIN. DIA. APPROVED _ v� 5. All thermostats shall be adjustable from 55 dogrees to 85 degreas speed Is 120 mph or greater. PIPE - PITCHED 1/8" PER 1'-0 0 ® ® ® ® ® ® El 0 Fahrenheit. AREA (SF) x RUNOFF COEFF. = EQUIV. DRAINAGE AREA 0 M ® ® ® ® ® El 0 o IIIA _ _ Architect 6. All ducts and pipes shall be Insulated as required by code. 6ENEi�AL GONSTKUGTI ON NOTES HOUSE ROOF AREA: 4,e18Q S.F. x 1.0 = 4,g8q S.F. i1 0 ® ® ® ® ® ® 0 0 II�j �)�H R® E30Y® 1 °tf°��f I I���.� BACKFILL WITH CLEAN 0 ® M ® ® ® ® ® 0 �. HVAC Contractor shall verify heat loss calculations. - DRIVEWAY /WALKWAYS: 1,526 S.F. xILO = 1,526 S.F. � � II � II � I. All concrete work shall conform to requirements and recommendations of PATIO: 1301 S.F. x 1.0 = 1301 S.F. GRANULAR MATERIAL 1'-0" 0 M ® ® ® ® ® 0 DE5IGNER5 - PLANNERS - RE51DENTIAL - COMMERCIAL AGI-301-016 "Specification for Structural Concrete for Buildings" LAND5GAPING/GRAVEL: NA S.F. x 0.33 = NA S.F. ALL AROUND BASIN FOR FULL DEPTH J 13'-0" MIN. 10'-0" OUTSIDE I- _j Q SAFETY CLASS 1¢EG2U 11¢EMENTS Relnforcing steel SHALL CONFORM TO ASTM A-615 GRADE 60 TOTAL: -1,254 S.F. o COLLAR DIAMETER o z N v 206 RICHMOND AVENUE, NORTH MA55APEQUA, N.Y. 11158 SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS= 2. All steel work shall conform to the requirements of the A150 "Specifications for EOUIV.DRAINAGE AREA x DE516N RAINFALL -- DESIGN VOL.(GU.FT) 6" MINIMUM PENETRATION Z (516) 7 5080 Design,Fabrication and Erection of Structural Steel for Bulldings". Steal shall Conform 1,254 x .161 = 1,118.02 GU. FT. 2' RAINFALL INTO A VIRGIN STRATA OF -- -------- ------------- ----- - ( , t� H• Any glazing to an door type to ASTM A-5-I2(6RADE 50) and A-501 SAND AND GRAVEL > SOIL BEARING ADEQUATE WITHOUT FOOTING RINGS > r `\:. �, j= 2. Glazing in any walls enclosing a shower,tub,sauna or steam room.* VOL"OF STORAGE REQUIRED: 1,178.02 - - -- - p 3. Any windows within 24" of a door.* 3. All elactrtcal work shall conform to local NEC and Underwriters Laboratory requirements. STORAGE CAPACITY/V.F.OF 10' DIAMETER RING: 68.42 a- 4. Any tndNlduat Acne of glass with an area greater than 01.0 sq.ft. 4. Pre-fabricoted fireplaces and flues shalt be UL approved. LEACHING PSI CONCRETE l I o SCALE: AS NOTED where the bottom Is less than IS above the adjacent finish floor 5 Install smoke detectors end carbon monoxide detectors to accordance with all VERTICAL FEET REQUIRED: I-i.21 LEACHING RING i JUL 2 8 2017 U _ VERTICAL FEET PROPOSED: (4) 10' DIA. POOL ® 5' DEEP BACKFILL MATERIAL SHALL BE _ within 36" of the window. " state and local code r uiraments. '`:- DATE: I7 MAY Ib 5. Glazingin walls of s,hot tubs or Indoor pools within 5-O < I CLEAN SAND AND GRAVEL c� f of thwater.* b. The owner shall arrange for supervision of the constrvetion work to insure - z 6. Gazing In stairways and landings within 3'-0"horizontally of a compliance with the contract cbcuments. TYPICAL LEACHING POOL SECTION-SINGLE POOL SYSTEM a,�ti"'�town !!! walking surface. * SCALE:NOT TO SCALE � T[ 4f 1°,L 3 J .. DRAWN BY: R12B * THE REQUIREMENT DOES NOT APPLY IF THE 150TTOM E06E OF THE GLASS IS MORE THAN 60"ABOVE THE FLOOR. JOB#: Ib-15 Q _. U) John M.Bredemeyer III,President ���F SOTown Hall Annex/yo Michael J.Domino,Vice-President 11 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G ® Telephone(631) 765-1892 Charles J.Sanders 'O Fax(631) 765-6641 fy'0®UNN,N BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction Y2 constructed compliance Project com leteinspection p ,',,.:�'�r;~.- - ::�`t'��w". ;•.. .A- - �\11•'flej�i, `+ .:S'llif 1'•�S-t _-` rq'111 til+i•.. a-tii1j..'lly•• ,itl, }I+/I•y_ S.`, %j�, -.'�fui%.� ^'+���'S�l{ \ / �'f 1 7e .-�-^^�, '�^•.�a\ /1L• �4 frs „_._„�. �,t /j r - ••� �� ��u•�.r.�.>••..!"':^n�1� �.r.'"`..�.4m';ri.� U,..,1h4+.`"'.y'"� /.�0���"^'X�' }�� �-`•'...-�/A.uu•'r.`S `fw..�_ �;�J. ��\' �.?. �`�``v. :r•'•�,S.'. •:>�\ v....u'rv-,w.�\\ �:('>+.'ut• 'GF- = •y✓" Y.4Lw`,_'a�.,,.`t+ 5„✓• _'.w.,.•'`�\ /�,�' — \•�rY`,ll,. _ �:, 1.1� •is — ,(;'.:��":. � — A'.^�,�i ,l�=1t f-�.+1,, _ ,tiP-.�?: `_ ``'':�,se':vtmf,T;u.�yvsfi7taz•+1:Ses•p'sttv'",8tiye'�tist�'�':n,tirr�,rr.n;,er<,.;,,n;qv:nS�i[,'m���:i,.n'S::�:.i:usmTMuac;!:..2%!�rny ry+tte2v,,r.srr,'cf�•+!YSsiz,is,r.Gtrti�,,ik,s'cin',ru,.:,,use,5!'cn\::,.�.'ca;:,.r�am:n•r-�!n.,.r-�r•.,,r...��axrrgx,vvte,a^,�'�I �r f- BOARD OF SOUTHOLD TOWN TRUSTEES II��t SOUTHOLD, NEW YORK I i Fj�yi PERMIT NO. 8939 DATE: JANUARY 18, 2017 .'c K,; . A f ISSUED TO: CHRISTINE HOWLEY " PROPERTY ADDRESS: 320 SAILOR'S NEEDLE ROAD,MATTITUCK ry •see SCTM# 1000-144-5-29.3 ,++. � AUTHORIZATION c- ti� (` Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in J` accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 18, 2017 and in consideration of application fee in the sum of$250.00 paid by Christine Howley and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the `r,'" following: ' '~ 't',, Wetland Permit to demolish existing two-story dwelling; construct new two-story,single family yj •,�� r .� 4,995.10 sq.ft. total footprint dwelling which includes a 671.70 sq.ft. attached garage, a 83.6 sq.ft.front roofed-over porch, 1,116.70 sq.ft. of seaward side first floor decks, and 908.5 sq.ft. x' seaward side second-floor decks; with the condition to establish and perpetually maintain a 12' wide non-turf buffer running along the landward edge of wetlands; and as depicted on the ( a,; revised site plan prepared by Richard Boyd,Architect, dated January 24,2017, and stamped - r;�' i approved on February 13,2017. 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 this date. 54 F R ;:,'e, � l � ` � r ' � 1 Pik •: �'N•t±fit,� � i �.:';III. F 'rll°^' '•FXtid%di.+lz'+�7CJ�Y2irxYttU.Uwat,Zkeia\lnY.Giu': x;fatd^u•WLm:S+o.(aY,�irSJ,JiYi9?�k.,eati} �n'S.'+L., 'd;?i.rr_«.iin',ZY roe75:2'�n.rrr,, sawipzd, YuXti.�it3w,u^.i£ikriA .7Cn-W,VtA e-'A '1X'ffi4iv, '?�P�`�F`i' `i. -��• �S1' �`\ e.": :! ,� „b1'^' 'tri \ �'r�'� •% "e` •:: ,4`'f!' '�"'�'� �!"%� ``/',��t;� 'j U '"*sn„n mv9�`�%. `sv. ,�,�` - a^...�''� ._.• �v °TM7ts^�^s� a. a.. .,;. r t1n �..• TERMS AND CONDITIONS The Permittee Christine Howley, residing at 320 Sailor's Needle Road,Mattituck,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. �o��QF SO!/jy®l0 Michael J.Domino,President Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J.Sanders G @ Southold,New York 11971 Glenn Goldsmith • O �j, aa Telephone(631) 765-1892 A.Nicholas Krupski oUNTY Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 18, 2017 Richard Boyd, R.A. 206 Richmond Avenue Masspequa, NY 11758 RE: CHRISTINE HOWLEY 320 SAILOR'S NEEDLE ROAD, MATTITUCK SCTM# 1000-144-5-29.3 Dear Mr. Boyd: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, January 18, 2017 regarding the above matter. WHEREAS, Richard Boyd, R.A., on behalf of•CHRISTINE HOWLEY, 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 18, 2016, 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 18, 2017, 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 tt 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 CHRISTINE HOWLEY to demolish existing two-story dwelling; construct new two-story, single family 4,995.10 sq.ft. total footprint dwelling which includes a 671.70 sq.ft. attached garage, a 83.6 sq.ft. front roofed-over porch, 1,116.70 sq.ft. of seaward side first floor decks, and 908.5 sq.ft. seaward side second-floor decks; with the condition to establish and perpetually maintain a 12' wide non-turf buffer running along the landward edge of wetlands; and as depicted on the revised site plan prepared by Richard Boyd, Architect, dated January 24, 2017, and stamped approved on February 13, 2017. 