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HomeMy WebLinkAboutTR-9738 Town Hall Annex Glenn Goldsmith,President 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly 4� Telephone(631) 765-1892 Elizabeth Peeples �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 20, 2022 Rachel Murphy 11220 Soundview Avenue Southold, NY 11971 REM 21695 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 1000-135-1-7 Dear Ms. Murphy: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, October 19, 2022: RESOLVED that the Southold Town Board of Trustees grants a (1) One-Year Extension to Wetland Permit#9738, as issued on October 28, 2020. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office.. Sincerely, Glenn Goldsmith President, Board of Trustees GG:dd September 20, 2022 To: Board of Southold town Trustees From: Rachel Murphy I am writing this letter to request renewal of permit # 9738 21695 soundview ave southold MY 11971 sctm# 1000-135-1-7 thank you rachel murphy 11220 soundview ave southold , ny 11971 viewrach@att.net 516-885-8931 y . 2022, Glenn Goldsmith,President 0, ,,, Town Hall Annex A.Nicholas Krupski, Vice President , 54375 Route 25 Eric Sepenoski P.O.Box 1179 Liz Gillooly IgG Southold,NY 11971 Elizabeth Peeples ' ` Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report p Date/Time'. `L3 2� Completed infield by: 1// d 16,7 RACHEL MURPHY requests a One (1) Year Extension to Wetland Permit#9738, as issued on October 28, 2020. Located: 21695 Soundview Avenue, Southold. SCTM#: 1000-135-1-7 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: )CChapt.275 Chapt. 111 other Type of Application: Wetland _ Coastal Erosion Amendment Administrative Emergency _—Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: a ,Gc-b a 15'%V1 + a Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples Glenn Goldsmith,President QF SO(/ly Town Hall Annex 054375 Route 25 Michael J.Domino,Vice-President h0 l0 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski y G Q Telephone(631)765-1892 Greg Williams �� �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE'REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES- .72`HOURS PRION TO'COMMENCEMENT OF THE ACTIVITIES CHEGk�D, ' F BELOW _ INSPECTION SCHEDULE , Pre-constructf n, hey befe1in'e/s1lt'bo0'ffi/6ift`curtain 1St day of construction % constructed __ __ When project complete, calk for compliance inspection; ' ge f BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK R PERMIT NO. 9738 DATE: OCTOBER 28,2020 ISSUED TO: RACHEL MURPHY PROPERTY ADDRESS: 21695 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 1000-135-1-7 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 28, 2020, and in consideration of application fee in the sum of$250-00 Daid by Rachel MWhy and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: i�: Wetland Permit to demolish existing dwelling and porches,detached garage,shed,cesspool,_walks, I driveway and air conditioning units; construct a proposed two-story framed 4,178sq.ft. (59'x4O' I sq.ft. f irregular)dwelling with 1,100sq.ft. attached wrap around porch with steps to grade;a proposed 416 (16'x261)attached garage; proposed 314sq.ft.(13lx23.31)roof deck over side porch; proposed 140sq.ft. (13'x9.5')roof deck over garage; proposed 85sq.ft.(171x5')basement stair; proposed 35sq.ft.(71x5l) egress window well; proposed 185sq.ft.(21.4lx8.7')uncovered impervious patio-rear side; proposed -left side; proposed steps to grade from 935sq.ft.(40.11x45.51 irregular)uncovered impervious patio porch; proposed 480sq.ft.(16'x301)in-ground swimming pool; proposed 41x101 pool equipment area (pump,filter&heater); proposed two(2)31x31 air conditioning units; proposed 3'x5' standby generator; proposed I/A septic system; proposed 2,750sq.ft.gravel driveway; two(2)proposed drywells for house, patios&pool; a proposed 4' high compliant pool enclosure fencing; and to install and perpetually 1 maintain a 10'wide non-turf buffer along the landward edge of the top of the bank; and as depicted on the survey prepared by Metes and Bounds Surveying,last dated October 16,2020,and stamped 4 approved on October 28,2020. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these th presents to be subscribed by a majority of the said Board as of the 28 day of October,2020. o ISFFOI/ . ZZ '-ww'AA'i A,01111 4MW1W`)_0—IMMG1. TERMS AND CONDITIONS The Permittee,Rachel Murphy,residing at 21695 Soundview Avenue, Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense,defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President �OF SOU�y Town Hall Annex Michael J.Domino ,`O� Ol0 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams �0 �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 29, 2020 Michael Macrina Architect P.C. 21 Main Street Stony Brook, NY 11790 RE: RACHEL MURPHY 21695 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 1000-135-1-7 Dear Mr. Macrina: The Board of Town Trustees took the'following action during,its regular meetingrheld,on_ Wednesday, October 28, 2020°regarding the above matter: -WHEREAS, Michael Macrina Architect P.C., on-behalf of RACHEL MURPHY 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 September 30, 2020, 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 recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 4.1 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: proposed structures have been moved out of the Coastal Erosion Hazard Area; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said a Ipp ication on October 28, 2020, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS;-the-Board-has determined-that-the-project as_proposed will not affect.the_ health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of RACHEL MURPHY to demolish existing dwelling and porches, detached garage, shed, cesspool, walks, driveway and air conditioning units; construct a proposed two-story framed 4,178sq.ft. (59'x40' irregular) dwelling with 1,100sq.ft. attached wrap around porch with steps to grade; a proposed 416sq.ft. (16'x26') attached garage; proposed 314sq.ft. (13'x23.3') roof deck over side porch; proposed 140sq.ft. (13'x9.5') roof deck over garage; proposed 85sq.ft. (17'x5') basement stair; proposed 35sq.ft. (7'x5') egress window well; proposed 185sq.ft. (21,4x8.7') uncovered impervious patio'-rear-side; proposed, 935sq.ft. (40.1'x45.5' irregular) uncovered impervious patio-left side, proposed steps to grade from porch; proposed 480sq.ft. (16'x30') in-ground swimming pool; proposed 4'x10' pool equipment area (pump, filter& heater); proposed two (2) 3'x3' air conditioning units; proposed 3'x5' standby generator; proposed I/A septic system; proposed 2,750sq.ft. gravel driveway; two (2) proposed drywells for house, patios & pool; a proposed 4' high compliant pool enclosure fencing; and to install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the top of the bank;'and as depicted on the survey prepared by Metes and Bounds Surveying, last dated October 16, 2020, and stamped approved on October 28, 2020. 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 V truly yours, lenn Gol mith President, Board of Trustees OCTOBER 18, 2017 SURVEY OF LOT COVERAGE CALCULATIONS MARCH 30, 2018 - ADD PROPOSED HOUSE landward to top of bank APRIL 12, 2018 - ADD COASTAL EROSION HAZARD LINE PROPERTY (area = 20,462 SF) SEPTEMBER 25, 2018 - ADD ATTACHED GARAGE SITUATE JANUARY 23, 2019 - MISC. REVISIONS VILLAGE OF SOUTHOLD COVERAGOEPOSED BREAKDOWN JULY 10, 2019 - AS PER ZBA COMMENTS TOWN OF SOUTHOLD HOUSE - 2,099 SF SEPT. 29, 2020 - AS PER TRUSTEES COMMENTS SUFFOLK COUNTY, NEW YORK GARAGE - 416 SF OCT. 16, 2020 - AS PER TRUSTEES SITE VISIT S.C. TAX No. 1000- 135-01 -07 COVERED PORCH = 1 ,100 SF POOL = 480 SF DRAINAGE SYSTEM CALCULATIONS: SCALE 1 "=30' TOTAL COVERAGE = 4,095 SF ROOF AREA: 3,615 sq. ft. REAR PATIO AREA: 185 sq. ft. , " . 4,095 SF 20,462 SF = .200 SIDE PATIO AREA: 935 sq. ft. 1 •1 O PROPOSED LOT 4,735 sq. ft. X 0.17 = 805 cu. ft. Z \ COVERAGE = 20.0% (conforms) 805 cu. ft. / 42.2 = 19.1 vertical ft. of 8' dia. leaching pool required (� PROVIDE (2) 8' dia. X 12' TALL STORM DRAIN POOLS landward to top of bank to be wrapped with filter fabric ROVED BY - c_ -. BOARD OF 1 RUSTEES J 2 6' 45 TOWN OF SOUTHOLD CP,, ° DATE a r CMW zrj ztozo O� Q44nx ,ru LONG ISLAND SOUND 04, 4 0�;� CONC. SEAWALL CONC. SEAWALL HIGH WATER ALONG WOOD BULKHEAD 13 L�Gf �O 11 C TIOA4 OF 15 12 13 �- 0' o 14 15 EXISTwG DI 16 0 _ 1,r 1820 $1 ,. ro X I' ,� PROP ED 1Dft P,FMOVFD Z 7.1'to C.E.H.L.(PATIO ON GRADE) TO BE 0 ZONE VE 16 A v �1.; NON- RF BUFFER b EX RJC;•l1NITS SIN o 12.2 to C.E.H.L. (POOL) D ZONE X N WI`. 1 COAS AL EROSIOt�I AZARD LINE j rn XI ' Iw x� v I 9.2•to C.E.H 3.8 to C.E.H.L 0 PROPOSED U AR TRENCH DRAIN B T BE tso i� EL�9. 22�i m`,, I PROPOSED PIPED TO DRYNEIL in EL 20.5 -VL'V El Is PROPOSED 4FT TALL 35 0 cr PpO\ POOL COMPLIANT FENCE ^ EXISTING 2 STORY I UNCOVERED Zg5 0.9• ,a 1 11• o MPERVIOUSPATIO 11 W We\ONFRAME MSE NIGRADE\ - : y95 u N (6'DEED) TO BE REOVED ' 0 No� o ',8dia.x12'tall oX 8•dia.x12'tall DRYWELL #'2 DRYWELL Fp 25 EL21.0 �- ROPOSED O FOR HOUSE, N/0/F ,�/1 FOR 1 2.5 PR�D t 16'X30' SIDE PATIO At GEORGE VASILAKIS �011SE At ELa9s o 0 COVERED IN-GROU'Z-, \ N O POOL BACKWASH �. AR PATIO 39'- -'� � PORCH \-?'. A2 _. \ "/� 12� POOL '� E-XioTING 1 STORY PROPOD a i EL.19.0 (4' DEEP) O e 1' ROPOSED FRAME GFi-x CELL 2 STORY H 5E �. 1�'- AVERAGE FRONT YARD SETBACK e `- STAY pN GONG:p V IMPERNOU o G(:r BE 16, '"� i1 o PATIO ON ��BE PROPOSED 4FT TALL 0 0 8 BEDROI o\ - GRADE � OVED POOL COMPUANT FENCE 19:5 lO Yw. F.F.E.= 215\ <� _ _ ELJ9.0 / �\ LOT #6 - 31.8' OROPOSIlJ ia� A o 0 __---- W PROPOSED LINEARR ATTACHED \2O•0 _) ry 0 V, TRENCH DRAIN TO BE LOT #5 - 58.6' EX. PORCH TO t� 0 GARAGE', PROPOSED LOT 4 - NO STRUCTURES BE REMOVED G.F.E. = 1915 ' No- \COVERED 0 EL.19.0 .,- r \ PIPED TO DRYNFII j2 # 20.73 ' �� 18 121.0 PORCkE'' 6A• °� _ LOT #3 - 25.5' X d ,,,, ` o\ x LOT #2 - 31.8' 1e' --' \ , ,dROPOSED 1/&_ 1 SEP1jC-SY$T ?6 66 LOT #8 - 41.9' EL.19.5". I SL ps1 _\a _SEE rIPPROUED; 4' o S LOT #9 - 3.2' yFo Q�� \ NZ\-! CE FE 159 _ 16.50 LOT #10 - 2.4 �� c� / I 'I �\o PRO OSED \ SPL\T R FENWp00 EX FENCE LOT #11 - 6.3' W I', �\ GR VEL 15.58 Nj o DRI, WAY 1 ME TOTAL = 201.5 •0 1118.65\ PA SPL\T RAIL FENCE OF _16 201.5/8 = 25.2' AFYS EP x Ex. X i Gov N1 16.75 ' EDGE OF P P�ME 17 AREA x Q 17.2 (� .S deeded property line = 151 44,014.1 sq. ft. X 1 .010 ac. -1&9 18 -'3 landward to top Of bank = �cy HYDRANT 19 4° 0o 954 V� 20,462 sq. ft. t WATER METER 0.47 ac. 4E SPOT LIGHT p GAS VALVE S 0 v 1 t NOTE: LOCATIONS AND EXISTENCE OF ANY t DRYWELL SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE, ARE NOT CERTIFIED. y, THIS SURVEY IS SUBJECT TO ANY EASEMENT ► METES AND BOUNDS SURVEYING OF REGARD AND ANY OTHER PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE '! 53 PROBST DRIVE 'UNAUTHORIZED ALTERATION OR ADDITION TO A SHIRLEY, NY 11967 SE S A MOLATIOINGOF ARTICLE D134,SECMO SURVEYOR'S 'I 7209, SUBDIVISION 2,OF THE NEW YORK STATE PHONE (516) 972-5812 EDUCATION LAW surveydude@optonline.net "Copies from the original of this survey map not marked with an original of the land surveyor's inked seal or his embossed seal LOTS: 07 BLOCK: 01 SECTION: 135 DISTRICT: 1000 shall not be considered a valid true copy." "Certification indicated hereon signify that NOTES: MAP OF: this survey was prepared in accordance with the existing Code of Practice for Land Surveys adopted by the New Yoey State Association of 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Professional Land Suryors. Said SITUATED AT: HAMLET OF SOUTHOLD certifications shall run only to the person EXISTING ELEVATIONS ARE SHOWN THUS: x 00.00 TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. for whom the survey is prepared, and on his behalf to the title company, governmental PROPOSED ELEVATIONS ARE SHOWN THUS: agency and lending institution. EL.19.0 Certifications are not transferable to Michael & Rachel Murphy additional institutions or subsequent owners." 2. FLOOD ZONE INFORMATION TAKEN FROM: CERTIFIED FLOOD INSURANCE RATE MAP No. 36103CO158 H TO JOB NO.: 17-293 ZONE X: BASE FLOOD ELEVATIONS DETERMINED DATE: OCTOBER 18, 2017 SITE INFORMATION: OVERALL LOT AREA- 44,014.1 sq. ft. (1.010 ACRES) 24" LOCKING POLYETHELENE AO COVER @ GRADE,TYP. ALLOWABLE INFILTRATION RATE- DISPOSAL SYSTEM FOR FIVE � '' ITEM DESCRIPTION for OWTS TO SIX BEDROOM RESIDENTIAL PROJECT FOR LEACHING '" '' TANK AN600 245 NITROGEN REDUCTION POOLS per TABLE 5. '' A TANK AN600 245 PRETREATMENT 04.3' 5.8' �, B SNG STANDARD 2 TANK CONNECTING KIT FEMA Zone X&VE16 per FEMA Map FM36103C0158H - Map Fi C ASSEMBLY RE-CIRCULATION 245 COMPLETE AN600 , revision date September 25, 2009 G r ��' D AN600 W/PLATFORM COMPLETE 02'7 02.1 PROPOSED DWELLING w/5 BEDROOMS (550 GPD) ?.� ,,/� E EC50-30-L-120-PLC N F 24" POLYLOK 3008 WEST HD COVERS&SAFETY SCREENS 3008-SS _ 21695 S PROPOSED SEPTIC SYSTEM FOR 6 BEDROOMS , ' V ' G ANTI-FLOTATION RING FIBERGLASS FROM -- m TO DRAINFIELD (1)HYDRO-ACTION AN600 (OWTS-660 GPD) ,.• DWELLING co (8)8.5' LONG x 4.75' WIDE x 2.0' EFFECTIVE DEPTH �/� 1 Hydro-Action AN600 Series OWTS Details VIEW AVENUE LEACHING GALLEYS (LG) (H-20 TRAFFIC RATED) '� '"`, ---- (4) EXPANSION GALLEYS (EG) (H-20 TRAFFIC RATED) Scale: NTS CONTROL PANEL&AIR PUMP LOCATED 930.0' WEST OF NORTH ROAD,ON THE NORTH SIDE IN POLYETHYLENE ENCLOSURE 06.3' �jrl, OF SOUND VIEW AVENUE. ; d VILLAGE OF SOUTHOLD ^� 04.8' 12.0' TOWN OF SOUTHOLD ` " SUFFOLK COUNTY � C�� PLC CONTROL PANEL VERTICAL DATUM - NAVD 1988 , LONG ISLAND SOUND w/HP120 COMPRESSOR ELEC. &CONTROLS OWTS TOP PLAN VIEW BOUNDARY&TOPOGRAPHIC DATA BY METES & BOUNDS JUNCTION BOX SOUTHOLD E � TO CONTROL BOX (see NOTE 11) SURVEYING DATED JANUARY 23,20119. AIR HOSE&ELECTRICAL TO REMOTE TOWN OF ALL LOTS WITHIN 150.0' OF THE SUBJECT PROPERTY ` SUPPLY TO TREATMENT UNIT E AIR PUMP ELEC. LINES& SOUTHOLD ARE SERVED BY PUBLIC WATER. �O - `\� PRECUT RIBBED RISER PEDESTAL CONTROL PANEL CONTROLS TO LEGEND: SET 2"ABOVE GRADE REMOTE LOCATED CONTROL BOX F (see DETAIL 2) YH dro-Action Control Panel Detail c BW- BOTTOM OF WALL �� CONC. , 2 ::.:• designed by: � CONC.SEAWALL Scale: NTS �_ :' =���:<�;K�:. •:=:=:-r:�°,x;::': �. �� : ;�: CO-CLEANOUT SEAWALL ' '` ALONG WOOD BULKHEAD - - - HIGH WATER AL Cl -CAST IRON - - " • CORE DRILL TANK& COP INV CROSS OVER PIPE INVERT - +► OF BANK - - µ* ..' =a=.<...... ..,,..>.: ::%j BOTTOM - - - _ 14 INSTALL WATERTIGHT ; '.-�. .►- EXIST.STONE _ _ - - - N/O/F < > Ar .. .- DW- DRYWELL y Y `. _ - r _ _ _ _ _ _ - - 15 _ _ _ _ _ _ ALLS&STEPS_ - �. - j SEALED FLEXIBLE JOINT DP- DISTRIBUTION POOL ` _ _ _ - - - - - - - - - - -- - - - - - TO REMAIN- -- - ` r '- - 6 ESTATE OF o APPROVED BY THE FROM DWELLING EL- ELEVATION � - -_ - - - - - - - - -_-_- _ - - - - - -� - - - erg - o TO DRAINFIELD EG - EXPANSION GALLEY 12 = 13 - - - - --- - -'_� - `A�' ZOB � ANDREW Z. LEVIN MANUFACTURER,TYP. / EP- EXPANSION POOL 14 5- _-_-_-_- - - - - - - - - - __- ,. "' O ET-EXPANSION TRENCH is -_ _r? - _- - - - - - _ -^ - -- - - - - - p ` N� g j D HIGH WATER EXIST- EXISTING 18 TSU" - - '- - - - - - EXISTING FRAME f FFE- FINISHED FLOOR ELEVATION - 21 --_- - \ O 7.1'to C.E.H.L.(PATIO ON GRADE) y ZONE VE 16 20 STOP OF BANK Ix.A/C UNITS ` EXIST.SEPTIC SHED TO BE REMOVED C1 A ALARM FLOAT GFE-GROUND FLOOR ELEVATION 1 1 TO BE REMOVED o SYSTEM TO BE 12.2'to C.E.H.L.(POOL} 1n o c� II \ N GSF-GEOTEXTILE SAND FILTER t +,, O (6 LO RECIRC.TIMER L6 �� cn \•---'n -REMOVED AS PER w �y YENABLED FLOAT HEGE-HIGHEST EXPECTED GROUNDWATER ELEVATION N 15 SCDHS-WWM om 1� INV- INVERT ZONE X U' n w SPECIFICATIONS ,..,� D LF- LINEAL FEET N OSt RID L.�N� `6o ....--`--�'I ___ I I 3.8'toC.E.H.L �' LG-LEACHING GALLEY \\ L Eft ON \ / 9.2'to C.E.H.L --- EL19 c G G LP-LEACHING POOL 0• Gpp,ST� -- 0 MAX- MAXIMUM \ 10 caw PROP.UNCOVERED \� E\20.5 / ELI - I ��2• � \ v PATIO ON GRADE> -'-- •.:.:�•:: :: :{..::.::,::; :....::• :•::•::::•:: �::::.::.:::::.:::::. : ,:::..,:..::•.•.:::.:::::•:•-;>:<:•,: •: PO Box 1913 MIN - MINIMUM ELL21.0 \ \ x 'O 4.98' 5.50' Bridgehampton NY 11932 OWTS -ONSITE WASTEWATER TREATMENT SYSTEM \ EXIST. 2 STORY O 7 19 5 J' ,�,,�- POOL y FRAME HOUSE POC - POINT OF CONNECTION \ TO BE REMOVED e\\ �' 'o EQUIP. 3"THICK BED OF COMPACTED 631.591.1488 \ 0- o�w x ELECTRICAL SERVICE, SAND. MAXIMUM TOLERANCE info@eecoordinates.com TYP-TYPICAL wind , \ i 25 PROP, i- CONTROL LINES&AIR BLOWER OWTS SECTION VIEW OF+/-1/4" IN ANY DIRECTION TW-TOP OF WALL 25 PROPOSED PROPOSE 16.0'x 30.0' f IDW SP� , TO OWTS CONTROL PANEL \• ( DW �t-VOLUME 0\. �� EL19.5 q6�� COVERED PATIO ON SWIMMING ; , \` (see Detail 2) CONNECT TO t _Ez PORCH GRADE POOL ► ``rl " pF \ EXTG.GARAGE BUILDING SEWER C EXIST.WELL AG PC ;' PROP. 2 STORY ► TO BE REMOVED �' �� YNE J- ® TEST HOLE LOG � �5 ' Q� N BY McDONALD GEOSCIENCE 6� ' TO BE REMOVED 5-BDRM DWELLING EL.19.0 �o $' �' :#'T:'f�� PROPOSED LEACHING ' ` GALLEY �� NEW w/BASEMENT M/,l, 34 xI•:,.,: DATE: 10.16.E-018 PVC D30 CELLAR FFE=21.5 --- ...t 1i t SDR 35 =tet ELEV= 16.51 0.0' N/O/F O� STAIR 16� 0 --- - -- - - \ HYDRO-ACTION 24" GEORGE VASILAKIS \ _ - - _... - - - - -- - - - - SH CLEAN-OUT AN600 OWTS *":" NATIVE BACKFILL )► Dark Brown Loam N� o EL.19.0 i (see DETAIL 7) Y'�y'vr`4'ti � I �w EL19.5 PROP. 0 1a� o , i \ (see DETAIL 1) �----- ►° ::- ; COVER:1.0'MIN. N. _ >.� �.. x 'ro y G. (OL) 1.0' 0A _. ,$ ,.::;_ +_ .. 2.0'MAx. `t w ► - :) I .fix._=_ `t)'< `rt 3.0'MIN 3.0'MIN ?:::-;:x F 092 30 W (. EX. PORCH TO N GARAGE \ TO OWTS •.- PVC WYE W/ ` N EL19.0 o <€zl> ;', O < .>::; _ ► _r-� - \ =MI; 3 DOD jDRpF IONP BE REMOVED c GFE_ 19.5 THREADED CAP _ ass ',il't. 20.73 $� EL.21.0 '► , \ i =i$ro-fil r`:::e:ax:c.` :: cl::'.s` '' X �� o. f� O � � v! I# �:.S:S�s�1��_?��..• •,xa rs��<:ax's>�? Brown Clay r Igo ,\ 6• x16.6 _ CAST IRON PIPE ► \ N. N 5 - - - - - - - - - - ,�r^` r� ? TEST DISTRIBUTION BOX CI TO PVC :a°> e' s' - _ - - •/' HOUSE ADAPTOR :-.A• "`' ;"~'<K= �1- `h a;11. � WATER IN VARIOUS COLORS CLAY/ Q (see Detail 4) I dxt �, J " . #`. SANDY CLAY(CH/CL) N16 EL 19.5 r o o,�aN '� ' U' s - �' / 1�`0 FE 15'9 Y PROP.ASPHALT , - ..:.. . s.' _ x CERTIFIED CLEAN - - - - - - - - - - - - - - 4.5 (GW EL 12 Z , i ► i - ^`? EXTG.CAST-IN-PLACE :; •- z 'r.- �:_. ALE: P DRIVEWAY , �' s � x••, . ` ,ti. °ra`<;}�Y�.�a:..,� _ ,.k: ... ,r~s.< SAND IMPORT SC PER PLAN �'' , L FENCE '= i �''': CONCRETE FOOTING Opp (� : •. �.;.- �•.:..:;�.>.,... k:� ► ,." !•„^....c�'•3:::,i:3y,c^S:i'r:;:.'sf�z>;: O - - J>.> P:'3EE - ` 9 r w .;<:: - :: , :'r r:=, JOB NUMBER: 19 032 o WICK SYSTEM 15.58 a:: =:.:= :.: ,x. «,za; (see DETAIL 6) I :��e`� h _r GRANT CERTIFICATE #: HAS APPLIED 18.65► I z / E OF ON R UIPR I Sp>V\TRP `J 16 Clean-out Section Detail @ House .1;:,.. .:. r.,: ` �C!�. l: ':.=Y :•h :,•:}_. {� °I Q E X �. Ove x ::a"' _:.,: a .. .... 1 l ERS 3 =`_. "'_ glf }_ EXIST. ELECTRIC METER , + 0 g 16.24 S _ : & - 16.75 Scate: NT I = .: t:: ( �l i �" !^ UNDERGROUND SERVICE , >'': 2:t := '; 111 .:� , STEM Water in Various Colors 3 + 3 19.25 E� - _;,,:,-..;;::•'.z,.,. Clay&San ClayLINE TO BE RELOCATED + / �PVE� _ -• _::> s y r.:.:,. 1 1 Kt>:::.:; Y Sandy /, / F 17 � .;�:_-.::`'� t�•_: .nil;. �:... , 1` F ART J�7t �pV►�{+ `i.'..:i`'i: :�;xi H LD E P l l 1 �T J E 1 1 1 CH&CL POLYLOK20" _ EpG r x::zr °= ,7•, . .. ( ) / X HYDRO-ACTION :; z , DISTRIBUTION BOX , ., :.,_ " 17.26 / MAIN ELECTRICAL PANEL MmwEsr TREATMENT UNIT ': qR' ze ,,: ` a:r z: NDISS'TU BI'CT`""""-" eel17.51 '; DISCONNECTc',`•. r 3.:::;:... JT ti :>:•.::: . SOIL (PW5F� :<e i;::=:"`.I `` ':< ?; ::,.; :•;; 71 's... ;::::. EXIST. UNDERGROUND 8 lJ NCB 1 #::Irt>::r_.:s.:. y;- >: :„ FROM OWTS - TO LEACHING FIELD PROP,WATER METER GAS METER &SERVICE X - 18.96 30 N - - :` x:.. i. &SERVICE LINE LINE TO REMAIN CB 2 - -- RECIRCULATION PUMP :_. _-{ PROVIDE SPEED 1� MAIN BREAKER a :x a, ..� cra see NOTE 13 1 V ` iSPJ CUTTING RING-: :''.. I ° k s 43.0 LEVELER ON 8 1 - -- - AS REQ'D ,... < :•t.,;.;:,>: ::. G �- ( ) N MIXER PUMP 0o CB 3 - EACH OUTLET ` � 2'.��_��::4 r -'�•;:.r:;,: `r `�" � , X 19 O N :i' O ---- -- '' ..-:a:..- 12'THICK UNDERDRAIN 19.54 CB 4 AIR _ - AIR HOSE TO DIFFUSER sl:;.1 : q_. .. FILTER MATERIAL TYPE 1 - " 'n� �� 1~ : P PUMP\J wu O :: , :>. 1t Z J� G � 6 CB 5 �1 --- RECIR TIMER ENABLED - ss::: -..,..:,. Water in Brown �N�� j j =� - NO. DATE DESCRIPTION Pol lok Distribution Box Detail P TO CONTROL EST.DEPTH 43.0' `Islh°:a >`~ - WATER IN VARIOUS COL R I Y H/C Fine Sand 4 y ���M CBA - - '-- a PANE 2 - -- - - -.- - - - - - _'° WATER IN BROWN FINE ND-(SP)4_ - (SP) Scale: NTS P� 5 4 - --- - r .....:._ .:k;::: :- : : :: :; s ��; :,>.:...:... y>.. DRAWN BY: AMH HIGH WATER ALARM ,;,;;;.; t; � G_ �.: '_ ra:;:Vic:a.`:z ii:Y?iC:;d.�C::.e:r::i�? "� ., •--y i'.'a:= V - s_ v �-------- T..3 t ::;: .:::.g:,I`r•s°:<. EXCAVATE 6'MIN. \� CIRCUIT BREAKER SPECIFICATIONS: 4 s':`:-` 4'. T-' '#`�'`I;µ C _ a (V • _ Fir INTO ACCEPTABL �� DESIGNED BY: AMH 53.0 CBA-30AMP = - -- - -FIELD WIRING MATERIAL u E,. OWTS Site Plan CB, NOT USED GROUND Wick System Detail (see Test Hole Data) �' ' REVIEWED BY: TFE- DWR/KMS/JXH GENERAL NOTES: Scale: 1 = 20 ft Scale: NTS „ CB 2-20 AMP fU c3 MANUFACTURER WIRING � Id-- ti. • .7 CB 3-20 AMP ------------PNEUMATIC HOSE {FIELD INSTALL) c h _ DATE: DECEMBER 10, 2019 CB4-10 AMP 1. HYDRO-ACTION AN600 OWTS. W F- � .�:_ CB5-10AMP SCTM#: 1000-135-1-7 2.THE SEPTIC DESIGNER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. WiringDiagram Detail G �, �- c. THE CONTRACTOR SHALL PROVIDE PHOTOS OF THE AS-BUILT INSTALLATION PRIOR TO BACKFILL WITH ALL 5 LtJ CO 'U_ r', ►: Scale: NTS SCDHS REF#: R10-19-0021 COMPONENTS LOCATED AND DOCUMENTED. 