The URL can be used to link to this page

Home My WebLink About48494-Z OFF04 pG$ Town of Southold 12/2/2022 o ��, P.O.Box 1179 cozF 53095 Main Rd Wo��ol �,ao� f Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43642 Date: 12/2/2022 THIS CERTIFIES that the building DECK Location of Property: 605 Bay Shore Rd, Greenport SCTM#: 473889 Sec/Block/Lot: 53.-3-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/20/2019 pursuant to which Building Permit No. . 48494 dated 11/16/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: deck addition to existing single family dwelling as applied for per ZBA#7331, dated 11/21/2019. The certificate is issued to Osdoby, Steven&Jaci of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED t? utho i d Si nature OSO FNc TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48494 Date: 11/16/2022 Permission is hereby granted to: Osdoby, Steven 24 Donna Dr Plainview, NY 11803 To: Construct a deck addition to an existing single family dwelling as applied for per Trustee, DEC, and ZBA approvals. Replaces BP #45457 At premises located at: 605 Bay Shore Rd, Greenport SCTM #473889 Sec/Block/Lot# 53.-3-8 Pursuant to application dated 3/20/2019 and approved by the Building Inspector. To expire on 5/17/2024. Fees: PERMIT RENEWAL $186.10 Total: $186.10 Building Inspector �SUffot,r TOWN OF SOUTHOLD foo cGy BUILDING. DEPARTMENT y 2 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45457 Date: 11/18/2020 Permission is hereby granted to: Osdoby, Steven 24 Donna Dr Plainview, NY 11803 To: construct a deck addition to an existing single family dwelling as applied for per Trustee, DEC, and ZBA approvals. At premises located at: 605 Bay Shore Rd., Greenport SCTM #473889 Sec/Block/Lot# 53.-3-8 Pursuant to application dated 11/4/2020 and approved by the Building Inspector. To expire on 5/20/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $351.20 CO-ADDITION TO DWELLING $50.00 Total: $401.20 Buildi g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. dGleobcy- New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: 605— 3!�X Sti.ov e_ —�O v� f-oY-� House No. Street Hamlet Owner or Owners of Property: �-��' c�.�►-�.2 < <. U s�� y Suffolk County Tax Map No 1000, Section S3 Block 3 Lot S Subdivision Ago o F&AtL � iS{�zJ —1",*. A4A Filed Map. 117-4- Lot: ZA S' IF Permit No. �J J Date of Permit. Applicant: Health Dept:Approval: Al/A Underwriters Approval: Planning Board Approval: ^//A Request for: Temporary Certificate Final Certificate: y (check one) Fee Submitted: $ Applicant Signature CONSENT TO INSPECTION =--d ,L e O� , the undersigned,do(es)hereby state: Owner(s)Name(s) - That the undersigned(is)(are)the owner(s)of the premises in the Town of Southold, located at ep-®9" P.&A-j- �'b��p-,d4-°— , which is shown and designated on t e Suffolk County Tax Map as District 1000, Section .F-a6 ,Block =. , Lot Si� That the undersigned(has) (have)filed,or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application,including inspections to determine.that said premises comply with all of the laws,ordinances, rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: (Signature) (P _ r�►e) Ce.G� (Signature) ®S (Print Name)I •• J I1C111J TT 1177- K.3 .. k _rT - t I t i Here u go joel There will be a 3-4 photos and 3-4 videos with sound so inspector can hear the two door alarms and pool surface alarms This text has the sliding glass door Pixs and next text will have basement and pool Pixs 3-4 videos with sound so inspector can hear the two door alarms and pool surface alarms This text has the sliding glass door Pixs and next text will have basement and pool Pixs 5 Items � r F 's J Here are Bsmt and pool surface 1 >.:� t y�;.. ,... .._ '_.J.,._ ,1'r�1 I s$y ' r�..i�_..T— i i �..,_ i t r f � � i ,L_ !_ ,t_ �_ ;- . i � i I � - - I I 1 I i (� ., -�►� �. k�;. .0 � _ ;, - �. � � M i r � �� A,o� rd�r �� s�izF1 � /� Y' Ki {F' a 4 , e ,f"btY�''. .. �. •'. � L \� �- `mow ` �_.� .... .fes! • .-� ,cis y, t r - ' .. �•i III � , y+ -s Y �n .s .� ..• - �� k. � ',,,, Vis:+: ,v ,may � �:IFS :•p yi - tD y lip APIr Ak- � � _.i,` ��•' �x a. M z r ■ .'�. "ice .d'f. L ?,. Alt, H' 1 `Y '�.�.. � o-r5 v�.; ,: IIS.• . s _ Ap Y rr r i r z MF. i •fit.. Y-�� t r "RR f i y a . r i� � A Y , 4 rt�� .SY" -�.� �. t"5/+.'•..� tom• �... - 1 � �r SHr 507 # 4� - x • -WAM —44* r Ar _ Jul 0 .�. � t'Y� '�,}}��`�?�� F � • - .at _� - ,.qac, � .. � Ak fir n 1p 41._ -0 ,ta i 9� f E4t 9 OF SOUK,°lo ✓ tJJJ # * TOWN OF SOUTHOLD BUILDING DEPT. °`ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: r I rie- �l � � R l0 �i iy► . 3 i �& 4,A) Ew ck U- .9r, LIA DATE INSPECTORFo 0 FIELD INSPECTIONREPORT DATE COMMENTS FOUNDATION(1ST) y ------------------------------------ FOUNDATION(2ND) Q. o H ROUGH FRAMING& PLUMBING j r INSULATION.PER N.Y. H STATE ENERGY CODE 3 -k ROO FINAL i cir ADDITIONAL COMMENTS • 4- G rfc 16316R. Z m z-� J - H b H. TOWN OF SOUTHOLDBUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT r_1_J ��j Do you have or need the following,before applying? TOWN HALL D `a �I�+ D Board of Health N/A SOUTHOLD,N.Y. 11971 4 sets of Building Plans TEL.: (631)765-1802 NQv — 4 2020 Planning Board approval N/A FAX: (631)765-9502U/�� S Survey O www.northfork.net/Southold/ PERMIT 1Q (, Check O Bim' "" �^ Septic Form N/A T0VV11 Gy t1��ll'f �'l1JD N.Y.S.D.E.C. N/A Trustees N/A Examined ,�fl�6- ��r/� Contact: Approved— Mail to:SUFFOLKENVIRONMENTAL Disapproved a/c L/ 114 �� '�g P.O.Box 2003:Brideehamnton,NY 11932 Phone: (631)537-5160 ExpirationOf (Building ns ctor) MAR 2 1 2019 Q 219 APP ATION BUI DING PERMIT PIS #pROVAt TOW"y+ SOUTHO�Arch 20,2019 ��g0 UCTIONS ®� /./,?-. z a. This appliAt-ion MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector,with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterway. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary ins ons. (Signature of applicant, or name, if a corporation) Suffolk Environmental Consulting,Inc. P.O.Box 2003; Bridgehampton,NY 11932 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber or builder AGENT Name of owner of premises Steven and Jaci Osdoby (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. N/A (Name and title of corporate officer) Builder's License No. 13068-H Plumber's License No. Electrician's License No. Other Trade's License No. 1. Location of land on which proposed work will be done 605 Bay Shore Drive Greenport(Southold Town) House Number Street Hamlet County Tax Map No. 1000 Section 53 —Block—3 Lot 8 Subdivision Map of Peconic Bay Estates-Amended Map A Filed Map No. 1124 Lot 4 &5 (Name) I 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a.Existing use and occupancy Residence i b.Intended use and occupancy Residence with deck 3. Nature of work(check which applicable): New Building Addition Alteration X Repair Removal - Demolition Other Work j (Description) 4.Estimated Cost $5000± Fee r (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 1V umber;ofdwelling units on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify liature.and extent of each tpeppof use N/A 7.Dimensions of existing structures,if any: Front i 58' Rear 58' Depth 28' Height <3` I, ! .r','Nuin6er of`Stovies t 2 r".�^t:.,,� �� &./A, � Dimensions of samel structure with alterationshY,+or [[additions: Front N/AT Itll 1 I N/A,/ Depth N/A-� Height';5 E N/A Number of S?66A NIX" .1,77;111 ., � t a$ 11 f'i s',� e 'sire new construction: Front Same Rear same Depth same eight <35.0' 'Nuinliei,of Stories 2 9. Size of lot: Front 100' Rear 100'- Depth 21-k-'. 10.Date of Purchase June 29, 2016 Name of Former Owner Michael K.Hughes and Therese Hughes'Ma Theresa Macaluso 11.Zone or use district in which premises are situated R-40 12.Does proposed construction violate any zoning law, ordinance or regulation: YES NO X 13. Will lot be re-graded YES NO X Will excess fill be removed from premises: YES N/A NO 24 Donna Drive 14.Name of Owner of premises Steven and Jaci Osdoby Address Plainview,NY 11803 Phone No. (516)978-6889 Name of Architect Joseph Fischetti, P.E. Address POB 909 Southold,NY 11971 Phone No.765-2954 Name of Contractor Joel Daly Address POs 343,Southold,NY 11971 Phone No. 631-926-6663 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E1,C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO X(interior work only) * IF YES, D.E.C.PERMITS MAY BE REQUIRED, 16.Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. i STATE OF NEW YORK) SS: COUNTY OF SUFFOLK Bruce A. Anderson being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. (S)He is the Agent- Suffolk Environmental Consulting,Inc. (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of this knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this I 2-o 1 zo-'Il'" day of )tX,4 i Notary Public Signature of Applicant ATTHEW D. IVANS ,,;;UAB?v [-!uCcUC-STATE OF NEW YORK No.01 IV6053859 }u,lified In Suffolk County J, •,, o;r,rn;syion Expires 01-22-29+9-- i Z3 _W W 7 0 _-K BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 9682 DATE: AUGUST 19,2020 ISSUED TO: STEVEN&JACI OSDOBY PROPERTY ADDRESS: 605 BAY SHORE ROAD, GR ENPORT E SCTM# 1000-53-3-8 AUTHORIZATION wn of Southold and in I Pursuant to the provisions of Chapter 275 of the Town Code of the To accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 19, 2020, and 4 in consideration of application fee in the sum of$250.00 paid by Steven & Jaci Osdoby and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a 16'x36' swimming pool and install pool equipment and a dryweIl for pool I backwash; remove existing 12'xl9' seaward side deck with ramp and stairs totaling 319sq.ft., and construct a new 14'x27' deck with stairs and landing (33sq.ft.) to grade, a Xx4' generator, and a 4'xS' outdoor shower; with the condition to establish and perpetually maintain a 101 non-turf buffer landward �rl' M. I of the wetland boundary; that no sand or fine materials be employed in the buffer that might float/wash or otherwise migrate onto the wetland from the buffer. The existing topography, a low-profile berm noted sloping away from the wetland, is to be maintained to prevent lawn fertilizer/mulch, etc. washing over the berm into vegetated tidal wetlands; that no pesticides are to be used in the buffer; that a low- profile delimiter barrier be placed at the landward boundary of the non-turf-buffer and the lawn; that the derelict 'It" stakes and derelict rusty galvanized wire fencing materials noted seaward of the chain u link fence be removed as they represent a possible human or wildlife entanglement hazard; that any replacement of the chain-link fence is to be open constructed fence, such as a split rail fence, to conform with Chapter 275 (Wetlands) standards and accepted environmental practice reducing habitat fragmentation; and as depicted on the site plan prepared by Suffolk Environmental Consulting, Inc. dated August 17,2020 and stamped approved on August 19,2020. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 19fl'day of August,2020. ff ............... �x, co V 00 Lazolt '10 ................ ........... i TERMS AND CONDITIONS r The Permittee Steven&Jaci Osdoby, residing at 605 Bay Shore Road, Greenport, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: f i 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. i 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure orproject 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 16w 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. i 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolktounty 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. • i a i Glenn Goldsmith,President ��¢ S®!/�� Town Hall Annex ®� ®1 54375 Route 25 A.Nicholas Krupski,Vice President ® P.O.Box 1179 AL Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® y® Fax(631) 765-6641 OMNI BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1949 C Date: August 17,2022 THIS CERTIFIES that the construction of a 16'x36' swimming vool and install pool equipment and a drywell for pool backwash-, install an at-grade 1 040sq ft paver stone patio along the south,east and westerly sides of swimming pool; remove existing 12'x19' seaward side deck with ramp and stairs totaling 319sq ft -and construct a new 14'x27' deck with stairs and landing(33sg.ft.)to grade,a 3'x4' generator,and a 4'x8' outdoor shower;with the condition to establish and perpetually maintain a 10' non turf buffer landward of the wetland boundary that no sand or fine materials be employed in the buffer that might float/wash or otherwise migrate onto the wetland from the buffer.The existing topography, a low profile berm noted sling awl from the wetland is to be maintained to prevent lawn fertilizer/mulch etc washing over the berm into vegetated tidal wetlands-,that no pesticides are to be used in the buffer,• that a low-profile delimiter barrier be placed at the landward boundary of the non-turf-buffer and the lawn;that the derelict"t"stakes and derelict rusty galvanized wire fencing materials noted seaward of the chain-link fence be removed as tha represent a possible human or wildlife entanglement hazard;that any replacement of the chain-link fence is to be open constructed fence such as a split rail fence to conform with Chapter 275 (Wetlands)standards and accepted environmental practice reducing habitat fragmentation; At 605 Bay Shore Road,Greenport; Suffolk County Tax Map#1000-53-3-8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 11,2018 pursuant to which Trustees Wetland Permit#9682 Dated August 19, 2020 was issued and Amended on April 14,2021 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 16'x36' swimming pool and install pool equipment and a drywell for pool backwash-, install an at-grade 1,040sg.ft. paver stone patio along the south east and westerly sides of swimming pool,• remove existing 12'x19' seaward side deck with ramp and stairs totaling 319sq ft and construct a new 14'x27' deck with stairs and landing(33sq-ft)to grade a 3'x4' generator, and a 4'x8' outdoor shower; with the condition to establish and perpetually maintain a 10' non-turf buffer landward of the wetland boundary;that no sand or fine materials be employed in the buffer that might float/wash or otherwise migrate onto the wetland from the buffer.The existing topography, a low-profile berm noted sloping away from the wetland is to be maintained to prevent lawn fertilizer/mulch etc washing over the berm into vegetated tidal wetlands, that no pesticides are to be used in the buffer;that a low-profile delimiter barrier be placed at the landward boundary of the non-turf-buffer and the lawn;that the derelict"t" stakes and derelict rusty galvanized wire fencing materials noted seaward of the chain-link fence be removed as they represent a possible.human or wildlife entanglement hazard; that any replacement of the chain-link fence is to be open constructed fence such as a split rail fence to conform with Chapter 275 (Wetlands)standards and accepted environmental practice reducing habitat fragmentation The certificate is issued to Steven&Jaci Osdoby owners of the aforesaid property. Authorized Signature i Facility DEC ID'1=4738_045'9811 PE: RIVIIT:;' _ Tnd&Ahe Enviiropmental Conservation.Law CL P` ermittm an -. Facl:i =Information erm' ssue�; =;ot r- T cili 5.. E v N T E OS DOBY.," >�•� :- Y>" - `O S°I)' OBY. PR OI'� ERT X 4`--jD- Q" NNA - I. ;t ,.60.S:�,BAY.S1I3OItE•.RID: PLAIl�IVIEWrN:Y`1.::1:803 GREENI' OR NY-11-044 : Facil' i A'. cati" o Con ..P fact�:• UFF o% K E IVV,. TRO NM EN _ _ QN�S;UIs;��ING- _:.<.... . .-..-far.. ;.: .:,.;:... -:.�,-: - so: . . .BTZID' .,.- T3AMP.TQN .._ ..-. _...,....- - ,..�.,.-.__. ... -. . - 1. , .3,7.:516 - • {. 3 a F cil� ocation::;in"SO UTT3 O 1D 1ri`� _ S aciYi' Pr WWW'.15"R fer encti; e"P'o�`�' t:;: ` N-: 'YT'` t3' 1VI'E�Y ,,. ,P... �. :719:594 - 45S Y;5.69. , 4:1.:0`5.08:7:• _Lo':. tude:;.72q23108-74'!'-� . , :Pro�eet;L'ocation: .605; Shore:Rd 'Green" ort S.CTNI#1'0 - Y , 00=53 3=8 Pipes:Creek Autlior�zed Activity" Ihstall`riew 16'x36' In ground p6ol acid drywell.. Note ho patio surround:for.:riew i `}' :: p ool Construct a new 14x27 deck with stairs. outdoor.shower and_generator: Remote asphalt ,. : . . dnvevvay:and replace with''a: `ervious stone dri�ewaf,_14;11 work shall be.done in accordance:with the plan�prepared by.Francis C Watson last revised 1/4/2019 and.;stam ed.N SDEC ap roved 3/22%2019: (DEP ARNQ) - p � -p if P., e `m' x At� hor` lz` atio Tid •. '. . . T�Wetlands ��Artcle:�25:_ Peri:Ajb.: m7:473` 8=U`,45.98L0009 :1:' • New"I'erriiY >,';:,. fe. Ef ctve Date: 3/22/2019' Ex iratioi Dafe:.3/21J2024 7177, Page 1 of 6 :;Facili```'DEC'ID`.=1=,4738=0459$ — ---- ---- -- Y-- . . : .. — Ty - •- ,..; ; . - -'; ''' NYSDE C'A` r. .., oval '.,-.,t - , ;PP. :!.%C - ' B °`acce'tan y y �p - ce of this permit,the permittee agrees that th1.e permit is contingenta. upon strict s'. compliance vv�th the ECL, all applicable regulations, and all conditions included as part of this,, pexmi . ,,': I. a. 4'. _ r:M.;. . - - ..,.,P. -M:.-.,, ,...M . r. .: i'' „ - _ �rr ,:, ,,., : ....,r, Perii it"-A dmuustra for SJSA N=ACKE> : Re' oriat��Perii' _ ',;. t�Adriiriistrator.- ,:,,. g d e A dr .. ,_ . NYSD ,. ,.- :: , CRe ion;_:1`_. Iead"uarYer' n. , , ,. : . . .,.. �. g ,.- , • .. . ..... _ ,. ..,. ,. . q t - :;:? I.'. 4,. {- - - S` - - Y"` Ston t_', Bro'o' 50 "V:;ir ; r• k C cle: Rd J-,.,.:: ,x ,.. f r-. ....,.-. .x-.,. j.. i:: i.7 on. �:1r' ook' - N� 1> >..,.,. '' 79. _,_..., s ,.._. _ - ..,<., tir. 'r'*: ,_: — 1. 1-1 , ., ....,r �, ,:., r .w,. ,. ,,, ,. . .: ,. __ .. C: u A- ori e S .,,.. . .. _ ..:... . . ,: ......, _. . d_ i afore. ..: •...: .. : -. _ - ♦ .. �:..' :: a...�, ,...•�..a.. .:... �./i v IF • v : ... .:. .-... n.n . _ Z _-Zang , ,.. i. ..,, -. .t : ,-: ., .,-, ... . .........:.:.. - 1-1 „:•, .JtiC�c. -- - .- :>1 ,.:,:...�.:......•- :.j�i., a,.<.,., .. . .. ..x :-, .:.:..i...:. .. .. .,[. D.istribuan-l 'st<< ,,.. .>, .. ., T :..x .. .. ., , ..C�.. .1.. .. _.l, --ex. .. -. ..,.. .__ .._ ..... _. .1 I t.., -.v-. .--. »'-af 4. , 1 u .......1:11....... .....x.- 1 wt ; J - x ., ,. . .a. u I7F �L x �:;,.,;; E�1Y NME -T - IR NAL' CON" SULf .. 1NC:1N. _ _ T C. 'tie._. ,:._ .vs.. - I .:. :.- .A a.....>...-..-. at rti-.-e.,......,a;.., .r - _ _ .,. s.d ,,,n s,. tie. ,..r..:_.:.,: ,., - - [ ,- ... .. .t. - • _ .; q .,X,- ,. �e_ , -. ..... __,. u. f Manne- - abYtat Pro ect �,,: ,,,.,.. . A.,.,..w.,>..:,.. ;:; t io n. Q a.- - ,. , r ..x„.. ., i .,. ., ..., , r::. s. ...........:. .:. s ,,v,:.a„t,,�.....,1u.. .Z,:..... .,.,,. ... ._.. ._ Ss. ., z .., .:y: T ,. . :-. Fr ...,,. 1e .,,,,,Y.,, .,. _ .:,,.: -r:, a_a . :r 7 J E r 9. -v ... ,. . .9 .. .. ..... ... . ... _ _ y :.......... .. ..[”,,. ., .. . ..., _ .. _ „,..i 21 .,,. .. ,:.. ,, _- ._ .,.-..a..:. ,w..... .. ...,: .-. „ ...:-- .... ..: 4 :.. : ':. m t'r ��o""� , I., - ,r ,. . ,•... .f. ........ -.... i -, ._. .-,.:.is „p:onen r. , •'- - „ ...:,,......> ,.,s...,...,... ": ” ',: SOURCE PERM ,. .•:.• :.:.. -. �2E IT:COND: ._,[ _• ., _ .,`f_ .:_ V....:.. ..-., :,..:_,,,.,,., :f. .-t, ..:.,,y.. .,�..:...... ...:.'-�,.. . 1 4�� , -.- -. ar.r.,...... ;'',.; , -::,...- ti .. - ,:... ., .,.... ,,..._: .. .,¢:.. - >..., :: .r.... y :: RAL. CO • ITI N ". . .. _ • : - ONS APPLY :. � .- TO.AL 'AUT _. .. ,. �, E, HORIZED PERMITa.S`: i.„- 11�i.' ... ;, ,',.,:,N ;;::<:_'>::.::'. -._'.T. .IC ...T QN. ,QTHER -ERIvIITTLE'OB „ . ,Q. _ _ P-, LIGA'ITONS .,., e�,.n- _ ..i.:..,..:.::, , -".,��'a. - ..r+., a .", "- :"'i:r: RESOURCE PERMIT.CONDITIONS Apply to,the Following: - ,t "t, ;,.. ':: . � .: »,-- "'. 'A' ;a' ,,. ermX s. . - _. . :., z..,,,...,: ... . »,. ...: _ - .._ ,. , ... .,.:. ; ' :1::;:Post°Perm'it;Sign -Th" -'--rt sign 1 1+1osed,with this ermit_shall be. osted in a conspicuous ,., P ... ., P p locations on the worksite`and adequately protected Froin the weather: .. .,...::.4z. >. .