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, Michael J. Domino President, Board of Trustees MJD/dd y t Y 9 ®F soU�yol Town Hall Annex John M.Bredemeyer III,President 54375 Route 25 Michael J.Domino,Vice-President ~ P.O.Box 1179 Glenn Goldsmith JW Southold,New York 11971 A.Nicholas Krupski �O Telephone(631) 765-1892 Charles J.SandersFax(631) 765-6641 olyCOU�,�� X BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Please be advised that�'DiA1Lyour application dated G-- l has been reviewed by this Board at the regular meeting of TA your application has been approved pending the completion of the following items checked off below. ( I2 t N00-TdAF V/ Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) '/2 Constructed ($50.00) Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) 7—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: t, .1� TOTAL FEES DUE: $ 69, 4?a BY: John M. Bredemeyer III, President Board of Trustees s NAILING SCHEDULE AND DETAIL5 FOR 5TRAPIN6 MEMBERS WOOD FRAME CONSTRUCTION MANUAL - 2001 EDITION FOLLOW WIND DESIGN 110 MPH REQUIREMENTS OR TWWC To C N GALGULAT(ONS � z I, � � DESI _ 114.5 �1 t PP iV� 8301.2.2.2.1 WEIGHTS OF MATERIALS � ��� �� � w AYERASE DEAD LOADS a++Au NOT F-XG®15 PGF FOR ROOFS/GEILINS ASSEMBLIES OR 10 PSF FOR °41'00' `s' - �� ''' FLOOR ASSEMBLIES EXCEPT AS FURTHER LIMITED BY SECTION 830122 DEAD LOADS FOR N a4 - -� 137, �� l p` p, " + WALLS ABOVE 6RAbE 5HALL NOT EXCEED= _ M* ��+. - - O ; S '.t•.c 1. F I FTEEN PSF FOR EXTERIOR L 16HT-FRAME WOOD WALLS. K3 2. FOURTEEN PSF FOR EXTERIOR LIGHT-FRAME GOLD-FORMED STEEL WALLS. iii i t t I I E3. TEN PSP FOR INTERIOR L I CSPHT FRAME: W0017 WALLS. 4. FIVE P5F FOR INTERIOR L161-IT FRAME GOLD-FORMED STEEL WALLS. -� yUo�p 5. E 16HiTY F'SP FOR 8-I NGi-F-TH-11 GK MASONRY 1NA.LLS. _ _ _ a' b. EIGHTY-P I�/E PSP POR 6-INCH-TH I GK GONGRE TE WALLS. D ADS NOT EXCEEDING 25 P5F SHALL BE +5 g\ ��P s ,-n ` _. EXCEPTION=ROOF/CEILING DEA LO CHAPTER b ARE N 40•0p A�` O RWF PROPERLY P�R LY INSTALLED� l4L I..E ISTRAW � PERMITTED PROVIDED THE WALL BRAGIN6 AMOUNTS IN G "'GP '�. EXISTING W INGREASEL7 IN AGGORI�ANGE: 1NIT1-F TABU= 8301.2.2.2.1. �- RONT YID. SETS --�� ioo DI/1MIH .(CROSS SECTICt*1) `,T��,/� t: EXC,AVAT6. THE TRENCH. MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS �� '1 NEW Pf IV HAY 83 x: puce xND �rwlK • STRAW SALES. 01.5) IN POUNDS PER SQUARE FOOT I 40.0`J TNO GAR 46W ® L[RONT (DETE3<5GARAGE ;of �1 �..- T wXvrov .x USE LIVE LOAD Q ATTICS WITH LIMITED STORAGE 20 PSF ' Ex5r6. _- I ._•, i 1 q 5 ATTICS WITHOUT STORAGE B 10 f 5F Q DECKS E 40 PSF I TO 8E DRIyEW4Y III " < �V'��[� ��/j /` S ru► ,r--'""' yr"- 5VEDI �.. EXTERIOR BALCONIES 64 PGF r ' I��,�` n \ \\ yam p `,\ �� �rttsai�t' FIRST ESCAPES `� PSF 5 To. 7 I\ N 1'10'D1A MIN 1 p 5 \ �' LEE INC 5-W �6 O, 6UARDRAILS AND HANDRAILS D 200 PSI �'r O / r 1 F1I NN A 5 �bil O ria 5 r GUARDRAILS IN-FILL GOMPONENT5F 50 MI I P)R> 4j fi /'` 50 P5F'�' ® ONT YD rG. hE ,!!�. \ -(D' Loi PRA RIS. PASSENGER VEHICLE 6ARA6E5 ROOMS OTHER THAN SLEEPING ROOMS 40 PSF fit, /� ' N `' .. '. `✓ _ -~...�w:. ` \::tea:.`' +. � / ��� � 2 T R .l7 �'10'DIA MM ..- SLEEPING RDOMS 30 PSF O _ LINE OF EX_97_6 DR1V)jyAY/ �� STAIRS 40 PSF AK �, -I/FRAME 0 ELL INC � \; <0�� � � s � .�-�.•-�,,... �� � lJ0 +t. ,IIl�wcrc»ti<. .AlJ9, GOA#PAGr 'rwE FOR 51: 1 POUND PER SQUARE FOOT=0.04'141 KN/M;2 1 50 INCH=645 MM?I POUND=4.45 N. 1 �( ��, \ EXCAVATED SOIL. A ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD / R� 400/ >_ I .�' ! Nom . '" ° STRAW .1BrvTw �� ' APPLIED OVER A 20-50UARE-INCH ARFJ1. O ' B. APPLIES TO ATTIC, SPACES MEETING THE REQUIREMENTS IN SECTION R502.4.1 FORNv1 CONVENTIONAL CEILING JOISTS AND Se TC.OLENARR6002.1�0.1 F 55ES AT710 5 WITHOUT IT �- '� S�► a o� �i� � �a CONSTRUCTION O F STRAW BALE BARRIER STORAGE ARE THOSE WHERE LESS THAN 42 INCHES,OR WHERE THERE ARE NOT TWD OR MORE ADJACENT TRUSSES WITH y`� XST61re� \ Q THE SAME WEB CONFIGURATION CAPABLE OF GONTAININ6 A RECTANGLE 42 INCH HIGH �� 5 T01 BE \ `\ G \l BY 2 FEET WIDE,OR GREATER, LOCATED WITHIN THE PLANE OF THE TRUSS. FOR ATT �-RE�UtE ` !•; WITHOUT STORAGE,THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT GONGURRENTLY WITH �/ 1 i � Q„r�. \ ��I �1. 0 2 • /S.1�lY OTi--FE:R L I\/1= L..OA1� RI=G2U I RI=M�1�lTS. Y'` G. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE i` �\ If LOAD OR A 300-POUND CONCENTRATED LOAD ACTIN& OVER AN AREA OF A 4 SQUARE i - INGHES, WHIGHEI/E:R PRODUCES THE GREATER 5TREESSES \ A4 \ D.A 51NOLE CONCENTRATED LOAD APPLIED IN AND DIRECTION AT ANY POINT ALONG THE TOP. 10"Maximum %j E. SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR JL5 r�l0 / F.6VARD INFILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL),BALUSTERS \!� S` O U. l0 rV \ 0� %G Q FILLERS SHALL BE DE516NED TO WITHSTAND A HORIZONTAL APPLIED NORMAL LOAD OF / 50 POUNDS ON AN AREA EQUAL TO I SQUARE FOOT.THIS LOAD NEED NOT BE ASSUMED TO 8 ry �, / ITH WITH ANY OTHER LIVE LOAD REQUIREMENT. L� Level Contour . AOT CONCURRENTLY W .S` \ ��� / / \ 6 No Slope . 6.APPLIES TO ATTIC,SPACES NOT MEETING THE REQUIREMENTS FOR STORAGE PER FOOTNOTE / O' .� f B. SEE SECTION 8802.4 2 FOR CONVENTIONAL CEILING JOISTS AND SECTION R602.1Ob FOR TRUSSES. FOR ATTICS WITH LIMITED STORAEE AND CONSTRUCTED WITH '�\ �� SIO DIAMMi��0 // F�6 :_111 :^__!I 1 TRU55E5,THI5 LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM - _ III=III i I I=III =I.1 I = t I I= I t t=_I I I GHORD OF NOT LESS THAN T�VO ADJACENT TRUSSES WITH THE SAME WEB GONFI6URATION '� rY _'l I 1 -" "'-`-r "--- T- ^-��-- r- -- �=I 1 IT TANGLE 42 INCHES HIGH OR GREATER BY 2 FEET WIDE \�O / CONTAINING AREG I1 I 1 I I= + , =I I I OR&BEATER, LOCATED WITHIN THE PLANE OF THE TRUSS. THE RECTANGLE SHALL \ FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM OF ANY OTHER TRU55 ELEVATION ill=►n,. . MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA 15 MET: O / MED OPENING IN 1. WN STAIRWAY OR FRA I AREA 15 AGC, IBLE BY A PULL-DO THE ATTIC. O AGGOfZfl?.1VG� Y�IiT 2. THE TY2U55 SHALL HAVE A BOTTOM CHORD PITCH LE55 THAN 2=12. \ d H.ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM \ p� {( �/ Flat 51 in Front of Barrier. L I�E= LOAD SPE=GIF=I EEI7 F=OR SL.E:BP I NCC ROOMS \ �� �yC _.. Slope -^~-� WINDOW EGRESS SCHEDULE (ALL SLEEPING ROOMS) fj NOTE: EROSION CONTROL WILL BE PROVIDED BY HAYBALES AND SILT SCREENING \ �� O. Minimum : .. .: :.: FLOW REQUIRED CLEAR OPENING AROUND THE AREA OF CONSTRUCTION. STORM WATER TO BE MAINTAINED ON SITE. \ SECOND MEANS of f:6RE5s `SCj. (1CP i l{ I i4 11 t A5 A SEIII O��r FIRST 5.0 SQ FT MINIMUM / � ]6" Minimum SECOND 5.1 SQ FT MINIMUM\ \ y ' (0 ZONE: RE5IDENTIAL R-40 ' I. PROVIDED 15 AT LEAST(1) WINDOW (OR DOOR) IN EACH 14ADITAL SPACE - ONE STORY AREA rs ^II{- FOR EMERC NOY ESCAPE IN C -ORMANGE WITH N.Y.S. CODE SECTION R310 - TWO STORY AREA LOT AREA: 21,482.00 5F O/� ..SECTION MIN OPENING OF 5.150 FT .O 50 FT AT GRADE LEVEL. WHEN GRADE TO 51" � �` (� 15 LE55 THAN ,140 OR LE55) W/MINIMUM NET HEIGHT 24' AND MINIMUM NET _ LOT COVERAGE ALLOWABLE: 5,856.40 5F 20.00 90 s{.q. o WIDTH OF 20 (OPERATION W/O NEED FOR TOOLS) BOTTOM OF OPENING m GARAGE AREA 44" MAXIMUM A.FF. ® LOT COVERAGE EXISTING: 2,820.76, 5F f5i.51 90 2. ALL WINDOWS MUST BE ANDERSEN "LOW E' OR APPROVED EQUAL ® - ROOFED-OYER PORCH LOT COVER.PROP.-HABITABLE: 3,123.10 5F 10.55 % N_�1 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS -SECOND FLOOR DECK LOT OVER PROPOS®-GARAGE 671.70 SF 2.28 90 i I.