3.THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH AND SHALL BE AN AUTHORIZED INSTALLER. 40.0' 4. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF ! , HEALTH. "" 35.0' - - - - _.. - - -' - -- a _ I cx. FINISH GRADE HYDRO-ACTION AN600 OWTS O �+ O CA 5. THE SEPTIC DESIGNER OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDH. HDPE VALVE BOX DISTRIBUTION BOX O SEPTIC RIM EL= 19.0 RIM EL= 19.0' d 1J 6. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE RISER&COVER 30.0' - - -- - -- - INV IN= 16.33' INV IN= 16,10' j ! � PROPERTY OWNER SHALL BE PROVIDED TO SCDH.THE MAINTENANCE CONTRACT SHALL INCLUDE THE INV OUT= 16.215.93' w _ o END PLUG INV OUT= w �� SITE PLAN MAINTENANCE OF THE I/A OWTS. BOT EL= 11.0' OT EL- A G FLUSH 5 7' LEACHING GALLEYS 25.0' CLEAN-OUT -._ _.____ _ _._ __ __ ___....._... ____ -- - FG EL= 18.0' - _.... -_---_.._..__ _ __.____-_..._. ._ _. _ ` a B 1 r8{ O •• 7.A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. FFE=21. ' (see DETAIL 7) INV IN= 15.81' 0 �: 20.0' - - COVER:1.0'MIN. - COP= 14.97' 1 - E Go 8. NO HOUSE TRAP SHALL BE INSTALLED UPSTREAM OF THE I/A OWTS IN ACCORDANCE W/SUFFOLK COUNTY 2.0'MAX. BOT EL= 14.1 �G •• �= OWTS .� < I. •H DEPARTMENT OF HEALTH RECOMMENDATIONS. THE OWTS SHALL VENT THROUGH THE HOUSE SEWER PIPE, ® � NO ADDITIONAL VENTING IS REQ'D. CLEAN-OUT _ °o 0 00�,r�0 0 o p � f � I. r INV= 16.95 15.0 - �g�o®oo oo�oo _-� r UPGRADE SIP 9. OWTS SHALL BE TESTED FOR WATER TIGHTNESS BEFORE INSTALLATION OF FIBERGLASS UNIT USING A METHOD (see DETAIL 3/NOTE 12) HEGE WATER 12.0;, - _ - - - - _ _ _ _ _ _ _ �: o E - - - - - - - ,...- - - -- - - - - - - - - - - - - - - - - - - - - APPROVED BY THE MANUFACTURER. er TEST HOLE J - C. ---+ PVC SEWER PIPE, TYP PVC PIPE D3034 10.0' p --- N - - - - - - - - - - O •` _ G `" u i SDR 35 30.OLF4" PVC PIPE 13.8LF 4" PVC PIPE 12.OLF 4" PVC PIPE - 10. ALL EXTERNAL ELECTRICAL &CONTROL LINES IN 314"SCH40 PVC PIPE. ALL AIR HOSES IN 112" SCH40 PVC PIPE. PVC 300 BEND D3034 SDR 35 D3034 SDR 35 @ D3034 SDR 35 @ �a "a DIRECT BURIED ELECTRICAL CABLE IS NOT ALLOWED. (20.0'CI+10.0'PVC PIPE) S=0.0104 MIN. S=0.0104 MIN. I ; _. .. .. . . _ _._..Cl PIPE 5.0' - __. @S-0.0208 MIN. v 11. 9"X 9"X 7" DIRECT BURIAL JUNCTION BOX FOCUS DBS-97-JB. FROM i `fes TO OWTS S�P 3 � 2Q2O 12. CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO DWELLING 0.01 COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY SEPTIC DESIGNER OF ANY DISCREPANCIES IN CI-PVC HOUSE 0.0 10.0 20.0 30.0' 40.0 50.0 60.0 70.0' 80.0 90.0 100.0 110.0 120.0 130.0 C_ THE INVERT ELEVATIONS. ADAPTOR -PVC 60°WYE Se tic �il�eSfte�clion... S.CD.H.S. Stamp13. MAINTAIN 4.5' OF COVER MINIMUM OVER THE PROPOSED WATER SERVICE. 7Flush Clean-out Section Detail $ Scale: 1 = 100 Scale: NTS Scale: Actual Size FFOt Glenn Goldsmith, President ri��� ��y Town Hall Annex Michael J. Domino ry a 54375 Route 25 John M. Bredemeyer, III o nt P.O. Box 1179 A Nicholas Krupski ti�jo Southold, NY 11971 Greg Williams � 'r Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: RACHEL MURPHY c/o MICHAEL MACRINA ARCHITECT P.C. Please be advised that your application dated September 30, 2020 has been reviewed by this Board at the regular meeting of October 28, 2020 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1 t Day of Construction ($50.00) % Constructed ($50.00) xx Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) xx The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES- TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,Pr, 'nt ®NQS KCai f' Town Hall Annex Michael J. Domino` ��' 54375 Route 25 John M.Bredemeyer III C3 a P.'0.'Box 1179 A.Nicholas Krupski Q Southold,NY 11971 Greg Williams' Telephone(631)765-1892 -Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 0 ��° Completed in field by: r Michael Macrina Architect, P.C. on behalf of RACHEL MURPHY requests a Wetland Permit to construct a two-story dwelling with patios/porches, garage, pool, pool patio, pool fence, driveway, I/A system, etc. Located: 21695 Soundview Avenue, Southold. SCTM# 1000-135-1-7 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� 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 an&related structures: 100 feet Public Notice f Hearing Card Posted: Y / N' Ch. 275 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: c I have read & ac k o led ed o goi /Trustees comments: Agent/Owner: Present were: J. Bredeme er / y M. Domino G. Goldsmith N. Krupski L/ G. Williams Other SITE INFORMATION: OVERALL LOT AREA- 44,014.1 sq.ft. (1.010 ACRES) 01-._� 1 � ' 24" LOCKING POLYETHELENE � COVER @GRADE,TYP.ITEM DESCRIPTION for AN600 OWTS ALLOWABLE INFILTRATION RATE- DISPOSAL SYSTEM FOR FIVE Al .TO SIX BEDROOM RESIDENTIAL PROJECT FOR LEACHING ZTANK AN600 245 NITROGEN REDUCTION POOLS per TABLE 5. �'�� 04.3' -!?15.8' p � A TANK AN600 245 PRETREATMENT B ISNG STANDARD 2 TANK CONNECTING KIT ° FEMA Zone X&VE16 per FEMA Map FM36103COl58H -Map 1 /A� (,�)1, 1� �•� ' C ASSEMBLY RE-CIRCULATION 245 COMPLETE AN600 02.7' revision date September 25, 2009 O ICY D AN600 W/PLATFORM COMPLETE Q12.1 ?i� PROPOSED DWELLING w/5 BEDROOMS (550 GPD) /� E EC50-30-L-120-PLC F 24" POLYLOK 3008 WEST HD COVERS&SAFETY SCREENS 3008-SS FROM _ 21695 SOUND PROPOSED SEPTIC SYSTEM FOR 6BEDROOMS / v ' G ANTI-FLOTATION RING FIBERGLASS DWELLINGLA c) TO DRAINFIELD (1) HYDRO-ACTION AN600(OWTS 660 GPD) (8)8.5' LONG x 4.75' WIDE x 2.0' EFFECTIVE DEPTH ��'' 1 Hydro-Action AN600 Series OWTS Details VIEW AVENUE --a Scale: NTS LEACHING GALLEYS (LG) (H-20 TRAFFIC RATED) �' � �------•� (4)EXPANSION GALLEYS (EG) (H-20 TRAFFIC RATED) "'' - 0CONTROL PANEL&AIR PUMP LOCATED 930.0' WEST OF NORTH ROAD,ON THE NORTH SIDE ` �� IN POLYETHYLENE ENCLOSURE 06.3' • ;: (, OF SOUND VIEW AVENUE. VILLAGE OF SOUTHOLD N (114.8' TOWN OF SOUTHOLD 0.,- 12.0' ..•• ,. •- ,,_ _ v I SUFFOLK COUNTY � PLC CONTROL PANEL VERTICAL DATUM - NAVD 1988 , LO N i :)LAND sw/HP120 COMPRESSOR ELEC. &CONTROLS OWTS TOP PLAN VIEW BOUNDARY&TOPOGRAPHIC DATA BY METES & BOUNDS E SOUTHOLD TO CONTROL BOX JUNCTION BOX see NOTE 11) SURVEYING DATED JANUARY 23,2019. AIR HOSE&ELECTRICAL TO REMOTE TOWN OF ALL LOTS WITHIN 150.0' OF THE SUBJECT PROPERTY (� \ `--�---_J SUPPLY TO TREATMENT UNIT E AIR PUMP ELEC. LINES& SOUTHOLD ARE SERVED BY PUBLIC WATER. �Po _PRECUT RIBBED RISER PEDESTAL CONTROL PANEL CONTROLS TO y SET 2"ABOVE GRADE REMOTE LOCATED CONTROL BOX LEGEND: / Hydro-Action Control Panel Detail F (see DETAIL 2) C BW- BOTTOM OF WALL �� CONC. SEAWALL 2 Scale: NTS designed by: WALL - ";`; ,'_"- `, ;,;: � SFA CONC. `�" :::I�? - - 11 :' N CO CLEANOUT BULKHEAD -- BUL G WOO - WATER A - ": ,.,-..: ::,•�-:,'.:. . HIGH _- 12 A ?. - ::'' `ice .�• ,.-. Cl CAST IRON - - - - � ..- _ - 13 CORE DRILL TANK& :�: .€.�:: �.I..,::: ,.•r ,t> ,. + .;.,, f::�..��1: ��I�-• :,:.�: O / r "::.:::a.,,: .....;.-• jM•::: -W .�v'i�:'-:::..-1- ::: •''r:..:.vh:•'.' :'A�:::l.nu••':••„ �• •► COP INV CROSS OVER PIPE INVERT BOTTOM OF BANK _ - _ 14 INSTALL WATERTIGHT �. - - - - - - - - IXIST.STONE � � � � DW- DRYWELL -► ,_ � _ _ _ _ ._.. - _ _ - -- -- - - - - - .. 15 N/O/F .. sit _ _ _ _ _ _ _ _ _ _ _ _ _ - �.. SEALED FLEXIBLE JOINT ' _ "'� _ ALLS&STEPS_ � ' -- -� DP- DISTRIBUTION POOL \ 11 t 1 , - -_ _ ±- - - - - - - - - - - __ - - - - - -t� -TO REMAIN- - - - - - 6 ESTATE OF oo APPROVED BY THE FROM DWELLING TO DRAINFIELD EL-ELEVATION - _ - _ - - - - - - - - - .- - - - - - - -cn - - - -cc � _- - _ 7 EG - EXPANSION GALLEY 12 = 13 - - - - - - - -` ` -' "-- -'_� - -�. - c°�• IoBB � j ANDREW Z. LEVIN MANUFACTURER,TYP. ) l .�• -- - K.1IGJ:iT ILL.+L- - _ _ - - t� -� EP-EXPANSION POOL 14 15+ _ _ - - - - - - - _ - m O B ET- EXPANSION TRENCH 16 v-_ -,? - - - - - - - - - - ` - - - _ _ NG o 1 EXIST- EXISTING 19 - - - - - - - -- - - - - - -�:��.�. ao 18 .! 1 EXISTING FRAME _� HIGH WATER FFE- FINISHED FLOOR ELEVATION _ --_- 1 O 7.1'to C.E.H.L(PATIO ON GRADE) y ZONE VE 16 20 �tTOP OF BANK IX.A/C UNITS ` EXIST.SEPTIC SHED TO BE REMOVED n A ALARM FLOAT "' oz 12.2'to C.E.H.L.(POOL) O M I I N GFE-GROUND FLOOR ELEVATION ) 1 TO BE REMOVED o � � SYSTEM TO BE GSF-GEOTEXTILE SAND FILTER += 1� w O (6 'n RECIRC.TIMER LO I =REMOVED AS PER W �� ENABLED FLOAT HEGE-HIGHEST EXPECTED GROUNDWATER ELEVATION ZONE X w ' t SCDHS-WWM o t�► INV- INVERT zo N+E aD SPECIFICATIONS rn ` D LF- LINEAL FEET N 1 Fq 77AR®L - ` -3.8'to C.E.H.L LG - LEACHING GALLEY O� c��S,jt L CROS � ��-, / 9.2'to C.E.H.L. T ^_____ eo" LP- LEACHING POOL \ '` i0. W PROP.UNCOVERED \\ E�20.5 / EL 19 - ` d LJ .:'>:°''' PO Box 1913 MAX- MAXIMUM \ Q - MIN - MINIMUM PATIO ON GRADE.. \ X .O EXIST. 2 STORY O EL21.0 \ 16.9 1�•p 4.98' 5.50' Bridgehampton NY 11932 OWTS -ONSITE WASTEWATER TREATMENT SYSTEM FRAME HOUSE o 19 5 •;, N POOL j „ 0 3 THICK BED OF COMPACTED 631.591.1488 POC - POINT OF CONNECTION \ - TO BE REMOVED a. we�� N �? EQUIP. \� 1 TYP-TYPICAL \ �`rdo� v: x ELECTRICAL SERVICE, info@eecoordinates.com SAND. MAXIMUM TOLERANCE zo 25 PROP. ,'r i CONTROL LINES&AIR BLOWER OWTS SECTION VIEW OF+/-1/4" IN ANY DIRECTION TW-TOP OF WALL \ /^ `�" S- PROPOSED PROPOSED PROPOSE 16.0'x 30.0' i r IDW SP� TO OWTS CONTROL PANEL VOLUME \ DW q6A� COVERED ' ` `� (see Detail 2) CONNECT TO OF PATIO ON SWIMMING r \ ��`...?' EL19.5 :• \ PORCH GRADE POOL GARAGE \ A° PROP. 2 STORY t t TO BE REMOVED BUILDING SEWER Y ® TEST HOLE LOG � �5�, EXIST.wEll Pc �m , {' �• p EL.21.0 r TO BE REMOVED 5-BDRM DWELLING BY McDONALD GEOSCIENCE . 6 � EL19.0 a' w/BASEMENT - °'M/ PVC D3034 ='(+ PROPOSED LEACHING c <••" t SDR 35 t GALLEY gi DATE: 10.16.2018 O �� NEw , N. O CELLAR FFE=21.5 -_- ________ -- --- ..-� - i N/O/F � STAIR 16�� � .:... -- z "' r \ HYDRO-ACTION 24" MIN•.��'' � _ " "' NATIVE BACKFILL ELEV= 16.5 0.0 FLUSH CLEAN-OUT AN600 OWTS >- II Dark Brown Loam GEORGE VASILAKIS EL.19.0 ' (see DETAIL 7) "' EL19.5 o S� ' see DETAIL 1 ;:: ;::;,:: ,3 COVER:1.0'MIN. :.:;.. PROP. p 1 , o t i \ { ) ::.,.... _ 2.0'MAX. c` OL 0 N t i I ?''z[3' 3.0'MIN 3.0'MIN <rs. / EX. PORCH TO N GARAGE EL19.0� EL.18.0 \ TO OWTS PVC WYE W/ :;, .�<��,...�� >,.:: o0o O oro i'h > '�oF NPS GFE= 19.5 `' rn + - .._ \ f, =;� THREADED CAP ( ' a s=?=_. :.3,. ESSI BE REMOVED c o,- -- / _ - : .�. ••�-;. oo�0000 ..a 20.73 EL.21.0 < :•:$ :: ::;::: Brown Clay r j6• - iH , -�,*: CAST IRON PIPE <«I;;:. z..;:r; . 1;t>:, BROWN CLAY C ' S� TEST � � DISTRIBUTION BOX Cl TO PVC :;:,r : -.. .. •' ... - - - - ._ ._.. - - - _. - � H) CH Q ( r Y :`;' - ' ;'h.WATER IN VARIOUS COLORS CLAY/ { ) Po t O '�see Detail 4 HOUSE ADAPTOR (;:I ,... . _ °; ;: '_.. . .• Q , ..rIf m < O �' { ) rr.al .yy.. SANDY CLAY(CH/CL) 6 EL19.5 r +N- y PROP.ASPHALT r - ,-+ < O _ ;',': r .> :;.:..r ::= : 4.5 (GW EL 12.0 I I N -. :;: EXTG.CAST-IN-PLACE Z ' ;'}'. : 1_-CER CLEAN - - - - - - - - - - - - - - - - - - - - �- Q DRIVEWAY r� t - -. } ° ' _ SCALE. PER PLAN :r CONCRETE FOOTING :_: -: :, k SAND IMPORT of M. ;.-..., wICK _. ::' _` JOB NUMBER: 19 032 � +^ .r .. SYSTEM - :�:x;::>�° .. . "�1:?' ,'�; gar:?::.�'.'•.'„�:' co 15.58 ..•.. .. ;:�a i`�;'«;'ie'«,;:• - t ' r O r t /7y► (see DETAIL 6) t .... OV-0 '��)<:;;,:.::>•:_:, , :;r ; ,� GRANT CERTIFICATE #: HAS APPLIED t ENC �- ai ''' _'kpE>::a , / X 18. 5 P11 F �� - - - - 1 ,R,1 r R <;x;C F-"-CT E I R 6k :: .. >r - " ''C'. " 01 t t P� o Clean out Section Detail @House ��� �j• _ ,.�, �C I RQU��� 1 �• E REM x 3 , ",.. ,.• 3 EXIST. ELECTRIC METER & 16.24 ? ,' a: ... � _ Scale: NTS °. ��°-�• �, : - , .75 "': ca•i :. '' IS< :I t 11 Y :)YSTEM T t M Water in Various Colors UNDERGROUND SERVICE t , ` / 3 3 tet,. 19.25 E '.,x;_=,> : *. :i-z: ;:::: 1 1 i: rM'``_;,.. Clay&Sandy Clay LINE TO BE RELOCATED / / OF�AVEM _ - 17 , A POLYLOK 20' EQ t _ 9 �... •:....;..:; :R:; " vl 111 l• CH &CL i - XHYDRO-ACTIONs' ,as ; tz :' S ; .f:: <:1:::,::. ►:.# { ) J _ DISTRIBUTION BOX , v 1 7.26Ii:. / r MAIN ELECTRICAL PANEL MIDWEST TREATMENT UNIT k �,f . r • 17.51 IISTURB f/A\� DISCONNECT +g :' t'..�.::.....: g SOIL (P065P) ,. :`g. *' -EXIST. UNDERGROUND k: FROM OWTS - TO LEACHING FIELD GAS METER &SERVICE X 1y:...•:.>:...; ...: r' ii PROP.WATER METER r..,l.>:: �• "�:��;� Y: :::•:::.:::_^::•',- ji 18.96 17. 0 N - - - 11 ,..: :. , .. :.. : : LINE TO REMAIN CB 2 -'- RECIRCULATION PUMP ;t` `' 4'`< F ' ti &SERVICE LINE 1 MAIN BREAKER '�•' r PROVIDE SPEED `n) 10'0 CUTTING RINGI;moi:;=f;:)'1 ;Ts+• see NOTE 13 � 1$ V N h �'._... Yj k'.'�t.�4yj.:.>c:'e`.i e � 43.0 LEVELER ON - -- - - MIXER PUMP ;,.:.... c+ { ) 1 0 CB3 AS r'=:.:t.: ::,..x*., :1 y EACH OUTLET D X 19 O :{ ::.. :. N AIR .......:,..:':::::,,:. •:. r-:„;'i ). `:; .� 12"THICK UNDERDRAIN '''�J O CB 4 - ----- --- AIR HOSE TO DIFFUSER '.' ;'> c %pi' s `a sa.>„z tf; 4 19.54 1 G P� PUMP�J FILTER MATERIAL TYPE 1 1 -` I�C I I 3'- p `, I a ' 'w'e•z L1J .9 V v I `.. RECIR TIMER ENABLED :,;x=,>i';•'3'; : Water in Brown . v ���:'' •', � � � s NO. DATE DESCRIPTION {�1 t..ig Y- H/C Pol lok Distribution Box Detail P``", I I TO CONTROL EST.DEPTH 43.0't WATER IN VARIOUS COL R C Fine Sand 4 .C�R M CBA - - L- a PANE 2 - --" - - - - - <k ;lr ;WATER IN BROWN FINE NDP)' . e 5 4 S`e>='s`a i'`_ ::;: 'tt::'s.?. '..:>2c': ;:::::1 `>.:::":::5''x;::: Ld �~ IJry (SP) Scale: NTS �I P -- - HIGH WATER ALARM ::;^ .;s ,. ` \G .:�.:. �<..... - . . . __.::...,:. ���••yy � `; DRAWN BY: AMH `.':e8;....'kYl:i:l; l. - �.1 /1 t -. .-- a,;'ai:'i:��>�;:'�s='.:;:a;r.,;;;,'''"sz`€'i: 's�;�''�:+.,u•:.':a' EXCAVATE 6"MIN. � \� AI CIRCUIT BREAKER SPECIFICATIONS: rd " ''� '` ""' C N "„E...:c ':s ;:.x:.i s .:;e:::=.,.:..,,. INTO ACCEPTABLE - ,r,y rev' DES 53.0' CB A-30 AMP _ - -- --FIELD WIRING MATERIAL '"- � 0 OWTS Site Plan CS 1-NOT USED GROUND Wick System Detail (see Test Hole Data) -- = GENERAL NOTES: Scale: 1" = 20 ft CB 3 20 AMP MANUFACTURER WIRING 6 U cca REV Scale: NTS -----------PNEUMATIC HOSE (FIELDINSTALL) I a 1. HYDRO-ACTION AN600 OWTS. cB 4-10 AMP -3 DAT CB 5-10 AMP 'Y I SCT 2.THE SEPTIC DESIGNER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. 5 Wirin Diagram Detail LU C0 THE CONTRACTOR SHALL PROVIDE PHOTOS OF THE AS-BUILT INSTALLATION PRIOR TO BACKFILL WITH ALL Scale: NTS SCD COMPONENTS LOCATED AND DOCUMENTED. 3. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH AND SHALL BE AN AUTHORIZED INSTALLER. 40.0' 4. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OFco HEALTH. ! 00 35.0 0 FINISH GRADE HYDRO-ACTION AN600 OWTS ca, O >+ 5. THE SEPTIC DESIGNER OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDH. DISTRIBUTION BOX `J HDPE VALVE BOX ___ ` - RIM EL= 19.0' ' p44 30.0' --- - ----- -- .. ... - -- - - - _.. INV IN= 16.33' RIM EL= 19.0' �, t.1 d U 0 6.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE RISER&COVER INV IN= 16.10' ^ " ! < 'n spa T °G O Q INV OUT= 16.25 ^' o PROPERTY OWNER SHALL BE PROVIDED TO SCDH.THE MAINTENANCE CONTRACT SHALL INCLUDE THE END PLUG INV OUT= 15.93' ; ` cI w r % •� `' ­__­ - MAINTENANCE OF THE I/A OWTS. FLUSH BOT EL= 11.0' BOT EL= 15.7' i LEACHING GALLEYS 1 a A G �; SITE PLAN 25.0 CLEAN-OUT ___ _ ..__ ___._. ._ ___ ---... . _-.--_..._ _.. _ - - -.__. FG EL= 18.0' t- 7.A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. see DETAIL 7 ' INV IN= 15.81' ® 94 '� 0 FFE=21. ( } COP= 14.97' v 20.0' _ __ _ __ _ _ __ _ _ _ ____ COVER:1.0'MIN. - ~ „'�'� tl+ OWTS 8. NO HOUSE TRAP SHALL BE INSTALLED UPSTREAM OF THE IIA OWTS IN ACCORDANCE W/SUFFOLK COUNTY _"" 2.0'MAx. BOT EL= 14.1' _-" - - _"" """" >-• c7 DEPARTMENT OF HEALTH RECOMMENDATIONS.THE OWTS SHALL VENT THROUGH THE HOUSE SEWER PIPE, - - O �. a � ' NO ADDITIONAL VENTING IS REQ D. 0 0 o a W Q ' a •a _ " CLEAN-OUT cs, c" i. X '� INV= 16.95' 15.0' _Z UPGRADE SIP 9. OWTS SHALL BE TESTED FOR WATER TIGHTNESS BEFORE INSTALLATION OF FIBERGLASS UNIT USING A METHOD (see DETAIL 3/NOTE 12) HEISE WATER 12.0;, _ - - r _ _ _ o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,_. APPROVED BY THE MANUFACTURER. per TEST HOLE - - I O PVC SEWER PIPE,TYP PVC PIPE D3034 10.0' __._ _ ._ . __ ._____- _ -_ _ -- -_-.- -.._---_ _.."�._ __- a_ _ �^ ;'' 'i 8 -0 SDR 35 30.0LF 4" PVC PIPE 13.8LF 4" PVC PIPE 12.OLF 4" PVC PIPE i� k� w 10.ALL EXTERNAL ELECTRICAL&CONTROL LINES IN 3/4 SCH40 PVC PIPE.ALL AIR HOSES IN 1/2 SCH40 PVC PIPE. PVC 30° BEND D3034 SDR 35 D3034 SDR 35 @ D3034 SDR 35 @ ; o I T) , DIRECT BURIED ELECTRICAL CABLE IS NOT ALLOWED. (20.0'CI+10.0'PVC PIPE) S=0.0104 MIN. ' S=0.0104 MIN. � O `� 5.0 Cl PIPE @S=0.0208 MIN. 11. 9"X 9"X 7" DIRECT BURIAL JUNCTION BOX FOCUS DBS-97-JB. ____._� - - FROM TO OWTS SPP 3 0 2020 DWELLING 12. CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO 0'00.0' 10.0' 20.0' 30.0' 40.0' 50.0' 60.0' 70.0' 80.0' 90.0' 100.0' 110.0' 120.0' 130.0' COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY SEPTIC DESIGNER OF ANY DISCREPANCIES IN CI-PVC HOUSE PVC 600 WYE 7 C 1 THE INVERT ELEVATIONS. ADAPTOR tic Site Section S.CD.H.S. Stamp13. MAINTAIN 4.5' OF COVER MINIMUM OVER THE PROPOSED WATER SERVICE. 7 Flush Clean-out Section Detail $)�e Scale: 1" = 10 ft Scale: NTS Sc ale: Actual Size SURVEY OF LOT COVERAGE CALCULATIONS 1 ., landward to top of bank PROPERTY r (area = 20,462 SF) SIT UATE EXISTING VILLAGE OF SOUTHOLD 1` COVERAGE BREAKDOWN TOWN OF SOUTHOLD HOUSE = 2,228 SF SUFFOLK COUNTY, NEW YORK � COV GARAGE =RED 717 sF SF S.C. TAX No. 1000- 135-01 -07 C SHED = 101 SF SCALE 1 "=30' \"� 14 TOTAL COVERAGE = 3,659 SF OCTOBER 18, 2017 / EXISTING LOT APRIL 12, 2018 — ADD COASTAL EROSION HAZARD LINE O COVERAGE = 17.9% z1landward to top of bank I 0 26' 45 w 0 J LONG ISLAND SOUND 0�, 4,�O 4`, J CONC. HIGH WATER ALONG WOOD BULKHEAD 12 SEAWALL CONC. SEAWALL 11 ? L 13 01 14 11 C. 18 T !� 12 3 14 - 1a s PS ZONE VE 16 _ 1 18 to 18 0 .121 ZONE VE 16 ZONE X ZONE X W II�o+ 33$ 1 ' COA TAL EROSION HAZARD LINE 36,E I o. w 123 R 32.1 'u: CSC. �tpME iy i OGO CEO PME HOUSE 1 PR�N�R 20$ � X16.99 No. 2695 �' X LA LA r GA 66 A OAR 1� �q�l ?LA SjORY O ME R CONC• C s t�PMGE \S 9l r pFtGN Rr O � SAPS OJ N/0/F s`1� \ \ °°N°• GEORGE VASILAKIS19.13 \ ASPHALT \\A DRIVEWAY >. X 0.73 \� \O� X 16.49 G \ X16.66 AVERAGE FRONT YARD SETBACK s \ 16.50 FE 15.95 LOT #6 — 31.8' \\ \ Spit RPT w�°FE NCE 1 S LOT #5 — 58.6' � ` I \ � PP MEN LOT #4 — NO STRUCTURES O.J. 1a.s �E 16 LOT #3 — 25.5 20 F�PGP E X LOT #2 — 31.8' V SPUT AMEN 16.75 LOT #8 — 41.9' OF PP Eo -------17 LOT #9 — 3.2' ,,gs GP- a P4.5011X17.26 ` LOT #10 — 2.4' 1751 LOT #11 — 6.3' � y 11 TOTAL = 201.5 1896 18 17. O5 201.5/8 = 25.2' AFYS 19 A o 0 A A VFY HYDRANT AREA � WATER METER �o� s-- deeded property line = SPOT LIGHT NOTE: LOCATIONS AND EXISTENCE OF ANY 44,014.1 sq. ft. GAS VALVE CD SUBSURFACE UTILITIES AND/OR STRUCTURES I_I 3 O 2020 I NOT READILY VISIBLE, ARE NOT CERTIFIED. 1 .010 ac. THIS SURVEY IS SUBJECT TO ANY EASEMENT landward to top of bank = METES AND BOUNDS SURVEYING OF RECORDA"D""' G GH PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE 20,462 sq. ft. 53 PROBST DRIVE UNAUTHORIZED ALTERATION OR ADDITION TO A O.47 a C. SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SHIRLEY, NY 11967 SEAL IS A VIOLATION OF ARTICLE 134, SECTION �Eouc�TSON�uw�N 2,OF THE NEW YORK STATE PHONE (516) 972-5812 surveydude@optonline.net 'Copies from the original of this survey map not marked with an original of the land surveyor's inked seal or his embossed seal LOTS: 07 BLOCK: 01 SECTION: 135 DISTRICT: 1000 shall not be considered a valid true copy. 'Certification indicated hereon signify that NOTES: MAP OF: thio survey was prepared in accordance with the existing Code of Practice for Land Surveys 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM adopted by the New York state Association of Professional Land Surveyors. Said EXISTING ELEVATIONS ARE SHOWN THUS: X 00.00 SITUATED AT: VILLAGE OF SOUTHOLD certifications shall run only to the person TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. for whom the survey is prepared, and on his behalf to the title company, governmental agency and lending institution. Certifications are not transferable to additional institutions or subsequent owners.' 2. FLOOD ZONE INFORMATION TAKEN FROM: CERTIFIED FLOOD INSURANCE RATE MAP No. 36103CO158 H TO JOB NO.: 17-293A ZONE X: BASE FLOOD ELEVATIONS DETERMINED DATE: APRIL 12, 2018 OCTOBER 18, 2017 SURVEY O1' LOT COVERAGE CALCULATIONS MARCH 30, 2018 - ADD PROPOSED HOUSE landward to top of bank APRIL 12, 2018 - ADD COASTAL EROSION HAZARD LINE PROPERTY (area = 20,462 SF) SEPTEMBER 25, 2018 - ADD ATTACHED GARAGE SITUATE PROPOSED JANUARY 23, 2019 - MISC. REVISIONS VILLAGE OF SOUTHOLD COVERAGE BREAKDOWN JULY 10, 2019 - AS PER ZBA COMMENTS TOWN OF SOUTHOLD HOUSE - 2,099 SF SEPT. 29, 2020 - AS PER TRUSTEES COMMENTS SUFFOLK COUNTY, NEW YORK GARAGE - 416 SF OCT. 16, 2020 - AS PER TRUSTEES SITE VISIT S.C. TAX No. 1000- 135-01 -07 COVERED PORCH = 1 ,100 SF POOL = 480 SF DRAINAGE SYSTEM CALCULATIONS: SCALE 1 "=30' TOTAL COVERAGE = 4,095 SF ROOF AREA: 3,615 sq. ft. REAR PATIO AREA: 185 sq. ft. 0' 4,095 SF 20,462 SF = .200 SIDE PATIO AREA: 935 sq. ft. 1 PROPOSED LOT 4,735 sq. ft. X 0.17 = 805 cu. ft. Z� , n COVERAGE = 20.0% (conforms) 805 cu. ft. / 42.2 = 19.1 vertical ft. of 8' dia. leaching pool required V ' PROVIDE (2) 8' dia. X 12' TALL STORM DRAIN POOLS landward to top of bank to be wrapped with filter fabric -- _ 6 �t c �',,�� LONG ISLAND SOUND CONIC. SEAWALL CONIC. SEAWALL HIGH WATER ALONG WOOD BULKHEAD 11 12 13 14 01 15 11 --- m -- -- 5 -f +-€XIST}N cn TOP 12 `13 o . . D . : . . . : 14 16 -*WED, O I . ZONE VE 16 18 - 21 -OF- o' ' m�I '� PROP SED 1Oft \ ' TO BE ��� 7.1'to C.E.H.L.