�: . :. . .. . ..:.....:' x .. .: , - „ . :. . `1 `Notice of:Com riencement �At least 48 hours.pr or fo commencement of the „ro'ect the. ermittee ,.,... , P J . , p and contractor shall sign.and return the top portion of the enclosed notif cation form certifying Ghat they are fiilly aware of and understand all terms and conditions of this permit. Withi1.n 30 days of completion :. . . _ , of project,,the,bottom,portion.of the form must also be signed and returned along with,photographs.off the'cbmpleted work 3..:C6nformanee With Plans All activities authorized by this permit must be in strict.conformance- - with the approved plans submitted by the applicant or applicant's agent as part of the permit appiicatio I Such approved plans were prepared by Francis C..Watson last revised 1/4/2019 and stamped NYSDE1.C 'aPProved 322%20.1'. ... — , Page 2 of•6 NEW acility.;:DEC:ID:'1�=4738,,,04598.:: 4.)Congrete Leachate During consfruction; no 'or fresh concrete or leachate shall be allowed"to escape mto:any wetlands or waters of New York State,nor shall washings from Tea,dy=mixed concrete trucks, nuxers, or:other devrces be allowed"to. Qn er,any.w0 OW or waters.. Only watertight br.: :waterproof forms shall be'used Wet concrete shall not be poured to displace.water'withiri tle,farms: 6nstructio'n:Debris jp Wetland:,or Ad"acei t Are . ... .. ....:�__,..:;.. .:. .,J _;.:. r:excess material..from: , a .Any,debns o construction of.tlus ro ect shall be com letel remove` :.... p_ J p Y., -d f "om` lie;adjacent area u`'larid _and.removed ao an a roved u land ar p,: ea for dis'os`al: . „p;rniitted`iri weta:rids'aricUQr,protected,•;liuffer areas: s bance to Vegetated TMAIM etlands The`relshall be.no disturbance to ve etated 'dal :wet an ;:,:; _ - - s o- protectedbuffer.areas.as asesult of the erniitted activities :..,. . _.P,. 7 Vora' e'of ni menfMaterials'``T•`e"st ;. i �.. ...... . .g. :- h ora e:of cons''. 9_ _p.. g_ iruction-;e .ui:ment.and materials shall be confined witluri"tile:pxoject work area andjgr upland areas eater#liar 75 linear feet:from= 'e:ti`- ri :,. dal ',. wetland..bo d ..v,. A ' r :8 Seel m Distarti:ed Area`: g- as:;of soil'dxsturbanee'resultin from the' 'rove ;,..,.. project s are :....... ...: .. .,.,...._:.;.,.,,a,__. -, t g.,.. .shall be stabilized-vv�tf�.appropriate vegetation(grasses, etc:)iJJJJW.d at_ei- followin project com "le ion or; Y g p :J: ._ P,.: t-, _ ..r..prior tope, expiration, whichever comes first If the project sRI ,remauis:inactive for more.than 48 ours d... h.. an i i• is imractical;due to the season'`'th be stabiliz ..:. :..-...- p. eri the ar g ea_shal . . -...<.. <..',.�;: : <.;;,:.:�'::� .:�„_.::-_ -;f:,;.:'.; -: .: : _-::::�::e • wi ... straw-or_hay. .: :,lchior :.. pte<matting-until weather-conditions avor” erixunatifo 2,. i s , 9; N"o Unauthor�zed:Fil1:: No,f11'.or.backfll.is;authorited:' " this: ermit.wi aq „rov by;; p. thout further written,,. o -a o 1. the°de m �artrrient: e' -mo° if cation':'' .,prova amend"' merit .rte. 1p-;Area,%ofiDisturbance"fW, truetures ;:Drsturbanee.'to the natural.ve etation or-foo a' h'' ` eater t g . R..� p y.gr'.. -thaw'25'.kUaeaward of the':','a' owed-s i f :t> , r tr"dcture:is: rohibted r i�:`InstalP Mam`tan.Ero l; s oq Controls;:.Necessary erosion control`measures, i.e.,straw bale's; silt fencing, etc<, are to`be placed on the downslope edge of any disturbed area. This sediment barrier-.is to be;put `lace before'an"disturbanee'of tile°- "ound"`occurs p . _ an is,to be maintained gr;..,:- ::...: ..r:..._.,'.::r.. . :. :irigood aud.. .... :funetro:al; . n. ,condihon:until CluckZv e` '- "" getative.;cove ris es a� s •'e `:: 12:'-Contain'Expo ed`Stock"`-RM So s. :All disturbed areas where soil will be tem oraril .ex osed stockpiled for longer than 48 hours shall'be.contairied b"""'a continuous line of staked haybales%silt curfairi`s.(or other NYSDEC'approved deices),placed.on_tle seaward side between the fill:and the . . .wetland or rotecfed buffer area. .Tarps areauthorized to supplement these approved methods. p 13:`'No,Drywells m`'or near Wetland. Dry wells`for pool f iter backwash shall be_located a minimum of 75 aiiear;feet landward of the tidal.wetland boundary: 14 No`Pool Dikhar es to Wetland There'sha11 be no drainin 'of swi i g g mm ng pool water directly or. • :15: Drlveway/Parking Area of Pervious`Matexal Driveway and parking areas shall b_e constructed of NYSIDEC,approved;pervious materials. Page 3 of 6 Fieili DEG ID 1=4738=04598' 1G:,`:Sta�te Not I.alile for.'Damage The;State of New York',shall,in.no case be liable for.an daina • , .. Y.., g, injury to the structure or work her"ein authorized..wluch may be:caused by or result from fiiture operations,:_ -_- undertaken by the State for the conservation or improvement of navigation,.or for other purposes, and no; claim=or r ' t'tq compensation shall.accru-from ariy`sueh"damage:: ,xfide:May:Order;Removal oar.Alteratori;of Work.. If future;o erations.b ,the State;of New York: R Y ... require an alteration m the position:of the structure or work herem authorized, or if; in the opinion of the:. D'epartm'ent of EnvirohiiWhtal;:Coriservat bh",lt:' hall cause unreasonable obstruction.to,`.the free nava 'ano gn` ,... of said waters or flood flows or.endanger the health safetiy o _welfare.of'the people of the se 4._ . >,, >. ' _: loss or desfrue Aon of the natural resources.of the State,the owner may be ordered by the Department to , remove or al"ter the structur- d- orkobstructions, or hazaris caused.thereby without ex ense to the State P. ,n„ r r.,.:..:..:......... and if, upon the epiratron or'revocation of this perriiit;;tlieatructurfll excavation,or:otiher modification othe aercourse l'ereby auhonzed shall.not be completed,_:the owners,shall,without expense to the State, arid.to such extent and in such,firiie artd mangier as;the Department of Environmental Conservation may require;removelall or any portion`of the.uncom feted strueture'or fill :p aria-restore to its former:condition the nav 'able`and,flood.ca' aci -of the watercourse. N al v ; :;< ,s be„made-agasnstthe:State.'6'fNew=York;on-account,of:an. _sucli:r'emoval'or.alt i . , _. ter: :. ♦... �. ..,.'r ... .. .. , .... ..l - . State:, Require_S,�,te Restoration. If.up.,on 04expiration or:revocation of this permit,_the project hereby authorized lies"riot,beeri completedZ:alea hcait'sliall,'without ex ense to the St :and eh,extent,;arid°m.such'tune.and manner:as`'tle D•e`;artmeritof rivironmerital..Consery to su p : ::; ,:F.: , '..: anon may_..:.: : .G _ ..: lawfully require,remove all or any portion:of the uncompleted structure or fill' d.restore.tliesite to its . former condition ,1Vo claim alall;be:made against the State ofNew York ori account of an such = Y, - removal: _ • .or�altei�ato _ - 'f J 19' P a tions Against ContamYna-ion,ofNaters All'riecessa',precautions shall,be tak6n,to; preclude coriainiiiation of`any wetland.or:waterway-l?y sus ended solids,aediments fiiels solvents '. lubricants, epoxy coat rigs,.pa nts; co_ncrete lead ate or any other.,eriyironriientall deleterious materials associated with the project - y GENE GO, NDIT� IO - NS�:' '.:-�' �"I} A to:ATL•- uth`oriied.:Permit` , , Fa-eili ty Ins ,pct on b'.'The.D,e ariment `The: erm tted'sife'orfacili . ,, ,, P. .,Y. P.. _ , including records; is siibjecfao inspection af.reasonable Hours arid interealS.by an authorized.representative•of the,Department. of Environinental Conservation(tile Department)'to determine,whether the permittee is complying with this permit.and the ECL. Suchrepresentative may':ordd the work susEC pended pursuant to L 71-,0301 and°SAPA:401; 3): The -`; - .. ,:... .:.. ..'.: . . ,'permittee shall provide a person to--ac cgmpariyahe Departriierif's representative during an:inspection. to the permit area'when requested by the Department Acopy of this perinit, including all referenced maps,drawings and special conditions, must:beavailable for inspection by the Department at all times_at the protect site or facility. Failure to produce a copy of thepermit upon request by a Department representative is-a violation of this permit. Page 4 of 6 Facility,,DEC ID'l-4738-04598 . 2.''Relatioisfii:- of this Permit,to:Otlier De''a ` = Pa, +Orders and-Determinations Unless expressly P rtment pr"ovided.for by the Department, issuance of this permit does'not modify,supersede or rescind any order or'determmation previously issued by the-Department or any of the Germs, conditions or requirements contasned,in such order on deYerinination: 3; Apphcattops or Permit Renewals,Modifications or Transfers,'Th ittee must-submit a se arate " p written application to the Department foz permit:renewal,i�ngdif cation.or transfer oftlus, pezrnut Such1application must include.any fonns or:"supplemental uiformation the De artmerit re uires.. w Aii' renewal`moth P q. or transfer anted`b.' the.D'e artiierit , : .._�;,�, ,y< -'F..,... in writing .:Submission;of .:-:;.,�,•::.r::::a =.1'ications or:'e _- -.. ... ,. � .. ..:: :�:- �:;'�::•: _-� -: -. ,.r., ,,. .-..- . :p_rmrt.re ewal,modifcation-mo a t : I - e i R oval:Pe t"` - Adni�' - rm ni" strata - _:... . . -. . : 1�. . Re .oris` - ... ..,.. :.. ..,•..:, ' E. i-Head :.:. � ,... ::r•. S.- Y_ / I1Iv t 0 -.,S �B - rook 5� n'. •O:Gucle'R��:' 1 9 4•'�9y=`' 7„ bmission_of RenONO_, ppheation `Phe er i ittee must submit a renewal P ppl...,, ion at least.30 days before permit expiration `for the following permit authorizations:.Ti&I-W lands . it : ,a r: it 1bI ociy m . ficatiois"Sus` erasions a' . . .... ,. ,. evo`ca"ons .. .. . .,, ._ '......... . . ... : ...: .P . :,.. menu nd'R' ':by�lie`D:epart- :T1e.De artrrie reserves . e_n• . t to',exe`rcise:;al,.a'di lable:authori, to math sus end or revo tYy�- p ke flus:perinitr The , : . . - �':, f sus`>ensionor��revo'catoii-- - _ .,. include Jn - - m t nahyalse or inaccurate statements:an.the`:`,;ermit;a., lication or.su 'ortiri ` ;r 1? pP PP. .,papers; failurebshe' ernittee:t` ' ..- P ._ with:ar" erms.'or•condi -� s. , p X. �y: tions of the:perm't. exceediri''`t''e aco' e o $ . the R ro'ect g.. bed i'n the - Y....•:P.:. P, J rinxt�a: ,lication as descri -.;, .,..:(:`•,:?lid;;:'•:-r, :Y ,:: , y.;al. ..I rV;.-•:_'"�:.?,... :�; _. newly;discovered material information or,,a'_material.ehan e m-environmental conditions'. : - g .,..., _:.. _. technology or applicable law or regulations since the issuance.:of the existing permit y . :.:'. .:- noncomplance with'previousl issued'permt,conditions;:orders;of the;commissioner an' provisions of the Environmental,Conservation Law or'regulatiOns of'the Department,related 4-6 ;permitted.:activity:' . 