= I!I I l Treneh to be (T ABLE 8301.1) IAT COVER MP05ED-R.O.PORCHES; 1,200.30 SF 4.0-7 % Backfilled , LOT COVER.FROP05M-TOTAL: 4,ag5.10 5F 16.014 % and Wrap Geotextile STRUCTURAL MEMBER ALLOWABLE DEFLECTION FRONT YD.SETBACK EX5TG•: 22.10 FEET oC,)� `� AroumJ 5take5 III III FRONT YD.PROP05ED-BLDG.: 40.00 FEET 40.00 FOOT MINIMUM 0 �0 13eforo vng RAFTERS HAVING, SLOPES GREATER THAN 3/12 LA60 WITH NO FINISHED GEILIN6 ATTACHED TO RAFTERS O e 51DE YD.SETBACK EXSTG.: 36.00 FEET AREAS: IN'T'ERIOR WALLS AND PARTITIONS wlbo 51DE YD.5E113K. PROP05ED: 20.11 FEET 1500 FOOT MINIMUM FIRST FLOOR: 3,123.10 5F L FLOORS AND PLASTERED CEILINGS L/86o 510E YD.AGGREGATE EXSTO. 51.50 FEET 35.00 FOOT MINIMUM SECOND FLOOR: 2,252."10 57 ORI CSI NAL AREAS DIMENSIONS: ,loining Sections ;: .. Fence Posts-the length shall be a minimum of 32 inches.Wood 510E Y0.AGGREGATE PROP05W: 47.83 FEET 1st FLOOR DECKS TOTAL: 1,200.30 5F of Silt Fence Posts shall be 2-by-2 inches hardwood of sound quality,.1 e ALL OTHER STRUCTURAL MEMBERS L/240 151;FLOOR DEGK5 FRONT: 83.60 5F CHANGE5 AFTER RELOCATION AND ALTERATION OF PROP05ED HOUSE maximum spacing between posts shall be 10 ft. REAR YD.SETBACK EXSTG.: 57.50 FEET 1st FLOOR PECKS REAR: I,I I6.-T0 5F ORIGINAL AMENDED ^: `: Silt Fence Fabric shall be ODOT Type C Geotextile Fabric REAR YD.PROP05ED- BLDG.: 51.80 FEET 50.00 FOOT MINIMUM 2nd FLOOR DECKS: 508.50 5F EXTERIOR WALLS WITH PLATER OR STUCCO FINISH H/360 REAR YD.PROP05ED-RO PORCH: 57.50 FEET LOT COYER PROP.-HABITABLE: 3,481.50 SF (I 1.84 %) - 3,123.10 SF = 366.80 SF LESS EXTERIOR WALLS-WIND LOADS^WITH BRITTLE FINISHES L/240GARAGE 671.70 5F LOT COVER PROPOSED-GARAGE 680.40 5F ( 2.31 %) - 611.10 5F = 8.10 5F LE55 BUILDING HEIGHT EXSTG.: 21.37 FEET 35.00 FOOT MAXIMUM LOT COVER PROP05ED-R.O.PORCHES: 1,406.10 5F ( 41-1 %)- 1,200.30 5F = 206.60 5F LESS EXTERIOR WALLS-WIND LOADS^WITH FLEXIBLE FINISHES L/120 BUILDING HEIGHT PROP05ED: 31.50 FEET LOT COVER PROP05ED-TOTAL: 5,511.20 5F (IS.g2 90)- 4,gg5.10 5F = 582.10 5F LE55 PORCHES/DECKS AREAS: NOTE: L a SPAN LENGTH, H - SPAN HEIGHT' 51 TE FLAN I" = 20'-0" A. THE WIND LOAD 5HALL BE PERMITTED TO BE TAKEN AS 0.1 TiMES,THE COMORT COMPONENT AND FRONT R.O. PORCH: 120.00 5F ( .40.1 90) - 83.60 SF = 36.40 5F LESS GLADDIN6 LOAD FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN ist FLOOR DECK(SEAWARD): 1316.50 5F ( 4.14 %)- 1,116.10 5F = 211.80 5F LE55 I-24-17 NON-TURF BUFFER DOCKS B.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN A5 TWICE THE LENGTH OF THE CANTILEVER. SITE PLAN BY RICHARD BOYD, RA DATED:II OGT. 2016 / G. FOR ALUMINUM 5TTRUGTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS Of' 206 N. RICHMOND AVE. MA55APEQUA NY 11758 (516) 717-5080 2nd FLOOR DECKS(SEAWARD): 1,178.50 5F NA - 108.50 5F = 210.40 5F LE55 SUNROOMS ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OR SANDWICH 51DE YD.SETBACK EX5TG.: 36.00 FEET 8-18-IG, BUILDING REVISIONS, PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60.FOR SANDWICH PANELS SITE INFORMATION OBTAINED FROM 5URVEY PREPARED BY 15.00 FOOT MINIMUM USED EFLEN ROOF OR NAT ESXOF SUNROOM ADDITIONS OR PATIO COVERS,THE TOTAL LOAD YOUNG 4 YOUNG - LAND SURVEYORS - UPDATED 22 JULY 2015 51DE YD.5ETBK. PROPOSED: 15.02 FEET ISSUED REVISED 51DE YD.AGGREGATE EX5TG.: 11.50 FEET 51DE YD.AGGREGATE PROPOSED: 46.45 FEET 35.00 FOOT MINIMUM OWNER DES I ON NOTES H O,INL_E=Y RES I D E N G E_ ENERC-7*-r NOTMS ASi°'HALT M001✓ 9HINc5LE NOTES APPROVED BY LEACHING SECTION-LEACHING I. Wood framed floors,walls and ceilings shall have on approved I. Asphalt roof shingles shall have self-sealing strips or shall be POOL IS TO BE CONSTRUCTED vapor barrier (permelonoe rating of IA perm) inetall on the interlocking and shall comply with the requirements of ASTM D-225 OF PRECAST REINFORCED MA SAILOR'S NEEDLE ROAD 'warm In winter" side of thermal insulation. or 0-3462 BOARD OF -I�USTEES 2. Windows and sliding doors shall have a max.air infiltration 2. All fasteners for asphalt roof shingles shall be galvanized steel, STRUCTURE,OSOLID DOMES MATTITUGK, NEW YORK 11x52 rating of 0.3 GFM per square foot of window area. Swinging stainless,aluminum,or copper rooFmp nails. Fasteners shall be minimum AND/OR SLABS. TOWN OF SOUTHOLD doors shall have a max.air inFlltrotlon rate of OS CFM per 12 gage shanked with a minimum 3/8 dia.head,and of svfficient length square foot of door area. to penetrate through the roofing materials and the sheathing. FINISHED GRADE 2 3. All fireplaces hall be provided with a damper for outside combustion 3. Asphalt roof shingles shall have the minlimum number of Fasteners as pA �$�1/:4 � Ill ��7 > TITLE air 150-200 CFM. All flues shall have tight seated damper with required by the manufacturer. ORA I NAC E RI N55: NEN C I,�I }� G a max.air leakage of 20 GFM. All fireplaces shall have tight- 4. For normal applications,asphalt roof shingles shall be secured to the roof 8 REINFORCED TRAFFIC _ I`�l�Y�l �OM GOI�IJTRUGT I ON fitting non-combvstible doors. with no less than four (4) fasteners per strip shingle or two (2) Fasteners STORM DRAINAGE CALCULATIONS: 2.0 INCH RAINFALL BEARING SLAB � -ALLOW 1' MIN. FOR L.Li 4. The Contractor shall submit the design,size and type of mechanical per indlAdvol shingle. FINAL ADJUSTMENT � systems which will be used, in sufficient detail,as required by 5. Asphalt strip shingles shall have a minimum of six (6) fasteners per shingle FRONT AREA AND ROOF: INLET 4" MIN. DIA, APPROVED I w the Building Department. where the eave is 20 feet or higher above grade or where the base wind PIPE - PITCHED 1/8" PER 1'-0".^� D ® ® ® ® EQ 0 ® 0 5. All thermostats shall be odjvstable from 55 degrees to 85 degrees speed is 120 mph or greater. AREA (5F) x RUNOFF COEFF. x EQUIV. DRAINAGE AREA D M M _ no _ EI El 0 0 = Fahrenheit. 5,754 ! D 12 M = = = ® ED 0 i c� HOU5E ROOF AREA: S.F. x 1.0 = S.F. _ R G ARD 50)'P - Ar G h i t e c t 6. All ducts and pipes shall be Insulated as required by code. eSENER�.L GONSTRUGTI ON NOTES DRIVEWAY /NALKWAY5: 1,026 S.F. x 1.0 = 1,026 S.F. BACKFILL WITH CLEAN _ 0 ® ® ® ® ® ® ® 0 `n 1. HVAC Contractor shall verify heat loss calculations. PATIO: 331 S.F. x 1.0 = 531 S.F. GRANULAR MATERIAL l'-O' - D M ® ® ® M El 0 J ALL AROUND BASIN FOR FULL DEPTH » I DE5I5NERS - PLANNERS - RESIDENTIAL - COMMERCIAL I. All concrete work shall conform to requirements and recommendations of LANDSCAPING/GRAVEL: NA S.F, x 0.33 = NA S.F. 3-0 MIN. 10'-0' OUTSIDE Q A4_1I-301-56 "Specifications for Structural Concrete for Buildings" TOTAL: '1,311 S.F. o COLLAR DIAMETER 11 ! o SATET1- CLASS RM0Lj I fiZEMENTS Reinforcing steel SHALL CONFORM TO ASTM A-615 GRADE 60 c' _ v 206 RICHMOND AVENUE, NORTH MA55APEQUA, N.Y. 11158 EQUIV.DRAINAGE AREA x DESIGN RAINFALL = DESIGN VOL.(CU.FT) 6" MINIMUM PENETRATION Kr •" E'-, I, i- (5 1(0) 717 80 2. All steel work shall conform to the requirements of the AI5G 'Specifications for SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS= '1,31q x .167 = 1,22227 GU. FT. 2 RAINFALL INTO A VIRGIN STRATA OF Design,Fabrication and Erection of Structural Steel for Buildings". Steel shall conform SAND AND GRAVEL > SOIL BEARING ADEQUATE WITHOUT FOOTING RINGS �_ I. Any glazing in any door type to A5TM A-512(6RADE 50)and A-501 VOL"OF 5TORAGE REQUIRED: 1,222.21 2. Glazing in any walls enclosing a shower,tub,sauna or steam room.