(PATIO ON GRADE) 20 z N Xnl NON- RF BUFFER REMOVED o EX A/C_UNITS vIN 0 12.2'to C.E.H.L. (POOL) ZONE X N m�+I', 1 COAS AL EROSIOA AZARD LINE j m1 " PROPOSED LI AR CESSPOr \ 9.2'to C.E.H.L TRENCH DRAIN B TO RE 19.0 5 E�19 i?� PROPOSED 4FT TALL PROPOSED P1PE0 TO OR 20.5 REMOV T 3• u o0 UNCOVERED n fi P POOL COMPLIANT FENCE EXISTING 2 STOR �I IMPERVIOUS Z5 - ;g5 - 1� FRAME HOUSE 10, PATIO ON EL 24 f o+- 6" D \` TO BE REMOVED oll GRADE 21 r, N ( r' POOL o a doW -- �?" o .o Q EQUIP. ko X 8'dia.xl2'tall 8'd(a.x12'toll a 'll x\"q 01 „ V \ DRYWELL /2 DRYWELL �"� 25 EL21.0 \ ROPOSED ��-� FOR HOUSE, NO/F /1 FOR 1 Q 2 5 PROPOSED` 16'X30 SIDE PATIO k GEORGE VASILAKIS )10USE &t\ �7 EC:�9.5 0 0 COVERED ` 3` IN-GROUP twi7 �O POOL BACKWASH AR PATIO _--'`S� AG 39•- PORCH -''1�Z POOL , _ -'EXISTING 1 STORY $ of PROPOD rn Fl.t9.o (4' DEEP Q ?, J1 CELLA 2 STORY HqUSE .1 ROPOSED -� GAR FRAME AVERAGE FRONT YARD SETBACK __--STAIR_ IMPER o ��� �r QN GONG'F _ �1 m PATIO ON 'QBE PROPOSED 4FT TALL 0 160.- �„ _ 8 BEDROOM# o, GRADE OVED POOL COMPLIANT FENCE 1. ,�' `., LOT 6 - 31.8' _ TSROPOSEQ No. 18p 4 PROPOSED LINEAR lJ ATTACHED \20� ,� ry/'' -�\� TRENCH DRAIN TO BE LOT #5 - 58.6' EX. PORCH TO t� rn GARAGE PROPOSED o o- LOT #4 - NO STRUCTURES BE REMOVED o.G.F.E.= 19.5 0: COVERED - EL.19.O ---',\;,r_- .0\ r PIPED TO DRYWIL 12 20.73 180 EL21.0\PORCI#''" 6F�J ` i `a r' - �, LOT #3 - 25.5' 16p ,-, `dReposEo l , o\ X LOT #2 - 31.8' o, \ ;' --''SEPT1GSYSiEAM . ; „ \ 16.6 LOT #8 - 41.9 `6, EL.19.5 Steps `u\ -' ,_sE IIPPIto\Ert S „ 15 9'5 y /� OV 1 I \ 16.50 FE• LOT #9 - 3.2' °°° Q� \N \� - GE CE LOT #10 - 2.4' F / I �o�o PR OSED \ Ex. SPL\T R *000 FEN L LOT #11 - 6.3' EP s \ GR VEL a FENCE 1 , 15. .58 O \ DRI WAY P TOTAL 201.5 1,1 .65sP-TRP\L P ME -16 T1 6 201.5/8 25.2' AFYS OJ X �MEN1 16.75 ' iSAREA OF PA, x ,7.26 1 U deeded property line = J�� ' 7.5 44,014.1 sq. ft. X 51 18 O 1 .010 ac. - ' \ O' 0 0 N�� � ` landward to top of bank19.5 1J - HYDRANT X 19 �° 20,462 sq. ft. WATER METER S �� 0.47 ac. ( SPOT LIGHT p GAS VALVE S 0 v � n _ NOTE: LOCATIONS AND EXISTENCE OF ANY I DRYWELL SUBSURFACE UTILITIES AND/OR STRUCTURES - NOT READILY VISIBLE, ARE NOT CERTIFIED. d l' }t► i METES AND BOUNDS SURVEYING THIS SURVEY N SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER PERTINENT FACTS - � WHICH A TITLE SEARCH MIGHT DISCLOSE 1 53 PROBST DRIVE UNAUTHORIZED ALTERATION OR ADDITION TO A \ SHIRLEY, NY 1 1967 SURVEY EAL IS�o VIOLATION ARTICLE 134, SECTISURVEYOR'S 7209, SUBDMSION 2,OF THE NEW YORK STATE PHONE (516) 972-5812 EDUCATION LAW surveydude®optonline.net "Copies from the original of this survey map r not marked with an original of the land surveyor's inked seal or his embossed seal LOTS: 07 BLOCK: 01 SECTION: 135 DISTRICT: 1000 shall not be considered a valid true copy." "Certification indicated hereon signify that NOTES: MAP OF: this survey was prepared in accordance with the existing Code of Practice for Land Surveys adopted by the New York State Association of 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Professional Land Surveyors. Said SITUATED AT: HAMLET OF SOUTHOLD certifications shall run only to the person EXISTING ELEVATIONS ARE SHOWN THUS: x 00.00 TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. for whom the survey is prepared, and on his behalf to the title company, governmental PROPOSED ELEVATIONS ARE SHOWN THUS: agency and lending institution. EL.19.0 Certifications are not transferable to 2. FLOOD ZONE INFORMATION TAKEN FROM: CERTIFIED Michael & Rachel Murphy additional institutions or subsequent owners." FLOOD INSURANCE RATE MAP No. 3610300158 H TO JOB NO.: 17-293 ZONE X: BASE FLOOD ELEVATIONS DETERMINED DATE: OCTOBER 18, 2017 ABBREVIATIONS AND LEGEND SHEET INDEX M f ACO ALKALINE COPPER QUATERNARY EXT EXTERIOR MAX MAXIMUM SAB SOUND ATTENUATION BLANKET Sheet No. Description �^ ACT ACOUSTICAL TILE EF EXHAUST FAN MIN MINIMUM SEC SECTION AL ALUMINUM SIM SIMILAR EW EGRESS WINDOW MO MASONRY OPENING S.F. SQUARE FEET -1 Cover Sheet ALT ALTERNATE FAI FRESH AIR INTAKE MRB MARBLE AFF ABOVE FINISHED FLOOR FC. FIRE CODE M.S. MARBLE SADDLE SPR SPRINKLER (HEAD) Project Data ASF ABOVE SUBFLOOR FD SQ SQUARE FLOOR DRAIN MTL METAL f � ,. � _. .._� IIS A.S. ALUMINUM SADDLE FIN FWSH(ED) MFR. MANUFACTURER SS STAINLESS STEEL r. I . A.P.B. ANTHONY POWER BEAM FLR FLOOR(ING) N/A NOT APPLICABLE STC SOUND TRANSMISSION CONTROL B.C. BRICK COURSE(S) FPSC FIRE PROOF SELF-CLOSING NIC NOT IN CONTRACT STD STANDARD G-1 General Notes ' * ,, i M C h a I BD BOARD FT FOOT (FEET) NOM NOMINAL STL STEEL BOT BOTTOM F.J. FLOOR JOIST NR NOT REQUIRED SD SMOKE DETECTOR General Specifications BLDG BUILDING FTG. FOOTING NTS NOT TO SCALE T.C. TOP OF CURB y w � ` " ' •E + � M c r I n a a x �x ':x. -. ..... CBB CEMENT BACKER BOARD GA GAGE, GAUGE OC ON CENTER(S) TEL TELEPHONE G-2 Energy Code Notes ' CL CLOSET GALV GALVANIZED OCC. OCCUPANT(S) THK THICK(NESS) Y\�� be CLG CEILING GFI GROUND FAULT INTERRUPT OH OVERHANG T.O.S. TOP OF SLAB Insulation Schedule c x CLR CLEAR(ANCE) GL GLASS PART. PARTITION TP. TOILET PAPER COL COLUMN GWB GYPSUM WALL BOARD P.C. POURED CONCRETE TPF TEXTURED PAINT FINISHAir Barrier Schedule 21 Main Street Stony Brook NY 11790 CONC CONCRETE GYP. BD. GYPSUM BOARD P.L. PROPERTY LINE T.S.P. TEXTURED SPRAY PAINT CONT CONTINUOUS 'GP' GEORGIA-PACIFIC P.T. PRESSURE TREATED TX TOILET EXHAUST ^- GCTCMU CONCRETE MASONRY UNIT HC HOLLOW CORE PT-EGS PAINT, EGGSHELL SHEEN TXF TOILET EXHAUST FAN phone. 631 686-6585 CERAMIC TILE HD -3 Schedules W HARDWARE PT FL PAINT, FLAT SHEEN TV TELEVISION fax. 631 686-6786 CS CORRIDOR SUPPLY HM HOLLOW METAL PT-SG PAINT, SEMI-GLOSS SHEEN TYP TYPICAL Plumbing Riser Diagram � _, � w� �; rina@optonline.net email IMMacrina@)optonline.net CEILING JOIST HOR HORIZONTAL PKT POCKET TEMP TEMPERED m ys. z z ", ,' web. MMArch itectAIA.com H POINT P.S. PEDESTAL SINK TE CANT CANTILEVER HP HIG O GO JOIST HANGER "''�<':tiMr-'., r' `�a�' �'��� '� 5" .+�'", r,. d v•rzfC7:R '2f CMD CARBON MONOXIDE DETECTOR HR HOUR(S) QT QUARRY TILE U.O.N. UNLESS OTHERWISE NOTED ` ;' '- ' '' „` m tt�;;; These plans are an instrument of service and are DIA DIAMETER HT HEIGHT RAD RADIUS VB VINYL BASEthe exclusive property of the architect. HD HEAD REQ'D REQUIRED VCJ VERTICAL CONTROL JOINT Al . 1 Foundation Plan a,, '' Infringements of the concepts and design ideas DIM DIMENSION t presented on these drawings shall be prosecuted DR DOOR HVAC HEATING/VENTILATING/ REV REVISION(S), REVISED VCT VINYL COMPOSITION FLOOR TILE to the fullest extent of the law. Copyright 2019: DTL DETAIL AIR CONDITIONING RM ROOM VIF VERIFY IN FIELD Michael Macrina Architect, pc. All rights reserved, IN INCH E R.J. ROUGH JAMB VWC VINYL WALL COVERING no para of the plans may be reproduced without A1 .2 Foundation Details p DWG DRAWING ( S) � the expressed written consent of the architect. DN DOWN INT INTERIOR R.C.N.Y.S. RESIDENTIAL CODE OF WC WATER CLOSET D.F.U. DRAINAGE FIXTURE UNITS INV INVERT NEW YORK STATE WD WOOD EA EACH JT JOINT R.R. ROOF RAFTER WR WATER RESISTANT EL ELEVATION KIT KITCHEN R/R REMOVE& REPLACE ZR ZONING RESOLUTION A2. 1 First Floor Plan Drawing Status : EQ EQUAL LAV LAVATORY EX EXISTING LVL LAMINATED VENEER LUMBER this illustration is to be used only as a general rendering for the cover sheet EXH EXHAUST L.C. LINEN CLOSET MATERIALS Porch anPatio an A2.2 Ph d PtiPlan L.C.C. LEAD COATED COPPER and IS not to be used for construction, refer to the exterior building elevations only Issued for A2.3 Second Floor Plan VF PLACARD CODE DATA BUILDING BRICK VENEER EARTH DATA Construction CONCRETE MASONRY UNIT INSULATION (THERMAL) A3. 1 First Floor Structural Plan NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, 2015 I.R.C., second printing FLOOR AREA BREAKDOWN PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER 2015 I.E.C.C., second printing STEEL 'PVC' or COMPOSITE MATERIAL CONSTRUCTION IN RESIDENTIAL STRUCTURES Floor Level Existing Proposed Total 2015 IRC for Lateral & Gravity Design A3.2 Second Floor Structural Plan (In accordance with Title 19 NYCRR PART 1265) NYS 2017 UNIFORM CODE SUPPLEMENT Cellar Level (finished) ROUGH WOOD RIGID INSULATIONu Dates TO: Town of Southold NYS 2016 ENERGY CODE SUPPLEMENT a First Floor Level 2,089 sq.ft. A3.3 Roof Framing OWNER OF PROPERTY: Rachel Plan TOWN OF SOUTHOLD 0 1/31/20 Issued for Construction � , CONCRETE FINISH WOOD Murphy Second Floor Level 2,089 sq.ft. SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): USE: Single Family Detached Residential -� PLYWOOD GYPSUM BOARD A3.4 First Floor Braced Wall 21695 Soundview Avenue,Southold, NY Attic Floor Level SCTM#100-135-01 -07 Construction: Wood Frame (un-sprinklered) Total 4,178 sq.ft. Second Floor Braced Wall Q section number PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): ENERGY CODE COMPLIANCE METHOD O 1,220s .ft. SYMBOLS A A-5 SECTION 0 New Residential Structure 0 Covered Porch q sheet number A3.5 Strapping Details ❑ Addition to Existing Residential Structure These plans have been prepared as per section LL Uncovered Patio 41 800 sq.ft. EXISTING WALL 2detail r N 1102.1 .5 - Total UA Alternative Path by a-, OR detail l 2 NailingSchedule ❑ Rehabilitation to Existing Residential Structure Uncovered Patio 42 176sq.ft. A-4 DETAIL utilizing REScheck, Version 4.7.0.0 Software NEW PARTITION area-i sheet Framing Details TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT (see attached REScheck Calculations) number Roof Deck#1 314 sq.ft. PROPERTY REFERENCE ABOVE WILL UTILIZE co (check each applicable line): Contractor t0 Coordinate and Schedule all required If1SpeCtIOnS U Roof Deck#2 140 sq.ft. REVISION CLOUD Utlllt Protection Detail with third party testing agency: Y ❑ Truss Type Construction(TT) Garage 416 sq.ft. p DOOR �- STRUCTURAL BEAM ❑ Pre-Engineered Wood Construction(PW) - air seal inspection (if applicable) No. Date Description A4. 1 Front Elevation - insulation inspection WINDOW ❑ Timber Construction(TC) p Project - HVAC duct leakage inspection (if applicable) -� JOISTS / RAFTERS IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): - Blower door test (final inspection) 211 WINDOW / E�T. DOOR NUMBER A4.2 Left Elevation ❑ Floor Framing, Including Girders and Beams(F) Proposed identification see schedule Climatic & Geographic Design Criteria : Table R301.2(1) number REVISION NUMBER ❑ Roof Framing(R) 211 floor level INTERIOR DOOR NUMBER Right Elevation Floor Framing and Roof Framing Ground Snow Load: 30psf AREA DIAGRAM / CLASSIFICATION Residence two-digit � SMOKE DETECTOR identification (see schedule) number Speed: 140 mph ultimate wind speed (136 actual floor level 1 2( horizontal A4.3 SIGNATURE: DATE: ROOF PITCH Rear Elevation C Topographic Effects: No window 211 ROOM NUMBER 5E-vertical PRINT NAME: a Wind Exposure Category: D well two-digit BuildingSection A p g ry: For identification (see schedule) -------- ABOVE / BELOW / HIDDEN CAPACITY(Check One): ❑ Owner Owner's Representative Cellar number floor level Seismic Design Category: B Entrance 0----- WALL TYPE - CENTERLINE Special Wind Region No N 2 elevation number A5. 1 Building Sections B-C 6" DIAMETER Wind Borne Debris Zone Yes Q) ELEVATION MARKER 1 A71 3Unfinished INTERIOR ELEVATION 0 E Space 4 sheet number _ Weathering: Severe Rachel PLAN KEY A5.2 Building Sections D-G � (see plan key notes, same sht.) REFLECTIVE WHITE m Frost Line Depth: 36 inches REFLECTIVE RED -� PANTONE#187 o Termite: Moderate to Heavy Murphy td A6. 1 Misc. Details Q Unexc co 21695 Soundview Avenue Winter Design Temperature 15, Table D101 (NY, Kennedy) Unexcavated Southold, IVY Ice Barrier Underlayment Required Valley's& Perimeter ZONING ANALYSIS Flood Hazards Zone X Jurisdiction Air Freezing Index 1500 Cellar Town of Southold Mean Annual Temp. Entrance �/ V I C I N I T i MAP Component and Cladding Loads: Table R301.2(2) ' ' Suffolk County H Variance has been approved for rear yard ZONE4 21.2 -22.0 setback to top of bluff as per ZBA file #7295 I 11 1/2" ZONE 5 21.2 -28.0 J Drawn By: L Living Space Pool eg ARC The construction type STROKE Garage M.P. �g h�A designation shall be ZONE 1 19.4 -21.0 0 E9`u �y%, 11111. ., ... N I Y - -Variance has been approved to locate pool t to "ostru ZONE2 19.4 -24.0 to indicate the construction N o fin` Checked By C�V t U classification of the _ t10 i M.A.M. ZONE 3 19.4 -24.0 1. In side yard as per ZBA file #7295 structure under DESIGNATION FOR STRUCTURAL �- r X section 602 of the BCNYS COMPONENTS THAT ARE OF �, N ZONE 1 12.2 -19.0 Job No. �� 0 Town beach 0 4b TRUSS TYPE CONSTRUCTION o ZONE 2 12.2 -33.0 1764 ®F 0- 21695 Sourtdviev, "F�' Avenue FLOOR CONSTRUCTION,INCLUDING Sheet Title GIRDERS AND BEAMS ZONE 3 12.2 -49.0 ROOF FRAMING ZONE 1 10.0 -21.0 u? "FR" FLOOR AND ROOF FRAMINGo �t ZONE 2 over Sheet 350 STANDARDS AND CODES t xg S.re K a ZONE 3 10.0 -53.0 Roof Project Data Deck#2 all Before You d1 Zone Diagrams : � �`�� _J < , Roof �P a Deck#1 o '� Living Space Electric Poorer tines � � --_ LL eras,Oil,or Steam -- 3 4, ® communication tinea,CATV t C Sheet Number : z Potable Water lilt a Reciaimed Water,Irrigation,Slurry Gable Sewers and Drain tinea 5 Interior 5 5 Know what's below, Wall Zone - Temporary Survey Markings Edge Trt�wl Lacrnsse Call before you►dig. Perimeter �� Proposed Excavation Zone Zone A IB E r A5.1 A5.1 A5.2 A5.2 91 41i 17'-10" 17'-8" 56'-0" i � b1 R,- 5-8" 6'-8" 5'-4" 47'-0" „ , lo", 84� 3'_62" 1o" Top of Wall 6-10, 24" m.o. Down 4"----------------------- 'Co------------ ----- ------------ ---- , iCI'lael steel or alum. ladder to be j I ________ _ x Macrina painted and secured to I r----- - ---� r-, r----------------------------------------- - --- ---I � o' found'n wall with a min. i i � `-' I N � � I._J I inside width of 12", shall Top of Wall 1 I 4I` I ____ J o L o Architect cn 16„I I s” p Ln project a min. of 3"from o Down 4" g wall and shall be spaced - - - - -- - - - _ I 19'-11" 24" 22'-5" °O a min. of 18"oc vertically 1 j 00 1 0o for full height of well as per I I 1 20'-0" 20'-2" 1__J ----------------------- g p _ I _ 21 Main Street Stony Brook NY 11790 sect. R310.2.3.1 of the IRC gravel floor in well--L WIr1dOW j j j I I 1 o for proper drainage I I ----------- ----------------------------------- --- P P 9 well I I I i -' I - - - I i 1 o" as per sect.R310.2.3.2 I I I 11�3 1 I '� I • _ _ phone. 631 686-6585 / 17'-0" I I ca I I I co I r .. `� I-------°o I 1 I of the IRC I I &01 ` I I __ ___ I N 1 1 ,, I I I 2 I 1 r----- ------------------------- -------, t � ---- J I `� fax. 631 686-6786 55 gallon plastic I I I I I I o 11 `., I I I I drywell under slab _� head ht t _J L__._ ________________________________ _J i o i 1 email. MMacrina@optonline.net G I ---_--- --_-- • I i i G web. MMArch itectAIA.com A5.2 I _ f-- - - ---------------------------------------- J j j j ( I Thee lans re an in tr ment of service and are ---------------- ------- A5.2 s P a s u see concrete stab step footing 1 r------- ---- 3„ -- the exclusive property of the architect. I = (2)1-q X14"IVI flush hdr. 1 I I I Infringements of the concepts and design ideas details{sheet A5.2) down 12" I 1 0 3 I JI I I I 1 g P s I „ 2 6”wide x 4"deep I I I I I presented on these drawings shall be prosecuted �o ------i r ----� I I —18'-p x 9"tall beam pocket 6"1 14" I 181 I to the fullest extent of the law. Copyright 2419: I stepfooting U tol A/C unit I I A/C unitl I „ 4'-10" 24" 5'-7' Michael Macrino Architect, c. All rights reserved, g P t • 16'-11' 20-6 l8'-9 �'-gT P 9 tp I above I I above I — J I ( i no art of the Ions may be reproduced without 36"below grade I I I I � I �Icv 6"wide x 4"deep I _ I 14"TJI-560 F.J. j 13'-1" 1 I the expressed written consent of the architect. To of Wall i i i i I j '�' x 9"tall beam pocket �oc`I at 16"oc(20' length) 1 • 1 I I I I Down 4" -----� ---- 1 I o I I I I I - --------- -►--------r- ----- ----- ,------- I 14" TJI-560 F.J. __ I I I - - I I CELLAR SLAB NOTE 1 -' r---- t I f'-- 1 r _i-`_-� `p �, �,�I I i 1 I Drawing Status at 16"oc(18' length) I 4" Poured Concrete Slab I I I cv 1 n_________1_____ i I I over 6 mil. polythelyne vapor I t I I Top of Wall I I concrete I 10 I 1 retarder(lap joints as required) C 1 I �' 1 I ��" _13'—O" - I Cot I ' datum 0'-0�� 1 I steps above I O t I on a 4" base course of I I 10 11 I fill and tamp. U Q ,)` i i Q 1 1 L __I_'__J compacted sand to 95% b-==' ' -=-1 • i El. 20'_0" I I Dn.4„ E > > r-- I P I _ Relative Density. Unfinished I 1 I for conc.stair �, -� I I 14R(12"T) E 1'-0' 1 10"wide x 16"tall G �I1d- a� Top of Walli 1 �_________T___ __ _ � Install a 112" Premolded � L �� I °' 1 I I I I Solid Corner Post concrete lintel with 3 #5 o Expansion Joint at Perimeter. I 0 1 I I I I Issued Down I -- - - -_ - _- 1 O X I'm x Q, Cellar I I--- 1 �______ SIMPSON' '^,I I '1 ' • t , I �I� rebars top and bottom 1 (slab area = 1,973 s.f.) t ical column I I 118" I 2-16d Common • extend bars a min. of 12" YP o I 1 I STHD14 ---L-------1-------1-------1--- I - t _ nails © 6" o.c. and footing 9'-0" I I 1 I j o j i each side of opening c? - CIg. j ;-; I N Construction Top of Wall 1 1 r-- _ r .'�--_, 1 r I 1 22"i 5'-5" 11'-4:' I typical column ` step footing up toT I r --� P 1 S.D. I ______ Down 18 I 1 a L I stair opening L I and footing I ' I Unexcavated for porch slab , ' 36 below rade (3)14'x14"Ivl 9 H J _ _ I' 1 I I I I I I ush�earn 1� C.M. I 1 I I Blocking I 1 1 step footing 1 1 y � �E z {! I I j 1 I g I 5 I I 5 down 12" I 1 ,--- I I < i I I t t t 1 �I I ill &Tamp in 6" lifts or a 4"thick I I I ® Endwall 114"TJI-360 F.J. 1 F f c "' 4'-8" ; 0"; ; -11" 36"x84" = -'� Top of Slab I poured concrete reinforced slab with i 1 at 16' oc t ; ; I I st r > 1 #4 at 12'oc each wa over clean sand I 1 a< lass door _ EI. 1 V-4" I I Y k 1 (6' length) I U 9 ICV I I 1 d• o P s ai a I over 4" (3/4") crushed bluestone,all = ONE #4 1 min.36"tall (3)1/'x14"Ivl a I 1 I ° 4 1 I 4 —IN <.� �• - n.36 _ X a, compacted to 95/ Relative Density t I cfl mss° REBAR Dates I ' I I I _ 8R(10"T) � I � m--flush hdr._ 1�` 1 I P ° Y rico concrete I I I •• " 1 toilet >` 9 , , _ _ _ I 1 I e �\ lc" Ic., �-IN itch slab/" er foot awa from house I I .� o landing 1 I I lab0ve� f 1 - - - -- - o \ o uO I I P s P Y -r I I� � % < k, i d .�\ i above I I I 1 _ > I •o - I I I I I ° 0t 1 shower - i M I ; UNEXCAVATED FOR 1 - 4��a , �� �, I 1 above a _ I r,Ia l/31/20 Issued for Construction I I GARAGE SLAB I " "� "'. ' ; �� � U P I Iclo�et I 1 O typical column 14"TJI-560 F.J. 1 I I i `30h ° oto ��n 1 I I .. landing ; I I 36"x84" 1 I 1 18R(10"T) xv and footing 1 1 I I a •- I I I ! I glass door at 16"oc(18' length} I 1 �a t I 1 4' Thick Poured Concrete Slab(3,500 psi) I (, l ~4 6' I I 1 w/6x6#10 Welded Wire Mesh Lapped I : - I . I st I 1 t I I a t 1 I PP A'JyLflush6Ealn _ _ t_ _ L3)14"x14" Ivl _ _ _ single F.J. under min. of one full mesh &wired - a flush beam t wall above j together at 48"oc over 4"thick base j I hot water 1 T-4" I I I I 1C,4 CN L----J r-, I. m i I - 1 , r-�__ ; 1 1 H o l d d ow n Detail `" I course consisting of clean sand, I I storage tank u7 - ,, __ J Toilet .-,�, �IN I I 1 1 Toilet- -� - 1�- r 1--- --' ., 0 1 1 1 I ravel, or crushed stone. c" I I ,I Above, , 0 1 I 8" I 9 1 Above x �� i 1 4'-8" 24" 8'-8" 16 1 I Pitch Slab Toward Doors 1 1 r- --" \ o -- I nat to scale ' i I a min. of 1/8" per foot. I j 32" typical column ° 5 » --�" ^ N I I P and footing1 - single F.J. under - - • 1 ____ _� 1 c:I I (slab area =approx. 945 s.f.) '' 5'-1 „ __17'-5 __� 177 _ __� wall above _ r-1 1I 1 1 1 I co I 11 1 I 14"TJI-560 F.J. 1 Y 1� ., I I " I I ` ' L-------------= -----J 1 at 16"oc(18' length) 1 ------� 1 1 r. ♦ . . ,J I I j j , 1 single F.J. under I j j` j j `-_,AL --------------------- ---- No. Date Description _ ' wall above - - _ - I 1 I ----- -- -J L__ I .J I 24„ I L -, .~ I _ �� 14"TJI-560 F.J. -� � 1 -� t 1 TYP. COLUMN & FOOTING E j pitch slab j =� I� I _ I Project x I r� I I I 1 I o ,' 1 l i .o at 16"oc(22' length) I o N I 2 i 2 1 i E A5.2 I I I 10' I ; I 00 N I o I I I I A5.2 ,� „ 1 o"I I I i I 6"I I ; I $" HHS 4 dia x%4 steel column Proposed 1 1 1 I 13'-8" „ 4" „ 1 �, 15'-2" 3'-3 20-9 17-0 6-0 1 on 36 x36 x18 deep 1 run intake and r -------I i 6"wide x 4"deep I o - I 1 1 I I 1 2 1 I 1 (unless noted otherwise I exhaust flues— •- . I x 9"tall beam pocket r- -_ _ " i x 4' de p I I 1 It I Top of Wall up through 1 w e e I g • a x 9 tall beam pocket 1 i , Poured Concrete Footing I I Down 18" 5 chase above I _ _J _ - _ ----- I I o I <--gas o of Wall w/#4 rebars at 7"oc E.1N1/. ----------- -- --- tt----- --- - -------- --- - - - I I T '• Q0 boiler E.P. E.P. I r- - - -- I `" cn ___-_--- -____ --___ I 1 I Down 4" _ r- r- r-- ------------ -- ------- J v I --- -- - --- - -- ---� j �I<r I ---- ---- ----- 4. N c`tv i ' I I j 5"x10" top plate w. (4) 1/2" 4"tall x 4"dee I I 1 in F r_ ---- ---------1--------I ----A_ —o --i t---- _ 0O slab seat P � ------ I ' E bolts (typical)and{„)10„ �r5 ------------- - --------------------------- ------ J I I offset to late w 2 1/2„ ----------- ---------------------- For 1 cO � I bolts at each side of stair A5.2 step footing up to i 34'-4" - 19'-4" 18'-8" 24 _J F ( ) 4 5/8"dia. bolts 72'-4"- r 4"thick P.C. cellar slab 36" below grade I 1 - - I 1 I co, wood posts n t-, I 1 6"x6" steel baseplate to of footing EI. 11'-0" above (typ.) _ I I I 1 .-1 I '� P 9 ---------� �------ - Top of Wall 4 17 -- ----n r ---J i N O I iD I -i r i I [D Down 4" i —= ` ' N N Li Li .