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HomeMy WebLinkAbout42379-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do yo u�+ave or need the following,before applying? TOWN HALL 1 Board of Health SOUTHOLD,NY 11971 ✓4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: 631 765-9502 a—' ✓Survey Southoldtownn ov PERMIT NO. Check ...,.,.., ° N Y.S.D.E,.C. 1Tl'I„d5tee'S C.O.APp.licatdoafIT_ITITITIT -Flood Permit Examined 20 --Single&Separate �'1°russ Identification Form .i 16 Storm-Water Assessment Form Contact: Approved....___ 20 Disapproved ale a PP ..... ., TOWN 0.11.« 011"1:°F1:Olrmlll Phone: cc7/11-P-7Expiration .. .... 20 pJ, Btr v +ector­ APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a.This application 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 waterways. 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 inspections. d (Signature of applicant or name,if a corporation) O __)r. 5 (Mailing addre s f applicanf State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises " (As on the tax roll or latest deed) 1 T p .. y p f t 1° (Nam If l icant i� a t ti oration,st attire of dui utliodz d of Builders License No I Plumbers License No, Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section - Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy -444 fAll _ t b. Intended use and occupancy . 3. Nature of work(check which applicable):New Building Addition Alteration Repair k� Removal Demolition Other Work_ (Description) 4. Estimated Cost Fee (To lroepaid on filing this application) 5. If dwelling,number of dwelling units r 6 umber of dwelling units"ren each floor If garage, number of cars n 4 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Fron �_'idil IPRear, �� 1t Depth Height I- tl Number of Stories C, (Nbul{ �l° �� PZp_�L !::q t l0i t$ ��6t2-e , n Damen Ions of same structure with alterations or add tinny; Fronl' 3'" Rear 5 -2- Depth ' Height Number of Stories__ 8. Dimensions of entire new construction:Frontes ! � Depth Height Number of Stories "Z 16 /� 0 x � K)S, 9. Size of lot: Front ERear ° Depth M11(09'YR 3I(p,I") 'td5� �l 10.Date of Purchase 1 f. 23" 6- Name of Former Owner &� f 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises'YES ' NO 14.Names of Name of AOwner rchitectf AM a- �� )tf M���dclress Et2p` l*J : Phone No. � .:.. ,� -� S p 1 hone No Name of Contractor- Addre:ss lone Nc. k �7 cT l Ri 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES 12, NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIUI T b.Is this property within 300 feet of a tidal wetland?*YES NO *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.. 1S.Are there any covenants and restrictions with respect to this property?*YES NO * 1F YES,PROVIDE A COPY. , STATE OF NEW YORK) SS: COUNTY OF_SAjt being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ' (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 his knowledge and belief;and that the work wil I be performed in the manner set forth in the application filed therewith. Sworn to before me this ° � -day of JG 0� 20 lb, TRACEY L.DWYER t LAWt OTARY PUBLIC_STATE OF NEW YORK Notary Puo is NO.01 DW6306900 Signature of Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2DIB 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: L Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topogia ph i c features. 2- Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 Berm). 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: I- 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...... New Construction: Old or Pre-existing Building: (check one) Location of Property- J_q 1&oy a ....... House No. Street Hamlet n Owner or Owners of Property:.......... L__L�.. ffolk County Tax Map No 1000, Section Block Lot........ Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant:................ .... Health Dept.Approval: ........ Underwriters Approval:................ Planning Board Approval: ....... Request for: Temporary Certificate Final Certificate: ......../((check one) Fee Submitted: A4i c Man t Signature .2 Town Hall Annex � .."_ ' Telephone(631)765-1802 54375 Main Road _tea Fax(631)765-9502 P_ O. Box 1179 cn Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTIONPRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: PICOwner_ P6 C'Ch r Location'of Property: Please take'notice that the(check applicable line): el or reident�al�tructure a , . New commerce , � �W, ddifion to eng•dommercMat,,or residential structure r I l abilitat or o stare .ef r ercial ones dentlai-structure ertor`rn at the sub ect "ro ert reference will ittll>ize to be.constrb k� p 1 P P Y (check applicbl" ): Trig type construction (TT) Pre-engineered vyood construction (PW) Timber construdttp (T ) in the following location(s) (check applicable.line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) . Signature: Name (person submitting this form): _ � l Capacity (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 RIIESclhecllk Saftware Version 4.,6.4 JOCompliance 1 1 Project Peconic Energy Code: 2015 IECC Location: Peconic, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area:. 