* 3. Any windows within 24' of a door* 3. All electrical work shall conForm to local NEC,and Underwriters Laboratory requirements. STORAGE CAPACITY /Y.F.OF IO'DIAMETER RING; 65.42 40100 PSI CONCRETE 4. Any individual a of lass with an area eater than q.0 ft. F F B 1 d �`"""; °-;�^ '+ SCALE: AS NOTED pan g g+' sq 4. Pre-fabrK,ated fireplaces and flues shall be UL approved. VERTICAL FEET REQUIRED: 17.86 LEACHING RING I �B)� c O � � where the bottom is less than 18"above the adJacent finish floor VERTICAL FEET PROPOSED: (4) 10 DIA. POOL ® 5 DEEP BACKFILL MATERIAL SHALL BE A=--2 within 36' of the window. 5. Install smoke detectors and carbon monoxide detectors in accordance with all5. Glazing in walls of spas,hot tubs or Indoor pools within 5'-0" state and local code requirements. CLEAN SAND AND GRAVEL (� ; ,..� / i DATE: Il MAY IG, of the water.• 6. The owner shall arrange for supervision of the construction work to Insuro TYPICAL LEACHING POOL SECTION-SINGLE POOL SYSTEM to. &lazing in stairways and landings within 3'-0" horizontally of a compliance with the contract documents. walking surface.* SCALE:NOT TO SCALE Q� ,�'"`;.,': DRAWN BY: RDB * THE REQUIREMENT DOES NOT APPLY IF THE 130TTOM EDGE OF THE GLASS IS MORE THAN 60" ABOVE THE FLOOR. JOB#: 16-75 Q - (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO E%ISnNG STRUCTURES ARE FOR A SPECIFIC PURPOSE AND A,I NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES (3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL'SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTIO'1 CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS -(5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS I 1 - I ( t� 400 Ostrander Avenue,Riverhead,New York I1a01 o N 1 tal.651.127.2503 fax.631.121.0144 °O adminayoungengineering.com N 04q 4 o Lot 12 x® NO \ ° o Howard W.Young,Land Surveyor _ rtAWO°DLL �Iv�.15alt Lake `��Ilage Thomas G..Ada ,Professional Engineer ��J Douglas E.Adams,Professional Engineer �� Is W IL 114.51'° ki , Robert G.Tast,Architect Q LANDWARD LIMIT OF TIDAL M-nLANDS AS 3 ° I�IS4°41'00 1= ® Osl Q VERIFIED BY YOUNG d YOUNG v ' WOOD 6 WIRE ® I ED ° FE of o 1 ml � SITE DATA R0 cork. S I PA o I __ AREA = 2q,482 SQ. FT. Cl I(y ry _ los'- I r- \ e FLOATING WOOD DOCK Q BUILDING I` I \ AD WOOD RAMP + SUBDIV 1510N-"SALT LAKE VILLAGE"FILED IN THE OFFICE OF I I ITY POLE I e ° THE CLERK OF SUFFOLK COUNTY ON MAY 10, Ig40 AS MAP NO. 1510 pILu i ® `\ ��� • VERTICAL DATUM = NA.V.DATUM(1988) Lot I� \\L- _ _, ® \ �� •SEE FLOOD INSURANCE RATE MAP PANEL NO.5610300452 Lot it \\ l _� 9\1 ( H LAST DATED SEPT.25,200q. FLOATING V 36•7' i /// / BR10 z 3' O a \ !=—''® � SURVEYOR'S CERTIFICATION _� IVEWAY ,\ �_ R/ \ too. / &F s / 2 3rTORY �\ \\ ® p `�(� 'WE HEREBY CERTIFY TO C H R I STI N E H O W L EY THAT THIS /� �O• 134 / FRAME HOOF �` \ , ® Y'�l°\�-� V" SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF E / 0 GA r \ d 0 PRACTICE FOR LAND SURVEYS ADOPTED BY 14 cotes ASSOCIATION OF PROFE5510NAL LAND SU �5 / 1113 32.4 PAVED ° `- ` ;,•�'' t�, s-'� / GIG KO PATIOI e O 34 o- QD 0 l9 s ••`••\ N F °�� r{�P{ � :h���F• �, !1 GIGO ' i \\ 0 9ON {a w>.. '.I'T ,t CONG i/ \ ® ,�5�,'.\ y ,p Ai�i :r}a�, y::✓ A� Avg WICK \ � ��.\N� CQ �� `,i�Vl/-I-"^►,N�d�„d�—r�®. .,:.:,i4�;_r 3 �,�i <r Q. \\ ��) E O % ,HOWARD W.YOUNG,N.Y.S.-L.S.NO. (00-- 45883 ti` II I p 4 LAI s WE Ci TOWN OF SOUTHOLD 100' `� �� B Sr % ``"' = E N-Iq°05�00 WETLAND SETBACK LINE 50,E \ �i B FLAGPOLE A N N.Y.S.D.E.G."15'WETLAND SETBACK LINE / I 'S&6. h `\ / Lot II ® SURVEY FOR � �� sQ%< ���o j 4i� �� CHRISTINE HOWLEY " �� Qfe /oh + �� �� �0 LOT 11 6 PART OF LOT 12 J ViiQ ?�� ti000 � 0 b "SALT LAKE VILLAGE" 9ei R3, etio UjPK at Mattituck, Town of Southold N a O FIRM ZONE BOUNDARY LINE I , Suffolk County, New York AS SCALED FROM FLOOD \��® ° INSURANCE RATE MAP v®` CERTIFIED SURVEY ® ¢} N, County Tax Map Detriot 1000 Section 144 Block 05 Lot 2q.5 kip1 MAP PREPARED JAN.II,2001 �ti.��p p Record of Revisions O• RECORD OF REVISIONS DATE I O D GENERAL AMENDMENTS DEC, 10,2001 �' FOUNDATION LOCATION OCT-24.2002 m NOTE• ; JULY 03.2006 c UPDATE SURVEY JULY 22,2015 O AUG 1 8 2016 SETBACK LINE 5HOWN HEREON TO BE VERIFIED BY THE TOWN OF 5OUTHOLD $ N.Y.5.D.E.0 M I ` ( Southold Town 40 0 20 40 80 o r a T 0 Scale: I" = 40' JOB NO.2015-008? I DWG..2000-056-1-.2015-005-1 I OF I O = MONUMENT SET ■= MONUMENT FOUND 0= STAKE SET A= STAKE FOUND GIG = CAST IRON COVER _ 1 , John M. Bredeme er III Pre ' QI SUFFQ(K�* y , 'it � �p�� Town Hall Annex Michael J. Domino, Vice-Pre:�,�.1t f �� Gy�� 54375 Route 25, Glenn Goldsmith q y rm z P.O. Box 1179 A. Nicholas Krupski o �, ; Southold, NY 11971 Charles J. Sanderso� Telephone (631) 76571892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES / TOWN OF SOUTHOLD Date/Time: ! J ✓9114 12'5c, Completed in field by: G. G�, ��.r,,,`A Richard Boyd, R.A. on behalf of CHRISTINE HOWLEY requests a Wetland Permit to demolish existing two-story dwelling; construct new two-story, single family 5,577.20sq.ft. total footprint which includes a 680.4sq.ft. attached garage, a 107sq.ft. front roofed-over porch, 1,299.9sq.ft. of seaward side first floor decks, and 1,123.3sq.ft. seaward side second-floor decks. Located: 320 Sailor's Needle Road, Mattituck. SCTM# 1000-144-5-29.3 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 Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment L,-- 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 6 review/consultant/ap�plication completeness/comments/standards: 67e Ckif/ t4 cee• ��abt��. D e a S L40 �� r9��^Pt i �iSaJeS Present were: ✓ J. Bredemeyer M. Domino G. Goldsmith �" N. Krupski JC. Sanders Other Page 1 of 2 John M. Bredemeyer III, Pre pt ,,,6tFF6j Town Hall Annex Michael J. Domino, Vice Presiaenty�q 54375 Route 25 Glenn Goldsmith H a P.O. Box 1179 A. Nicholas Krupski o . Y Southold, NY 11971 Charles J. Sanders 4,, . foo Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD ,Date/Time: Completed in Work Session by: Richard Boyd, R.A. on behalf of CHRISTINE HOWLEY requests a Wetland Permit to demolish existing two-story dwelling; construct new two-story, single family 5,577.20sq.ft. total footprint which includes a 680.4sq.ft. attached garage, a 107sq.ft. front roofed-over porch,•1,299.9sq.ft. of seaward side first floor decks, .and 1,123.3sq.ft. seaward side second-floor decks. Located: 320 Sailor's Needle,Road, Mattituck. SCTM# 1000-144-5-29.3 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the,wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife-& vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation`tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and-general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at,the proposed site and at other locations: `C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection-structures and natural resources: D. :525% Expansion/Calculation Work Session Notes' Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: _LWRP: Additional information on comments/to be discussed/Public Hearing: Date- Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski C. Sanders E. Cantrell D. Di Salvo Other Page 2 of 2 / 6 x h, a J a „ 41 l h i • �} a,� I'r 9' ti Ir ®r SOUTHOLD w 'RusTE1: ,n ,., a• ._.rte, W � -� � 'mss ,. .. � Y•r - - T „s r rWAA wF- ' 40 r .. n >.- IN _ n w + 7Ei AF I i µ a. u r • wa W .o. n ' S , , 3i a 3 z e { ,•� fru'_. -x "e _ N, .�. � {,3°.f _ l ,. � , , _'� � .—. ,$ .. 1 4 A •g < grill 19 "1 Y le:. .r. - F fa AAA WE r �i - r • r , P y as l F Y � �'�i6�,.