-J N -J •3Rachel ----------------------- ---------- N --------------- ---- --------------------- ---------� r_ ------------------I r------------------� r-- ------ -- --------------------------- --------------- --------- -J N Top of Wall r- -11 r__------ --- -_, I o co 0o 00 1 r ----------------- 1 1 _ sloped for steps 1 I I 1 I 1 2v �' Mu rphy LJ ------------------L J-- ----------- ---L J 36" concrete YJD 21695 Soundview Avenue steps above (4)#4 rebars at 10"oc 110 8" 8" 8„ A5.2 each way Southold, NY 8'-0" 8'-0" 1'-9" 10'-6" m.o. 2'-9" 4'-0" 12'-0" 4'-0" 18'-0" 4'-0" 18'-0" 4'-0" Jurisdiction 64'-0" 10'-8" FOUNDATION PLAN LEGEND Town of Southold 15'-0" 74'-8» STRUCTURAL POST ■ Suffolk County 89'-8" min. otherw se on plans)2x6 unless ted TECO = INSTALL SIMPSON STRONG Drawn By : ��.� � rii��l TIE JOIST HANGER M.P. ��, �'' .q�, A B C EXCAVATION AND BACKFILL CONCRETE F� �� ��,� A5.1 A5.1 A5.2 New Foundation Wall -------------- Checked By: M 1. Contractor shall locate and stake out all existingunderground utilities riot 9 P 1. Foundation walls to be a minimum 3,000 ps.i., unless noted otherwise on plans, On Footing � X to any excavation. The utilities shown on the plans are an approximate ion only. on the above soil assumption. If other soils are encountered, lower bearing top of wall (0'-0") ____________ M.A.M. --- loc 2. Excavate all areas as indicated in the drawings.All excavations shall be the values are to be assumed and the foundation must be redesigned. Lower To of Wall --------------- Job No. q� 03t26b �04• minimum depths required achieving clean undisturbed virgin soil with stable 2• Porches, Carport slabs, exterior steps and garage floor slabs are to be {see plan) 1764 �' ®1 S� Proposed Foundation Plan minimum 3,500 s.i. moisture content and non-shifting and non-shrinking soil characteristics. P� _______________ The Contractor shall be responsible for notification of poor soil characteristics 3. Concrete shall be air-entrained. Total air content(percent by volume of concrete) ___---OR 1/4" = 1 '-O'• to the Architect and shall not proceed with the work until receiving instructions shall not be less than 5% or more than 7%. ------ Sheet Title from the Architect. plan north 4. The nominal maximum size of coarse aggregate shall not exceed one-fifth the 3. The Architect has prepared the drawing and specifications with an assumed narrowest distance between forms or three-fourths the clear spacing between Foundation Plan bearing capacity of 2,000#per sq.ft. and an assumed soil characteristic of sand, reinforcing bars or between a bar and the side of the form. ------ - ------ silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC,GM and GC) 5. Forms shall be made of wood, steel, aluminum, plastic, a composite of cement unless a soil test analysis has been preformed as per table R401.4.1 of the and foam insulation, a composite of cement and wood chips,or other approved --------------- e 2015 International Residential Code. material suitable for supporting and containing concrete. Forms shall provide sufficient strength to contain concrete during the concrete placement f---� _ 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. operation. Form ties shall be steel, solid plastic, foam plastic,a composite New Poured Concrete I below finished grade unless noted otherwise on the plans. of cement and wood chips, a composite of cement and foam plastic,or other Footing L__J 5. All backfill shall be clean granular fill. suitable material capable of resisting the forces created by fluid pressure of fresh concrete. __ __ 6. No Backfill shall be permitted against concrete or masonry foundation walls Detail Symbol (foundation plan without floor framing or proper bracing as required to prevent damage to walls. details located on sht.A1.2) 2 2 Sheet Number No Backfill shall be permitted within a minimum of two weeks after pouring. The Contractor shall be responsible for any damage to concrete or masony wall. 7. All grading to drain surface water away from foundation walls at a minimum Required Hold Down at a minimum of 5%slope. Location (see detail) ■ A5.1 A5.1 A5.2 A5.2 � � � ?A'i ?B ii ?C NOTES 1. See sheet G-2 for insulation specifications. 73'-6" 2. Install all smoke detectors throughout home 16'-0" 38'-0" 19'-6" as required by the 2015 IRC, sect. R314 and noted on sheet G-2. M ii h � I 9'-0" 19'-0" 10'-0" 9'-9" 9'-9" 3. Install all carbon monoxide detectors throughout of post and of door and of post and home as required by the 2015 IFC, sect. 915 and (� bedroom living room dining room noted on sheet G-2. a ------------------------------..-----------._______________ __________.e__._____..__.____.____________._________._______-._'______.___________._________.___._______________..____ _----_-------------------- -_-------- _.____________________..____.._.____._________________ '__, 4. See sheet A6.1 for window/ door schedules. %rchibact ------------------ - , Q E i 0 5. See sheet A6.1 for interior details and specs. __________________ CELLAR ENTRANCE --------------- ---� Covered -`- - --� -'I 21 Main Street Stony Brook NY 11790 For cellar stair dimensions Uncovered Porch phone. 631 686-6585 see sheet A2.2 __--r----__ --- fax. 631 686-6786Patio #2 - -------------------------------- ---- - ----------- -_ ________ - email. MMacrina o tonline.net104 i ---------------- I ' ; web. MMArchitectAIA.com I t t , ----------------' --__---_, ------------------------- -------------- - -�� I �- -- --� These plans are an instrument of service and are _____ L_ _ _ _J the exclusive property of the architect. -- l Gam---- lf') i i ` I____� 101 101 101 I 101 107 IN - r--= ---- - Infringements of the concepts and design ideas 5 ; � I presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2019: o A6.1 I I C' Michael Macrina Architect, pc. All rights reserved, co 1„ 1 I I I 1 1" y Ir I o no art of the plans may be reproduced without A5.2 dn. 5 1 . � in A5.2 P P Y P N I l 1" 52 I I 1 I 152' 1, F �j I i a the expressed written consent of the architect. © 1 �6 -44 6'-42' 6'-44 18'-7" I. 101 5 I I I I I I I I5"- A6.1 i I I I I I I I I I dn. 5" A6.1 I I I I I I 1 1 Dining10, l S.D. _ i i i i i i i i i -1' C. � Room C19• .I 108 � Il � � � `� Drawing Status -I t It 1„ I I 1» I I I I I I 1„ 18» 5 52 I 152 f,:--,� 11 I I I 15� 17'-1» � I lI t 17'-1" �, I I 20'-0" 1 1 I C) SIN 3_" ;` toilet /2 ' above I i i i r,m ID t < i l w is rn 1; 1 ; ; I Issued for 15'-1„ 201" __.�� ��--------� t----------------J t----------- rap pos I' l ; � ---------------7 r----------------i r---------�� 1, j `-IN 3 waste I I I I -IN I I r_.___ ._ 1 I 11 Ln 11 handrail l' stack i i i i i l built In to code Construction - _ I I Living r� 1» Bedroom #5 l jog flue to chase abovei I; - plumbing wall 52 ;�, 1 I I Io Room 1» 48"wide re-fab as 1 t.1 I I i 1 I 1 counter overhang 3- 10'-1" - P g I IN 1 1 - »I 1 -_ Covered o line of foundation wall below oa 1 \ �2 Clg. fireplace to be selected I IN 10'-1' l l �� I 12"' d•w 10900 » „ { I i Dn. _4" I 5-02 q installed and vented I I Clg. l l I ❑ l l 4-1 6-LO 4'-0 j p ;; a I = Porch o "' SIN through wall as per I I I I I ' island ' I -- 5 `r' manufacturer specs l l I I l _____Ld--------- 106 I I I I I r____,_____..._-__i_-- f� i l / I I I I I 1----r---------,- u e v t c I ° v ------------ ----- ------- ----- ----- Wra i i� i i I SIN r L--- L----- - - T --- - 109 Ln p , microwave; =i I ; Dates . I � 4'-8" � 6 -$ ---------- 17 p i i i i i i I I ----� r-- ----- -------� ---- ----- posts i l i under ; ; sin I rn ' 1.\5' _ l l 1 •-IN l l ; sink l cabinet I I l I ; Garage Drywall Note _I B j U p `� l I 1 I "' l i ___t--______._ _______1 _.__-______- I----T- -- i l i 1/31/20 Issued for Construction l l decorative i 1 l l ull-out I I v 9R(10"T) l I l � I l 1 P t I I Install one layer of 5/8"t o-x sum l l l l line of 1 1 beams above I I 1 1 - trash 109 I I I Y YP gypsum Bathrm. I Iitchen I o floor above S.D.SD1 1 (see detail'4'sht.A6.1) 1 1 I I wallboard to all common walls in garage o EF o y 1 l I 6 i &entire garage ceiling &one layer of I I landing - _ -- - -- - I I I l 1 - 36"x99" � 9 9 9 Y Tile Fir. oo g 10'-10" 1 C.M. I I I I I I r.o. 1 r, 1/2"type-x gypsum wallboard at all interior ; l I I I ;, I I 36"wide 4 min. 36"tall 1=' I I l 1 I I stove � I house walls common to the garage. U p� D n . railing o I l I I l l oven i 52 PORCH NOTE i Tape &3 coats spackle El 9R(10"T) ',8R(10"T) I I I 1 I 1 I -- -- --- ---J J I l M I ' I 17" I I l I l - For porch dimensions 60 4'-6" 5'l I l I I 1 l 36" ref. - J N -IN ' l' l l �\ I --------- l --------------1 cased i see sheet A2.2 -._---------- `_-- _--------- _. ------- 1 i � SIN -------------- J""- " - - 24" built-in cabinets�, ---- ------------------ .-, built ir}cabinets opening l i 0 o i 1 _ _ _ _ _ pedestal l i a i - - - tiN wide Top of Subfloor sink dn. 5" i 1 0 0 N _ 3 N W.M. '� dryer ; cabinet EL 21'-6" r 1 Hall Powder c., N EF closet 1 N 0 1�' _'.___._..__..__ '_vent-tQ_'____.. ___.____... » 1„ I 31» 51» EF Room#2`� Tile Flr. 110 i l 1 5 exterior Tile Flr. 1 �,�, 5 5 _ -� 17114 N Garage 10'-72" -_---, 6'-0" 52 5'-0" 9'-1" "' S' 0 4'-6" 2 34" 9'-0" _-__- ____- � / 1, 1 , - -- I li xl 52» ; Room O 52 S.D. ® ��N 2 ;-- - , '--------------------- ' `l No. Date Description � 1 POWdef HVAC chase N 1" 5 i i f 10'-1" Laundry � 00 CIg. Room #� closet -=�" Former Pant " � 5 ..� ; ---------------------` L _� Project - T r JO saddle O C.M.CM t � �,N N -� open to w x / Ls: --_�__--1 �--- I ---- - ----------------------- -----------_1 a r� above •--IN 1 l 1 Pro osed saddle saddle .` N o, 27 " 2'- -5„ 12'-4 p E _ _ a�0i a��i a��i �L_I ,`Id LO I I ck - aa) � 1 I E o I w cn w _ 10'-1" I I _ cD _ I 1 > ■ " � "� 5"- 15-62 Residence 1 , ;51" 3 N MUdroom Clg. 01 l �d O7 x'o I l�' `'`P S.D. Den 04 A5.2 I l fIN Q- � 52» 32�F ;351 O l 01 I i I I cv Clg. a' dn. I I i F ' " SIN l o i i a i i 5�» rf�2 » 52 17'-1" I 13'-10" 1� ,-I�, 9'-1" 5 f f -7.. ___ toilet 51» i I ; N ' N ' N O cubbies above y - 5 2 I I l l i �'" O ase bench l N 102 Ln 103 102 i st wa to I__-_!-- / A6.1 i I E For " I stack i I ; dn. ' 1 I l 1 ,� I I k F F 105 i i ; ; 101 101 101 i i i i 101 101 101 "' PATIO NOTE A5.2 I l ' Covered Uncovered A5.2 Patio #1 For patio dimensions I I I I I ; i l l l � Porch ' 5 , , I I _____ _ __ ; , ; ; Rachel I A6.1 � � � -- ' � see sheet A2.2 ❑■ l ll 1 -_. _ ___ ------ --------------- __ -------- __---_--_-----_---_ --- ---_-_--------_ - ----------------------- --- ____ ___ M h I _ _ - ' �1 0 ` -------------- -------------- ---------------------------------------------- i l I -------------- ---------------------- --- -- ' 0 handrail r to code f 4 11 I ( 1 ; ------ _--- - If ------------------------------------------------------------ ----------------------- -- -- ------ -- ---------------------- ---- -------- ----- ---------------------------- ---- _-----_______.___._._______.___, 21695 Soundview Avenue step i _.----- ---------------------step---------- --------------------------------- ------ Southold, NY _____________________...____ ___-___.____-_..._____..._________._________ __--__J of door of window of window of door and of window of window Plan Ke Notes 7'-0" 18'-0" 9'-0" 2'-6" 7'-6" foyer 7'-6" 2'-6" g'-0" and office 9,-0" Y Jurisdiction A Custom Shower with: 34'-0" 20'-0" 18'-0" 1'-6" -Custom tempered glass enclosure. Town of Southold -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane over Suffolk County 73'-6" thin set mortar over Schluter-Kerdi pre-sloped shower tray over thinset mortar over plywood subfloor to be installed by manufactures specs or other approved waterproof pan system (see detail sheet A6.1) Drawn By: �v_V A;2c. A B C D -triple 2"x4"curb A5.1 A5.1 A5.2 A5.2 -Secure the water supply riser from the shower M.P. valve to the shower head to the permanent structure. va l r� C1 FLOOR PLAN LEGEND -Shower to be equipped w/pressure balance control valves. Checked By Proposed First Floor P I a n -Surround to be the over 1/2" cement bd. M.A.M. s` -Shower seat(16"tall x 16"deep where shown on plans) yr STRUCTURAL POST T 93� �' min. (2)2x6 unless noted - install 2"x12" blocking around shower base between each stud. Job No. 1r� Q plan north otherwise on plans 30"wide x 24"deep x 36"tall vanity with 1"filler 1764 kil counter top to be selected by owner NEW FRAMED WALLS Sheet Title 112" Gyp. Board 6" ( (typical) 1"x4"casing unless noted 36"wide x 24"deep x 36"tall vanity with 1"filler 'y otherwise on plan TALLER/LOWER WALL or counter top to be selected by owner 1/4" reveal (refer to sections) First Floor Plan (typical) >1 (1) 14"deep shelf set 68"above finished floor Saddle to be Door ABOVE SUBFLOOR A.S.F. '- ' and metal rod set 2" below shelf 1"x Flat Poplar selected Max. slope of 1:2 to be painted SOFFIT / WALL CABINET � (5) 14"deep wood shelves to be painted Tile Fir. 0 SubFlr. ABOVE ABOVE LJ space shelves equally Shim Space E a Wood Fir. _ mu 72"wide x 24"dee x 36"tall vanity with 1"filler d base _ TECO = INSTALL SIMPSON STRONG F� p Y TIE JOIST HANGER counter top to be selected by owner EXHAUST FAN EF Sheet Number : Rough Opening 108"wide x 24" deep x 36"tall vanity with 1"filler g p g Blocking (min. 100 cfm to be vented to exterior) counter top to be selected by owner (see plan) Typical Door Jamb Typical Cased Opening Detail from Corner Typical Saddle Detail RequiredsedDown H -42"x7Free "tubt Bathtub: Location (see detail) � -42"x72"tub to be selected 3" = 1 '_O" 3" = 1 '-O" 33" = 1 '-O" A ?B' C D A5.1 A5.1 A5.2 A5.2 MICr'1c� E� � steel or alum. handrail to be painted, 17'-8" 47'-0" 91-0" 29'-5" -a C r i n Gl handrail height to be a min.of 34"and porch floor framingporch floor framing a max. of 38" measured vertically from 1 1 P 9 1 patio on grade the sloped plane of the tread nosing and 21'-44 24'-52 9'-0" 144 12'_5" /^+ shall be continuous for the full flight of porch roof framing porch roof framing 2\rc h itE) cA of stairs, from a point directly above top 1„ 1" 1» 51» riser to a point directly above the lowest grade descends 12 j 2 23'-62" 52\ 144» 7'-44" 2� 21 Main Street Stony Brook NY 11790 riser. Handrails shall terminate into the EL = 211-6I, wall at bottom and into railing post at top EL = 20'-7" grade descends phone. 631 686-6585 and shall have a space of not less than *4 1-1/2" between wall and handrail as perfax. 631 686-6786 steelor alum. grate cover �--------_.____________._.__._.-----.------------------.----------------_____.___________--_-.--.----_-_-_ --___-_ ------------_ _ __----.____ __--------__-.-_---__--------------_-----------------------_..------______.._____.----------..__ _N _ sections R311.7.8 of the IRC - - to be painted with a 36"x36" � � r-- - --7 i r-- ;; �� email. MMacrina@optonline.net f ; ---_ —_--------------------------------------------- web. MMArchitectAlA.com access door that can be Io 1, removable from inside as pitch/ per ft. / ---- -------------------- M__ ; ❑ ^ .°,N �- -- _; 11 �IN 6"x6" P.T. posts to be These plans are an instrument of service and are 20'-0' per sect. R310.4 of the IRC I `r' __.._.._-. ___' N `______.__ '� wrapped {typical see EL = 19'-0" the exclusive property of the architect. I I I I �� Infringements of the concepts and design ideas 1T-0" I Uncovered �� 1 I I 2 d detail sheet A6.11)co 30» I presented on these drawings shall be prosecuted 3—� I 1 I Covered I I to the fullest extent of the law. Copyright 2019: landing -I Patio #2 d I I I I Michael Macrina Architect, pc. All rights reserved, Porch " I I I 7-2 I N the part of the plans may en reproduced without 13'_0" 4'-0» ; I I IJ--7u-� , ,°;� ,-- '- -,� the expressed written consent of the architect. stair landing EL = 19'-2 e EL = 21'-1" - __ _ Uncovered vN ndow w II ---------- ---- _ �below� 0 � ------ -/ --_ I 0 I I a, --` - --------------------------------------------------- (r�1 F---------- , j L__<_.___I I I 1'7 `J' �,�, ; L_._ Patio #1 Drawing Status 5�„ 5 „If i f 1144” `� 5'-61" 8,-61" G I I I I 1 1 4 I; ; ; G I I I I down 5" A5.2 1 1 I I 1 1 I I down 5" EL = 19'-2 I I I I I I I I 11 If I E ; 1, A5.2 0 �N A/C unit A/ unit I ; I 1 I I I I EL = 21 -6 —13'-5" ,331 ; EL = 19-0 d 0 11 II 11 ; Issued for min. 36"tall ■ foundation guardrail from wall below top of foundation 11 I I I I 1 i EL — 21' 1" x l f m O Cd E v t �`" - - uonstructlon ; I I I I •, � � I I I I I I I; 1 ' , -------- ------J L----------------J L--------------- 2"thick random j down 4R at o o ----------------i r----------------, r---------------- pattern bluestone ; I, I ; ; ±6"each i Down i ---- pavers over I; 14R concrete slab ; (12"T at+-7/a") L I I I I I I ; I, I to code) I' t I I I I I I I I 1,396 S.f ; I; I ; EL=11'-0' Dates - I --- c --- --- - N _ .I r- o I I I I I I � u- E 1/31/20 Issued for Construction �----------- CID c pitch%"per ft. o t I I o N High Point I I I I 1 1 - o f C Q o I L____t__-- o - �,N ! I I I I I I , M � iaNing Dn.±4" EL = 19'-9" I I I I I I ; ; I LO I I I I I I a_________1__________L_________i i I U I I 1 0 I ------------------I I----------------J L--------------- ----------------- I t----------------i --------------- i ! I 16'-01" 512»I 141„ - -—- II 4 I 4 17'-8" I I 16'-0„ 12'-5 Cal �_�..- 1 I I I c a I I I ' ; [ I , I I I I I I Covered _ ' ., _ E I a _ � I t.__..... 1� I I r%�Id rrxd r--IN � O i(') I � I I 1 � r � I � I Porch I I , I 1 , J 00 tN p 11 I I I I i I f tV -- I No. Date Description 6"x6" P.T. posts to be I I e o ------------ -1 1----------------1- I- -------�.---- ------ wrapped (typical see ---- ------------- -__----- -------- ------------ ----------------------- ----- —————— Pro Project - --r- detail sheet A6.1) i I �OO' 1 -- —1-'------�-------- _— -- --p---- � ; 1 f 1 E, 0 D4'-4" 30" 8, 2„ i30"I 2„ by others I L I L----P- base 1 ba�e ; Proposed - ---------, to structural beam 1 ! EL = 21'-6" 1 W__�-4 Ln _r`4 o E---------- ----� ---- M R e s d e n c e 5'-94 -------- _- ----- ---- 1 _--___._--___..-___-----_ f L 1 _ _� �� __J 2 5'-44» down 5" 5 "i i 1" i 44 i For E I I I I 5'-44 I ; i E A5.2 —7'-0" I I f A5.2 I I I I EL 19 € I I I I I I I ��� Low IPoi nt EO I 1 ` � I I j cn ' w s cn I r-IN J I EL = 19'-6" _ o t t [ Rachel Li I down 5" I I I ; � � � Int Covered I 1 i I down 4R at I I F I I I I f I 1 Porch I +6"each i i u' E MurphyC" 2„ ; I A5.2 v E I I 4'—2 11'-5" 4'-2'i i 18'-2" 1 4'-2" 17'-5" 20" i30"I ; E ; handrail A5.2 to code 2"thick random o 0 base base I I ase as+r ; p I 21695 Soundview Avenue E _ -=�� I I ; Q ; fl I I I I ; o ; pattern Bluestone o rn� I 11 I I I Int ------- --- ' iD o pavers over O ILr) o ire I I I down 3R at o I I ' �' I I I o - ;-`--` '; ;; n concrete slab EL = 21 -1 o ; ; ; Southold, NY ;� o ±6"each i i i ; `�' ;� N I ; . 800 s.f r---------------- i ; r— ----- - z ; Ch�" per r- --- ----- ----z [ Lr] o 1,\ I L---- '-- ' - �- ------------------- ----- t ----- ----------------- --- -- --------------------------------- --1 I It _ Jurisdiction ----------------------pit- t J CL 1101 i ---____' — t— I' --- -------------------- ---- 1 1 I --- _—__---------__--__--__---------__— _ I EI _ 1 11 -- ___— _ — r 1 --S [ 1 I 1 I I I - � down 3R at_6 each , � __ _ _ __J „ ¢ --- - ---- - - ---- ---- - ----- - --- - - - - --- - - - - - - old -_.------------ --------------------- - Town of South 1 ' --_-____step ---------------------- ----------- -------------------- ------------------ [ step '—6"x6" P.T. posts to be Suffolk County L.___-------------._.._.__.___.__--_.___-______._-_-__________-____________--.____-______-_-._____-_.___-J wrapped (typical see Driveway detail sheet A6.1) IFL EL = 19'-6" M.P. C7� Q�` A. /t���d'�t EL = 19'-6" Drawn By : �� DAe 4o , 1" 20'_0 1 1" * V � 141„ 14 „ 13'-6 52 141" 5 " 52 141» 52 19'-631, 141„ 1141"19'-01» 5 2 » 2 4 24 Checked By: 52» \5� 5 " 52/ M.A.M. AAr 67'-71» 141„ 2 10'-8' 4 Job No. c° ® �� porch roof framing porch roof framing la 1764 15'-0" 64'-0" 10'-8" porch floor framing porch floor framing Sheet Title 74'-8" ., Porch/Patio Plan A B C D A5.1 A5.1 A5.2 A5.2 Proposed Porch/Patio Plan Sheet Number : 1/4" = 1 .-0.. plan north 2m2 A B C /D' A5.1 A5.1 A5.2 A5.2 Y ` Typical Roof Deck Construction 5T_6" 514"x4" Decking set level over tapered 2"x4" P.T. Sleepers at 16"oc 2'-0" 12'-6" over pitched EPDM Roofing System 1„ 1„ (tower) over pitched 3/4" CDX Ply. Sheathing 5-42 13'-5" 9'-4" 11'-8" 3-22 6'-3" 6'-3" over tapered 2"x furring over floor joists at 16"oc a I of post of post and of post of window of post and (pitch roofing to scupper as shown) ii bathroom tower see detail '4', same sheet) Typical Roof Deck Construction ( of ridge above M -a v r' 5/4"x4" Decking set level '' over tapered 2"x4" P.T. Sleepers at 16"oc -------- --- - --- ------------ - ----------` -------------------------------- ----------------------------- �c itE: ct over pitched EPDM Roofing System 4'-8" 4'-8" I ---- - - ------- ------------------------------- ----------------------------- -------------- -- --------- over pitched 3/4" CDX Ply. Sheathing eI o over tapered 2"x furring equal equal 5'-11 - 413 � I over floor joists at 16"oc 5 to beam E �� 21 Main Street Stony Brook NY 11790 (pitch roofing to scupper as shown) 5 below 206 206 206 206 to earn (see detail '4', same sheet) I A6.1 o elowphone. 631 686-6585 205 205 205 /` 205 fax. 631 686-6786 -IN 202 202 �� 202 202 r. __.'__I_.__..