2,780 ft2 Glazing Area 22% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: 3.5%Better Than Code Maximum UA: 658 Your UA: 635 Maximum SHGC: 0.40 Your SHGC: 0.38 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Eeiope As5emip Ceiling 1: Cathedral Ceiling 1,518 38.0 0.0 0.027 41 Ceiling 2: Flat Ceiling or Scissor Truss 218 18.7 10.0 0.034 7 Wall 1: Wood Frame, 24" o .c. 649 22.8 0.0 0.053 24 Orientation: Front Window 1:Wood Frame:Single Pane 21 0.580 12 SHGC: 0.40 Orientation: Front Comment: Low-E storm Window 2: Wood Frame:Single Pane 19 0.580 11 SHGC: 0.40 Orientation: Front Comment: Low-E storm Window 3: Wood Frame:Double Pane with Low-E 29 0.280 8 SHGC: 0.25 Orientation: Front Window 4:Wood Frame:Double Pane with Low-E 11 0.280 3 SHGC: 0.25 Orientation: Front Window 5: Wood Frame:Double Pane with Low-E 25 0.280 7 SHGC: 0.25 Orientation: Front Window 6: Metal Frame with Thermal Break:Double Pane with Low-E 83 0.280 23 SHGC: 0.40 Orientation: Front Wall 2: Wood Frame, 24" D.C. 566 22.8 0.0 0.053 24 Orientation: Right side Project Title: Peconic Report date: 11/02/17 Data filename: C:\LCD\Projects\1610 Indian Neck Rd\Administration\Energy Code\Peconic_New Page 1 of 11 Construction_pass.rck Window 7:Wood Frame:Single Pane 11 0.580 611 SHGC: 0.40 Orientation: Right side Comment: Low-E storm Window 8:Wood Frame:Single Pane 11 0.580 6 SHGC: 0.40 Orientation: Right side Comment: Low-E storm Window 9:Wood Frame:Single Pane 12 0.580 7 SHGC: 0.40 Orientation: Right side Comment: Low-E storm Window 10: Wood Frame:Single Pane 6 0.580 3 SHGC: 0.40 Orientation: Right side Comment: Low-E storm Window 11: Metal Frame with Thermal Break:Double Pane with Low-E 21 0.280 6 SHGC: 0.40 Orientation: Right side Window 12: Metal Frame with Thermal Break:Double Pane with Low-E 61 0.280 17 SHGC: 0.40 Orientation: Right side Wall 3: Wood Frame, 24" o.c. 669 22.8 0.0 0.053 28 Orientation: Back Window 13:Wood Frame:Single Pane 12 0.580 7 SHGC: 0.40 Orientation:Back Comment: Low-E storm Window 14:Wood Frame:Single Pane 5 0.580 3 SHGC: 0.40 Orientation: Back Comment: Low-E storm Window 15:Wood Frame:Single Pane 6 0.580 3 SHGC: 0.40 Orientation: Back Comment: Low-E storm Window 16: Wood Frame:Single Pane 4 0.580 2 SHGC: 0.40 Orientation: Back Comment: Low-E storm Window 17: Metal Frame with Thermal Break:Double Pane with Low-E 16 0.280 4 SHGC: 0.40 Orientation: Back Window 18: Metal Frame with Thermal Break:Double Pane with Low-E 92 0.280 26 SHGC: 0.40 Orientation: Back Window 19: Wood Frame:Double Pane with Low-E 11 0.280 3 SHGC: 0.25 Orientation: Back Wall 4: Wood Frame,24" o .c. 560 22.8 0.0 0.053 25 Orientation: Left side Window 20: Wood Frame:Single Pane 13 0.580 8 SHGC: 0.40 Orientation: Left side Comment: Low-E storm Window 21: Wood Frame:Single Pane 11 0.580 6 SHGC: 0.40 Orientation: Left side Comment: Low-E storm Project Title: Peconic Report date: 11/02/17 Data filename: C:\LCD\Projects\1610 Indian Neck Rd\Administration\Energy Code\Peconic_New Page 2 ofll Construction_pass.rck Window 22: Wood Frame:Single Pane 11 0.580 6 SHGC: 0.40 Orientation: Left side Comment: Low-E storm Window 23: Metal Frame with Thermal Break:Double Pane with Low-E 44 0.280 12 SHGC: 0.40 Orientation: Left side Window 24:Wood Frame:Single Pane 5 0.580 3 SHGC: 0.40 Orientation: Left side Comment: Low-E storm Basement Wall 1: Solid Concrete or Masonry 1,789 0.0 10.0 0.063 113 Orientation: Front Wall height: 6.5' Depth below grade: 5.8' Insulation depth: 6.5' Floor 1: Slab-On-Grade:Unheated 265 10.0 0.684 181 Insulation depth: 6.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application,The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatary requireme listed in the RE.Sche Inspection Checklist, Name-Title S' ure to Project Title: Peconic Report date: 11/02/17 Data filename: C:\LCD\Projects\1610 Indian Neck Rd\Administration\Energy Code\Peconic_New Page 3 of11 Construction_pass.rck Scott A. Russell °�111 40, ST 0�][�I��l WA\T]EIK SUPERVISOR �i I�u1[A\1�A\�G�]E1��/1[]El��C� SOUTHOLD TOWN HALL-P.O.Box 1179 „ f /]� 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold C TER 236 - STORMWATER MANAGEMENT WORK SHEET 2 "1 ( TO BE COMPLETED BY THE APPLICANT ) ._._ .........1-11,111,111,111,- ---- w . DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: )CHECK ALL THAT APPLY) �'e. No A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. CIO 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. m ..... - ..�::. �. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, County Tax Map Number! Chapter 236 does not apply to your project. If youtanswe ed YEure, Contact Information, to one o rmore of the _ �� above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with our Building Permit Application. �PPLICA�IT (Property Owner.Deign Profe conal.Agent.Con S•C•T•M• : 1�0� Date: O _ tractor.Other) D�trict \A�1E: tac�r.F!aetel 86 07 — 09 /2018 Section Block Lot 01/24mm �. Q VOR, i lil ��11a�I(A 6� � Contact Information: ........ 631 T209 2410m.� _..� Reviewed By: — — -.. -...... _ — -... .— _ _. .-. _m Date: Property Addi'e"_/ Location of Construction Work: Road I Approve for processing Building Permit. ITITIT 8100 IndianNeck .. _.._ -u'6sto� � StuaGa9�.r Management Control Plan Not Required. Y 11958 _ _ Stormwater Management Control Plan is Required„ (Forward to Engineering Department for Review.) J FORM # SMCP-TOS MAY 2014 L. Ctl � a a E CL � -4- < a c o x 2 r a7 Z I a� _ Q — _ .za n � a LL GL N i�r cz V 4A1 m W 7 1 U L•1 � N ctl Z � �" �t .° � I Yw� ��' - C I Q) o t i � � mss, k �B +-+ N N � c3 < IM cz b0 b0 W C ^ w ,. E �3 a7 Q U v Q Q .o- b J C � Ci r U z z 0 I It "I - 2 12 _' 0 3 I 3 F . ° J — 3 u c f G O ',d a k I U� W W U U) L/1 p EL LU n C14 :c- 71 OIj CC) N O r r "'1 +U. J 'i.A Vi%,„.M h U .�. 0 f .,m 0 �• Fjt co � CV r r Lx. -G _ .^ ..,. 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U C U f,„,y u U U J = - ✓; C < o Q ULJ % , "G C� `"'] r cn 7 a U 0 BOARD MEMBERS- Southold Town Hall Iroli so Leslie Kanes Weisman,Chairperson �t�"� l , 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric DantesOffice Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Homing " 54375 Main Road(at Youngs Avenue) Kenneth Schneider "' ` + Southold,NY H971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD RECEIVED Tel.(631)765-1809•Fax(631)765-9064 aaAd 3.O�7 N0 r2 5 20914 FINDINGS,DELIBERATIONS AND DETEIC IMINATI MEETING OF NOVEMBER 20,2014 ku'thoITj Clerk ZBA FILE: 6792 NAME OF APPLICANT: Barbara Adams and Jan Nicholson(CV) PROPERTY LOCATION: 8100 Indian Neck Lane(adj.to Hog Neck Bay)Peconic SCTM#1000-86-7-9 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 10, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated September 26, 2014. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT. However, the applicant submitted an amended plan placing the proposed dwelling at a conforming location from the bulkhead. Additionally,with the conditions placed herein the Board finds the action consistent with the LWRP policy. PROPERTY FACTSIDESCRIPTION: Subject property is in a R-80 zoned District and contains 33,145 square feet of which 27,947 sq. ft. is buildable area. It is improved with a one story home and detached storage shed. It fronts on the western side of Indian Neck Lane at the Beach dead end. The parcel has 122.03 feet on Peconic Bay, to the south, 324.84 feet on Indian Neck Lane,to the east, 90 feet on the northerly side and 304.63 feet to the west. This information is taken from a survey from Young and Young Surveyor dated November 1, 2013, last revised July 21,2014. BASIS OF APPLICATION: Request for Variances from Article XXII Section 280-116B and Article XXIII Section 280-124 and Section 280-15(F) and the Building Inspector's May 28, 2014, amended July 29, 2014, amended August 4, 2014 Notice of Disapproval based on an application for building permit for partially demolish and relocate an existing single family dwelling as an accessory building, construct a new single family dwelling and construct a new accessory garage, at; 1) less than the code required setback of 75 feet from the bulkhead, 2) less than the code required front yard setback of 40 feet, 3)less than the code required rear yard setback of 40 feet, 4) accessory building in location other than the front (waterfront) or rear yard, 5) accessory garage proposed in a location other than the front(waterfront) or rear yard. Page 2 of 3—November 20,2014 ZBA#6792—Adams/Nicholson SCTM#1000-86-7-9 RELIEF REQUESTED: The applicant requests variances to 1. Partially demolish and relocate an existing single family dwelling as an accessory building in the side yard where the code requires a rear yard location and to construct a new single family dwelling with 2. a bulkhead setback of 50 feet where the code requires 75 feet, 3. a front yard setback of 29 feet where the code requires 40 feet and 4. a rear yard setback of 16 feet where the code requires 50 feet.In addition a 5d'variance is requested to construct a new accessory garage with a side yard location where the code requires a rear yard location.Note that on waterfront properties accessory structures may be located in the front yard provided they meet the principal front yard setback, which neither accessory is able to do on the subject property. MENDED APPLICATION: At the public hearing the