• v !,;' � '_` a�6�z�r:'_. �� `"fir ���'�.,. ��T �- }- R LL jog t T, rier _ ti41i` 4 •s ; a r� L _�� - f � ow 44m.N A Aw 0. � a � 9 . t'�fit• `'i� `ate , s M " t ` s b AI c' w. - r • • I1 V � _J Richaird Boyd - Architect ectt 206 Richmond Avenue Massapequa,'NY 11758 (516)797-5080 28 December 2016 Southold"Town ball Annox, Board of'Trustees 54375 Ntain Road P.O. Box 1179 Southold,N.Y. 11971 RE Address- 320 Saulor's Needle Road,Mattftw:k,NY 11952 S/B/L- Section- 144 Blocks 05 Lots. 29.3 O'�'Vner. Christine Howley To Whom It May Concern: Upon the request of the property owner, the proposed new home originally submitted has been slightly altered and shifted on the site. The following amendments have been made to the originally submitted square footages: Original Submission Amended Submission Lot Coverage-Habitable: 3,489.90 sf(11.84%) 3,123.10 sf(11.84%) 366.80 sf less Lot Coverage-Garage: 680.40 sf( 2.31 %) 671.70 sf( 2.31 %)• 8.70 sf less Lot Coverage-R®porches: 1,406.90 sf( 4.77%) 1,200.30 sf( 4.77%) 206.60 sI less Lot Coverage-Total: 5,577.20 sf(18.92%) 4,995.10 sf(13.92%), 582.10 sf less Side''lard Setback–Exstg.: 36.00 feet proposed.: 15.02 feet 15 foot rain. Side'lard Aggregate--Exstg.: 99.50 feet Proposed.: 46.45 feet 35 foot min. Basically,the house was moved approximately 12 feet rnort1h on the site. Distance from the wetlands remains the same–42.67 feet. - — if there is any other questions or requests please do not hesit< a,J I sedZ ee, e — �0 )ars tz y, / 4-o (JSP �N �. chard Boyd,RA 1 �4\ OFFICE LOCATION: OF SOU��® MAILING ADDRESS: Town Hall Annex °�® �® P.O.Box 1179 IL 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) CAP Southold, NY 11971 ® �®� Telephone: 631 765-1938 ®l�c® � Fax: 631765-3136 , U LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: November 15, 2016 Re: LWRP Coastal Consistency Review for CHRISTINE HOWLEY _ SCTM# 1000-144-5-29.3 Richard Boyd, R.A. on behalf of CHRISTINE HOWLEY requests a Wetland Permit to demolish existing two-story dwelling; construct new two-story, single family 5,577.20 sq.ft. total footprint which includes a 680.4 sq.ft. attached garage, a 107sq.ft. front roofed-over porch, 1,299.9sq.ft. of seaward side first floor decks, and 1,1 23.3sq.ft. seaward side second-floor decks. Located: 320 Sailor's Needle Road, Mattituck. SCTM# 1000-144-5-29.3 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 below listed Policy Standards and therefore is CONSISTENT with the LWRP provided that: 1. The Board verifies that a 12' non turf buffer as conditioned in Wetland Permit 6501 is in place. Require that the buffer be shown on the survey. 2. Verify if the sanitary system proposed to be re-use is functioning and adequate to process the ,sanitary flow of the new dwelling. 3. Address the two docks on,the 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. LI O%ofFO�,�. . cagy Peter Young,Chairman c - Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O Box 1179, Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., September 14, 2016 the following recommendation was made: CHRISTINE HOWLEY to demolish the existing two-story dwelling and replace with new two-story dwelling with new two-car attached'garage, front roof over porch, seaward first- floor decks and seaward second-floor decks. Located: 320 Sailor's Needle Road, Mattituck. SCTM#144-5-29.3 The CAC did not make an inspection, therefore no recommendation was made. 4 1 11114/2016 01:41PM 516-777-`e7081 Richard Boyd f PAGE 01/01 Richard Boyd -Architect 2061 Richmond Avenue' Massapequa,NY 11758 (516)797-50$0 14 November 2016 Southold Town.Hall Anne_x Board of Trustees 54375 Main Road P.O.Box 11.79 Southold,N.Y. 11971 RE: Address: 320 Sailor's Needle Road,Mattitucic,NY 11952 S/B/L: Section: 144 Block: 05 Lott: 29.3 Owner: Clbristine Howley To Whom It May Concern: We request a postponement of our scheduled November Trustees meeting till January. After observing the stake-out of the home,we decided to shift the positioz+ing slightly. Front and rear setbacks will remain as previously submitted,but the side yard setbacks will be altered while maintaining allowable zoning side yard setback dimensions. if there is any other questions or requests please do not hesitate to'call. ;IlBoyd, EECEINOV 1 4 2016 RA Southold Town ��E.,�td of Trustees k t John M Bredemeyer 111, Pre! -+t ��OE SO(�Jyo Town Hall Annex O l ad o Main 375 R Michael J. Domino, vice-President 54 ,s`� O 375 Box James F. King,Trustee Southold, New York 11971-0959 Dave Bergen, Trustee G In y0 Telephone(631)765-1892 Fax(631) 765-6641 ) 1@921VIE OCT 2 5 2016 BOARD Or TOWN TRUSTEES D TOWN OF SOUTHOLD AUG Z 6 2016 To: $0 UId.TOWri uilding Department INGD o Re: Verification of-Buiiding Department Permit Requirements Tr"Mi10.r, souTHOLD SCTMff: J IT0&k1ST-1A[C-- 14-ROL-Ev Property Owner Name: Date Sent to Bldg. Dept.: � 2- The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated below: YES NO Will the proposed project require a Building Permit? Will the proposed project require a variance determination from the Zoning Board of Appeals? Will any part of this application be considered as Demolition as described under Town Code? COMMENTS: �ignature of Reviewer Date r Pichard Boyd e Architect 206 Richmond Avenue Massapequa,NY 11758 (516)797-5080 6 September 2016 Southold Town Hall Annex Board of Trustees 54375 Main Road P.O.Box 1179 Southold,N.Y. 11971 ]two Address e 320 Sailor's Needle Road,Mattituck, `lam' 11952 S/B/L: Section- 144 Block. 05 Lots: 29.3 Owner- Christine Howley To Whom It May Concern: We request a postponement of our scheduled September Trustees meetings,both the Field Inspection and Board Hearing,till October. Our attorney,Eric J. Bressler of Wickham,Bressler &Geasa,P.C.,has conflicts with our September dates, and the owner, Christine Howley,has had to leave the country for the next several weeks. If there is any other questions or requests please do not hesitate to call. Youruly / tJ , chard Boyd,RA S Rt-lf� %I S00;'.� John M. Bredemeyer III,President Town Hall Annex " Mffi Michael J.Domino,Vice-President 54375 Main Road R P.O.Box 1179 James F.King,Trustee Southold,New York-11971.0959 Dave Bergen, Trustee A 4= Telephone (631) 765-1892 Charles J.Sanders,Trustee Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only Coastal Erosion Permit Application _V4Wetland Permit Application Administrative Permit Amendment/Transfer/Ex 4ension eceidApplication: ReceivedFee;: $ 0'\<> AUG 1 8 2016 Completed Appl—ication: Incomplete:___ i -Southold Towi, SEQRA Classificatio y Type I Type 11 nlisted I sent): _LWRPCoordination:(da;71 Consistency Assessment Form: CAC Referral Sent: �Date of Inspection: Receipt of CAC Report: Lead Agency Determination: Technical Review: � Public Hearing Held: Resolution: Name of Applicant: H-IC4 e,.—r)V.4� Pro W e-1 -zo 45/� 1 1 -D u�- ? I I-V"K, Mailing Address: Lo �y Phone Number: 0 Suffolk County Tax Map Number: 1000 0 1 4:4+ 0 Property Location:_6_A-5"T— t4�Lie ?_j> . (provide LILCO Pole#, distance to cross streets, and location) AGENT: F\-e--O—Awc_ (If applicable) Address: � ce psss�ezz o A, C7 Phone: %.Co -71-7 -S-O&O 1o1 --41 Board of Trustees Applbc, ,on 1 GENERAL DATA Land Area(in square feet): 47 A62, 00 Area Zoning: ? '" Previous use of property: 5 tr, 2-� Intended use of property: Covenants and Restrictions on property? Yes V/ No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? V Yes _ No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes __ZINo If"Yes",please provide copy of decision. Will phis project require any demolition as per Town Code or as determined by the Building Dept.? V 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 No prior permits/approvals for site improvements. Has any perinit/approval ever been revoked or suspended by a governmental agency? V No Yes If yes,provide explanation: } 25 rr..r �( Project Description(use attachments if necessary): ti L-05 _q t-x t:--n I.