__-_____ ---------- Ln, _-_____ _ email. MMacr na@optonline.net o �, Ln li� - - - ----- --- E ---------- --------------; webll MMArchitectAIA.com _ I Ln rx� ` SIN 202 202 ------- --- - --- - - - 207 w tn _az 1 These plans are an instrument of service and are the exclusive y `n align over wall below "' i built-in window seat J _� 5 O �� i _ Infringements of the concepts and design ideas 9 i ca 205 206 property of the architect. 1 r 1 1» r=iN �� - - - - - - -- --- - ; I presented on these drawings shall be prosecuted A5.2 1» '-� 3-" 5 ( ------------------------._ _ _ _ _ _ o _ to the fullest extent of the law. Co i ht 2019: Ln 2 u7 Ln - ; ; ; o A5.2 PY19 /' _ 2'-8" 2 9'-10" 8'-3" 392" 51» rc� o Michael Macrina Architect, pc. All rights reserved, `n 1 N no part of the plans may be reproduced without 5 saddle 2 railing over wall i I ; o the expressed written consent of the architect. sloped ��N saddle 10 �N 1 6-61" 11 -7 q�� E�_ 9 a LO A6.1 -IN Tile Ir. I 2 , to be 36" ceiling I °' align door location i o -- 1» athrm. EF 24„ with opposite i open to i 5 off deck min. i �n 5�, 181" 52 31» #3 31» door 31» bedroom door 51» i above A6.1 / W scupper N Drawing Status .I. x 24"tall, 2x6 framed wall 2 -91-01, 2 2 12'-0" 2 i 205 206 -> PP o at 16"oc with 1/2" plywood 12'-0" -`-- -----____________ _ i c., sheathing each side with - fi epla eLi 3"vent ; Roof - 5/4"x12"'Azek'tapered cap R F ° flue ° , x stack Bedroom �`� 1 1 Deck w/ 1"x4"apron each side -o co i 1C19 52\ /205 206 f O Bed room --- 'I closet 18» El #4 7'-0" 10'-1" 18" #� I D II Issued for #3 ❑ ------------- - N E 9' 1" s 1 L[) I ,r - seat - o L------- ------------ ------ I 1 I 1 -1N linen I C= 51„ C�9- ---------------------------------- 139" 0 /� Clg. o, - 21. ------------ - --------------------.- _ -. . ----------------- plumbing 9' 131„ ® -`IN S.D. Bedroom 18" I I I Construction o ------------ -----'------`----`---- -` -----`-- ------- -- -- `-'--- Wall 1„ u 1»� 11 decking to --- \J 202 /2 S.D. ch' ey O 32 " 32. #'� -; - be selected N �N �N _5'-02 ab e f 11 0 -- �, ==--------------------------------------- -----r-- - ----------- 111 I I -$ �iN �� ere a .- 12 1�10SIN 9'-1" N { N 1CD LO 3 n _ cased on�enln 1n 1n 1» CI9 6' 3 1 22" 42"x87" 351" 5'-8" 208 1 f 60-» 4'-8" , -6; , x � I r 2 1 r.o. ❑to _._ _ _ - _ CLn = E N _ _ _ _ built-in �, cc i i 1 r i , , i 31" linen i e I ; rr) I o 2 closet top of decking Dates r Lnlanding D o w n I S.D. to be aligned t1 _ _ 9R(1 07) ; ; _ - with subfloor 1 ; Fi -""-- 312' 15 _ 1/31/20 Issued for Construction ; ; i e c 1 1 1 1 1 � � � ' „ 1,r 1» c? $ Bathrm. o i I ! 26�» 8"x87„ 6� X52 9 11„ 52 1 _ 52 135 " •-iN 4- - -- - -- -'-- '-- - 3'�' Hall _ a,»`i ; ; I railing over wall to s- #2 F i ------- -� r.o. - 2 2 to beam _ '-1N IM o be 36' off deck rpin. 202 Tile Flr. 3' vent min. 36"tall - S.D. I r` I - ------- . ; ; I below ______ I railing i pull down attic- I I f _ I i e i i i 1 , = Case '.� c i itch roofing ---------;j I ' T stack _ I ;r, I P 9 - p o w o co stair discuss ❑ 1 I i I I I ; I G.M. i--------- -J E •-IN opening Ln i X"/ft. ' I i , 1»_ with client for " 1 ° o ; 1 I ` •li Roof 1 I ° , E 1 9R(10"T) ; , 9 v- "' , r-=� � 1 - 1 I COPPefI 1 exact location 13 o I scupper, i 1 nen lcopper 1 Deck #2 16 B 4'-6" 1 1 1 6r 18„ m 6' hose - - - -- ------- -- ----------- CUpper i i i i railing tall CI f '^ g 24"tall, 2x6 framed wall Hall Bathrm. - I ' I 44 o ---- e�---`-- Itch roofing -IN P 9 saddle SIN Ln Ln �� ; �,N - 1 -0 at 16"oc with 1/2" plywood I I _ n/ft. q LO S.D. 15 1 0 10 14 91-11, Clg. 11 ----Y I ; ! P -KN sheathing each side with --------------- 204 3 » 1 i 1. saddle--,,, -- - - - - -- - - - - - - - - - --- _ 1 sa e 209 � � o i 5/4"x12"' zek'tapered cap - - <r 51'�i 32" 51» T _,�, 1 », wl 1"x4°apron each side t» / 211 2 1 Ln E ; ; 3r 1 top of decking 15'-0" 5'-3" 9'-1" 7'-8" 5'-0" 9'-12" � 0$ 1 to be aligned « n -0 v 3 1 11 ❑ \ / 1» 1 with subfloor ��-- I1 C = ------------------__ _��____ _________ ______ I j o „ 5 1 e `, 11 1I II Walk-in H o 209 - -- - - --------------------------- 2 -- ' No. Date Description 'T» Bedroom ,1 shelves t-; 6'-0 fT 9-6� ..., D � �� 11 Closet �E 26" � O 5 I Project to wall below decking to #2 ;I 9,-1» j s open to ;! ;f z :door j 1 I be selected C;g below 1 # " o ` / A6.1 1 111 r-IN , I t._ -- --- -- - ----------- __ DC91�91-11 ;; SIN ii r� CD 1i 9'_1" " ❑ 1 , t o -- ---- -- - ---- 11 N Ef CI 'i EF Tile Flr. 209 E p E N 1 .-IN i I € 9 1,51„ A❑ T ; A5.2 1 1» 1» 52" 1» 11 °' 1„ n 141, 1, 2 _ ' Proposed 1 302 / 32 1n /2 51 52 i! 4'-2„ ;; seat 32" N 1» 51� 301 52" 5'-94" A5.2 6'-1- C.I 12'-0" ;; 392 42" 9'-1" ;, 42 ;; 60" _ Residence I , - If 1 11 ❑ , , Q) 1 E terminate boiler --� If ;; ;; ; 1 " =3: --I oi 3 intake and ex ust �"' Walk In ;; „ �,N I flues throu wall hase 5 .1 ;; _ 'n 40"tall 1 t o as er m ufacturers i- A6.1 O CIOs t ; 3"vent o wall p i 10 stack I A6.1 r' 1 specific ions #2 5 1, I N A6.1 D ao 1 11 CV ------ --------------------------- ------- --`- ---- ----- ---------- ------ ' -- ` -` ---- ---t--- -L*picaL- -------------- ---- For _. . -r - finisheddd _I O O o shelf flooring N N 201 O -iN o F F o ; ; ; �IN 201 201 N =� T 201 ; C14 A5.2 1 1 1 1 203 202 202 -Ln 203 r;ice Rachel Ln 1 1/2" Gyp. Board 1 1 (tYPical) 1"x4"casing -------- -----`--`-I ----- - `--------- -- - ----------------------------------------------- -- -------- ---------- ------- -----`-------------------------------------- ----- -`-- --------- -`-------- ------ --------------- -----------------------------___ _________________________________________________________ ____ Murphy 1J4" reveal (typical) 1"x Flat Poplar of post and 695 oun view Avenue to be painted of post and of window dor below and of window of post and Southold NY Shim Space bedroom ridge above bathroom 6'-0" 12'-4" 6'-8" 6'-8" 12'-4" 6'-0" equal equal Plan Key Notes Jurisdiction 3'-0" 50'-0" 3'-0" I�i Custom Shower with: Town Of Southold �1 -Custom tempered lass enclosure. Rough Opening 5'-93» see plan) 4 56'-0" -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane over Suffolk County ( p ) thin set mortar over Schluter-Kerdi pre-sloped shower tray over thinset mortar over plywood subfloor to be installed by manufactures specs or other approved waterproof pan system Typical Cased Opening Detail (see detail sheet A6.1) Drawn By: q�Ea ,, 3" = 1 '-O" B C D -triple 2"x4"curb �'�f` A. .• A5.1 A5.1 A5.2 A5.2 M.P. -Secure the water supply riser from the shower (�� 4��" 4,e, valve to the shower head to the permanent structure. Checked By : 40 FLOOR PLAN LEGEND -Shower to be equipped w/pressure balance control valves. * I R Proposed Second Floor P I a n -Surround to be tile over 1/2"cement bd. M.A.M. � . sidin I I I -Shower seat(16"tall x 16"deep where shown on plans) �.. 1/4" = 1 '-O" 9 Siding STRUCTURAL POST - install 2"x12" blockingaround shower base between each stud. Job No. underlayment min. (2)2x6 unless noted F 0 t. otherwise on plans f� 30"wide x 24"deep x 36"tall vanity with 1"filler 1764 �J counter top to be selected by owner 6" ; ' .�� NEW FRAMED WALLS Sheet Title unless noted ��G TALLER/LOWER WALL or C 36"wide x 24"dee x 36"tall vanitywith 1"filler otherwise on plan NOTES counter top to be selected by owne Roofing - (refer to sections) >1 - Second Fir. Plan Saddle to be Door ,o_ ABOVE SUBFLOOR A.S.F. ❑D (1) 14"deep shelf set 68"above finished floor selected Max. slope of 1:2 3/4" P.T. T 1. See Sheet G-2 for insulation Specifications. and metal rod set 2" below shelf _ <i o Tile Flr. o SubFlr. Ply. �^s�`�'o 2. Install all smoke detectors throughout home SOFFIT / WALL CABINET (5) 14"deep wood shelves to be painted �; Wood Flr. Ripped ��i as required by the 2015 IRC, Sect. R314 and ABOVE ABOVE _ _� space shelves equally _ 2"x4" P.T. noted on sheet G-2. mud base Furring � ��, TECO = INSTALL SIMPSON STRONG � 72"wide x 24"deep x 36"tall vanity with 1"filler - • - - < --- _ -= Y 3. Install all carbon monoxide detectors throughout TIE JOIST HANGER counter top to be selected by owner Blocking Floor , home as required by the 2015 IFC, sect. 915 and EXHAUST FAN EF Sheet Number : Joist noted on sheet G-2. ❑ G 108"wide x 24"deep x 36"tall vanity with 1"filler Typical Door Jamb (min. 100 cfm to be vented to exterior) counter top to be selected by owner from Corner Typical Saddle Detail Detail of roof deck at wall 4. See sheet A6.1 for window/ door schedules. Required Hold Down1 H Free Standing Bathtub: 5. See sheet A6.1 for plan key notes. Location (see detail) -42"x72"tub to be selected 3" = 1 '-O'• 33" = 1 '-O" 1 -1/2" = 1 '-O.. N J ii C:,% awl acrii na A rc h l tE) ct 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 cedar shingle ridge cap email. MMacrina@optonline.net (Boston Ridge)over web. MMArchitectAIA.com top of ridge board _ _ _ _ - _ _ _ continuous underlaFyment to of ridge p These tans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2019: Recessed Window 4) Michael Macrina Architect, pc. All rights reserved, -v no part of the plans may be reproduced without (detail#6 sheet A6.11) the expressed written consent of the architect. typical roofing 12 1 m Drawing Status 00 see typical rake detail 2 3 A01 7.5 W rtcv w, -' ami A02 s s A02 Issueu for Lr 12 12 l blind metal E ■ 36 l 11. i !I 3G step flashing F C o n S h u I o n +8" -�° both sides I plate height - - - - - - - - - _ �,i,! }i 1.1. bottom of eave 01_01, i. 1, fo 'A 1 _�_ 203 . - -G-�= 1.1- 203 ' Aj ILL -ITIF] f'pl ��paO�� --� 1,lr r 1i ,- 1 1 t F °' Dates rn 1 �''i - r ``° EDO s -1` �o��o O 201 i� a c„ _ 1 ° o I �- .�:�. �� � 201 i O F 3 l __., � 1 � I ] I 202 202 i l _ -_� o �' = 1/31/20 Issued for Construction - 1 r- i� a �' °- _typical} II t -_ a cedar hi 1 �j ! E � I o' - P 1 2 i r l jl, - 1 - L. siding - - - ---- - ---------------- - ------------------------- 1 1 I LT T' r cap(typical) 4., I .1 .l, ------- ---------------- ----' ------- - - -�- 12 D t 5 r" 4.5I flashing _ __-_________- ___ second floor subfloor _ _ _ g _ _ _ _ _ _ 4.5 co -U -a o blind meta __ 1 200 W late height I I blind metal typic �, P 9 flashing roofing - 0 E ! .I -77 O 0- '11 ali n fascias' o i ,,j-�-`� g as , 1 1.>_,{, ,_-,,}- _�, I-I.I I_I � align fascias �? 1i i 1 11°I rl TIii11 1,11- 1,;1,x,i, 1: 1. 1111 T j FTfl J-I IT'' - l'r - IErecessed 'Azek' 1H I i Tr_' l i 1.l .I panels beyond I I 6 _l light fixtures I' ! 0 1r, 1., - �.._. �. I I s to be selected � i_ , _� 1. .;, 104 o.�, A .1 No. Date Description 101 101 101 103 101 101 101 min. 36"tall handrail I I 17 102 T T 102 !.I-'- oo j j as per code Project . I1. Tl-=- ,�-1 ,.I, - - typical _ 1. �l 1 .; a.� .` _ l , typical PI icaI l typical siding �� II Proposed� I1on all piers siding siding - - .frst. floor subfloor el. 21r-6 ! i�' --r - ! I— - ��1T #---i1,- -1-- i? +-i _ , Residence thin stone veneer � � �then stone veneer _ _ - finish grade 19'-6'" _ - _ _ to be selected to be selected pool patio(el. 19'-0") 1 I--------------------------------------`-__---J I I 1 b I be selected rto sconce toe _l i decorative custom size be selected I 1 r") __-_--__-__-__-__-__-, cedar bracket by 5/4"x6' I I For I___________ j Prowoodmarket.com 1 kick board I 1 --------------- I 72" projection x 60"tall ; 1 ___________--x5Y2"wide smooth finish; I -- » _ _-_ 1 pool below grade I { 1 -------------------------------------- L--------------- i I 1 step footing up ---------------- aRchel 1 1 1 1 ----------------------------- 1 I 1 ____-____-__-__-__-______________-__-__--_---J__«__-__-__-__-_____-«- ______------------/ Murphy 21695 Soundview Avenue Proposed Front Elevation soutr, Southold, IVY 1/4" = 11-01. Jurisdiction Town of Southold Suffolk County n ROOF SHINGLE FLASHING WEAVED FASTENERS Drawn By: V-0 1A 5 INSIDE CORNER ' M P 11 ��•�N^��P� I yrs MIN. ( SHEATHING � > I" n " S 0, F FLASHING Checked By: 4 v,� SVA M.A.M. DOUBLE Job No. �9rF 63!'266 �0 CLEATS 2'-0"O.C. 10" STARTER 1764 .®F N6 fasten w/copper ° COURSE °' nails ICE&WATER Sheet Title dins SHIELD UnderlaymentEleva PROVIDE 1" "V"CRIMP LEAD COATED COPPER VALLEY FLASHING - WEAVE OUTSIDE CORNER ° Front Typical valley Flashing Corner Details Siding Detail _ not to scale not to scale not to scale Sheet Number : I x� Recessed Window (detail#6 sheet A6.1) see typical rake detail 12 i C, 11117.5 12 blind metal 3-5 t;i fir,`r a c r n a step flashing - _ decorative O O = metal finial Arch itE) ct - A03 A03 ack outl 17.5 , :` 21 Main Street Stony Brook NY 11790 r �l P metal standing seam I - r gable 8" roof to be selected align with phone. 631 686-6585 12 1 s tower soffit fax. 631 686-6786 V 7.5© siding towe typical s �+g'• corbel blocks i� r plate height email. MMacrinaQa optonline.net at 24"oc -- - - - 206 206 206 206—TF 11 -IT 11 _ bottom of fascia web. MMArchitectAIA.com Window head height These plans are an instrument of service and are {�-0'-01, light fixture e `D the exclusive property of the architect. plate height _ _ _ - I _ _ _ _ g Infringements of the concepts and design ideas be selected wood bracket see detail sht.A6.1 presented on these drawings shall be prosecuted IJ ( ) to the fullest extent of the law. Copyright 2019: see typical flat eave detail Michael Macrino Architect, pc. All rights reserved, blind metal J no part of the plans may be reproduced without step flashing �� j 5/4"x4"trim board the expressed written consent of the architect. top of railing 2pg 5/4"x12"trim board 1 2 to be 36" l above decking -l 36 I, _ 209 209 209 blind metal ca tapered 205 205 205 205 9 Drawin Status : o, r z.� flashing P blind metal flashing J blind metal tapered cap flashing -----------3------------------------IL------------------ T_ 1 2 i - - �., s------ --- --------typical sidings ------each side ofwall______________ --- 1 2 `I` ' V V u ed fo r 1 2 1-------------------- ------------------- ------------------------------------- ------------------------ - 4.5 4.5 second floor subfloor 4.5 �_ �` 1x4 trim board 1 2 _ _ _ sec. floor subfloor line of rood deck beyond a _ _ _ tYPical roofing _ _ _ Construction plate height copper scuppers to of beam D I I see typical flat I I eave detail PF o ` _ 109 109 109 i o Dates —� 110 �i s I I 1/31/20 Issued for Construction min. 36"tall railing -� 111 pavers to 108 I Grade beyond be selected typical I I el. 20'-7" first. floor _ siding subfloor el. 21'-6" first floor subfloor top of patio el. 21'-1° N _ _ _ - thin stone veneer _ - _ _ _ ' pool patio el 19'-0" �6 r i - i lr,f r`i to be selected _ recessed panels f P I handrail to code see typical rake detail No. Date Description Proposed Right Elevation east 1 2 Project _-blind metal step flashing Proposed TT L_1 I 12 _ typical Residence Isiding 7.5 _ typical ypical roofing L_ -, roofing. I +8 1 2 1 1 corbel blocks at 24"oc7 5 1 �..I�� For ,- , II 01-01, plate height I J blind metal blind metal step flashing �--to light fixture r be selected t, 1 2 step flashing -PE 1 2 FuntoILI p of railing blind metal to be 36' typical s flashing above decking 36 Rachel -� Mur h 3E3 siding 202 204 terminate boiler t„ 202 T I exhaust flues through take dwall as per manufacturers specs. 21695 Soundview Avenue J a I s ,obo ;--- --- ______________ 3s -----------------------------------------------� ---------- 12 J --- 1 2 12 Southold, NY or 4-5 Ncn � ical roofin94_ 4 5 second floor subfloor - line of rood deck behind - - � Jurisdiction I copper scupper ----yo _ plate height Town of Southold _ fSuffolk County align ascias align fascias decorative wood bracket Drawn By : E0 Apt L typical (see sheet A4.1) `i M.P. �,�� P, 101 light fixture g o 0, F L to be selected4 'Q�, n CO o Checked By: 0 min. 36"tallCD g 8 s railing 106 M.A.M. Grade El.20'-7" - Job No. �Aq -.1031R$6 �0 ---- � Top of slab Grade---------, first. floor subfloor 1764 ®F 14If, —*- - - - - - - - - - - I A/C El. 19'-5" EI. 19'-2" el. 21'-6" unit Sheet Title Grade EI. 19'-2" I I driveway beyond el. 19'-6" "ell "S I ¢� Elevations I . I I I I I I I I I I I 1 I -------------------------------------------------------------------------------------------------------T-------- ---------------------------------------------------------------------------------------------- ________i_-, � Left I 1 I I 1 I •� CO2 ---------j � - Right I 1 I I 1 I Q I I I I I Sheet Number basement sllab I I t----------------------------------t-------- — — — L___--____1____________________________________r.--------- � el. 11'-4" 1--------------------- --yam '----- Proposed Left Elevation west step footing ` ,, ---------------- 1/4" = 1 '-O.. down � 0 metal enclosure 3"thick bluestone cap __ , ✓ Y !' - cedar shingle ridge cap (Boston Ridge)over continuous underlayment - - - - - - - - - t !r to of rid a board Ti i typical Recessed Window - A rC h itE� ct 1 roofing (detail#6 sheet A6.1) t s; f� I TT 1 2 - - 21 Main Street Stony Brook NY 11790 1 7.5� 12 1JI .I i metal standing seam 17.5 12 X122 r' N phone. 631 686-6585 roof to be selected 7 5 A01 `4:17-5 fax. 631 686-6786 email. MMacrina@optonline.net web. M M Arch itectAIA.com tower plate height — — — — — — — �' 111_ ;_;, - These plans are an instrument of service and are 206 206 206 206 �_ -�, -.�,1 .1 s the exclusive property of the architect. -�-j blind metal I Infringements of the concepts and design ideas wood bracket typical �� � ,,. +gam-�=--., step flashing '"� o presented on these drawings shall be prosecuted (see detail sht.A6.1) a e siding I. L .',-I-, 1 I -�; both sides c Mi the fullest extent of the law. Copyright serve I j — — plate height Michael Macrina Architect, pc. All rights reserved, ?a — — — — — — — no part of the plans may be reproduced without the expressed written consent of the architect. 1 Lffi- 2 F I 36EE EU top of railing .� 36 1_, `� 1 top of railing Drawing Status 1"x4"trim board to be 36" j i c to be 36" blind metal each side above decking I L ro I I I above decking flashing of wall O O O O .� ,.] a- 1; ���eoQ .� , 00 v r 0 1 _ _, t p I 5 " 0 205 205 205 205 0 � p, _ QO.F, -;�;j;:a1--. � a`�` .��. / tapered I 207 202 1.1_., :_l_ 4oQ °° 202 2021 , cap� � s " 1x4 trim board 1 i 1,.1- - - each walllde Issued ® ! _ l 2 - ---------------------------------------- ------------------------------- i - - 1 typical -------------------- -- : ,,1-�._a 1 i I. ! 1 L 1..�:j. ; blind metal L � i����_T����'1���� --------------------------------- ------------ - - ------- -------------------------- --------- _ 12 I -,,11 �_ 1�1, , ;.,! 1 l `lashingT blind metal N i L1 It 3s �ry = .5 sec. floor subfloor typical _ _ j '' oof 1 4 h 4.5 I 4.5 I�--- flashing-----------------_------------ _ , - ---`- -., �, _ _1 I 1 ! I- I 1 f �1.1 I . � _ _ 9 � - _ second floor subfloor -- r- r fiT i'--`'-r--=-'! --- ----------------------------------- --------------------------- --------^- -- — — — — - - - - � Construction al roofing to of beam - - fing line of rood deck be - plate height as f =1 Y align fascii �r align fascias I I I i see typical flat align j.l-1,1 I, �.-, i,. 'I eave detail � I ascias , I �_ I I light fixture �.1_ -,-_ i i.i, .I I l typical �, f i.�, 11 � Dates . siding I 6 to be T 1- j o A6.1 selected= i r - a o 1/31/20 Issued for Construction 101 101 101 I ' j- I,I� 1r: 1.1..E H104 104 104 104 i,,.: I I '' " 1I- °� ;.,,(..l.i I min. 3s tali _x.1.1 i.l-1.1 i.a,! 1.i v l i- railing above foundation wall pavers to 1071 be selected l ..11 typical I j` i I -IJ first. floor 1�I �l � �r1 1 . ! 1.! ;I 1 subfloor el. 21'-6" _ I ,. -. I .> - - - - siding - - 1 I 1 - - - - - l I i l I ; l i T _ first. floor subfloor el. 21'-6" top of patio el. 21'-1" A. to iI1 N pool patio(el.±19'-0") to of goal atio s j� ;r Grade el.20'-0" 5/4"x6"'Azek' Grade el. 19'-2" I Grade el.20'-6" kick board I el. 19'-0" I .---- I I I OI i i ! ;------------J No. Date Description C01 --- 1 I .I s beyond ; J K-- step footing up to Project ---------------------� I I i o` i cellar stairs I ---------------------------------- r- 1 ------------- J 36" below grade r--- r------------- I I _ --- Proposed i______________J i I ; ; ; ; - • - • - - - - - - basement slab , �1------------------------------------------,--------------------------------------------------_____—____----- ---- ----------------------------------------------------------------------�;----------------------r't r ;-----------------;�"1`L------------------------1-r----------- ------r---------- I el. 1'-4" Residence 1 ------ 1 1 1 1 I ----------------------------------------------J----- -----J -----J 1 I ---------- ----- Pro posed Rear Elevation evat i o n ------------------------'�---step footing down 12" p north (see foundation plan) I 1/4" = 1 '-O" (see roof plan) (seer of plan) roof rafters roof rafters For ceiling joists (see structural =__ late height - - - plan) - Roof Rachel -- ceilingjoists - Deck Roof Deck (see structure'plan) - #2 top of railing to be 36" Murphy #1 top of railing __ Bedroom -- above decking to be 36" - __ above decking = #� roof deck assembly iBathroom roof deck assembly 21695 Soundview Avenue (see second plan) --_ a, #2 (see second plan) roof rafters — - _ --- roof rafters Southold, NY - = 0 1 i� �' (see roof plan) -- I = I 11`I- �'J���-- if 1 (see roof plan) be deckseleing -a' 4 - g p of Q c S5 deckin to �� .+. I '- decking to Jurisdiction ali n to ;r, E align top of 9 1 1 - 1J be selected 1 2 A3.5 S5 12 1 L 1,_,,_ 1 j r1 s,-r i-roof deck with 1 1 �T LTJ roof deck with ) j 4-5 16 A3.5 4.5 i �' I 1 I 1 subfloor 1 i _ sec. floor subfloor - subfloor i','1 Town of Southold _ late height _ iV-1 late hei ht top of porch beam (align with house) Suffolk County floor joists floor joists floor joists I_ floor joists see structural (see structural plan) (see structural plan) Garage 2'-0" y 2'-0" I I see structural Ian plan} - overhang Drawn B R'. I ( plan) overhang 1 - 5 _ � ' - - M.P. w v �,k / I I Covered / ugh u garage - .