applicant was asked to bring plan into more conformity with the code. On October 29, 2014, the Zoning Board received an amended survey. It shows the proposed new dwelling at a conforming bulkhead setback of 75 feet, complete demolition and removal of the existing dwelling (aka Seagyan Club),and construction of one accessory garage.This has eliminated the need for two variances. ADDITIONAL INFO_RNIATION: The immediate neighborhood is comprised of lots that are of many different sizes with varying degrees of conformity to the code. This property was the subject of a prior ZBA grant#4406 in 1996 to allow the `as built' location of an accessory shed. Historically, the existing dwelling was once a clubhouse used by the residents of the area as a membership club. It was known as the Seagyan Club.The club found another location for the membership and the clubhouse was converted to the residence that is there today.There were many letters submitted in both support and opposition to the original application. I INDfNC�S OF FACT REA QL'NS FOR 1 PARD ACTION The Zoning Board of Appeals held public hearings on this application oil October 2,2014 and.November 6,2014 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and.relevant and snakes the'fo'llowing findings: 1. Town Law 267-b b Y. Grant of the relief as amended will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The conforming bulkhead setback, as amended, preserves the water views from the street end and the adJacent neighbor's property. The applicant submitted docurnentation showing the retention of existing healthy older trees on the property to create privacy from the street for the proposed new dwelling and to maintain to the greatest extent practicable the wooded look of the existing property. The amended application includes only one accessory garage which is typical of the neighborhood. 2. Town Law _267-40)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The parcel has a very limited building envelope based upon present code requirements and due to the depth of the parcel the applicant cannot achieve a conforming front or rear yard setback for a dwelling or location for an accessory garage. 3. Town Law 267_b 3 b 3 . The variances granted herein are mathematically substantial, representing 28 relief from the code for the front yard setback, and 68 % relief from the code for the rear yard setback for the proposed new dwelling. The location of the proposed accessory garage in a side yard is 100% relief from the code, However,the dwelling will have a code conforming bulkhead setback and lot coverage and the accessory garage is proposed in the only practical location on the subject parcel which is among the smallest in the neighborhood at 33,145 square feet of which 27,947 sq.ft. is buildable area. 4. Town Lair `267-b 3 b '4 No evidence has been submitted to suggest that a. variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code for all buildings proposed on the site.The amended application removed the inconsistent finding of the LWRP. Page 3 of 3—November 20,2014 ZBA#6792—AdamstNicholson SCPM#1000-86-7-9 5. Town Law 267-b 3 b . The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.Town Law267�b. Grant of the relief as amended is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single family dwelling and an accessory garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. R.Esoi.L1"TmOF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Weisman (Chairperson), and duly carried,to DENY,the application as applied for, and GRANT the variance relief as amended and shown on the site plan labeled SKI, prepared by Robert G. Marley, Architects, dated May 27, 2014, last revised October 7, 2014. And the architectural drawings dated May 27, 2014 labelled SK2 and SK 3. Subject to the following conditions; CONDITIONS: 1.The accessory garage shall contain only the utility of electric and an outside hose bib. 2.A perpetual 15 foot wide landscaped buffer shall be established landward from the top of blur". Tlae buffer shall encompass the existing vegetation,The landscaped buffer shall be staked prior to any construction on site.. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Arayr deviationf°om the survey, site plan andlor architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department ofa building pertuit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(:) granted herein as shown on the architectural draavings, site plan andlor survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or font,cre use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Goehringer, Dantes. This Resolution was duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing JJ / /2014 BOARD MEMBERSSouthold Town Hall SOF SO" Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 »' � Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Gerard P.Goehringer " Q 54375 Main Road(at Youngs Avenue) �,r Nicholas Planamento '' CSU " Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD September 15, 2017 Tel.