-C9V ►D�W4 ot� W t-n+ i u--j op o-c-e LP L-m •� ��t,o-t-C�J �4 0 [ !Z�6 l tL14- �I- 0e-c,Y (�o-7.o -5,r-),5 c Pact � 0 5MwA A C � bv,"0,123,-3 Sr�) Board of Trustees App1i , jon WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: PnL.q-ioNO� L� ST 01.4 St NJ/,<Lff- Area of wetlands on lot: t OO® -a®�`"square feet Percent coverage of lot: Closest distance between nearest existing structure and upland edge of wetlands: 4 C7 feet Closest distance between nearest proposed structure and upland edge of wetlands: feet Does the project involve excavation or filling? No �'-r Yes If yes, how much material will be excavated? 2-AC cubic yards How much material will be filled? '2'0®-7-4V cubic yards Depth of which material will be removed or deposited: ! "f7 feet Proposed slope throughout the area of operations: 0 Manner in which material will be removed or deposited: 50 1 L. UJ L- t�7 L� FU e T-165—or-tir.. 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): r±Ls�� VJ t t/L' E s lic L�I_y C-7-r. gq-Le�5 eL Art- WA-re�.5 0"T-k-t S 'S�L'-rs -Tkepko POS e.0 �tuts Ste`N c. A-t y �s 61 7.20 Appendix B .Short Environmental Assessment Form Instructions for Completing Part l -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part�1 Project and.Sponsor Information l'tew L/ 'ry V_e­S Name of Action or Project: Project Location(describe,and attach a location map): iso 15ArtLaF�S4O1M:-U9-JUA-b-,, HP,7-"-,-vCj�_, r2 was-r-Srvr-(9F Sp-gL 'T Brief Description of Proposed Action: ���g�•ity �.F•,Tp •,�-. 11144r—Arm L,W( Y_e5t1> w n' ;4 �1. (�`Zb Le-r- #04 C> o-t— #04C> -ems w t-r�.t gelb& - .t %{ I 0> L d,W ttrr� A b 411-4:' Name of Applicant or Sponsor: Telephone: �t F—L CAA N-f_Q t:8y> E-Mail: F'13 Address: '2yGg 4- ft-C64 aa•tA ��nr� . City/PO: State: y Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, ]Ol9 YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that EY F] 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: (r ('� T-0 at 0 F So 'b(-a u-rL,C's •(, b JLt C&L,* � L� LJ 3.a.Total acreage of the site of the proposed action? s acres b.Total acreage to be physically disturbed? • acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? •CO acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial dResidential(suburban) ❑Forest ❑Agriculture El Aquatic [RrOther(specify): fnlS�dO ❑Parkland Zo.,LVAr e- 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? :® Q 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:_ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c. Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? L❑J 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: ❑ ' 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: f1 + 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑ b.Is the,proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YE 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. lde, tify thetypical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ®' horeline El Forest Agricultural/grasslands []Early mid-successional wetland ❑Urban IVI 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? 11 ❑, 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? 9J NO YES ❑ El b.Will storm water discharges be directed to established conveyance systemsrunoff and st rm drains)? If Yes,briefly describe: NO MYES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO ' YES water or other liquids(e.g.retention pond,waste lagoon,dam)? ,If Yes,explain purpose and size: � T-1 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20.Has the site.of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: El F] I AFFIRM TII T T INFORFM ZTIOPROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDG , Applicant/spons r ke: U�� Date: f�� Signature: CCe�pp Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the,following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material-conflict with an adopted land use plan or zoning regulations? ❑ 2. Will the proposed action result in a change in the use or intensity of use of land? El (� 3. Will the proposed action impair the character or quality of the existing community? E I EL 4. Will the proposed action have an impact on the environmental characteristics that caused the El establishment of a Critical Environmental Area(CEA)? FJ 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate El available energy conservation or,renewable energy opportunities? 7. Will the proposed action impact existing: a a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑' waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 1* No,orModerate 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 F1problems? 11. Will the proposed action create a hazard to environmental resources or human health? 0 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 determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental im 1a�ets 16 Town of Southold-Board of Trustees 14 T Name of L Age cy D to bPresident Print or Type Na f Res onsi Ricer,. LeW Agency Title of Responsible Officer Signature o esponsibl icer in Lead A e cy Signature of Preparer(if different from Responsible Officer) Page 4 of 4 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: STATE OF NEW YORK COUNTY OF SUFFOLK uls, "� � " D , residing at � `r'O �' d4Ci ANIF. L A- Lfx I •ttlTb , being duly sworn, deposes and says that on the day of X J- , 20 �� deponent mailed a-true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the addres s 'd persons as shown on the current assessment roll of the Town of Southold; that s ' No ces were m ' at the United States Post Office at So�-r+�aL� , that said oti were mailed to ch of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this ZZx Day of NDVRfi W-- , 20 I i Notary Public DIANE DISALVO N1bjA§Y 0'061:11C=STATE OF NEW YORK Na 01014M93 Qualified in sufiolk County ,My Commission Expires April 30, 20/jj � NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: SCTM# too® -- J 4 O Zt9 3 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: �t tto�5 �'X�STi `f'`f. �� �o Nt5Tpv�7— �{ �4 2 S �w�Z.�,t j S i t-i e,L E 1=A.( L, S,S"l'7, 'rO-VA-Lv c+t 14 C,Lu 0z-s A °o®.+ S.F. A-r-ry°tetfen4Y44 447 -A, 107 s.F. �,,rr fzooPsv ove-rc-F,P-cN, P, 2q q.et 4r, or-5etwrtt-0 P 123.3 55=.5 #DC 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: S Zv 15 A.< L.o?-'s "e_�t.E F-o" , H A'r-rr-ry �- -3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: •Jt5 `'f 6, l��vLMc2Ei2 ��Pf20t�-P "hT� +$�7e7t' j:30 F,1A. You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. PROPERTY OWNERS NAME: Ct -r' ST WLC 4`JL_.L_y MAILING ADDRESS: 1,SO 5&%t_OWS. t tem-nom . T,4A M_TV oma`( �Gl SZ PHONE #: yt_=34,+0 AGENT: MAILING ADDRESS: l of w?a<<N to .o.fz4- MAi-r%-ry - t y PHONE #:_ Enc: Copy of sketch or plan showing proposal for your convenience. ■ 0 ° 0 r ® e O ■ ■ ■ _ ® O ■ ■ t-9 r-9 [] 11- m p-- m 5E � ly, 1r1}79 1 , r� m m Certified Mail Fee •�fl X1971 f l Certified Mall Fee $3.30 r 7 Extra Services&Fees(check box,add fee p re) 14 Extra Services&Fees(check box,add rice "to) I Return Receipt(hardcopy) $ �• +-� '� ❑Return Recel t ardco 0 (1 I ❑ PY S, ((� P(h PY) $ r� p ❑Return Receipt(electronic) $ I POS[ma� O ❑Return Receipt(electronic) $_ $I I.IJ�I �J r Postim J� O ❑Certified Mail Restricted Delivery $ �I fe G- !] ❑Certlfied Mall Restricted Delivery $ $0 0 I� � Herep x E] -Adult Signature Required $ � `�, A O ❑Adult Signature Required $ h,�-rr-„_ i ❑Adult Signature Restricted Delivery$ T_ ❑Adult Signature Restricted Delivery$ Postage " ® O Postage $11.47 b® $11.47 O Total Postage and Fees �19f p3 Total Postage and F s $6 Ln $ $6.47 �� ; �' u7 $ 5.47 Sent To 1A W Sent To ��`f C`LA-C, � G LLl�O r' 1 p �� I�IS�E G ---------- .