�� yp Powder throughout V I I Kitchen I Room - Checked By: =� R .t I I Porch 'I I I I #2 -= =- - . .l`. _ `O M.A.M. Job No. ,pt` 1764 4P NSW y - floor joists I � II f (see structural plan) - 1I % I It first floor subfloor Sheet ' tle . f ` f ! I' � . ,, , , , - \/'/V',/ d' I'�� I�,I II. r \ f r f Y' 1 rr � � I ''.I III III I p I !- I _ to of foundation Elevat�onS .1 1 I 1 ' I N I • � u T I Pc.slab (see fnd. plan) ' • Rear Unfinished Unfinished • ' A Cellar p.c.slab Cellar Sect i o n Q l • (see fnd. plan) 4 •. 1 Sheet Number : p.c.slab p.c.slab A1.2) I j (see fnd. plan) (see fnd. plan) , ,i I) ;i 1 AM Section l - 1/4 = 1 -O 6/2�J/20a0 - IMG_6F^ nc 9 9� 51 r ,. a c { y, https://mail.google.com/mail/u/0/?tab--wm&ogbl#inbox?projector--1 1/1 6/29/202,0 1MG_66jj&pg err.• ;�Y„;� , 1 � i l :VIA `J A u e J '' ^��'x{r"y'`i. � �� ,gra, __,..� s�:►.;;. https://mail.google.com/mail/u/0/?tab=wm&ogbl#inbox?projector-1 1l1 s,. MI6 a "uo < kR Iq a _•-- ,\�i '�1 ' a ;fir:,, � ,� RON PAZ Gill AS ' .ti ., 1' $. a► 33�ry�*r^ ' ' • -G 1.r1R t ".elm kc iA. • 1 1 3. ALL, - -,�• �� .r + • 17 . 'Jowl �y� �p' �; - 'fir � t''i����fyv�� 1 rr�'�., � 's• ;� r y �� X41 ' " r 'M f Cl I r .J. Y � ,'•a°ry"v'"rE.- _+�'�r- �..� ��y \v �iY�±i +' a�+r C d L•4" - fir. `��'!"'S'`� M�. 9���VlII ( �i � "yam •►1�.'"' A,� �J: 7 e a, �` �� :7r jFa _a !`� s. � i �.0 1 .� L.� 6}�••:� i ;1�� •i d yam, q �` 4 aa� R'��� �� '• v �3.4�-'x ��dr,t ���F 3�Pa s. f�`F �. 1Xr .5k�•. �• l' xr � r°•"� �¢-;r �T � �� ,}.!q a� [ � r,.' .'�; d :2� r.'� �4 1 rtri�.s al ° i� a jwt-+• ?��r W/t~�ra4 ' � Y� 1 _ v r`4 -> ^ `'iMd cr!��t. �« �-r�y, � i,� 7{ � 's:`r`-," ��,�• ,r - .t�.`r_ � h • � -�",t!''7'S'''' _ fib.i 6/29/2020 IMG_t xr- Iowa d3 r/ `S ,,. a https://mail.google.com/mail/u/0/?tab=wm&ogbl#inbox/FMfcgxwJWXbpckwFhFXpPpwvKgcBzhxF?projector-1&messagePartld=0.7 1/1 NEW YORK STAU POARTMENT CIF ENVIRONMENTAL CONSERVATION Dryision of Envkontn4rttal Peenif#,M&Wi .�tjNy @ iSt6my-brodk.EW-aelt? P.(631)444-os66 444-000 LETTER OF NO-JURIS01glION MAY 307, 2019 Michael and R.Aclyel'Murph;y Re: Application ID 1-4738-0393,8100002- 11220 SbundvieW Avertu6 21` 96 AYenve Southold, NY 14971 Southol-d' SirITIVI x€1000-'1'35-1-7 NL Dear Applicant $asod on the frifprmationyour&gentsubftfittec,the Now York State Department of Environmental C6hserNafien(DEC) has im' d-e the f0ilowing determination. The portion of the referenced property landward of the,existing I;wtkhead and concrete seawall totaling More than 100 feet in length arid origiftally writtruc-16d pejor to 820/77, as evidenced on Aetfai Imago Rc-sources aerial photograph dated -4/6[TR76 �E.XF#72=2020) and showrt on the survey prepared by Metes and Bounds •Surv&ylng b8i4t&d April 12, k1'8, is beyond 'the jurisdiction of Attidle,26T-bdal WL-fiatid8r. Therefo r% in accordance with the dUrrent Tidal Wetlands"Land Use Regulations (P NYCRR Part 661),-,no permit is required for work -occurrib,9,4t the propert)t landward of the jurisdictional boundary lndicoted pbove, Please be advise, however,that no donstrut-Aion, sedimentation, or disturbarice of any kth-d may take plaoe seaward of,tfte it4risdictional boundary without a permit It is your resportsibifty to ensure that all necessary of-6CEWti6ris are, taken to pre.VOnt any sedirfieritAtIdn far other alteration or disturbance to the 9mund-sorfla*ce pr yegetation within the DEC's jurisdiction whiob may result from yow,r project, Su6h precaution may Indlude maintaining an adequate work area (La, a 1'6' to 2-0 wide 00Mtraction 41`00)-or erecting o1emporary fence, barrier, or hay Wilo bom Please b&further advised that this letter doerp not relieve yqu Qf th , , sponsibitity of obtaining any necessary permits or approvals from other age les. tr, you J bn, q iel cc, Michael Macrina Architect, PO, agne Habitat Protection �Eyv�roRK 0epatirffentof Conservation 5 Glenn Goldsmith,President �OF SO(/rTown Hall Annex Michael J.Domino,Vice-President ,`O� ��� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer IIII Southold,New York 11971 A.Nicholas Krupski G Telephone(631)765-1892 Greg Williams Fax(631) 765-6641 cnutm 4 a BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9633A- Date of Receipt of Application: January 13, 2020 , Applicant: Rachel L. Murphy SCTM#: 1000-135-1-7 Project Location: 21695 Soundview Avenue, Southold Date of Resolution/issuance: February 12, 2020 Date of Expiration: February 12, 2022 Reviewed by: Michael J. Domino, Vice-President Project Description: For the demolition and removal of house, garage, shed, driveway and walkways. i . Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Aclininistrative Permit allows for the operations as indicated on the survey prepared by Metes and Bounds Surveying dated April 12, 2018 and stamped approved on February 12, 2020. Special Conditions: Haybales and silt fencing are to be installed during demolition. Inspections: Haybale/silt fencing inspection prior to demolition and Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. 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BADDRESS: Town Hall Annex ox 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 22, 2020 Re: LWRP Coastal Consistency Review for RACHEL MURPHY SCTM# 1000-135-1-7 Michael Macrina Architect, P.C. on behalf of RACHEL MURPHY requests a Wetland Permit to demolish existing dwelling and porches, detached garage, shed, cesspool, walks, driveway and air conditioning units; construct a proposed two-story framed 4„178sq,ft. (59"x40" irregular) dwelling with 1,100sq.ft, attached wrap around parch with steps to grade; a proposed 41.6sq,ft. (16'x26') attached garage; proposed 314sq.ft. (13'x23,3') roof deck over side porch; proposed 140q.ft. (13'x9.5') roof deck over garage; proposed i 85sq.ft. (17'x5') basement stair; proposed 35sq,ft. (7°x5') egress window well; proposed 185 q.ft. (21.4'x8,7') uncovered impervious patio-rear side„ proposed 935sq.fta (40.1'x45.5° irregular) uncovered impervious patio-left side; proposed steps to grade from porch; proposed 480sq.ft.. (16'x30") in-ground swimming pool; proposed 4°x10" pool equipment area (pump, filter& heater); proposed two (2) 3'x3' air conditioning units; proposed 3° 5' standby generator proposed All' septic system, proposed 2,750sq.ft, gravel driveway; two (2) proposed drywells for house, patios & pool; a proposed 4” high compliant pool enclosure fencing; and to install and perpetually maintain a 10'wide non-turf buffer along the landward edge of the top of the bank Located. 21695 Soundview Avenue, Southold. SCTM# 1000-135-1-7 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 INCONSISTENT with the Policy Standards and therefore is INCONSISTENT with the LWRP based upon: The Southold Town Zoning Board of Appeals issued approval with conditions (#7295) for the action on July 18, 2019. 4.1. Minimize losses of human life and structures from flooding and erosion hazards. A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. 1. Avoid development other than water-dependent uses in coastal hazard areas. Locate new development which is not water-dependent as far away from coastal hazard areas as practical. b. Avoid hazards by siting structures to maximize the distance from Coastal Erosion Hazard Areas. Historical storm events have eroded the bluff on this parcel seaward of the CEHA line along the Long Island Sound shore even when armored. The single-family use is not a water dependent use. The construction of a single-family residence further landward than the existing structures, furthers this policy, however, it does not mitigate all risks involved with a major storm. The proposed setback from the top of bank is proposed at 33 feet where 100 feet is required. The closest setback to the CEHA is proposed at 9.2 feet (covered porch). The applicant proposes decreasing the setbacks with the size of the structures. The potential for damage and loss to the structures over time during major storms events; including hurricanes by erosion and wind remains. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney MICUALL MACIZINA .4IZCIIITLCT, P.C. 21 Main Street, Stony Brook, NY 11790 P. 631 686-6585 F. 631 686-6786 MMArchitectAIA.com Date: October 16, 2020 To: Town of Southold ' 9t6c? Board of Town Trustees j I 54375 Route 25, Southold,NY 11971 0-i(620 � Re: Project Description as part of ____� Southold Town Administration Wetland Permit for: S�� �� . 21695 Soundview Ave., Southold,NY 11971 Board of Trustees --� SCTM# 1000—135—01 - 07 Dear Members of the Board, Please see below an itemized list of all revised proposed site improvements for the above-mentioned property as per the trustees site visit and their recommendation letter dated 10/7/20: Proposed: • Proposed 10 ft non-turf buffer from top of bank • Proposed gravel driveway (2,750 sf) MIC-OAC.L MACRINA A{ZC.WITL.CT, P.C. 21 Main Street, Stony Brook, NY 11 790 P. 631 686-6585 F. 631 686-6786 MMArchitectAIA.com Date: October 16, 2020 To: Town of Southold ' VE 0 E Board of Town Trustees 54375 Route 25, Southold,NY 11971 OCT 1 s 2020 Re: Project Description as part of Administration Wetland Permit for: Southold Town 21695 Soundview Ave., Southold,NY 11971 Board of Trustees SCTM# 1000—135—01 - 07 Dear Members of the Board, Please see below an itemized list of all revised proposed site improvements for the above-mentioned property as per the trustees site visit and their recommendation letter dated 10/7/20: Proposed: • Proposed 10 ft non-turf buffer from top of bank • Proposed gravel driveway (2,750 sf) Peter Young,Chairman 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., October 7, 2020 the following recommendation was made: , Moved by John Stein, seconded by John Chandler, it was RESOLVED to NOT SUPPORT the application of RACHEL S. LEVIN MURPHY to construct a new two-story single-family dwelling, garage covered deck and swimming pool. Located: 21695 Soundview Ave., Southold. SCTM#135-1-7 Inspected by: John Stein The CAC does Not Support the application as presented. The proposed location of the pool does not meet required setbacks and would be detrimental to the area. The CAC also recommends an updated sanitary system. Vote of Council: Ayes; All Motion Carried l J Glenn Goldsmith,President �QF SOUj�, Town Hall Annex Michael J.Domino,Vice-President ,`O� ��� 54375 Route P.O. Box 11799 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Q Telephone (631) 765-1892 Greg Williams Fax(631) 765-6641 'rouPm,��' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD U'�.� J U L - 2 2020 TO: SOUTHOLD TOWN BUILDING DEPARTMENT RE: VERIFICATION OF BUILDING DEPARTMENT PERMIT REQUIREMER;TS; YtT"30D7-PT° SCTM#: Property Owner Name: Date Sent to Bldg:Dept: 7•!•2D The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building pepartment'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-a,Demolition as described under Town Code? - COMMENTS: 26 *---7 I5 ma iye- ; Signature of R viewer Date BOARD MEMBERS �S®F S0 �® Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes ® Town Annex/First Floor, Robert Lehnert,Jr. Ol 54375 Main Road(at Youngs Avenue) Nicholas Planamento �c0UN1`1,� Southold,NY 11971 http://southoldtownny_.gov RECEIVED ZONING BOARD OF APPEALS PAA (9 5: 15 AKA TOWN OF SOUTHOLD JUL 2 4 2019 Tel.(631)765-1809•Fax(631)765-9064 �• I�QdJGI✓F2 Southold n Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JULY 18, 2019 ZBA FILE: 47295 NAME OF APPLICANT: Rachael Murphy PROPERTY LOCATION: 21695 Soundview Avenue, Southold,NY SCTM#1000-135-1-7 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to A 14-25, and the Suffolk County Department of Planning issued its reply dated March 18, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268,Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated June 24. 2019. Based upon the information provided on the LWRP Consistency Assessment Form, as well as the records, it is recommended that the proposed action is INCONSISTENT with LWRP Policy Standards; and therefore, INCONSISTENT with the LWRP. However, the Board finds that the application, as amended is CONSISTENT with the recommendations of the LWRP policies and is therefore CONSISTENT with the LWRP. The proposed single-family dwelling exceeds the maximum allowable lot coverage in an area subject to frequent coastal storms. In 2009, the Board of Trustees issued a permit for restoration of the bluff that washed-out and eroded as a result of storm damage. Policy 4.1 of the LWRP provision instructs development, other than water dependent uses, in coastal hazard areas be avoided to minimize potential loss and damage. The coordinator included the following comments and recommendations in his report: The single-family use is not a water dependent use.The construction of a single-family residence further landward than the existing structures,furthers this policy, however, it does not mitigate all risks involved with a major storm. The proposed setback from the top of the bluff is proposed at 26.1 feet where 100 feet is required. The small size of the buildable area of the parcel and proposed structure placement coupled with the increase in lot coverage to greater that the 20 percent creates a situation in where the structures are still at risk in a highly vulnerable area. Page 2,July 18,2019 #7295,Murphy SCTM No. 1000-135-1-7 c The increase in size(percent cover)of structures is not supported. The closest setback to the CERA is 2 foot(covered porch). Historical storm events have eroded the bluff seaward of the CEHA line along the Long Island Sound shore even when armored. The proposed location of the structure and increase in structure size in this vulnerable area is highly susceptible to damage and loss over time during times of major storms events including hurricanes. It is recommended that the proposed single-family structure is modified to meet Chapter 280 lot coverage requirements and maximize the distance from the Coastal Erosion Hazard Area to the extent practicable. In the event that action is approved verify the adequacy of the sanitary system shown on the plan. An I/A OWTS (Advanced UA Waste Water Treatment System)is recommended.. ' SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: This application was referred for an evaluation and recommendation to the Suffolk County Soil and Water Conservation District. According to a report from the agency, dated May 30, 2019 which photographs of effected areas, an inspection of the property was conducted on May 22, 2019. At the time of the visit it was observed that the yard landward of the bluff was well vegetated in turf grasses showing no apparent cause for concerns. There was no stairway access to the bluff so a close inspection was not possible. There were obvious erosion issues on the bluff face, and bulkheading that needs some maintenance. It was further noted that the current dwelling rests on the coastal erosion hazard line and is approximately within 10 feet from the top of the bluff at the closest point. The plans to build a new two'story home landward of the Coastal Erosion Hazard Line are appropriate for the size of the parcel. Considerations must be made to limit any further erosion on the bluff. Stormwater run-off from the roof must be captured through gutters and leaders and safely infiltrated. Additionally, since this drywell is located in the construction zone where the demolition is to take place, be sure that the structure has the proper infiltration rate and the area has not become overly compacted during deconstruction. The same concern for the installation of the pool, again the drywell for the patio is depicted on the plans but there lacks a description of how the drywell is to be used. There is no statement that this drywell will capture pool discharge or be setup for emergency'or maintenance pool draining. No water should ever crest over the bluff. The bluff is deteriorated and requires mediation. There are stormwater conveyance pipes directly discharging onto the bluff. This has caused significant sliding/sloughing to occur. The bluff also severely lacks vegetation creation increased risk for failure, and will require regrading to the natural angle of repose,followed by stabilization,and revegetation. PROPERTY FACTS/DESCRIPTION: The subject property located is a conforming 44,014 square foot lot located in the R-40 Zoning District. The northerly property line measures 217 10 feet adjacent to Long Island Sound. The easterly property line measures 240.00 feet and the southerly property lines measure 148.84 feet adjacent to Soundview Avenue and the westerly property line measures 253.00 feet. Presently, there is a two-story dwelling and a two-car garage that will be demolished. There are existing stone walls and stone stairs that lead to Long Island Sound from the top of the Bank and a concrete seawall along with wood bulkheading. All as shown on the survey map prepared by Metes and Bounds Surveying, Ralph 0. Heil, L.S., last revised April 12, 2018 to indicate the Coastal Erosion Hazard Line. BASIS OF APPLICATION: Request for Variances from Article I11, Sections 280-15;Article IV, Section 280-18; Article XXII, Section 280-116A(1), and the Building Inspector's February 14, 2019,Notice of Disapproval based on an application for a building permit to demolish and existing single family dwelling and construct a new single family dwelling and an accessory in-ground pool; at; 1) proposed swimming pool located in other than the code required rear yard; 2) proposed construction is more than the code permitted maximum lot coverage of 20%; 3) proposed construction of the single family dwelling is located less than the code required 100 feet from the top of the bluff; at: 21695 Soundview Avenue, (Adj.to the Long Island Sound, Southold,NY. SSCTM#1000-135-1-7. Page 3,July 18,2019 #7295,Murphy SCTM No. 1000-135-1-7 "- RELIEF REQUESTED: The applicant requests variances to demolish an existing single-family dwelling and detached garage and to construct a new single-family dwelling with an attached garage and an accessory in-ground swimming pool. The relief requested is to construct the dwelling 26.1 feet from the top of the bluff where a 100 foot minimum setback is required, locate the accessory swimming pool in the side yard where accessory structures are only permitted in the rear yard or front yard for waterfront properties, and a lot coverage to 22.2%where a total maximum of 20% is allowed. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on July 15,2019 submitted a survey prepared by Ralph 0. Heil,L.S., last revised July 10, 2019 which depicts an increase in the Top of the Bluff setback from 26.1 feet to 33 feet by reducing the front yard setback by 5 feet applying the "average setback" of the front yard on Soundview Avenue, in conformance with the code.The new revised survey also reduces the proposed lot coverage by decreasing the size of the attached garage (16 feet by 28 feet) and the accessory swimming pool (16 feet by 30 feet) in order to conform to the code permitted maximum lot coverage of 20%, and no longer requires a variance. The proposed pool is still in a non- conforming side yard and will require a variance ADDITIONAL INFORMATION: In 2010,the Southold Town Board of Trustees approved the Amendment to the Wetland Permit#7204 and Coastal Erosion Permit#7204C to authorize the placement of approximately 122 linear feet of 200-300 Ib. toe stone and 6 foot wide gravel splash pad landward of the new bulkhead; to establish small berm landward of the top of the bank; and to stabilize backfill before planting with jute matting (anchored by toe stone)and as depicted on the revised site plan prepared by EN-Consultants,Inc. and last dated July 27,2010. Prior to that permit and Emergency Wetlands Permit was issued by the Southold Town Board of Trustees for temporary precast concrete blocks to be place at the toe of the bluff due to storm induced collapse of the existing timber bulkhead (hurricane Sandy) in October 2009. Additionally,the applicant received a Letter of No-Jurisdiction dated May 30,2019 from the NYS Department of Environmental Conservations for proposed improvements, and advised that no work is to be done Iandward of the agency's jurisdictional boundary(CEHL). FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 3,2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267--b(3)(b)(1). Grant of the relief, as amended will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This is a residential neighborhood with waterfront homes of varying sizes that are all similarly located close to Soundview Avenue to provide maximum setbacks from the bluff. The proposed new dwelling will conform to the code permitted front yard setback by applying the "average setback" of the front yard of adjacent dwellings on Soundview Avenue. Many of the waterfront homes in the neighborhood have non-conforming bluff setbacks and in ground pools are a common amenity. The present residence is located 10 feet from the top of the bluff and within the Coastal Erosion Hazard Line. The proposed new house will be moved landward of the bluff and the Coastal Erosion Hazard line. The application has been amended to remove the need for a lot coverage variance by decreasing the size of the proposed attached garage and the size of the proposed in ground pool. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed in ground swimming pool in the side yard, on grade, is conforming to the required side yard setbacks and avoids adverse impacts to the bluff. Given the t` 1 1I j Page 4,July 18,2019 #7295,Murphy SCTM No. 1000-135-1-7 reduced front yard setback to locate the new dwelling as far from the bluff as possible,there is no room to locate a pool in a code conforming front yard. The existing dwelling is only 10 feet from the top of the bluff and within the Coastal Erosion Hazard Area. The existing two-story house is 2,194 square feet with a detached garage. The proposed new two-story house will be 2,099 square feet and located outside of the Coastal Erosion Hazard area. The garage will be connected to the house. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 67% relief from the code for the setback of the dwelling from the top of the bluff. However,the buildable area landward of the top of the bluff on this parcel is only 20,462 square feet. The existing dwelling to be demolished is only 10 feet from the top of the bluff and within the Coastal Erosion Hazard line and the proposed setback, as amended will be substantially more conforming to the code. The location of the in-ground swimming pool is mathematically substantial,representing 100%.However, it is the only feasible location given the bluff and front yard setbacks. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. The new house will be constructed to new energy code and hurricane code standards with proper drainage and an updated IA sanitary system. 5. Town Law 4267-b(3)(b)(5). The difficulty has not been self-created. The same family has owned this property prior to changes or adoption of waterfront regulations and the current bulk schedule. The amended application is proposing to increase the degree of code conformance of all proposed new structures on the subject property. 6. Town Law 4267-b. Grant the requested relief is the minimum action necessary and adequate minimum action to enable the applicant to enjoy the benefit of a demolishing the existing home and accessory garage and building a new dwelling with an in ground swimming pool while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Planamento, and duly carried, to GRANT the variances as AMENDED and shown on the revised survey map prepared by Metes and Bounds Surveying, Ralph O.Heil,LS, and last revised July 10, 2019. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall submit revised architectural elevations and floor plans per the amended application. 2. The applicant shall address SC Soil & Water District concerns relating to Stormwater Management and comply with Chapter 236 of the Town's Storm Water Management Code 3. The applicant shall address concerns by SC Soil and Water District relating to bluff erosion and apply methods for revegetation and stabilization of the bluff. 4. The applicant shall install an Advanced UA Waste Water treatment system as approved by the Suffolk County Department of Health Services. 5. The applicants shall obtain approvals by the Southold Town Board of Trustees as/if required. 6. Swimming Pool Conditions: a. Pool mechanicals shall be placed in a sound deadening enclosure. b. Drywell for pool de-watering shall be installed. Page 5,July 18,2019 #7295,Murphy SCTM,N o. 1000-I35-1-7 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been fled with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes,Planamento, and Acampora. (4-0)(Member Lehnert Absent) AKaeisman Chairperson Approved for filing /4� /2019 SURVEY OF -L6i COVERAGE CALCULATIOINS PROPEPROPERTY landward to top of bank RTY 1 1 (areo = 20,462 SF) SIT UA TE VILLAGE OF SOUTHOLD PROPOSED TOWN OF SOUTHOLD -RcC,1IVED CH USEG= 2,099 SFN VIN SUFFOLK COUNTY, NEW YORK1UL fl19 GARAGE = 416 SF —135-01—07 COVERED PORCH = 1,100 SF S.C. TAX No. 1000 ff 7ZPOOL= 480 SF SCALE 1"=30' Zoniing Board of AppealS TOTAL COVERAGE = 4,095 SF OCTOBER 18, 2017 4,095 SF / 20,462 SF = .200 MARCH 30, 2018 — ADD PROPOSED HOUSE APRIL 12, 2018 — ADD COASTAL EROSION HAZARD LINE �� .�O PROPOSED LOT SEPTEMBER 25, 2018 — ADD ATTACHED GARAGE 2 COVERAGE = 20 (conforms) landward to top of bank JANUARY 23, '2019 - MISC. REVISIONS JULY 10, 2019 - AS PER ZBA COMMENTS FMAL MAP <,...,o.l�t,ti„ By A e G p EVI G/ Ham• L7jGi CpJ = �°r +:•ay;. iSFES DiEci;oN IOAT LONG ISLAND SOUND 4- SPT 0-, ti _ -- - CONC _SEAWALL CpNC.SEAwA11 V - HIGH WATER ALONG+4000 BULKHEAD _ ]4 ��s of-.-.____-_ BRII0u.0F8ANk_=--'-_—'_�_- ___ -_-_ f' ".."..... •-."-__•_- _-_-� -=TB E%7SACIG: ` J v 12 f9 - J3ARtC] c�T $T[NE WALLS"f .�o-,.•'i'.-, - _ 14^ - to 18• -123 - -'.TOp:p_DANK ..«w I ' \� J q�1 Jt'to Gr•HL(PAHO ON E8A1� LONE VE 16 :, '.= {�`' �1@ «� % a� PF^K, Ilzto1.EHL xc _ 'ZONE X T' �`' 1V �� 1' ( 10,cuasTALEttoslialit3AZAaDUN 'f nl ' \•,,"\ f�----""_`'-•--'x','l", 'XIV 97 io GEHr.��t•,to tf.H .0 \\ 5 %^� .1 I! , ,tt, 11,20 N,Nc•Wy,J� %= "; E�.�7 Pw° a at D`• ,f -==.,-._ a,a. i ' - ~ F4P`r,✓.v'Sr nmll GtABEKs ;93. 1 2t« (6"AEEfYj„ EPI. \�l t0 E R,:"':JYEJ `2...-'".- �N }L23i S' {,,�,,.�-•' _ EOIaP yk� It LpFq U `I o � lr,•✓-" 5. 2 14'•�,,;•AR80°C'II PAl10rJ O t NOJSE 1 i EL193 b8:0..- l'P�`5'l1 '.}�Foil,- FAG- "A t,` J G :`Y`ii} .�(�kARR �� :-•2.c2TG.�'C. ,}zdC 5g,,,=� y.w- 11 9aG_ � ,.mak 62z PATI ON .•%f T Li N%0/F' �yi, ,r•,4.? e eeXz h "' -." 1 ,•`v<s..v GEORGE VASILAKIS - Ea9 1, ' t• PAOPUS� p�c t8d'- FE, 7 rX.3, / :10 AAAai£1) F�'LO...^1-•^^•"'•.'. S v >��',-j�'''� �_i E P+FG::D' �'' o GFE<155< 4 a R bAp EL196 p $1 \ B ay .�•:;a �,y-"`- 0, AVERAGE FRONT YARD SETBACK ` e It -Ps 3 � ti1 WAY :@,iQr Ff,t54,e I LOT #6 - 31 a° 4Pt,�.FEtiC Nd LOT5 - 58.6' �Z , LOT #4 - NO STRUCTURES LOT #3 - 25 5' «0 t LOT #2 - 31 8' Q.. f LOT #8 _ 419' o LOT #9 - 3 2' t o __p4 Peva v 17 8 4 LOT #11 6.3_ TOTAL •- 201 2015/8 = 252' AFYS 19 18 o tl HYDRANT _ � f1RFL1 WATER METER C^ou *� deeded property line = SPOT LIGHT NOT LOCAT19N5 AND IXiST,NCE OF ANY GYGAS VALVE SUBSURFACE JRL'nES AND/OR STRUCTURES 44,014.1 sq. ft. n NOT PEAC'.Y`ASIBLL,ARE 40T CERTIFIED 1.010 ac. 3_ EA"' landward to to of bank = METES AND BOUNDS SURVEYING ANN ONR RR JP_M F[K p r_H A nrF_EA cw�as 20,462 sq. ft. 53 PROBST DRIV'= vu o=G KXFAIY,a..conon TO A 0.47 ac. V wo ar allw A Ue wtu su Wm SHIRLEY,S iIR>EY, NY 1 1967 S LL A i UMN YAR GF 131 sErnah Tac,sroacrosx»+x o=ML hT.W ro:�nA E I PHONE {576) 972-5872 awcA,_u•^ surveyduce0optonline net 'r.9-Iron,U,e er,y­l 0•h.sar.,ey maP -t-.od«dh cn-1-1 1 of too t.,d L CTS 07 BLOCK O7 SECTION 185 DIS-RIOT 1000snene ot'ee4 oesb�ed a.a`ai <<apy`I NOTES" ceH r char a moa•«a h«.«on.Conry»a• MAI OF• oaero*adf n u mane wu J,e ens•n9 Cope Prao far Lard Su ,+ SOPlm Dy the A-Y.M1 Stets Assoc,ot-`r 1 ELEVATIONS ARE REFERENCED TO N A.V,O. 1988 DATUM Praress�anal Eano s« ,a 5- SITUATED AT HAMLET OF SOUTHOLD <.a,n aea,««n<n r<.,«y m t«« EXISTING ELEVATIONS ARE SHOWN THUS: ,t'9"G TOWN OF SOUTHCLD, S,;FOIK CO, NY to «n n•n«sv�e>a P,.P.,aa,and on his beMlf to[hgcv«-nmrnMi PROPOSED ELEVATIONS ARE SHOWN THUS (,�i9 PI ----------- ----------------- 9 1, «i«nc,na��sbm hbe ro P,ny I --• to _ _ 2. FLOOD ZONE INFORMATION TAKEN FROM- Mlcheel & Rechel N.,Fphy a:ad��Tl,nstd",bPns o,sooseaeeot-nus' CE_RTIFIF') FLOOD INSURANCE RATE MAP No. 36103CO158 H TO —"--------- JOB NO 17-293 , ZONE X: BASE FLOOD ELEVATIONS DETERMINED - --"-- `- - - - -------" DATE CC-OOFR 18, 2017 ---- - SURVEY OF LOT COVERAGE CALCULATIONS PROPERTY landward to top of bank SITUATE (area = 20,462 SF) VILLAGE OF SOUTHOLD PROPOSED TOWN OF SOUTHOLD i,'cCEiVEt7 COVERAGE BREAKDOWN SUFFOLK COUNTY, NEW YORK GARAGE =2416 HOUSE ,09 SF S.C. TAX No. 1000- 135-01 -07 JUL5019 COVERED PORCH = 1 ,100 SF —,Qq� POOL = 480 SF SCALE 1 "=30' Zun,nq board of Appeals TOTAL COVERAGE = 4,095 SF OCTOBER 18, 2017 4,095 SF / 20,462 SF = .200 MARCH 30, 2018 — ADD PROPOSED HOUSE ' APRIL 12, 2018 — ADD COASTAL EROSION HAZARD LINE 1 PROPOSED LOT SEPTEMBER 25, 2018 — ADD ATTACHED GARAGE COVERAGE = 20.0% (conforms) JANUARY 23, 2019 — MISC. REVISIONS landward to top of bank JULY 10, 2019 — AS PER ZBA COMMENTS FINAL MAP F � o,Frr�,,,; By 6 45 BEV ION #-I A9 A 2 SEE DE".sJ N D EC3 I , A. ,, ;r,�7,.•.�� �.<.�� 'to. LONG ISLAND SOUND O CONC. HIGH WATER ALONG WOOD BULKHEAD SEAWALL CONCH12 13 — -- -- ---- - - - - 010 _.-._.. Okt-0F BANK_— ----- - 14 BOTT - _ I8 -- -- - -- IEXIST44G A TOP OF BANK"_ 12 115 J BANK HEIGHT 10' +/- z o S WALL S S m p 14 � 18 1 a L_-----\, p Ict 18 - --- 21 _ TOP OF_BANR�--. — �^�I �w i I 7.1'to C.E,H.L. (PATIO ON GRADE) ZONE VE 16 20 _.�--: -0 N " "' 0 ,2 r to C.E.H.L (POOL) ZONE X ` W ju' e'w�t 1Q' COAS AL HAZARD L I 9.2' to C.E.H.L ELts.o 2•� PROPOSED EL20.5 - �0 9.0 -tom i Qoo1 . . `� UNCOVERED PATIO ON -MD GRADE ;•1o'j 19 N (6'DEEP) NPOOL L p o. QEOUIP. �\q \\ - �I w�w�L 2.5 ® PROPOSED DFOR LL DRYVELL -` O FOR y 0 25 PROP 16'X30' PATIO] \� HOUSE � EL,9.5 A6 t7 1 IN-GROUND POOL\_.PORCH �O Ac r POOL PROF'O-Am (4' P) O CELLAR 2 STORY �� '1Q� ELIQL51 STAIR t7*1maiam 88PROOK ; P dN GEORGE VASILAKIS EL19.5 PROPOSED , m F.FE.:215, N D 6 A o� EL19.o �� \lJ ATTACHED �Op o. 18• ' IZ �1-' \E.E 1 llJ Na, GARAGE N o _ 'EL19.0 NI_� 0 O G.F.E. =19.5 0 - 6A O o` a'�18 i ,•�\ - - - 1B• EL2LOD_ -I PR OO , pop AVERAGE FRONT YARD SETBACK ASPHALT \ 16.66 1O P EL19.5 I 9teP ,.,1 DRIVEWAY D ODO 15 cj S LOT #6 — 31.8' tiF�, e�� —� i ,s_ n e �. LOT #5 - 58.6' c'i•�..I / I $,m �` /l Ex SpL1T RAIL FENWa�FENCE' , LOT #4 — NO STRUCTURES LOT #3 — 25.5' 0 LOT #2 — 31.8' 0., SPLIT RALL i iEodE 16 LOT #8 — 41.9' `��� GV15.7LOT 5 LOT #g0 —32?4' / e O I ��0�of P���ENS 17 LOT #11 — 6.3' 17.26 1 �� TOTAL = 201.5 201.5/8 = 25.2' AFYS /18.9fi 17Q �5 y 1819 0 tiy0 HYDRANT � '( � SV AREA WATER METER (30 v deeded property line = SPOT LIGHT NOTE: LOCATIONS AND EXISTENCE OF ANY 44,01 4.1 Sq. ft. p GAS VALVE SUBNOTTSURFACE READILY MSIBLESAARE N07 CERTIFIED. 1 .010 ac. THIS SURVEY IS SUBJECT TO ANY EASEMENT landward to top of bank = METES AND BOUNDS SURVEYING �H AATTM.E AND OTHER DISCLOSE`"�� 20,462 sq. ft. 53 PROBST DRIVE "uNAuTNoRizED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S 0.47 ac. SHIRLEY, NY 11967 sATIONF ARTICLE 134, ,� u z NEWSTATE PHONE (516) 972-5812 EDUCATION LAW surveydude0optonline.net "Copies from the original of this survey map not marked with an original of the land surveyor's inked seal or his embossed seal �T LOTS: 07 BLOCK: 01 SECTION: 135 DISTRICT: 1000 shall not be considered o valid true copy." NOTES: Certification indicated hereon signify that MAP OF: this survey was prepared in accordance with the existing Code of Practice for Land Surveys 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM adopted by the New York State Association of Professional Land Surveyors. Said SITUATED AT: HAMLET OF SOUTHOLD certifications shall run only to the person EXISTING ELEVATIONS ARE SHOWN THUS: —0-00 TOWN OF SOUTHOLD, SUFFOLK CO., N.Y, for whom the survey is prepared, and on his PROPOSED ELEVATIONS ARE SHOWN THUS X190 agency andbehalf to the title company, governmental Certificationslare endinnotntransferable to Michael & Rachel Murphy additional institutions or subsequent owners." 2.,FLOOD ZONE INFORMATION TAKEN FROM: CERTIFIED FLOOD INSURANCE RATE MAP No. 36103CO158 H TO JOB NO.: 17-293 ZONE X: BASE FLOOD ELEVATIONS DETERMINED DATE: OCTOBER 18, 2017 Glenn Goldsmith,President Qf_ S0Town Hall Annex 54375 Route 25 Michael J.Domino,Vice-President P.O.Box 1179 John M.Bredemeyer III 0- Southold,New York 11971 A.Nicholas Krupski T C Telephone(631) 765-1892 Greg Williams ,YO Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit �LAmendment/Transfer/Exten ion Received Application: q•30•2-O Received Fee: $ .fes ::!�fcompleted Application: 10.1-W Incomplete: - SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): n+ f' �fDateof WRP Consistency Assessment Form Sent: /G �•,r-- - AC Referral Sent: 0�3 Inspection: SEP 3 0 2020 eceipt of CAC Report: 0 Technical Review: Public Hearing Held: 10 Sr! Dnard Resolution: Cat i d j Uant fr�l�.t�r sv� f - — — Owneral Name of Property as shown on :Deed t. `�. 1 414 H (s)Legal P Y ( ) Mailing Address: tv Phone Number: Suffolk County Tax Map Number: 1000 - r Property Location: 0141, � � o V (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Ll 14 60t,— L- Mailing Address: 14 Phone Number: 2I 6cP - ('0 6i Board of Trustees App; ,ation GENERAL DATA Land Area(in square feet): Area Zoning: . Previous use of property: t_- Intended use of property: I o Covenants and Restrictions on property? Yes No o 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? V Yes No If"Yes",please provide copy of decision. Will th* project require any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure(s) onP roperty have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements: Agency Date No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? V No Yes If yes,provide explanation: �49�-- Project Description(use attachments if necessary):, MICtIALL MACIZINA ARCUITC-CT, P.C. 21 Main Street, Stony Brook, NY 11790 P. 631 686-6585 F. 631 686-6786 MMArchitectAIA.com Date: September 29, 2020 To: Town of Southold Board of Town Trustees 54375 Route 25, Southold,NY 11971 Re: Project Description as part of Administration Wetland Permit for: 21695 Soundview Ave., Southold,NY 11971 SCTM# 1000—135—01 -07 Dear Members of the Board, Please see below an itemized list of all proposed site improvements for the above- mentioned property: Demolition: • Whole house demolition of existing two story framed dwelling and porches • Remove existing one story detached garage • Remove existing shed • Remove existing cesspool • Remove walks and driveway as shown on survey • Remove existing air conditioning units Proposed: • Proposed two story framed dwelling (4,178 sf) (59'x 40' irregular) • Proposed attached wrap around porch(1,100 sf) • Proposed attached garage (416 sf) (16'x26') • Proposed roof deck over side porch(314 A) (13' x 23'.3') • Proposed roof deck over garage (140 sf) (13'x9.5') • Proposed basement stair(85 sf) (17' x 5') • Proposed egress window well (35 sf) (7'x5') • Proposed uncovered impervious patio—rear side (185 sf) (21.4'x8.7') • Proposed uncovered impervious patio—left side (935 sf) (40.1'x45.5' irregular) • Proposed inground pool (480 sf) (16'x30') • Proposed steps to grade from porch as shown on survey • Proposed pool equipment(pump, filter and heater) (4'x10') • Proposed air conditioning units (2 units) (3'x3' each) • Proposed standby generator(3'x5') • Proposed I/A septic system • Proposed impervious gravel driveway (2,750 sf) • Proposed drywells for house,patios and pools (2 total) • Proposed 4ft tall pool compliant fence Board of Trustees Appl ` dtion WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: (24gt4-+.j, - - K00® _ C,(I hLX LJ & �inlLl?A AG►� ���r7pd°�Tht► itl.(i S l o� HA404LO Area of wetlands on lot: square feet Percent coverage of lot: %(apiI ArbS) Closest distance between nearest existing structure and upland edge of wetlands: feet Closest distance between nearest proposed structure and upland edge of wetlands: _feet Does the project involve excavation or filling? No ✓ Yes If yes, how much material will be excavated?Acubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: f feet 0 Proposed slope throughout the area of operations: L a Manner in which material will be removed or deposited: I o G I v 1 ., I r2 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): N� G I 617.20 Appendix B Short Environmental Assessment Form Instructions far C6nioletin Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available, if additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. I Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Project Location(describe,and attach loc tion map): Brief Description of Proposed Action: 0. Na e of Applicant or Sponsor: Telephone: 1�� �� E-Mail: L P rA Address: ��� City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO- YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that Rr 0 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: 0 3.a.Total acreage of the site of the proposed action? a acres b.Total acreage to be physically disturbed? a acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? (- acres 4. •Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ��Oth mResi ercial de tial(suburban) ❑Forest ❑Agriculture []Aquatic er(specify):W ❑Parkland Page 1 of 4 PROOF OF MAILING OF NOTICE ATTACK CERTIFIED MAIL RECEIPTS Name: Address: ID Oub c c � '�� �' �l rcok, t� � 4 STATE OF NEW YORK COUNTY OF SUFFOLKV(NAAft kJ\ n,residing at �a1 -b �O j i ,,p t, Aj c— �p� �,(,d� ,being duly sworn, deposes and says that on the day of ( , 2020, ,deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names;that the addresses set opposite the names of said persons are the address bf said persons as shown on the current assessment 11 of the Town of Southold; that said Notices were mailed at the United States Post Office at -!A , that said Noti were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this Day of ocT 202 Notary Pu > ROBERT 1 SCOTT JR. Notary Public,Stet®of New Tock Qualified In Suffolk County No 01SC4725OW Term Expires Nay 31 „_;ZZ- Post ■ e CERTIFIED: A o ■ ■ ® A ■ ■ j Domestic Maij Only P � m M QWV ,U0 � R � 'r `J3 Certified Mail Fee y°•i:lam Certified Mad Fee ,ti15 i ( $2 CIA $2.85 1716 rq Extra Services&Fees(checrrbox,eddfee JYB te) �- Extra SeNices&Fees(checkbox,eddMe ,P ryato) �OL /t,p_ ❑Retuin Receipt(hardcopy) $ �— �..® ❑Return Receipt(hardcopy) $ "V Y r=1 ❑Saturn Receipt(electronic) $ stirs e� } _ Postman 7, s, ❑Return Receipt(electronic) $ o,, O El Mall Restricted Delivery $ ^,y Here '1a ; C3 []Certified Mail Restricted Delivery $ l•TI'I— ., Here SSI I.I1U 0/'� co ' � O ❑Adult Signature Required $ !s = ❑Adult Signature Required $ OCT 17 2020 '� M []Adult Signature Restricted Delivery$ t0 OCT 17 2020 `2 O ❑Adult Signature Restricted Delivery$ t3 Postage $0.55 i C3.Postage $0.55_5 o-• $ 1, 17/2020 $ 117/,20 _ o notal PostageandF bse :> ir Total Postage and"! c fT1 $ PS M $ ` �� co San tTo 'I ��p Sent To k Pa> "�!( l P --------- ----r l_C�_h-_------ -___ ---- ------- rl —`� �� -- --- �p reetan §t d �or No -------•- - _ ``� 0 StreetandApt.No.,o PO Box o. _ __ _ _ __1--r-_ __ _________________ P+ 1 ------------- - ----------------------- --,v f City,State,ZI 4® Ci -----ZIP+4®- q6 \} t �~ �� � 2 � _ _ I i :11 1 1 1 111•,. - :11 1 11 111'"- ■ e CERTIFIED MAIL" . ■ ca Domestic Mail Onfy M � ° �.,,�' �a ��� � �!'°`•� �E"ms �� �':..�' OSx, , Certified Mail Fee $3.cc U11 11 0' $ $Mc illy -ExtraServlces&Fees(checkbox,add fee$ft"fe) ❑Return Receipt(hardcopy) $ - ❑Return Receipt(electronic) $ M ❑Certified Mail Restricted Dellvery $ ,�� Here- O ❑Adult Signature Required $ $0.00 ® � 1 C3 ❑Adult Signature Restdcted Delfpary$ 17 2020 Posta a cc OCTtd ir9$ iI° p:r 1, /17/21!20 O Total Postage and F es 95 , IM $ co Sent To\ — b or 1.---- -- - $treat andAp./N. L - 1�4r(-�Glomi — --- ------------------- City,State,ZI 4 1, � 1 Glenn Goldsmith,Presidentyo�QS�fFO(��OG �� Town Hall Annex Michael J.Domino by�� x , 54375 Route 25 John M. Bredemeyer III co P.O.Box 1179_ A.Nicholas Krupski Southold,NY 11971 Greg Williams Al-0 ap� rG 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 RACHEL MURPHY COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL AFTER POSTING REMAINS INPLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE residing at/dba5ok)bA V iQ 1C- being duly sworn, depose and say: That on the n day of ���a�e� , 2017�0, I personally posted the property known as by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, October 28, 2020. n Dated: blaL (signature) Sworn to before me this 0�6'Aday of Q,620 o KEVJN W. WEBSTER Notary-public, State of New York No. 011AlE6365673 Qualified in Suffolk County Notary Public tornm4ttlbn Expires Oct. 10,E 1 5. Is the proposed action, NO YES /A a. A permitted use under the zoning regulations? ❑ b.Consistent with the adopted comprehensive plan? El 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 0 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 ES 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? Rr ❑ 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: EJ a 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 11.Will the proposed action connect to existing wastewater utilities?d.V,4 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? rj b.Is the proposed action located in an archeological sensitive area? �� tt 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ Rr b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Id ify the typical-habitat types that occur on,or are likely to be found on the project site. Check all that apply; IJVJ Shoreline ❑Forest ❑Zu 'cultural/grasslands El Early mid-successional El Wetland ❑Urban urban 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? C-1 16.Is the project site located in the 100 year flood plain? NO ES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? NO MYES ❑ b.Willstonzt water discharges be directed to established conveyance systems(runoff and sto ms)? IfY ",b ieflyescribe: ❑NO FXEs o 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: 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? 1-1 If Yes,describe: Er EJ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe:--, I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: v Date: !�w Signature:- Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. 