(631) 765-1809•Fax(631)765-9064 Robert E. Herrmann Coastal Management Specialist 1319 North Sea Road Southampton,NY 11968 RE: Request for De Minimus Determination Appeal No. 6792, Barbara Adams & Jan Nicholson 8100 Indian Neck Lane, Peconic SCTM No. 1000-86-7-9 Dear Mr. Herrmann; We are in receipt of your correspondence dated August 27, 2017 requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. In your letter, you explain that the owner wishes to downscale, preserve, and renovate portions of his existing home rather than demolishing and building a new dwelling while maintaining the identical yard setbacks approved by the Board. In addition, your client proposes to reduce the new accessary garage from the approved 22 ft. x 33 ft. to 20 ft. by 30 ft., and to continue to locate it in the approved non- conforming side yard. The new location would also reduce the setback of the accessory garage from the northern side yard property line from the approved 66 feet to 12 feet, which is conforming to the code based upon the size and the height(no greater than 18 feet). Based upon the information provided, and depicted on the survey prepared by Howard W. Young, L.S., last revised May 22, 2017, I have determined that your requested modifications to the proposed single family dwelling and accessory garage are de minimus in nature because the proposed changes do not constitute an increase in the degree of non-conformity and uphold the intent of ZBA Appeal No. 6792. Please be advised that the conditions set forth in Appeal No. 6792 will still apply. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. Sinc ely, Leslie Kanes Weisman Chairperson cc: Michael Verity, Chief Building Inspector i „ k, m== Ai EftCCJhJ`ULTAN CS August 2 i, 2v i t Leslie Weisman, Chairwoman Board of Zoning Appeals Town of Southold P.O. Box 1179 Southold,NY 11971 � AUG 3 1 2011 � Re: Barbara Adams and Jan Nicholson.,fase No. 6792 Dear Ms. Weisman: The above referenced variance decision(copy enclosed),which was issued on November 25,2014,approved the demolition and removal of an existing single family dwelling located approximately 100 feet from an existing seawall and construction of a new dwelling located 75 feet from the seawall with the following setback relief: maintenance of the existing 29.2' front yard setback from Indian Neck Road; maintenance of the existing 16.2' rear yard setback from the westerly lot line; and construction of a detached garage in a location other than front or rear yard on a waterfront lot. Since issuance of that approval, the owner has significantly downscaled the project by deciding to effectively maintain and renovate in place a substantial portion of the existing dwelling, only partially demolishing and remodeling the inner portion of the dwelling (see enclosed site plan prepared by Young & Young and floor plans prepared by Lee&Chesonis Design, dated July 20, 2017). Since the portions of the dwelling that actually establish the preexisting nonconforming front yard (29.2') and rear yard (16.2') setbacks (i.e., the identical setbacks presently approved by the Board for a new dwelling relocated closer to the water) would now be maintained (and raised to allow for the construction of new foundation walls), I am uncertain whether the modified project design requires setback relief. If it does, given the much smaller project scope and maintenance of the same approved setbacks, it is my hope that the Board will issue a "de minimis letter" that would allow the Building Department to issue a Building Permit for the revised dwelling design pursuant to the current variance determination without further review or variance relief from the Board. I am also wondering whether a de minimis letter could be issued for the revised location of the proposed and now smaller detached garage. Specifically, whereas the current variance determination allows for a 22' x 33' garage to be located in the side yard (roughly 63 feet from the northerly property line), maintenance of the existing dwelling location and addition of an upgraded sanitary system necessitates relocating the currently proposed 20' x 30' garage farther to the north, approximately 12 feet from the property line (see enclosed site plan). As the height of the garage will not exceed 18 feet,the proposed setback from the northerly property line would remain compliant with Section 280-15(B); and the setbacks from the proposed garage to Indian Neck Road(proposed 32' versus approved 35') and to the westerly/rear property line(proposed+27' versus approved 28')would remain essentially unchanged. Once you've had a chance to review the above and enclosed plans,please let me know if you have any questions or require any additional information in support of our request,and I thank you for your consideration. Resta cttially yours, Ro.e�nt Herrmann Coastal Management Specialist .