6; -0n °7x ansfe'r Permi are transferrable miles `" :, s specifical ly.prohibited.by statute;.regulafpn�or , another,perarrut,condition. Applications.for permit transfer should be submitted:prior to,actual:transfer,of ownershX ` • _ _ Page 5 of 6 - -..•- �- - �� • •a 1.11J1\1:AL"t."\Jl\uL•1\v Ilk 11V1I LTi l t `DEC ID,1-47.8-04598 _NOTIFICATION OF'OTHER._PERIVIITTEE=.OBLIGATIONS : „ Item A 'Perms fee Accepts Legal Responsibil; ~and A 'g=ees to:indehinihi „. tJ'• g _ .. . .,., cation. , • . ., . The pernuttee, excepting"state or federal agencies, expressly agrees`to'indemnify and Bold harmhess the Department of 1lnvixonmen, al'Conservatioii of,the';!:tate',of 1vew.York .its re'resentativesn lo, ee P; . . ., ci_.. .p..-Y,.,..s, and agents:("DEC")for'all claims; suits, actions,and damages,to the extent attributable to•tfie, . pernuitees.acts;or ornissions1h"connection with the;ponittee.:s undertaking of;activities.in.connection with,3or operation and mamtenarice of,the facilXty or facilities authorized by the.permit whetlier'.in compliance or riot m compliance with the aerms.:and.conditions:of the pen 'This:indemriifieation.49 s P.. . not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own 2negliysi gent or. ".'intentional acts or OMISsions, or to any g11=s;suits,..0f dct oris namiii the.DEC.and arisin .'under Artiche'78:of theNew`York Civil Practice Laws:and.Rules or an .-citizen suit or civ'l:ri ht _. d al:or e. ,. ' ::,: ':: t la'w :: .., .. to s., ,. ,r-;.. ..-.,:'.:' Y: - :: to `�: •o C tees� •t-= '••,;�;I m.-^ ,.- Per-mit :Co'tractors-Yo • w _ mply<w � erm .The:pernuttee-rs-responsible.:for mfomliri'`its Inde�"`endent: orittactors em lo. ees a Brits-ars .' g: .,.P.. , P Y.. . ., g :.d.assigns of . , - thetr`responsibihty to comply with thi9permit, including all spewial conditions while acting-as the perm p p p, ' g . :.:... ubject to the same ,.p; ,,��ttee s.a ent with"res ect to the ermined acf_ivities and such ersonsshall-be s sai ct oris for violations:of the EhVironmental.Conseryahon:Law as those:prescribed.for the perms Y. ... ., ItemQ' T rm tW0,, es .onsible for Obfainiri `,O'th % er The;perminee,,is,responsible for obtauurig:ari' other''," eririifs..a royals lands :easements aril ri wits FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 27, 2019 TO: Bruce Anderson(Osdoby) PO Box 2003 Bridgehampton, NY 11932 Please take notice that your application dated March 21, 2019: For permit to reconstruct a deck to an existing single-family dwelling at: Location of property: 605 Bay Shore Road, Greenport, NY County Tax Map No. 1000— Section 53 Block 3 Lot 8 Is returned herewith and disapproved on the following grounds: The proposed construction to this existing single-family dwelling on a non-conforming 20,480.2 square foot lot (17,727.2 sq. ft. buildable land) in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring 20,000-39,999 square feet in total size require a minimum side yard setback of 15 feet. The construction has a minimum side yard setback of 12.5 feet. Authorized gn Note to Applicant: Any change or deviation'to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 27, 2019 RENEWED: June 11, 2019 TO: Bruce Anderson(Osdoby) PO Box 2003 Bridgehampton,NY 11932 Please take notice that your application dated March 21, 2019: For permit to reconstruct a deck to an existing single-family dwelling at: Location of property: 605 Bay Shore Road, Greenport, NY County Tax Map No. 1000— Section 53 Block 3 Lot 8 Is returned herewith and disapproved on the following grounds: The proposed construction to this existing single-family dwelling, on a non-conforming 20,480.2 square foot lot (17,727.2 sq. ft. buildable land) in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring 20,000-39,999 square feet in total size require a minimum side yard setback of 15 feet. The construction has a minimum side yard setback of 12.5 feet. Authorized SVn'n e Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. ~` J liy SoutHold Town Hal] `.BOARD 1V1E1VIBERS` _ Q_ U' Leslie: anes Weisman,Chai erson ;' 53095 Main Road e PO.::Box 1179 -.. , ... ,.. :.:,.:.:. Southold,'NY.I.IP71. 959:. . Patricia Acampora ... .r cn Office.Locafionr ., - anfes` -G�. Q Aniiek/First Floor; - _ 'O Town _ . . Robb- L:ehnert:Jr: 54375 Main Road(at Youngs Avenge) ' N�cfiolas Planamento Q(f :. hold;'NY.;1:1'971:.:' ,. u : a;'' :A tithoid� owrin ' ,y.g IEi'1/ : ZO1vING,:BO 'RD=.OF APPSALS � 1(v:r} 1+�1 TOWN';OF>SOUTHOLD 9' ,. :. ... ,, . :': . .. Tela, 631 `765'-.,.:•.: �,:�; ( )., .1809 .Faa�.,(631+)765.90'64 ,j"2: , E1ND;INGS :D I;IBt ATIONS.°AND DETERMINA. ..:: :::` .r- .;.:::; :Clerk - 1VIEEFTING OF„N.OVEMBP.ER-21, 2019` '"F�TLE -:,�:7331. :, NAME.OF;APPLICANT..: Steven an :Jacr:-Osdtoli'` . ..,,. _.-.:-ter...., F. -..":'.- .,. ,._�: .:_<_ _ .: .:.-.:,•�-.::. : , . ;- .-_':._..;h�:.:.'; - PROPERTI'LOCATION 6,05:Bay Shore Road;.Greenport,NY SCTM No; 1004=53'.3,=8 .t. , SARA DETERI'4"N"AT .The �oriiri Board'0 A peals has visited the ro a under bonsideratio�i MA is, ..,, 7-7 :,,•,,, a 'hcatxon.an deter"”"" :that this review,falls.undei the T' re_II cafe o o p .P d 's List of A wi ut P.P.- ti _:......,, M. :.: s�. SUFFOLK.C,OUNTY ADMINISTRATIVE CODE:,.This application was referred as required.under ahe Suffolk Courityw•Adiziinistrative:Code Sectio is A--i_4,441o 23, and the Suffolk County.Departure it of Plariniiig'issued-its reply dated July 2, 20.,19 stating that this application is,considered a matter for local determination as there appears ..: ''.to,be no`sigriifi'cant county-wide orfintenc-61=ur ity unpaet: P . LWRP°DETERMINATIO'N:, This,a ;:.licatiori;wag.referred.for.rev'iew.under Cha ter 26;8 Waterfrorit:fConsstericy ., review of'tii ,Town .of Southold'Town Code and the.Local .Waterfront Revitalization Program (LWRP) Policy . Standards;:`:The LWRI?..Coordinator issued. a.recommendation dated November 4, 2019: Based upcin.. the: hnformation provided 64 the LWRP Consistency Assessment Form. as well as the records available; .it is. ;recommendedahat the<propgsed action is EXEMPT:from LWRP Review: PROP ERTY..FACTS/DESCRIPTION:' The.subject "property is: a• non,-.conforming_ 20,480:20.'-sq. ft. "parcel, 17,727.20 sq. ft. of whi"cfi is >auildable since 7.44% is. m a:wetland, located in the R-40 Zoning Distract.• -The northerly property hne fronting Pipes Creek measures::95 Oa.feet,along:the shore line, the westerly property.line .:• measures.205 00 feet, the southerly property line, fronting Bayshore Road measures 100.00 feet and.-tlie easterly property ame measures 21:8.00 feet. The,parcel,.is improved with a,two-story frame sing]'e family dwelling with an atCacheclw,.o`od,deck;;as.sliown.on the survey prepared by.Francis C. Watson,L.S. last revised January,4,,.20,19,. BASIS :OF.APPLICATION: Request for a Variance from Article XMII, Section 280-.124 and the .Building Inspector's-June,11; 2:0.9 ,Notice. of Disapproval based on an application for a permit to reconstruct a deck 6.attached .to. an existing single family dwelling; ,at, 1) 'less than the .code required side yard setback of 15 feet; located at 605--Bay Shore.Road;-(A'j'. to Pipes Creek)'Gre'einport,NY.SCTM No. 1000-53-3=8. RELIEF REOUESTED: The applicant requests a variance to replace an existing wood deck and construct a new wood °deck attached;to the,rear of the single-family dwelling, maintaining the same nonconforming,side yard setback.of 12:5'feet where a minimum of 15 feet is required according to Town Code. a .Page 2;Novembei 21,.2019 #73 1 09do6y: -SC MM : 100,0-53=3-8 . : . AIDDITIOIVAL.INFORMATION: The applicant.is also_.proposmg.an in-ground swimming pool in`the rear yard that will be conforming to'the Town Code;but will require-Southold Town Board of Trustees approval..... FINDINGS OF FACT/REASONS.FOR BOARD ACTION:. The Zonin"Board of;Appeals; y Yage 3,NoVember21,2019 0111,OSO'y `SCTM No:.1000-53-3-8 SUBJECT TO TBETOLL'OW1NG CONDIVONSr 1,: ' Tlie-deck shall remain open to the Thatahe above.conditiorrs be written into the Buildinganvpector's:Cert fcate of Occupgneywh ,. en. ssued... Any deviation from the survey, site plan and/or architectural drawings,cited inthis decision will result in'del .ays- . and/ora possible denidl Mi the Building Department of a building p"ermit,.and inay require a new application and public hearing before.the,Zoning Board of App(als:', Any deviation f orri thevariances).granted herein as shown on the architectural drawings, site.plan and/or.survey, cited above, such as alterations,. extensions, or demohttons,. are not. authorized under this application :when . -inyolving nonconformities under the zontng,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 addressetod this action In the event.that an approval is.granted sirbje.`ct.to con"ditrons, tlie`approval shall not be.deened.effective until the required conditions haue.been mel; and allure to..cortiply therewith will render this approval:null and void >*... he Board reserves the.right to substitute a simi lar desi `: ihat:fs.de mmimis'iri nature or,an alteration that does 5 .. riot increase;the de ee o noncore ormi ; ....,. p (B) of the Code of the T6Wn of Southold any variance granted by.the . Pursuant to.'Cha ter 280-146 Board of Appeals shall become.null and void where.a Certificate of Occupancy.has not been procured',:an-d or a.subdivision map has not been..filed:with the.Suffolk County Clerk,within,three (3)years from the.date.such variance was.granted The Board of.App.eals may,upon written request prior to the date of expiration, grant au extension,not to:exceed three.(3) consecutive one .-. (1)Year terms Vote of the Board: Ayes: Members Weisman(Chairperson),:Darites Acampora,Planamerito and Lehnert.(5-0) Lest alA` is; :' hairperson ' Approved for filing l/ 1 /2019 BOARD MEMBERS so y0 Southold Town Hall Leslie Kanes Weisman,Chairperson ,`O l0 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �� Town Annex/First Floor, Robert Lehnert,Jr. O! 54375 Main Road(at Youngs Avenue) Nicholas Planamento ycoUNT`1,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD' Tel.