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? Rr El 3. Will the proposed action impair the character or quality of the existing community? E } 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate 1�1 reasonably available energy conservation or renewable energy opportunities? J---J 7. Will the proposed action impact existing: (� a.public/private water supplies? i 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)? Er El Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? Ef 0 IL Will the proposed action create a hazard to environmental resources or human health? El 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, ZI t the proposed action may result in one or more potentially large or significant adverse impacts and an ironmental impact statement is required. eck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT7 Cage 4 of 4 Board of Trustees Apf !cation AUTI 01MATION (Where the applicant is not the owner) I e, owners of the property identified as SCTM# 1000- f.I. _ ___ in the town of .New York,hereby authorizes to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. i P perty Owner's Signature V Property Owner's Signature p � SWORN TO BEFORE ME THIS_ ._�`( DAY OF _ IMS' j20 a� JAMES LOUIS LARUSSO Notar3yublic Notary Public-State of New York NO OILA6275952 Qualified in Suffolk County My Commission Expires Feb 4,202 1 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town ofS' ti aid's Code aft•hies ro 'ibits conflicts ofinLereston the, ftovm officers and em Io ees.The pft§se 'f this o is to vide.inforinatio ,which can ale a to vrt of ossib a confl ets_of in' d allow itto take t0ft er i6 heegssaTto 0oid saina. YOUR NAME: �Alvt� 1-4A (Last name,first name,ipiddle initial,unless you are ap lying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) / Tax grievance Building Variance Trustee ✓ Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES r NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agendre'presentative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a 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. DESCRIP'T'ION OF RELATIONSHIP Submitted thi�Mt_day of ��t��2 20*44P Signature.• — Print Fotm TS 1 APPLICANUAGENU/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form Is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: V'A'e-�sL— (Last name,first name,ipiddle iiiitim,'unlet you are applying in the name of someone else or other entity,such as a co party.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of th hares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agmt/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town ofiicer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a 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 v ~� Submitted t 's O day,of 20@=D Signature i°,i=4[/iuti- Print Name �.G.Cke( L m u r Pn,, Form TS 1 Board of Trustees App,' ation AFFIDAVIT EP,&41EL_, BEING DULY SWORN DEPOSES AND AFFIRMS THAT /SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. t /P(ti b Signature of Prope y Owner Signature of Property Owner SWORN TO BEFORE ME THIS /0 _ DAY OF �(WMIAOCI- , 20 1_0 \ JAMES OUIS LARUSSO Otary Putt L Notary Public-State of New York NO.01LA6275952 Qualified in Suffolk County My Commission Expires Feb 4,2021 Glenn Goldsmith,President 01- Town Town Hall Annex Michael J.Domino �� Gym , 54375 Route 25 John M.Bredemeyer IIIy a 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 October 16, 2020 Michael Macrina Architect, P.C. 21 Main Street Stony Brook, NY 11790 Re: Board of Trustees Application of Rachel Murphy 21695 Soundview Avenue, Southold SCTM# 1000-135-1-7 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Order 202.1, this application is now scheduled to be heard by the Southold Town Board of Trustees, via videoconferencing on Wednesday, October 28, 2020 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Also enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a'copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. V ry Truly o Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,-President �Q FFO�'�C0 �,,y Town Hall Annex, - Michael J. Domino „�� Gym 54375 Route 25 John M. Bredemeyer III y P.O. Box 1179 A.Nicholas Krupski ® ���y'� Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESEDAY, OCTOBER 28, 2020 5:OOPM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, October 28, 2020 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platform on Wednesday, October 28, 2020 with the Regular Work Session beginning at 5:OOPM, and the Public Board Hearings beginning at 5:30PM. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 940 2754 3704 Password: 293823 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from fhe right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by nain-e-in alphabetical order. Click on the name of the application to view the file. t ( , PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS CIL - Ir`��i•ti .j4F.4 Y` '+,- �'-Suy' _ - - {`�.i.-, STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20__, deponent mailed a-true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before.me this Day of , 20 Notary Public NOTICE OF HEARING t; 1 NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees via the online Zoom platform. OWNERS) OF RECORD: RACHEL MURPHY SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing dwelling and porches, detached garage, shed, cesspool, walks, driveway and air conditioning units; construct a proposed two-story framed 4,178sq.ft. (59'x40' irregular) dwelling with 1,100sq.ft. attached wrap around porch with steps to grade; a proposed 416sq.ft. (16'x26') attached garage; proposed 314sq.ft. (13'x23.3') roof deck over side porch; proposed 140sq.ft. (13'x9.5') roof deck over garage; proposed 85sq.ft. (17'x5') basement stair; proposed 35sq.ft. (7'x5') egress window well; proposed 185sq.ft. (21.4'x8.7') uncovered impervious patio-rear side; proposed 935sq.ft. (40.1'x45.5' irregular) uncovered impervious patio-left side; proposed steps to grade from porch; proposed 480sq.ft. (16'00') in=ground swimming pool; proposed 4'x10' pool equipment area (pump, filter & heater);' proposed two (2) 3'x3' air conditioning units; proposed 3'x5' standby generator; proposed A/I septic system; proposed 2,750sq.ft. gravel driveway; two (2) proposed drywells for house, patios & pool; a proposed 4' high compliant pool enclosure fencing; and to install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the top of the bank. Located: 21695 Soundview Avenue, Southold. SCTMI# 1000-135-1-7 TIME & DATE OF PUBLIC HEARING: Wednesday, October 28, 2020 — at or about 5:30P.M. —To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Web link/Laserfiche"; go to bottom of page and click on "pg. 2"; click on ; "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 f Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS L All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal'area(which includes all of Southold Townl_ 3, If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- sMRDorting:'facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it-shallnot 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 1475 SCTM# e9I - 191 PROJECT NAME The Application has been submitted to(check appropriate response): Town Board ElPlanning Board❑ BgPuildin Dept. U Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): L (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 anxtent of action: � ,, a.r s►� GSI okv-- i Location of action: �� � � YI Ke�I '40"" i N Site acreage: d r .I�r�d�(� �� �F l►C =��� Present land use4c- W, gt�!212:a-T-6L. Present zoning classification: P�C� 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: (b) Mailing address: (c) Telephone number: Area Code( ) ,0471 bgCo- t.� v►� (d) Application number,if any: [ 1A Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ,11 No Ifes,which state or federal a enc ? Y g �' 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 I. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. F]Yes No ' /Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Poli ' s Pages 3 through 6 for evaluation criteria C-1YesR 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 Yes Q No 2Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policie7Not es S through 16 for evaluation criteria Yes U, No Applicable Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 throw h 21 for evaluation criteria D Yes Q No Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluatio criteria. F] Yes No Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for aluation criteria. Yes No Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wZApplicable ee LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes No 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. El YeF-3 No Not Applicable Attach additional sheets if necessary WORIUNG COAST PI CIES {` Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See WRP Section III-Policies; Pages 47 through 56 for evaluation criteria. Yes '[] No Not Applicable Attach additional.sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Tow7NotApplicable s. See LWRP Section III-Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes No Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III -Policies; Pages 6� -1 22 through 65 for eval tion criteria. EYes R No Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III-Policies; ges 65 through 68 for evaluation criteria. Yes D. No Not Applicable ��� PREPARED BY __ TITLE IFIL, tl:�( -DATE ^ )KkI 4� C� A alp Wlk 6 jz�,- -sr C- cua f r kC, �.���� 3877 r-- 0--2nin Board of hlrta^e r r DiSalvo, Diane From: DiSalvo, Diane Sent: Wednesday, September 16, 2020 1:38 PM To: 'ADF Fragola' Cc: Cantrell, Elizabeth; Michael Domino Subject: Murphy- 21695 Soundview Ave. The following communication is from Trustee Michael J. Domino: The following are the above entitled application's deficiencies at this time: 1. Project description not sufficiently detailed; must include all proposed elements such as proposed patios and proposed impervious driveway, including square footage and dimensions. 2. Where is pool equipment area? 3. Where is pool fence? 4. Impervious patio must be included in drywell. 5. Proposed uncovered patio not in description—(include dimensions and square footage). 6. Escape window well not included; 7. A/C and generator units dimensions; 8. Stairwell dimensions; 9. New Septic system must be I/A 10. Only one drywell shown...gutters to leaders to drywells. p�i2o e Di,SnLvo SovcthoW Toww TY-Ltstees 5-437 5 Route 25 {P.O. gox 1179 SoL,ttho[. ,. NY 11971 (0031) 7C 5-:LR 2 0031) 765 �0�0 41 Glenn Goldsmith,President SO(/�y Town Hall Annex Michael J.Domino,Vice-President ,`O� ��� h.. 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams �O �� Fax(631) 765-6641 CDUNT`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application r� �C _ Wetland Permit Application w Administrative Permit - c 11 Amendment/Transfer/Extension .IC Received Application: JUL 1 2024 Received Fee: $ -Completed Application: 7•!.ZU Sc,,; l c Incomplete: 1 SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): _LWRP Consistency Assessment Form Sent: C� CAC Referral Sent: Date of Inspection: Receipt of CAC Report: �f�®• 2�� ✓ Technical Review: i 1'✓ Public Hearing Held: — Resolution: Le al Name of Propert as shown on Deed : �e � v �iv Owner(s) g p � ) _l Mailing Address: /� ( PhoneNumber: Suffolk County Tax Map Number: 1000 - Property Location: (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT (If applicable): 6 . � ,v / Mailing Address: Phone Number: AP V�l1/T!/ 5 P' r a,dl,J'1 ' ` Board of Trustees Apple ition -r GENERAL DATA Land Area (in square feet : fi�1lJLJC(�Rr'� 4,0 61C �J/�d�� 06-?— Area Zoning: Previous use of property: Intended use of property: Covenants and Restrictions on property? Yes ✓ 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 ✓ No If"Yes",please provide copy of decision. Will�to project require any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structurel(s) on property have a valid Certificate of Occupancy? y Yes No Prior permits/approvals for site improvements: A dcy .�J /� Date _ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? ✓ No Yes If yes, provide explanation: Project Description (use attac ents if necessary): !? • Board of Trustees Appl; tion WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: 4 Area of wetlands on lot: �� square feet Percent coverage of lot: % Closest distance between nearest existing structure and upland edge of wetlands: feet Closest distance between neal•est proposed structure and upland edge of wetlands: 261 feet Does the project involve excavation or filling? No Yes If yes, how much material will be excavated? OZ"�' cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: X/ Manner in which material will be removed or deposited: !�- �1�i e�k'r PIlaMAA 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): i 61 Z20 Appendix B Shot•t Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project:Aw4p/L/y Project Location(descri e,and attach a loca ion 1xia o?/ Qc�,d.Q� ma of/ Brief Description of Proposed Action: \ 67-r- Name of Applicant or Sponsor: y� Telephone: / Address: K-Y 4AJ 4M City/PO:A ,/a Stater Zip Code: 7&3 ode&3 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that R ❑ 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: ❑ 3.a.Total acreage of the site of the proposed action? Z 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? A". cres 4. Check all land uses that ccur on,adjoining and near the proposed action. E]Urban ural(non-agriculture) ❑Industrial ❑Commercial ❑Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic 0Other(specify�j7�d��U/lt� ❑Parkland Page 1 of 4 5. is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ ❑ Er b.Consistent with the adopted comprehensive plan? ❑ F] _�7r 6. is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ 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 91F] I 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? Fv7 ❑ 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: ❑ 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? Rr ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ��}' ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: [v 14. Iddee .fy the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: oreline El Forest ❑Agricultural/grasslands El Early mid-successional Wetland ❑Urban E]Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? N4 ❑YES ❑ b.Will storm water discharges be directed to established conveyance systems(runo and storm drains)? If Yes,briefly describe. MNNO ❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ 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: 9H I AFFIRM THAT TH INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/spons me �id Date: Signature Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning �/ 1:1regulations? u 2. Will the proposed action result in a change in the use or intensity of use of land? I Will the proposed action impair the character or quality of the existing community? R ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ reasonably available energy conservation or renewable energy opportunities? Rr 7. Will the proposed'action impact existing: F--l" E—]a.public/private water supplies? b.public/private wastewater treatment utilities? El 8. Will the proposed action impair the character or quality of important historic,archaeological, f moi' architectural or aesthetic resources? u 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to Targe impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage 1:1problems? 11. Will the proposed action create a hazard to environmental resources or human health? El 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. C�eproposed ox if you have determined,based on the information and analysis above,and any supporting documentation, thaction may result in one or more potentially large or significant adverse impacts and an vironmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental-impacts. Town of Southold-Board of Trustees 24 )761 Name of Lea ency Date President Print or Type N e of spo le Of ' Lead Agency Title or esponsible Officer Sign ure of R n le O ce 'n Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 i Board of Trustees AppL- ' .tion AFFIDAVIT 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 WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature o o /C4rt-y Owner Signature of Property Owner CI SWORN TO BEFORE ME THIS �f DAY OF junk , 20 90 Not ublic AMANDA JEAN LUKASCZYK NOTARY PUBLIC STATE OF NEW YORK No.01LU6293126 Qualified in Suffolk County MY Commission Expires 1 1-25-2021 Board of Trustees Appl: tion_ AUTHORIZATION (Where the applicant is not the owner) dV_1e_dL,1 I/We, owners of the property identified as SCTM# 1000- 7 in the town of Cdr- New York, hereby authorizes /zfu to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Property O is ignature Property Owner's Signature SWORN TO BEFORE ME THIS � DAY OF J Qry - 320 Notary Pu 1 c AMANDA JEAN LUKASCZYK NOTARY PUBLIC-STATE OF NEW YORK No.01LU6293126 Qualified in Suffolk County My Commission Expires 11-25-2021 APPLICANT/AG]ENT/REPRESENB'ATWE TRANSACTIONAL DISCLOSURE,FORM The Town�f Southold's Code of Ethics prohibits conflicts of interest -n the Dart of town officers and employees The purpose of this form is torovide information which can alert the,town of possible confl-cts of interest and allow�t to take whatever action is p .. - nececsary to avoid same. _ YOUR.NAME: , (Last name,fust name, fiddle initial,unless yo are applying in the name of someone else or other a tity,such as a company.If so,indicates the.other person's or company's nhrne.) NAME OF APPLICATION: (Check all that apply.) i Tax grievance Building Tiustee Variance Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest"Business interest"-means a business, inehiding 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. S YES NO Ifyou answered"YES",complete the balance of this form and slate 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 proided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 511/o 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 / ay f 20,17 Signature Print Name Form TS l APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is toprovide 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: (Last name,first n ,middleinitial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.), NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest.`Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the 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 3 ay of &re 0�a S ignatu Print ame Form TS l NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the tte/r of applicant: /9-C'�i�� Z, AeA v SCTM# YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 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: - _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: CC i7 MAILING ADDRESS: / ml jQ /;Z PHONE #: O AGENT: 4 rI MAILING ADDRESS: i?/ / PHONE #: - Enc: Copy of sketch or plan showing proposal for your convenience. Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of•the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION E M-AK:i PROJECT NAME aale-IdA C,/ The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: lam" Nature and extent of action: L b Location of action: "e/�e Site acreage: Present land use: AdvWe-'ae(D Present zoning classification: 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: (b) Mailing address: (c) Telephone number: Area Code( ) (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No❑ If yes, which state or federal agency? 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-answer-s-will--r-equire-that-the-form-be..r-etur-ned-for_-completion.------ --- -- --------- --..---. _ -- --- -----.- DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes ,❑ No E414ot Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWR.P Section III—Poli 'es Pages 3 through 6 for evaluation criteria ❑ Yes 1:1 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 ❑ Yes ❑ No of Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life tructures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages.,K through 16 for evaluation criteria ❑ Yes 1:1 No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 t=otApplicable or evaluation criteria F1 Yes El No 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 evaluatio criteria. ❑ ❑ Yes ( No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and waste . See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ElYes ❑ No Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YesD No t- Not Applicable ppl cable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP ection III—Policies; Pages 47 through 56 for evaluation criteria. ❑ No ❑ of Applicable ❑ Yes Attach additional sheets if necessary Policy 11. Promote susta' able use of living marine resources in Long Island Sound, the Peconic Estuary and Town wate . See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable ` r Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III —Policies; Pages 62 through 65 for evalu tion criteria. ElYes ❑ No Not Applicable Attach additional sheets if necessary Policy 13. Promote ap opriate use and development of -energy and mineral resources. See LWRP Section III—Policies; P ges 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable PREPARED BY te TITLE DATF