------ ----------- --------------------- ------------------- ---- -- ------------- ---------------- �- Street an A L No.,or D Box Afo � eat and : -------- O Bo No. City,Stat �� ��n�w� ------------------ � _ _ o -------------------------------- J Ir 0 0 ' rn �h1A TUCK � 1�19cU . L— U - I IT, • 0 ?, I IJ l A L 8 T- 7 Certified Mall Fee .� Certified Mali Fee M $3.:,i1 01971 m $3.311 '.T` Extra ervices&Fees(check box,add fee a, 7 te) 1"14 Extra Services&Fees(cheek box,add lee a,}yp.rnraate) fl_I ❑Return Receipt(hardcopy) $ li.-. ❑Retum Receipt(hardoopy) $ #lr ti O ❑Return Receipt(electronic) $ $1 I.Il l I 1-1'1 1 1 I 1,ll"' Postmark+, E ❑RetumReceipt(electronic) $ ^ Pos�erk ❑Certmed Mall Restricted Delivery $ $0 ID C`1 Here p ❑Certified Mail Restricted Delivery $ Sri 00 Here r" 0 ❑Adult Signature Required $ - � [:3 ❑Adult Signature Required $ r�ir to ❑Adult Signature Restricted Delivery$ r]Adult Signature Restricted Delivery$ (� 1 N •�J F-3 c Postage $1-1.47 ® Postage $11,47 n O Total Postage and T9. eys.17 X16 ^ "� Total Postage and 711 I V $ t ; ® o T83.47 O r--1 Sent To ul �� Sent To Shc 5----- o flu J -`-^J --------------------- Zia-,aL�Ala.,or Po Box o.4 A-V `f,,.� Street and�A`nt.Afo.i�or�P,�Box A(o. crysia� O l,o !` S i------------ ---------- c�ry'state;"i--a®-l` ----------------------------------- 05� t4 b Z t� 1 i COMPLETEi THIS SECTION • • ON IELIVERY '?ENDER:COMPLETE THIS SECTIONCOMPLETE • ON DELIVERY -`Sig ture 1 ■ Complete items 1,2,and 3. A Signature f Complete items 1,2,and 3 ❑Agent ■ Print our name and address on the reverse El Agent Print your name and address on the reverse �( g Y X ❑Addressee so that we can return the card to you. �1' ❑Addressee i so that we can return the card to you. B Received by(Punted Name)=C. eliv ry Attach this card to the back of the mallpiece, a eived by P ame) C ate of Delivery ■ Attach this card to the back of the mallpiece, e or on the front if space permits w' � or on the front if space permits. `�Gw►S D 1 Article Addressed to D Is delivery ad ess different from item 1 ❑Yes Article Addressed to. D Is delivery address different from item 1 F-1 Yes If YES,enter delivery address below. ❑ NoIf YES,enter delivery address below ❑ No 7 S/�tT' �ISN Cs�So 1-1-z_PV -H 3�,W SLq,4 , ' t LO 3 Service Type ❑Priority Mail Express® 3. Service Type 0 Priority Mad Express@ I II VIII IIII I I II II VIII I I I I II II I I I II I 0 Adult Signature ❑Registered MaiITM I I III111111111111111111111111111111111 0 Adult Signature ❑Registered Mal — 0 ❑Adult Signature Restricted Delivery Cl Registered Mail Restricted 0 Adult Signature Restricted Delivery ❑Registered Mail Restncted !tt:fied Mail@ Delivery �ert f d Mad@ Delivery 9590 9401 0153 5234 3578 83 ❑ artified Mad Restricted Delivery 0 Return Receipt for 9590 9401 0153 5234 3582 79 0 Certified Mail Restricted Delivery ❑Return Receipt for I 0 Collect on Delivery Merchandise 1 0 Collect on Delivery Merchandise 0 Collect on Delivery Restricted Delivery 0 Signature Confirmation- 2 Article Number(Transfer from service label)_--- - 0 Collect on Delivery Restricted Delivery 0 Signature Confirmation'" � Article Number(Transfer from service label) _ _ _ ❑Insured Mail ❑Signature Confirmation r ❑Insured Mail• 0 Signature Confirmation Restricted Delivery Restricted Delivery __5 0 6 4 0 3 0 0 2 5 3 6 3 9 0 6 7 0 over$50D)I Restricted Delivery ry 1r 5 0 6 4 0 0 0 0 2 5 3 6 3 91+ 0 Insured it Restricted Delivery ry PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt ?S Form 3811,July 2015 PSN 7530-02-000-9053 _ _____ Domestic Return Receiot SECTION • • • DELIVERY • • • • • I D • A. SignWf.. omplete items 1,2,and 3. Signat `e ■ Complete items 1,2,and 3. I ❑Agent Agent int our name and address on the reverse X ❑Addressee ■ Print your name and address on the reverse XC Y / ❑Addressee o that we can return the card to you. so that we can return the card to you. � R e (Panted Name) C. Date of De very l�$ecate of Delive tttach this card to the back of the mallpiece, ■ Attach this card to the back of the mallpiece, /� (�- '� I 1/ t / C l �� l� or on the front if space permits l r on the front if space permits. 1 Article Addressed to D Is ❑Yes Icicle Addressed to: D Is delivery address different from item 1? Yes If YES,enter delivery address below El No If YES,enter delivery address below C] No 1 SIN � >UiC50" �AT-I�w� 5eA_&UI p- W X O Z ( C.o 3 Service Type ❑PriorityMail Ex ress@ 3 Service Type 0 Priority Mail Express@ I 111111111111111111111 I II VIII II I�I I II I 11111111111111 0 Adult Signature p 0 Registered Ma: R +I I IIIIII IIII III II II VIII II II i I�� II I II I III III ❑Adult Signature ❑Registered Mal'^ 0 Adult Signature Restricted Delivery 0 Registered Mad Restricted 0 Adult Signature Restricted Delivery 0 Registered Mail Restricted KCertified Mail(R) Delivery kcartified Mail@ Delivery 0 Return Receipt for fry ❑Certified Mad Restricted Delivery 0 Certified Mail Restricted Delivgry� •0 Return Receipt for g90 9401 0153 5234 3578 76 Merchandise 9590 9401 0153 5234 3582 62 Merchandise ❑CollectonDelivery - ❑Collect On Delivery. �• T I 0 Collect on Delivery Restricted Delivery 0 Signature Confirmation - Merchandise Colledt of b&iiv6ry1R6stncted Delivery'0 Signature Confirmation ricie_Number_ffransfer-from service-label)._- ___ ❑Signature Confirmation _ 2. Article Number(transfer f;Qm;gPly+ a lahg/1•, ;, •_ p Insured Mad ❑Signature Confirmation ❑Insured Mail 7015 9 6 4 0 0 0 0 2' 63 911], i ❑Insured Mad Restricted Delivery Restricted Delivery 5 0640 0002 5363 9 0 9$- 0 Insured Mad Restricted Delivery Restricted Delivery (over$500) (over$500) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt ,orm 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt John M. Bredemeyer III, President �� ooGy Town Hall Annex Michael J. Domino, Vice-President �_ 54375 Route 25 Glenn Goldsmith 4 P.O. Box 1179 A. Nicholas Krupski oy �� Y Southold, NY 11971 Charles J. Sanders dol �a�; 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 CHRISTINE HOWLEY COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE I, G ��� ,residing at/dba A—LE being duly sworn, depose and say: That on they day of A P-J • , 201(o, I personally posted the property known as '320 SArk L.of-!S ISL'v by placing the Board of Trustees official poster where i can easily be seen, and that I have checked to be sure the poster has remained in place for igh days prior to the date of the public hearing. Date of hearing noted thereon to be held We es Nov ber 16 2016. Dated: 14 / L (stnature) Sworn to before me this day of N c)V 20 ) c®NlV1S D. BUNCH Notary Public, State of New York No.01 BU6185050 (qualified in Suffolk County Notary Public Commission E=xpires April 14,2Lao_o ,NUTILt: Uim Ht: AKING. NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWN ER(S) OF RECORD: CHRISTINE HOWLEY SUBJECT OF PUBLIC HEARING : For a Wetland Permit to demolish existing two-story dwelling; construct new two-story, single family 5,577.20sq.ft. total footprint which includes a 680.4sq.ft. attached garage, a 107sq.ft. front roofed-over porch, 1,299.9sq.ft. of seaward side first floor decks, and 1,123.3sq.ft. seaward side second-floor