(631)765-1809•Fax(631)765-9064 =' JAN 2 9 2020 January 29, 2020 Bruce Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton,NY 11932 Re: De Minimus Request=.=.en ecl, ile 47331 O.s_deby, 605 Bay Shore Road, Greenport SCTM No. 1000-53-3-8 Dear Mr. Anderson; I am in receipt of your correspondence dated January 13,2020, requesting a de minimus approval regarding the construction of a deck attached to a single family residence upon the above referenced property. In your letter,you have requested that the condition, "that the deck remain open to the sky"be rescinded in the variance approval,#7331, dated November 21, 2019. This request is not de minimus, but rather a request to amend the Board's decision by lifting a condition of approval for variance relief. I reviewed your letter and the Zoning Board of Appeals determinations No. 7331 as well as the hearing transcript of November 7, 2020. In.the hearing testimony, it was understood that the proposed deck would be in the same form as the old deck, and that the applicant wished to maintain the functionality of the deck and keep the status quo. It is the Building Department's assessment that the construction of a porch would also require a building permit, and that therefore, a Notice of Disapproval would issue if the structure did not meet required setbacks. Should your client wish to pursue replacing the deck with an enclosed porch, at a future date,you will need additional variance relief with a new application and a public hearing. Please contact our office for any additional questions or concerns. Zlie ly, KaAsWetismaf),� Chairperson 6ac-qi.e..fel&Vei�Y'l Buil ngll]e,pa,m=eritu�, Suffolk Environmental Consulting, Inc. Newman Village • Suite E • 2310 Main Street PO Box 2003 • Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S., President January 13, 2020 Southold Town Zoning Board of Appeals `R'EjCEIVED P. 0. Box 2003 Southold, NY 11932 JAN 13 2020 Re. Osdoby(ZBA Decision #7331) Zoning Board Of Appeals Situate: 605 Bay Shore Road, Greenport SCTM # 1000-53-3-8 Dear Members of the Board, On November 26, 2019,Steven and Jaci Osdoby obtained a zoning variance authorizing the replacement of an attached deck.The decision contains a condition that the deck shall remain open to the sky.The imposition of the condition took the property owners by surprise as no discussion relating to the restriction took place during the hearing. Having now resided on the property during the warmer months of the year,the property owners have experienced an overabundance of mosquitoes. This has severely restricted their ability to enjoy the deck and the outside.They would also like their new baby grandchildren to be able to enjoy the outside without fear of a mosquito attack. Please note that the property is adjacent to a tidal marsh and the back of the house and deck face northeast placing it in the lee of the prevailing winds out of the southwest. Therefore,the property owner has considered erecting a screen porch on top of a portion of the deck to address the mosquito infestation. Request is hereby made for a de minimis amendment of the decision removing the condition that the deck shall remain open to the sky as to allow for the eventual construction of the screen porch on top of a portion of the approved deck.The footprint as approved by your Board would remain unchanged. Thank you for your understanding and consideration of this de minimis request. ours tr ly, Bruce A.Anderson Cc. S. Osdoby BOARD MEMBERS � Town Hall Annex Leslie Kanes Weisman,Chairperson �� r4, 53095 Route 25,Main Road Patricia Acampora ® P.O. Box 1179 Eric Dantes Southold,NY 11971 Robert Lehnert,Jr. .?�, ® �p Telephone(63 1)765-1809 Nicholas Planamento �� i Ir http://southoldtownny.gov ZONING BOARD OF APPEALS - N 0 V TOWN OF SOUTHOLD EXTENSION DETERMINATION One Year Extension Regular Meeting of November 3, 2022 ZBA FILE: 7331 NAME OF APPLICANT: Steven and Jaci Osdoby PROPERTY LOCATION: 605 Bay Shore Road, Greenport,NY SCTM No. 1000-53-3-8 BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's June 11, 2019,Notice of Disapproval based on an application for a permit to reconstruct a deck attached to an existing single family dwelling; at, 1) less than the code required side yard setback of 15 feet; located at 605 Bay Shore Road, (Adj.to Pipes Creek) Greenport,NY. SCTM No. 1000-53-3-8. RELIEF REQUESTED: The applicant requests a variance to replace an existing wood deck and construct a new wood deck attached to the rear of the single-family dwelling,maintaining the same nonconforming side yard setback of 12.5 feet where a minimum of 15 feet is required according to Town Code. DATE OF PUBLIC HEARING:November 7, 2019 This request for a variance was originally Granted on November 21, 2019 with a condition that the deck shall remain open to the sky. By letter dated November 3,2022,the applicant's representative,Bruce Anderson,requested a one- year extension of the Variance Relief. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson) seconded by Member Lehnert,and duly carried,to GRANT, the applicant's request that the above cited determination be extended for a one-year period beginning November 21, 2022, and to expire on November 21, 2023 as per Chapter 280-146 of the Code of the Town of Southold. Vote of the Board: Ayes: Members Acampora, Dantes,Lehnert, Planamento, Lehnert, Chairperson Weisman. This Resolution was duly adopted(5-0). t: J L'esl Kanes Weisman Approved for filing�/ /C)4—/2022 r Suff®Rk Environmental Consulting, Inc. Newman Village m Suite E ® 2310 Main Street PO Box 2003 - Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President November 3, 2022 Leslie Kanes Weisman, Chairperson Southold Zoning Board of Appeals Southold Town Building Department P. 0. Box 1179 Southold, NY 11932 Re. Osdoby Situate: 605 Bayshore Road, Greenport SCTM # 1000-53-3-8 Decisiona#7331 Dear Ms.Weisman and Members of the Board, Request is hereby made to extend the above referenced zoning decision for an additional year. The new expiration date would be November 26, 2023. Although the applicants have substantially completed construction of all authorized building activities, they are in the process of closing out the in-force Building Permits and obtaining the Certificate of Occupancy/Compliance. Sincerely, a Bruce A. Anderson Cc. S. Osdoby 1W Scott A. Russell WWATIEK cit - SUPERVISOR 7—, I M I A NA�,G I E N I I E SIF SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CRAFTER 236 - STOR-NDVATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF ._.TH_W FOLLOWING: Yes Na (CHECK ALL THAT APPLY) 09A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E30 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. EIK C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of, horizontal distance. F] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. D R E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of-any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. ---------- If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. :41 If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. AN"LICAN'T. (Property Owner,Design Professional CAg-,)Pontiactor,Other) S.C.T.1A. 1000 Date. District NAME: _f�:,V-QL12, IV, AILV�LW W^-, A-• Section Block Lot /W-0— r_1 FOR BUILDIING DEPARTNIE'NI- USE ONLY Contact Informal on: G'L I s-3? — Reviewed By: Property Address Location of Construction Work: — — — — Date: Approved for processing Building Permit. Stormwater Management Control Plan Not Required Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM ' SMCP TOS MAY 2014 I j APPLICANT: S.C,T.M. : 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor.Other) —�-- pS11e?Q,i. s3 m s d Stormwater Management Control Plan CHECK LIST NAME: uu2 . �ue�rJS-�L�� Section Block for x s M C P -Plan Requirements: Provide ONE copy of.the Building-Permit Application. Vkw V,an Q G31-53? Date: The applicant must provide a Complete Explanation and/o Reason for not providing s/�&O lQ (z zv °� all Information that has been Required by the following Ched list! I I. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: NO NA If you need additional room for explanations, Please �rovide additional Paper. a. Location & Description of Property Boundaries b, Total Site Acreage, � �CI c. Existing - Natural & Man Made Features,within 500 L.F. of the Site Boundary as required by§236-17(C)L). d. Test Hole Data Indicating Soil Characteristics'8 Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance, ��'UQ i _ f. Existing & Proposed Contours of the Site (Minimum 7Intervals) g. ,Location of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements&utilities. — h. Spot Grades & Finish Floor Elevations for all existing& 0� proposed structures. 1. Location of proposed Swimming.Pool and discharge ring. r J. Location of Proposed Soi]Stockpile Area(s). 0i�(—✓jj -e-ye- ,r-k-e—A 'o , 1s 1„� �,•�0,,{9` k. Location of proposed Construction Entrance/Staging Area(s). -10� ��2-� 1t-ie: �,v u� I I. Location of proposed concrete washout area(s). I� nl. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(M inch rainfall/storm event. J. Details 8 Sectional Drawings for stormwater practices'are required for approval. Items requiring details shall include but not be limited to: a. Erosion &SediRlenL Controls. b. Construction Entrance &Site Access. iS AK ol,.�.N.� c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc.) Ft)1(_ 1;NGINEERJNG DEPARTMCNT USE ONLY"Y"` 1 l Additional Information is Required. i Reviewed & I El Approved By: Stormwater Management Control Plan is Not Complete. Stormwater Management Control Plan is Complete. t>t Date: ! SMCP has been approved by the Engineering Department. } r� FORM 11 SWCP Check List-TOS MAY 2014 Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street,P.O.Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President HAND DELIVERED March 20, 2019 Michael Verity, Chief Building Inspector Town of Southold P. 0. Box 1179 Southold, NY 11971 Re: OSDOBY 605 Bay Shore Road —Greenport SUM 1000-53-3-8 Dear Mr.Verity, Request is hereby made for a Notice of Disapproval pursuant to §280-124 of the Town Code. The owners of the premises seek a variance authorizing the reconstruction of an attached deck at less than the required 15-feet from the side lot line.Attached herewith please find the following: • Application for Building Permit; • Surveys prepared by F. C. Watson, L.S. last dated January 4, 2019; and • Check made payable to the Town of Southold in the amount of$50. Kindly prepare requested updated Notice of Disapproval at your earliest opportunity.Thank you in advance for your anticipated cooperation. Yours truly, t Bruce Anderson cc: S. Osdoby Suffolk Environmental Consulting, Inc. Newman Village © Suite E o 2310 Main Street PO Box 2003 m Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President October 29, 2020 Michael Verity, Chief Southold Town Building Department P. 0. Box 1179 v , � Southold, NY 11932 `J Re. Osdoby N,''1 - 4 2020 Situate: 605 Bayshore Road, Greenport SCTM # 1000-53-3-8 -q-�: 1 Y �,FT, ;rFQED Dear Mr.Verity, Request is hereby made for a Building Permit authorizing the construction of a deck(replacing the existing), pool,generator, and outdoor shower. Enclosed herewith please find the following: • Application for Building Permit; • Application for Certificate of Occupancy; • Consent to Inspection; • Certificate of Occupancy Z 7168 dated August 9, 1976 with accompanying survey; • Certificate of Occupancy#40103 dated December 18, 2018; • Certificate of Occupancy#40153 dated January 8, 2019; • Certificate of Electrical Compliance dated June 18, 2018; • Survey prepared by F. C.Watson Land Surveyor, PC revised January 4, 2019 • Building Plans prepared by Joseph Fischetti dated February 16, 2018 (4 sets); • Manufacturer's specifications, Generac,for residential standby generator; • Pool Plan prepared by Arthur Edwards; • Suffolk County Department of Labor, Licensing and Consumer Affairs Home improvement Contractor License (Arthur Edwards); • Chapter 236-Stormwater Management Worksheet and Checklist(original+copy); r � 2 • Stormwater Management Plan prepared by Joseph Fischetti, P. E. dated September 25, 2019 (2 sets); • Southold Zoning Board of Appeals Decision#7331 filed November 26, 2019; • Southold Town Trustees Wetland Permit#9682 dated August 19, 2020; and • New York State Department of Environmental Conservation Tidal Wetlands Permit#1-4738- 04598/00001 dated March 22, 2019. By way of this correspondence, I request you commence review of this building permit application. Please feel free to contact me should you have any questions or require additional materials. 4ours truly Bruce A.Anderson Cc. S. Osdoby Suffolk Environmental Consulting, Inc. Newman Village ® Suite E ® 2310 Main Street PO Box 2003 ® Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President April 27, 2022 Michael Verity, Chief Southold Town Building Department P. 0. Box 1179 Southold, NY 11932 Re. Osdoby Situate: 605 Bayshore Road, Greenport SCTM# 1000-53-3-8 Building Permits:#45457,#45458,#45459 Dear Mr.Verity, Request is hereby made to extend the above referenced building permi0or an additional six months all set to expire on May 20, 2022. 1 understand that the Building Permit would then expire on November 18, 2022. Sincerely, Bruce A. Anderson Cc. S. Osdoby i m r m n gu _ m r �S r m n Z, UTILITY w w POLE a � w ° I218 - 0001 _ _ _ —0 E _ _ wS10 _ 0ui c'D ,, _ _ - - SILT FENCE / �p�o / \ �1• 71.0p�� 8'diaXS'deep I r Lu o DRYWELL n u�„ o Q "' 8'diaX4'deep \\ I ` O_ �4�� \ \ O O B I DRYWELL I • \ /1� \ \ i in cf ri 00 0CL O S IO I("'�'I ,p' O 1, N St o \ j 14.0 28.0' 40.1' - n 0 / \ , w c ) P o Q- o. o 00 �,��- 11 '00. o � g. c h o i o W \ o° I �° � I o M Q \ N 0 j: I c-iN F �/ rrl Ln n 1 ' O �- o I 6 I o PROPOSED G ASPHALTYTO DRIVEWAY a O \ I s '00. ' O N rn �� REPLACED WITH CRUSHED STONE o. -� WOOD � O O \ 1 1 °o. I o_ DECK / `D o p"1 ° m O 9 Q I O �� 6 \ \ 00• 4.1' 00. cp HOLE PROPOSED CPO \ O srnIs �+ Ln 6 VO m r m l_ O �^o Vol16X3o 2 STY HOUSE SAN o0 INGROUND LP GARAGE FF EL11.9 POOL _`a .90 ' 0 p SEFFEL 13 CELLAR FF EL 6.2 SAN LP O STOOP m o rn CL o o C 2.0' � o '0 0. LL- PIPES SAN 00'- LPO 0 ,n Q 0. ` ON 00 _ TEST CREEK F7 6 50 00� j0'-�5O.00'— \ O \� \ ^. I 6 , \ O � WOOD PLANTER mQ 5.0 . OOO. c7 i O. � o\ \ O p 1100,-- \\ .00�'F\C' - \ � \ s0 'o •oo• co 0. Q- 8'dia X 4'deep BURIED POOLGANK p o RELOCATE o 9.8' N ` ° BACKWASH DRYWELL0 0 J,° SHED OUTDOOR p 00' SHOWER r Q , Q. �O. ,�oo — — — = — — oo_ ` 5.00 1J WATER 1 0\ \ _ o_ °o. _ - - _ SILT FENC� o _ - - - - - - —/000 F�Fc o0- METER m O, - / WOOD PLANTER \ \ \ W uo \ \ \90 t7 0 FCC j W � 7W \ 00' Q W w i� N 07 °06 ' 00 " W 205 . 000 ' � zLn o VJ c L z � O00 W w W Q T \ ` UTILITY VNI SITE PLAN ° POLE � Q X J � SCALE: 1"= 10'-0" EL 6.5 OSDOBY DRAINAGE CALCULATIONS r z L� O / � m 1' °` ci — � U- - - RRDWRSRT J 0 GRADE _ _ _ 2.5' ■L HOUSE co (n a. 0 � MIN., .I2' 'I � SRO"SMD 58'x 28'= 1624 sf � m W U) LJ.. I 'o . 0•a .SD's .`Om . 0•a . dn . 0•e . D• •o m ood 4 1624sf X2"x1=271cf v, i°o.•o 8° - - - Y O _ _-_-✓- HEICsHT OF eRowm ER+EmoDARSEw+D 47 .... Sw O i ®®0393®®® ---- Ft TER FaBRc `-i Use(2) -foot dia. drywells 4 foot deep EL 0.7 - - - 5.8 °° MIN_ WRERINSRO"RNEMMAR%SMD ' ®®03930® �.;, oRRau�c.nE Drrl emoc — — — — — — — S`" N :k AS Rom 6R • DRIVEWAY AND WALKLn 0303®®® ,i,, II, r . r- ' � •��• — 1200 sf R�o R 13' � MG AS ° ` <sy 0303® , 1200x2 x1=271cf ra,. ' 0303® PERSPEQNEVIEW TEST HOLE DATA m McDONALD GEOSCIENCE Use(1) drywell 8-foot dia. 5 feet deep a °°, nE�wwio■ 4' � 9/11/2019 ,..e g 36" MINIMUM 2X2 DRAWN BY. JF - - - - - - - - - - - - - - - WOVEN WIREFENC FENCE POST IL 4 (GROUND WATER) (6X6 - 10/10 WWF) FILTER CLOT 20" IL I m 9/25/2019 „ MIN. n � I SCALE: SEE PLAN EMBED FILTER GLOTH–� 16r ■rK w MIN_ 6" INTO C-4ROUND 41 MIN, NOTE MAXIMUM DRAINAGE AREA INFORMATION FOR THIS SITE PLAN SHEET N O. 1/2 ACRE / 100 LINEAR FEET TAKIEN FROM SURVEY BY: SECTION DETAIL F.C.WATSON, LAND SURVEYOR DATED:JAN.4, 2019 LEACHING POOL SECTION. SILT FENCE DETAILS- N.T,S, N.T,S, o I GRAPHIC SCALE EE� 20 0 10 20 40 C 0` P .� PE � 95� \ , N ( IN FEET ) S0� 1 inch = 20 ft. 'NOE Tidal Wetland SEPBoundary as 2 determined by Suffolk Environmental Consulting; Inc. on Z July 1,1, 2016 Q 3 G 4 FE. - FL,qG GATE 7 CONC. MON.. FND. FE, ONLINE 0.6' E 4' METAL FENCE 37.7' TO CNR. 24.4' S .CONC. MON. FND. ONLINE 25.9TO CNR. I � { O I D O , �/ o I o jge] FpP�O 10. m.: O k 11 L0 100- o: m M cv . 0 . ; 5 0 W m D J O WBtlond" .O 7`5 NI Seib f - 5.0' � --/'77 0' 'MIN. M, 2i7 P OPOSED 23. ' 6' IOD INGR LIND POOL POOL ` M �/' I ...... m Z 5 I O '' (\\ { ff{ 2760' 5' Min: o O _ RAM UP POSED 4.\\ j ECK WOOD O DECK E, XV W m --/'� 55.5 -- ---- -- N - - ------—"'--- -- Lot Coverage Data: z a / I 00 o�HDE P Lot Area = 20,480.2 Sa Ft o v TWOSELV. 13.9 TORY FRAME fi Wetland Area = 2,7'53.0 Sq. Ft. O O° F #605 ro aD 7.44% Wetland c 'z I ° GAR. FLR. ELV. 11.9 0 Upland Area = 17-727.2 Sq Ft Qm A FLR. ELV. 6.2 House Area = 1532.6 O A" -a CELL Shed Area = 79.3 Sq. Ft. �a A Driveway/Walk Area = 1179.7 Sq'. Ft. O nA 19.T Deck Area = 319.1 Sq. Ft. o Current Coverage = 1755 z -2� s Asphalt Driveway to be Proposed Pool Area = 576.0 Sq. ft. FE., removed and replaeeb With Proposed Deck Area = 392.8 Sq. ft. 0.3' E crushed Stone (pervious),. BLOCK CURB STONE WALK Proposed Walk Area = 104 Sq. Ft. Pool- Equip. Area: 18.0 sq ft O Generator Area: 14.3 sq ft SEPTIC Shower Area: 32.0 sq ft �— TANK LOT 6 Proposed Coverage — 15,51% LOT 3 � LOT 5 V SAN LOT 4 o °s N/F o_� x o — . N/F . PRICESAN.SA" SICURAN:ZA LP c f V LID Am 11 CONI. MON. 562.43' TO KERWIN BLVD. ND.* `54'.00"W 100.00ft FND. S79 0.WATER OH.W. METER OH W UTILITY POLE HW UTILITY POLE EDGE OF PAVEMENT B AYSHORE ROAD 1' (50' WIDE) (ASP. PAVED) 11 EDGE OF PAVEME Francis C. Watson Licensed Land Surveyor A COPY .OF THIS DOCUMENT NOT BEARING THE SURVEY OF EXISTING CONDITIONS AT LOTS 4 & 5 LAND SURVEYORS EMBOSSED SEAL AND MAP OF ..PECONIC .BAY ESTATES — AMENDED MAP A �� SIGNATURE SHALL NOT BE CONSIDERED .A:TRUE FILED May 19, 1933 AS MAP No. 1124 C. AND VALID,•ORIGINAL•;COPY LIBER 11882 PAGE 0914 SCTM 1,000-53-03-08 w ® F.C. Watson Land Surveyor P.C. SITUATED AT cooQ� O 21 Grove Place GREENPO.RT Babylon, N.Y. 11702 TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK 631 328-3422h COMMONLY KNOWN AS P 605 Bayshore Rd. 631 67.7-3202 fax Greenport, NY fcwatson©verizon.net Applicant;. c = O UNAUTHORIZED ALTERATION OR'ADDITION TO THIS SURVEY IS A VIOLATION OF.SECTION STEVEN OSDOBY AND JACI OSDOBY /A® 060.7. 86 7209-2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY NOT BEARING Proposed, Pool, Equip., Generator, Shower and Leaching- Pool shown �D- /�nn�� THE LAND SURVEYORS EMBOSSED,SEAL SHALL-NOT BE CONSIDERED TO BE A.•VAUD TRUE in ,BLUE. COPY. GUARANTEES AND ON HIS,BEHALF.TO THE TITIZ .4AIIV® COMPANY. GOVERNMENT PERSON FOR OAGENCY SURVEYC AND IS RLENDNATIONS IG'INSTITUTION. GUARANTEES_ AND HEREON SHALL RUN,ONLY,TO THE CERTIFICATIONS ARE.NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. LOCATIONS AND:DIMENSIONS SHOWN HEREON ARE FOR INFORMATIONAL PURPOSES N.Y.S. License ONLY AND ARE.NOT TO BE USED TO LOCATE ANY NEW CONSTRUCTION ( FENCES, SHEDS, AVD 1988 Surveyed May 25, 2016 NO. 050786 ADDITIONS, POOLS, ETC...).-THIS SURVEYOR WALL NOT BE HELD RESPONSIBLE FOR ANY_ SCALE 1" = 20 y y c Ns DN LOCATED a THIS METHOD. Southold Zone R-40 .. Revised January '4, 2019 GRAPHIC SCALE REE 20 0 10 20 40 0 PAPE � g5 ( IN FEET ) S\AO� 0 i 1 inch = 20 ft. c' �F. Tidal Wetland �PN Boundary as t� 2 determined by Suffolk Environmental Consulting Inc. on rL July 11, 2016 0 3 A FAGS � �CAG6 F G 4 FE. 0.F�q0 F�qG G 3 GATE ((� 31.31. W 4' S 1 CONC. MON. FND. FE, FENCE ONLINE 0.6' E 4' METAL 37.7' TO CNR. 24.4' S CONC. MON. FND. ONLINE I 25.9' TO CNR. I 00 (JJ O � O 0 O a 0 Oe +� Z `- 0 O Ln O O I M N 0 In 5 0 (0- M I / m N D m 0 m A D 0 r Wetian� N O 75' SeSo 35.0' /6 -0' MIN s,� IO p OPOSED 23. ' mn ro 1 OD It�.GR UND POOL POOL FE. _- 0.5' E m O I m 2 5 I 'b Ai I ?G� f 212.5' Min. p 7.0' 0 \ I POSED .p - - a - -- - - - - - OCRAM UP ECK DECK O ^E•. f1' m �� / .5 W . 