decks. Located: 320 Sailor's Needle Road, Mattituck. SCTM# 1000- 144-5-29.3 TIME & DATE OF PUBLIC HEARING : Wednesday, November 16, 2016 — at or about 5 :30P. M . If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 ,NUTILt: Uim HtAKING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: CHRISTINE HOWLEY SUBJECT OF PUBLIC HEARING : For a Wetland Permit to demolish existing two-story dwelling and construct new two-story single-family dwelling with a 5,577.2sq.ft. total footprint consisting of a 680.4sq.ft. attached garage; a 107sq.ft. front roof-over porch; 1,299.9sq.ft. of seaward 1st floor decks; and 1,123.3sq.ft. of seaward 2nd floor decks. Located: 320 Sailors Needle Road, Mattituck. SCTM# 1000-144-5-29.3 TIME & DATE OF PUBLIC HEARING : Wednesday, September 21, 2016 — at or about 5 :30P. M . If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of B a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Board of TrusteeS ApplioaLion AFFIDAVIT n+g'L-5' -n W-r:r BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORD WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. SrA7 z o uJ Signature of Property Owner S 2 � WORN TO BEFORE ME THIS �y DAY OF ! ry Pu tic J UJ. JO AN III U,otary Pub , ate Of New York No. 01J06076100 i< Qualified in Nassau County ' Commission Expires June 17, 20 Bard of Trustees Applicax;ion AUTHORIZATION (where the applicant is not the owner) I, �/&(�-n V�w 'r residing at S)cL L01Ls (print name of owner of property) (mailing address) MA,-M —FU C— � - do hereby authorize (Agent) to apply for permit(s) from the Southold Board of Town Trustees on my behalf. (Owner's signature) APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. ^, _ YOUR NAME• HtW !/L O,v-t�ST l"e •(Last name,fust name,middlt initial;unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO V/ 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 that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of V V 20_((,o Signature /7 NotaryPublic,StateOHN J. New York N y � /� No. 01J06076100 t' Print Name t��rl S�/1W— . 9 Qualified In Nassau County Comm! ion Expires June 17, 20, APPLICANT/AG]ENT/REPRESIENTAT TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code ofEthics prohibits conflicts of interest on the part of town of eers,and emplovecs.The pumose of this form is to provide inforination which can alert the town of possible conflicts of interest and allow it to take whatever action is , necessm to avoid same. YOUR NAME: ®�9P ) +'�" a (Last name,fir§t name,Middle initial,unless you are applying to the name of ` someone else or other entity,such as a company.If so,indicate the other ' person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building ✓� i Variance Trustee Change,of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other i (If"Other",name the activity.) Do you personally(orthfough your company,spouse,sibling;parent,or child)have a relationship with any officer or employee of the'rown orSouthold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a paftnership,III wliich the town ofrWr or employee has even u partial ownership of(or employment by)a corporation in which•tltc town officer or employee owns more than•5%(if the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. 1' Name of person employed by the Town of Southold Title or position of that person r Describe the relationship between yourself(the applicant/agcnt/representative)and the town officer or employee.Either check l 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 greaier than 5%of the shams of the corporate'stock of dieappliOnt (when die applicant is a-corporation); B)the legal or beneficial owner of any interest in a pion-corporate entity(when thor applicant is not a corporation); ; C)an officer,director,partiher,of,employee of the applicant;pi- the rthe actual applicant. DESCRIPTION OF RELATIONSHIP i Submitted this day of v coil Signature Print Name Form TS 1 JOHN J. JORDAN III Notary Public, State Of New York No. 01 JO6076100 Qualified In Nassau County Commiss' n Expires June 17 20 f Town of Southold LVVRP CONSISTENCE'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 forms is answered "yes" or "no", then the proposed action will affect the acluevement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each sannswer must be explained in detail, listing Doth suppo•tiana and nor- sul2po-ting 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# - 05, 3 PROJECT NAME L-L-1 \�—s t D The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. Nr� 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: Z-r,+. r�wr �M O"%S a-k L�STL. 1= �/srw t L`-(1�t �D B�IG� W 1'1'N (•G les �T��,/ta 4. C 2/ 3�O�Z`o) Aw o Xp ZS rr �¢ 'IaT�RCcN 1`' VL.,,Cr W r 1 1.1eta7 Vt&,"t cy P-MtOMcf- W M4 S,�7t, W -Ceyt-vAe.V (S;S"77.2sc NZ /T )v I Z't 1`' vj 1�T � 3!�-�� t�� 4�gz w pE�']"t�. U -ZC�9-t�-- Gt O �j( w/t-1F�r) rL►-tn r— cd V P Location of action: Site acreage: _ 2 .00 5 Present land use: '51 �t e 1.WT—AvAt!M b bl Ar-L, Present zoning classification: 9--fp 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: >4 c 4 w try-/ (b) Mailing address: 3 S/��.o 1`��D PAX=> A-r-n-ru 0-- I (c) Telephone number: Area Code 2(q (d) Application number,if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No W If yes,which state or federal,ageucy?, 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. poster a pattern of development in the Town of Southold that enhances community character, preserves open space, snakes efficient use of infrastructure, snakes beneficial use of a coastal location, and minimizes adverse effects of development. See LWR-P Section III-Policies; Page 2 for evaluation criteria. VYes ❑ No [-] Not Applicable S' S ©Pt He-094C) 1 �P = Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III-Policies Pages 6 through 7 for evaluation criteria Ef Yes ❑ No ❑ Not Applicable WL:- w Us �t -t-b (jt_►.t.o U-1-i L4 Y-1 'F0 L'C w titer Ag-THS Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III-Policies Pages S through 16 for evaluation criteria 9Yes'1 No ❑ Not Applicable ur-Tmw o t4 S nTjtr UVLnl/A OS *-COA-L-.7-A--(_ Pvy9 or oD 7-,o� - 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 15 Yes D No ❑Not Ap licable tj� �R,�� tJt L'i1 V e---CO-4wWIC�-1--1 SR:P-m C CA-V- S-9'M— UX A-I S 6 V&1E7- Iz'•i`5'-�'z• a 0-7ep w, (rY cwrl— r--rz)-`ue- V`�tL•+� Ro L J>i" I W r Lt-- &-1 UAl'b UGC . Wvt� `b -4,r- w 9- _ IMA R a LS w I L4, '96 1 "7120.0-uaD-t-b (�a✓kn--A..-&� va % PURE) 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. C '-4 �❑ ❑ Yes No Into__-pplicable 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 ❑ leo[ rNot Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in 'Town of Southold from solid waste and hazardous substances and wastes. See LNVRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No 9Not 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. ❑ YYc❑ No ITNot Applicable Attach additional sheets if necessary WORKING COAST POLi,.ES 1 r Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. VA ❑ 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 wwaters. See L Section III—Policies; Pages 57 through 62 for evaluation criteria. ElYes ❑ ' No �1 Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWIIP Section III --P'ol'icies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No Tot Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LW12P Section III—Policies, Pages 65 through 68 for evaluation criteria. ❑ Yes ❑1 No NfNot Applicable PREPARED BY TITLE J' E1 W-LT6-CT DA'T'E