55.5 Iv Lot Coverage Data: OX4'DP o / OO HIyG L✓ DD 0 Lot Area = 20.480.2 Sq. Ft. O ° // I f TWO STORY FRAME tj Wetland Area = 2,753.0 Sq. Ft. 1" o F ELV.513.9 m 7.44%• Wetland z Upland Area = 17.727.2 Sq Ft. GAR.LFLR. ELV. 11.9 o J House Area = 1532.6 O o� z CELLA�C FLR. ELV. 6.2 Shed Area = 79.3 Sq. Ft. l' j° I Driveway/Walk Area = 1179.7 Sq. Ft. O N 19.7' Deck Area = 319.1 Sq. Ft. Z 5.6' ° 2.s" 1 .1' Current Coverage = 17.55% 27 g8phalt Driveway to be Proposed Pool Area = 576.0 Sq. ft. FE, removed and replaced with Proposed Deck Area = 392.8 Sq. ft. 0.3' E BLOCK CURB crushed stone (pervicus)• Proposed Walk Area = 104 Sq. Ft. / STONE WALK Pool Equip. Area: 18.0 sq ft O Generator Area: 14.3 sq ft '� SEPTIC Shower Area: 32.0 sq ft TANK Proposed Coverage = 15.51% LOT 3 O LOT 5 LOT 6 SAN O LOT 4 LP m = � N/F N/F a11SICIJRANZA PRICE SLP SAN. C XI LP m CONC. 11 MON. C. C 1 00.00f l FND. 562.43' TO KERWIN BLVD. rain S79°5400W OWATER UTILITY OHW METER OHW POLE ' HW UTILITY POLE EDGE OF PAVEMENT BAYSHORE ROAD 11 (50' WIDE) (ASP. PAVED) 11 EDGE OF PAVEME W.9 Dept mpiY FjnW mfiewed dacomerits ZSA File ]Date: / / Francis C. Watson Licensed Land Surveyor A COPY OF THIS DOCUMENT NOT BEARING THE SURVEY OF EXISTING CONDITIONS AT LOTS 4 8c 5 LAND SURVEYORS EMBOSSED SEAL AND MAP OF PECONIC BAY ESTATES - AMENDED MAP A ®F ME SIGNATURE SHALL NOT BE CONSIDERED A TRUE FILED May 19, 1933 AS MAP No. 1124 AND VALID ORIGINAL COPY LIBER 11882 PAGE 0914 SCTM 1000-53-03-08 C. ��9Ts ® F.C. Watson Land Surveyor P.C. SITUATED AT 21 Grove Place GRETOWNS OF HOLD SUFFOLK COUNTY NEW YORK Babylon, N.Y. 11702 COMMONLY KNOWN AS 631 328-3422 ph 605 Bayshore Rd. 631 677-3202 fax Greenport, NY fcwatson©verizon.n et �® Applicant; STEVEN OSDOBY AND JACI OSDOBY �"�(��•//�� UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209-2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY NOT BEARING Proposequip., Generator, Shower and Leaching POOI shown Pool, E 1060766 OO. THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE® Irl BLUE.COPY. GUARANTEES AND CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE r� PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENT AGENCY AND LENDING INSTITUTION. GUARANTEES AND CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. LOCATIONS AND DIMENSIONS SHOWN HEREON ARE FOR INFORMATIONAL PURPOSES N.Y.S. License ONLY AND NAVD 1988 Surveyed May 25, 2016 ADDITINS.ARE NOT TO BE USED TO LOCATE ANY NEW CONSTRUCTION ( FENCES, SHEDS, No. 050786 CONS OUC ONOLOCET D BY TTHSSSMETHOD. WILL NOT BE HELD RESPONSIBLE FOR ANY SCALE 1" = 20' Southold Zone R-40 Revised January 4, 2019 PROFESSIONAL,ENGINEER 6!_3�� If.. II �� P.O BOX'616 SOUTHOLD, NY _. .. T01I OII (631)765-2954 7 --------- -- -------- ----- --- ------ --- -=-------- C2) 2X8 GIRDER _0C2) 2X8 GIRDER (2) 2X6 GIRDER . (2) 2X8 GIRDER 12"dia;:FOOTING f . cl p STAIRCASE i - �. STRINGER TO. - (2) 2X8 GIRDER (2) 2X8 GIRDER (2) 2X8 GIRDER (2) 2X8 GIRDER :' O di - — - = - Ing SITONPAVING ------� - - - - -•= - - - -_— _ — - - - - - - i 41-0" ... 12"dia, FOOTING ; , I I _ LEDGER BOARD TO BE FASTENDED Q TO BUILDINGS WITH TIMBERLOK ' • I X P4 Q O . O SELF-COUNTERSINKING SCREWS �, I :.SY OLYMPIC MANUFACTURING i ! Z" RISER (2 SCREWS '6 32" O C) ; W 717 21 w m _ HOUSE DECK , YOUT SCALE: 1/4" = 1'-0" -' "`t:V`'• fj EX, HOUSE RAILING CTYP) ' m DRAWN BY: : ... 2X6 DJ 12 OC 2/16/18 (2) 2X8 ACQ, :•, GIRDER SCALE:, SEE PLAN EX. HOUSE 0111_4x4 POST on SHEET NO: N .� a;•. a�.� � ' - ZOAMe Date: CROPS SECTION' f 12"d Ta v�': .. '� O SCALE:..1/4" = 11-011 — WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROFESSION L ENGINEER 4 MAX P.O. B X 616 "A SOUTH LD, NY 4'DIA MAXIMUM . .. .. - (631)7 5-2954. . 4'DIA MAXIMUM POST ... GIRDERMEADERs. .. � Z E .. r POST/COLUMN 21125 Ir 1 Z CONCRETE FOOTING .ti f DECK POST FTG.CONNECnON "' D mORCH 0.11 INILOCA"ONI USPNUMBER i DESCRIPTION APPUUTION 'TAIL - DOST-TO.f.I0.nER�uc_1nE0.fONNECTION 4X4 ST PAU440RWE44 POST/BEAM ANCHOR APPLYTO EACH FOOTING .. —POST PA a.OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING ' - USE MIN.(2J V2'DIA.GALV.BOLTS WfnH WASHERS AND N11T5 14/2 SPACE _ MINIMUM •. HANDRAILS .. I /1/ .. GIRDER � V FF..f�i..I(( POST ..' - GIRDER(HEADER O O BALUSTERS RIWDECKJOIST POST/COLUMN r .. .. CONCRETE PIER - Q W OPEN BAri15TFRATO WALTTACHED z ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH M F'OST-raDKK CONNECTION (/J OF THE STAIRS,HANDGRIP PO;MON OF ALLHANDRAIIf _ H�DE0.K.IRDFR-TO-POST CONNErnON SHALL NOT BE LESS THAN NOR MORE THAN 2'IN ILC-CATIONJ USPNUMBER 1 DESCRIPTION - APPUCAT10N CROSS SECTIONAL DIMENSION,ORTHE SHAPE SHALL USE MIN.(2)Vr DIA GALV.BOLTSWITH WASHERS AND NUTS (2J BEAMS PAU440R WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE C•IILDM&IEnER TO POST/o IMN ONNECTON (3)BEAMS PAUbb ORWEbb POST/BEAM ANCHOR APPLYTO EACH PIER FLASHING TUCKED UNDER ^0 TOP PIECE R SIDING AND Q 0 . LAPPED OVER FIRST CONDN. PIECE OF SIDING BELOW ' GIRDERMEAOER � � ItNOIm IRpc�SO1S .. 1.0 2-V2'DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON r!, CONNECTEDTO BLDG.@32-OC UNDISTURBED SOIL(ORGANICS REMOVED) LEVEL BASE STAIRTREAD • FIT CONSTRUCTION TUBE AND PLUMB POST/COLVMN BFLACETUDE O rVT"T RIM BOARD •� FILL AS PER MANUFACTURESINSTRUCTIONS I STRINGER ' FLOORFRAMING " - 2x JOISTS � (7 BLOCKING FOR - JOIST HANGER )ay�pn e '' Pc%T.TOl.IRDERMFADE0.CONNECTION '' LAG BOLTS y e ■V (Ifo Jay LOCATION USPNUMBER DESCRIPTION APPLICATTO RIM JOIST/BD. :• ' x9 SOUR COLUMN PBSg4/PBSE6a/.KC44 POST CAP ANCHOR APPLY TO EACH COLUMN a k COLUMN PBSbb/PBSEbb/KC66 POST UP ANCHOR APPLYTO EACH COLUMNY 46'UVE0.OF CRUSHED STONE O0.HOLLOWCOLUMN SRIPSON570.0.12 KC ANCHOR APPLY TO EACH COLUMN AVELVEL AND COMPACT BY HANDY PLASTIC BASE ON COMPACTED GRAVEL VEL BASE ®. •a -- �CONSTRUCTIONTUBEANDPWMS YACETUDELL AS PER MANUFACTURES INSTRUCTIONS WOODJOIST JOIST .. GIRDER/HEADER7 fO T SYFIEA FS FOOTING D e V \W N BY: JF s s� �� BK.f00T fYSTF:Af FOOTING FORMA IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODETHIS DESIGN ` WOOD JOIST COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIA.OFFERED IS GIRDER/FtFADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT - • PRESCRIBED IN THE CODE ' THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT FLUSH 2/1.6/18 3•V scan JOISTS WITH HE DERGIRDM "ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT _ ALL1015TS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITHER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. THE PROPER STEEL CONNECTOR SPUCFO'IOISTS OVER HFADEo/f_.IRnm IF ABLE,SET.FIR JOISTS APROX.I/4'HIGHER THAN LVL HEADERS - LOCATION USPNUMBER DESCRIPUON - APPUUTION TO ALLOW FOP.SHRINKAGE. .IST TOGIRDEBMEADER RTi. ANCMO CONtNECT TO EACH 101ST - - . SCALE:. SEE PLAN Old g peps copy from zea Final reviewed d ments HANDRAILNOTES: .. - DKK&PORCH NOTES: ryp/� q _ NAILING SCHEDULE ZDA File# AR regal d hardraBl dull be oI ane oithe Sollaxln8 MPer D.UNesS Wiewtse noted,all Gaming tercel to be/1 AGO Prastte eeahy Iumbe:. � - .. or pnavlded egp7veierd grupabmry. fastener;tavrgers and archon ro be gaNb,ittd or stamlea steel. JOINT DESCRIPTION NAIL NAR. NOTES ; QTY. SPACING Pate / 1).Type L HalNmns with,-1-1 1-114 Inch. .and shall have an 2).m on for deck)ins$h ll bolted or anchored to erste poo n ctor,ane washers and nut.: .. POUT OIL PER TOE MM ouWde'diemetn of at lean 7-V41nNo acrd trot greater WSdm on conoeM pier shall be anchored with P9po reel cannedors anchored � RLL TOP PLATE O0.GIRDER 4-Ed COMMO JOIST NAIL - tun 21n hes.if the undeallis trot cimlar It shall have a Lnto mnarete v th a minimum V2•die x T long andwn bolt with wachen and nuts. CUMATIC 6 GEOGRAPHIC DESIGN CRffMM BRIDGING EACH TOE' S■ Y.` T N O■ 2-Bd COMMO ped meter dimension of M it.4mcho and rot greater 3).Pods GROUN WIND SEISMIC FROST ICESI-0EID TO Jour END NAIL _ then&V4 h d AIh a modmun aoa wrbn of +uVpocti^g girdars shag be ardared to /29I21Q'Wdt atwete Soetlng.. SNOW SPEED DESIGN THERW LINE TERMITE DEUY DESIGN UNDERIAYM FLOOD dIrm don f 2-V4 hKh- Ute a mWmm„l/r dia x T Tong andron holt with wadren and wtc.FootLTgs Shen HA�RDS BLOCKING 2-Bd COMMO �� TOE 4 R below grade. - LOAD (MPH) UTEGORY DEPTH TEMP. REQUIRED TO JOIST END NAIL 2).T II.HmMmns with a pencreMr BLOCKING TO: EACH TOE Type greats tun&1/4 4).Deck Johns to have b:oddng et Ito o.c.. 20 PSP 130 6 SEVERE 3 FT. MODERATE SLIGHT TO IIl NONE SILL OR TOP PLATE 3-IBd COMMO BLOCK NAIL bWosell provide graspable finger lawn area on both TO HEAVY MODERATE ddo of the profile.Tu Mger rttm tu0 begin with a 5).A minimum of 10 Inch Rohing dNn be Uatalied between the Eoliding and INgo. LEDGERP 3-lEd COMMO OCT NAIL .. EACH di,tarce of 314 Inch meapmd vatfosBy fromthe tallest Lec'ger to beWaned to building with V2'tlLL bolhwiN waAert and scats 3-Bd COMMO portion of the profile and ache a depth of at lour SAS at ie of - JOIST ON LEDGER PER TOE hhW In7/B[.In below the widot Fortran vltu _ CODE:2015 IRC.2076 NYS I TO,BEAM Jour NAIL prohTe The required depth shalt continue for at lean 3/8 b).Ctu o u piers,ha!l be a minimum a above grade. UNIFORM SUPPLEMENT BAND JOIST PER END — 3-I(d COMMO bids ro e leoel o,et a not lea than 1.3/4IMns th bel-f Ne m: ..TO JOIST 101ST NAIL Wiwi parlors o/W pmRla The minimum width of the to BrIk fists ro be suppM d Win hangers aM whoa.Eed,Jdr sun also Ee andwred . undrail abosx the reo'ts duE be l-V4 bxhesroe -- to glldaGL - - ---- .BANDJOIST TO: 2-I6d COMMO PER TOENAIL maLLmmn of 2.3/4lad—Edge,dull have a rnia m e, � SILL ORTOP PLATE FOOT 2 rnd(us x/0.01 irchet. B)-Use dmpwn with AC and encllors wiM LMA hippie proteCSve oaaNng a equal o4 - for any contact with ACE. I I 1 GRAPHIC SCALE CR 20 a 10 20 40 1 P E S 0- P sN0��,E 0 ( IN FEET ) G 1 inch = 20 ft. � Tidal Wetland r1� Boundary as SEP 1 2— determined by .Suffolk Environmental Consulting Inc. on July 11, 2016 'q G 3 qG � 4 FE. 0.4' W F/-A FLgG G 3 GATE LO 31.4' S CONC: MON. FND. ONLINE 0.6' 6' E 4' METAL FENCE 37.7' TO CNR. 24.4' S CONC. MON.'FN I ONLINE 25.9' TO CNR. O C/) O O o I M M 0 C M 0 0 M 0 M o �� m N� x / D O I � W etlond,/ N f O 75, Se tb 35.0' �b- 10' MIN. 20 IO P OPOSED 23. ' 3 t°D It-IG UND POOL POOL " EQUIP. FE. 0.5' E m J I i $ o CA� ^\\`\\\\ m r I POSED 12.5' Mln. --- - a --' o RAM UP/ ECK WOOD o / - DECK -I---\�'9c- ---- m f / 'OXVDE Lot Coverage Data: 2 °o OOL Lot Area = 20.480.2 Sq. Ft. 0 �/ I o TWO STORY FRAME FRAME ro Wetland Area = 2,753.0 Sq. Ft. 0 o F ELV. 13.9 a 7.449 Wetland z ° b CO v GAR. FLR. ELV. 11.9 J Upland Area = 17.727.2 Sq. Ft. 0 A om r- CELLA* 2 FLR. ELV. 6.2 House Area = 1532.6 �a Z Shed Area = 79.3 Sq. Ft. (\ Driveway/Walk Area = 1179.7 Sq. Ft. CD N 19.7' Deck Area = 319.1 Sq. Ft. z 5.6' g 9' ° I Current Coverage = 17.55 � 27 Asphalt Driveway to be Proposed Pool Area = 576.0 Sq. ft. FE. removed and replaced with Proposed Deck Area = 392.8 S ft. 0.3' E crushed stone (pervious). p q- � BLOCK CURB STONE WALK Proposed Walk Area = 104 Sq. Ft. Pool Equip. Area: 18.0 sq ft Generator Area: 14.3 sq ft / '�� e. SEPTIC Shower Area: 32.0 sq ft TANK Proposed Coverage 15.519 no LOT 5 LOT 6 LOT 3 SAN 0 - LOT 4 LP ;° = 0y$ 0 N/F N/F 01� SAN0 SICURANZA . PRICE LP SAN. c LP M CONC. 11MON- C C. 100.00ft FND. °54'00"W 562.43'. TO KERWIN BLVD. No S79 I' OHW---- OWATER UTILITY METER OHW POLE HW UTILITY• POLE EDGE OF PAVEMENT BA YSH ORE ROAD '' (50' WIDE) (ASP. PAVED) 11 EDGE OF PAVEME Francis C. Watson, Licensed Land Surveyor A COPY OF THIS DOCUMENT NOT BEARING THE SURVEY OF EXISTING CONDITIONS AT LOTS 4 '& 5 LAND SURVEYORS EMBOSSED SEAL AND MAP OF PECONIC BAY ESTATES — AMENDED MAP A ®� N(�.p�_ SIGNATURE SHALL NOT BE CONSIDERED A TRUE FILED May 19, 1933 AS MAP No. 1.124 AND VALID ORIGINAL COPY LIBER 11882 PAGE 0914 SCTM 1000-53-03-08 ('j\S C. �,q ® SITUATED AT� T� F.C. Watson Land Surveyor P.C. 21 Grove Place TORT OWP N OFSODUTHOLD SUFFOLK COUNTY NEW YORK Babylon, N.Y. 11702 COMMONLY KNOWN AS 631 328-3422 ph 605 Bayshore Rd. 631 677-3202 fax Greenport, NY ®. fcwatsonOverizon.net Applicant; STEVEN OSDOBY AND JACI OSDOBY p� y _Q UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 0S0/a6 �j�0 7209'-2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY NOT BEARING Proposed Pool, Equip., Generator, Shower and Leaching Pool shown `�' COPY.THELAGUARANTEES R UARANTEES AND CERTIFICATIONS D SURVEYORS EMBOSSED SEAL SNDCATED HE EONMALL NOT BE SISHALL RUN DERED TO BONLY TO THE In BLUE. PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE •o�/11YQ7 COMPANY, GOVERNMENT AGENCY AND LENDING INSTITUTION. GUARANTEES AND CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. LOCATIONS AND DIMENSIONS SHOWN HEREON ARE FOR INFORMATIONAL PURPOSES NAVD 1988 N.Y.S. License ONLY AND ARE NOT TO BE USED TO LOCATE ANY NEW CONSTRUCTION ( FENCES, SHEDS. SCALE 1" = 20' Surveyed May 25, 2016 N6. 050786 ADDITIONS POOOLS, ETC...). TFIISSSURVEYOOR WILL NOT BE HELD RESPONSIBLE FOR ANY j Southold Zone R-40 Revised January 4, 2019 -011 PROFESSIONAL ENGINEER P.O. BOX 616 WITH AL_L.. CODES OF 6'-3° 0-311 6''-3° 6'-3" SOUTHOLD, NY N1-W Y(_DdRK ST ATE & TOWN CODES 1-0" I, o (631)765-2954 ------------------ ------------------------------------ ------------------ - _ AS REQUIRED AND CONDITIONS OF '-- -' _ SOU i HOLQ TOWN Z6A (2) 2X8 -®- -® - GIRDER (2) 2X8 GIRDER (2) 2X8R &(2)GIRDER 2X8 GIRDE- - - - - �� I ITLI�=n Trn�rni�i Ilnl(`Rf1dRf1 12"dla. FOOTING ' ' U ' V SOUTHOLD TOWN TRUSTEES 1 I � 1 x N.Y.S.DEC ' , I I X 1 x 1 Y I � 1 STAIRCASE O v STRINGER TO i (2) 2X8 GIRDER (2) 2X8 GIRDER (2) 2X8 GIRDER (2) 2X8 GIRDER O O SIT ONPAVINCs�,-----=+'�- - - - - - - - - - - - ® - -- - - - -F �- - - - - - -- �� 41-011 12"dta. FOOTING ® ® f------_-� 1 1'•-1 1 1 Q 1 TRUSS PLACARDING REQUIRE® `-------- - - 0 cc E-4 ,a , _ _ ; _ _ , , , , , LEDGER BOARD TO BE FASTENDED Q TO BUILDING WITH TIMBERLOK 0O OO O SELF-COUNTERSINKING SCREWS cx, i � p, ctrl N 1 _ _ _ BY OLYMPIC MANUFACTURING , Q ®1^ aS `s O , 1 l" RIS6R 1 (2 SCREIUS B 32 O.GJIS 6 U L fir%FUL L21-011 L 21-0" O V' `hr�l HOU 9`�' C.E 1 YF V 6 6 6'I 6 r` 3'-O" 3'-O° -IOIFSE JF OCCUR-ANCY DECK LA'YOUT SCALE: 1/4" = V-O" EX. HOUSE AILING (TYP) APPROVED AS NOT ED r ATE. 20 g P f' �� , 1 � �A ® � m t DRAWN BY: FEE: �� 2X6 DJjQ12 OG N NOTIFY BUILDING DEPARP.4ENT AT 2/16/18 1-1 (2) 2X8 ACQ 765-1862 8 AM 0 4 PM FOR THE GIRDERFOLLOWING INSPEC I O-!S: - -I. FOUNDATION - TWO RE OUIRED SCALE: SEE PLAN •, O FOR POURED CONCRETE 4X4 POST 2. ROUGH - FRAMING c{ PLUMBING EX, HOUSE 3. INSULATION a. FINAL - CON'uTf!1CTION MUAST SHEET I d O: o BE COMPLETE FO? C.G. ., ®:•• ILI CONSTRUCTION SHALL MEET THE "a '••° V%.*. 12"d f a CIR0 S SECTIO KUIREMENTS OF THE CODES OF NEW ..• vti'. GONG. PIER a• cit " �^iS STATE. NOT RESPONSIBLE FOR . , ;• ;m SCALE: 114E = 1�-O" DESIGN OR COPISTRUC T ION ERRORS. P4 1 I� WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS J USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROFESSIONikL ENGINEER P.O.B X 616 4*MAX SOUTH LD, NY D '""'°'°'" (631)7 5-2954 4'DIA.MA%IMUM POSE GIRDER/HEADER E POST/COLUMN I = 12'x12'xl2' iO CONCRETE FOOTING DECK POSE FTG-CONNECTION DFrx�`o H RAJUNQ ILOCATIONJ USP NUMBER I DESCRIPTION I APPUUTION rrAl�0.I AI�I IN. POtT-TO..Inn nn+FeDE0.CONNFCTON 4%4 POSE PAU44 OR WE44 POST/BEAM ANCHOR AFFLY TO EACH FOOTING 6%6 POST PAU6600.WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING USE MIN.(2)IR'DIA.WLV.BOLTS WITH WASHERS AND NVR 1.1/2'SPACE MINIMUM T-11 I HANDRAIR - GIRDE0. POSE O GIRDER/HEADE0. uj FrO�. BALUSTERS RIM/DECKJOIR POST/COLUMN C " CONCRETE HER Q O O OPEN BALUSTER ATTACH�r1 TO V(/yll I!1�1; HAH"'U"CONNECDON ''m^ ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH ••••• V, n 1'OfE-TOAECK[ONNECIION HFADER/GI0.DE0.-T0.FOST CONNFRION OF THE STAIRS.HANDGRIP PORTION OF ALL HANDRAILS PAU44 SHALL NOT BE LESS THAN I-114"NOR MORE THAN 2'IN LOCATION USP NUMBER DESCRIPTION APPLICATION USE MIN.(2)1/2'DIA.WLV.BOLTS WITH WASHER(AND N VTS O C0.055 SECTIONAL DIMENSION,OR THE SHAPE SHALL (2)BEAMf 00.WEM POR/BEAM ANCHOR APPLY TO EACH PIER ^QM`II• PROVIDE AN EQUIVALENT GRIPPING SURFACE r,I0.nE0.:EDEV TD POSTKOLUMN CONNECTION (3)BEAMS PAU660R WE66 POSE/BEAM ANCHOR APPLY TO EACH PIER O NOSHING OF SIDING G DLIM LAPPIKE ER FIRST GOND Q O UFPED OVER FIRST CONTIN. , GIRDERMEADER PIECE OF DDING BELOW ltNDlm m0.m SOIL W 2-1/1'DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTEDTOSLDG.(q32'OC UNDISTURBED 5011.(ORGANICS REMOVED) - LEVEL BASE O STAIR TREAD FRCONSTRUC'SION"TUBEANDPLUMB PORKOLUMN a BRACETUBE RIM BOARD • FILL AS PER MANUFACTURES'INSTRUCTIONS STRINGER FLOOR FRAMING 2x JOISTS rse BLOCKING FOR JOISTHANGER POSC-TO.GIRDE0.ME DFn CONNECTION LAG BOLTS y LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. 4x4 SOLID COLUMN F_/.,I./-44 POST UPANCM00. APPLY TO EACH COLUMN DISTI1RBm/yoo0.SOIL 6x6 SOLID COLUMN PB566/POSE"/KC66 POR UPANCHO0. APFLY TO EACH COLUMN LAY 46'UYEg OF CRUSHED STONE OR STRINGER TO DK%N00.CH CONNECTION HOLLOWCOWMN SIMPSONSFR0.1/2 H.C.ANCHOR APPLYTO EACH COLUMN GRAVEL 'R}tiA1Le� O• DN^MRH m.ER ONN BION LEVFLAND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE ' FR CONSf0.UCfION TUBE AND PLUMB � BRACE TUBE FILLAS PE0.MANUFACTUREV INSTRUCTIONS rr' S ■ ■ e _ne _ 9�-7 WOOD/01ST JOIST CONC-PIERFOOTI• D RAW N BY a J G BIGFOOT SYSTEMS$FOOTING FORM A P� GRDEWHEADE0. IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN WOOD JOIST � Sti®,• r COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS s 9O S GIRDERMEADER AT LEAST THE EQUIVALENT IN DURABI UTY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. ' s. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT 2/16/18 ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT l0 — r;f. rar1 FLUSH JOISTS WITH HFADERJGIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. 2u=101srs v HceDF rGRnE0. IF ABLE SEE FIR JOISTS APROILi/4'HIGHER THAN M HEADERSLOCATION USP NUMBER DESCRIPTION APPUCATION TO ALLOW FOIL SHRINKAGE JOIST TO GIRDEPMFADER RPD TYDOWN ANCNO CONN ECT TO EACH)01ST SCALE: S E PLAN HANDRAIL NOTES: DECK&PORCH NOTES. NAILING SCHEDULE All required handralh shall be of one A the following type 1).Unless whetwhe meed,all Damlng materiel to be 01 ACQ prenure treated lumber. NAIL NAIL or provided equlvaleat grarpebBlty. NI f....—hengers Indarchon to be gaMrsl rd or denier steel. JOINT DESCRIPTION QTY, SPAC LG NOTES 2.Gden Tor deck olsti to be bolted or anchored to each t or wllA wathm eM nut 1015770: 4 PER TOE 1). I.HandraBS with dnular uvss tedion Shd c n 1 1 pot per SAIL Top PLATE O0.GIRDER ed COMMO JOIST NAIL SHEET N O■ outdde dkmeter of at least i-V41rWes and not ate, Girder on ronaeee pied shell be anchored with proper deal cpnnedo s anchored BRIDGING than 21 dset.If the haMro4 U not d W,r it shall have o Into concede with a minimum 12'db x T long vndxtr bolt WN wmhed end nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA TO JOG 2-Bd COMMO ENCD NAIL mete dlmmdon of at Least 4lmhes and not t GR�UNI.IAND SEISMIC PRO" ICESNIEID 3).Foils supporting site r'hall ba andw'ad to v 12112'x13'ehl<E wnrete footing. FLOOD BLOCKING EACH TOE thin 61/41MAr with a maximum dors sedlon of SNDESMON THERIN UNE TERMITE DECAY DESIGN UNDERUYM 2-Bd COMMO dimembn d2-1/4lndseS, U¢•minlmml IR'dist x T long arKhor bolt Wth washer old huh.FoaKngt Shag HA2ARDf _10101 END NAIL be 4 R.below grade. LGTEGO0.Y DEPTH TEMP. REQUIREDBLOCKJNGTO: EACH TOE 2)-T 11.Hdraibwitha 4)•Deck Jists to have blahing et B0 0.0. MODERATE suGHT TO - 3-I6d COMMOype pedmetergreattr 20 B SEVERE 3R. Il NONE fILLQ0.TDP PLATE BLOCK NAIL Indle'tMll TO HEAVY MODERATE prattle.The finger shall ern onhotA IEDGFREAM 3-%d COMMO �� FACE Masi of the probe.TM Mgrt rams shall begin with a 5)-A mWmum o(101rds Oashind sh.11 be IMdled betwean the bulldhig end ledge+- TO BEAM 101ST NAIL dhters.of 3/4 lndl measured ventrally ham the tallest ledger tR be fastened to building with 1/2'dl..bolts with washer and nuts JOIST ON LEDGER 3-Bd COMMO PER TOE palion a me vrome and ashieSe a depth stet Eraa sA6 d 16•o.e CODE:2015 IRC,2016 NYS To BEAM �&p NAIL In,h wlNin 7/8Imh below the wlde0porion of the profile.The rerl b depth Shan mNltwe for at lead 3/8 6).Cmlaetr pars than be a miNmum 6'above grade. UNIFORM SUPPLEMENT BAND JOIST InthM a 4that Is not leu than 1.3/4 indet below the TO JOIST3-I6dCOMMO411estportionof the profile.The minlmum width of the 7)•AiIIoIN m be supported wlih hanger and endsore Each Joistshelldsobe andlored BANDJOISTTO:handnll abwthereser.shallhe1-1/41nd"toatogirder('). DLL OR TOP PLATE 2-164 COMMO maximum.12-3/4 lydln.Edgn shell Nva o minlmum g)•Use dmpson harped and omhor wIM 2-MA%Mpple pew cue mating or equal F rod,of 0.01 Indres. for any tamed with ACQ.