=.�— 1319 North Sia C2oaeJ I 5rautharripton,New York 1196$ (p 631.283.6360 1 f 631.7€33.6131 wwvv.enconsu[tan ts.corr .- environmental consulting �^ J� p f im, f., l+f' , t �i, 1 lV r r „�', ,'.�D� ? 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Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: 8100 INDIAN NECK, LLC c/o JAN NICHOLSON 8100 INDIAN NECK LANE, PECONIC SCTM# 1000-86-7-9 Dear Mr. Hermann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, November 15, 2017 regarding the above matter: WHEREAS, En-Consultants on behalf of 8100 INDIAN NECK, LLC c/o JAN NICHOLSON applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold„ application dated October 13, 2017, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, in accordance with Chapter 268, said application was found to be Exempt from the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on November 15, 2017, at which time all interested persons were given an opportunity to he heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approve the application of 8100 INDIAN NECK, LLC c/o JAN NICHOLSON to temporarily raise and construct new foundation walls beneath ±16'x16', ±19'x23', and ±25'x26' portions of existing one-story, single-family dwelling to remain; construct 208sq.ft. "U" shaped one-story addition and. 45sq.ft. overhang within footprint of existing 330sq.ft, portion of dwelling and 294sq.ft, northerly deck to be demolished; repair and/or replace in--place as needed existing southerly ±8'x26' attached deck; construct new basement access stairs; install drainage system of leaders, gutters, and drywells to contain roof runoff, and in accordance with Chapter 236 of the Town Code-Stormwater Management; establish and perpetually maintain a 15' wide landscaped buffer along the landward edge of the top crest of bank; and install. new sanitary system installed landward of Chapter 275 jurisdiction; and as depicted on the survey prepared by Howard W. Young, Land Surveyor, last dated October 12, 2017, and stamped approved on November 15, 2017. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None Very truly yours, Michael J. Domino President, Board of Trustees MJD/dd < , Michael J.Domino,President o Town Hall Annex'" Cry 54375 Route 25 John M.Bredemeyer III,Vice-President w P.O.Box 1179 Charles J.Sanders ,, Southold,New York 11971 Glenn Goldsmith ,,0 Telephone(631) 765-1892 A.Nicholas KrupskiCOU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction Y2 constructed V Project complete, compliance inspection ado o , Town Hall Annex Michael J.Domino,President 54375 Route 25 John M.Bredemeyer III,Vice-President P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith Telephone(631) 765-1892 A.Nicholas Krupski `,OW Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Storm WateE Runoff With recent heavy rainfalls, we are reminded once again of the problems Southold Town has with storm water runoff. With over 100 road ends terminating at creeks, bays, inlets, or Long Island Sound, as well as all of the lawns and homes lining our miles of shoreline, 100's of thousands of gallons of storm water runoff enters our wetlands-every year. Carrying sediment that prevents sunlight from reaching aquatic plants, nutrients from animal waste and lawn fertilizers that promote algae blooms detrimental to shellfish,and bacteria and. other biologicals that in high doses can be harmful to swimmers, storm water runoff is one of the Trustees main public safety concerns. So important, in fact,that Southold has a Storm Water Management Code. Southold Town's Chapter 236 provides an outline for how people need to deal with storm Fater runoff from their properties. For example,new construction or renovation is required to contain any potential runoff to the wetlands from the construction by installing hay bales and silt fencing. This acts as a barrier and keeps our wetlands clean. Another example in Chapter 236 is that every building must have provisions to collect acid disperse, ON-SITE,, at least a 2 inch rainfall... This is usually handled by installing gutters, leaders and drywells to the home. The Trustees also have a standing policy of requiring pervious non-turf buffers along bulkheads and at tops of bluffs that help keep run off from entering the wetlands and prevents erosion to bluffs. These are important measures to keep our wetlands safe and clean! Before deciding to renovate or build, the Town Trustees urge you to check our website and the other department's websites to make sure what you are planning to do meet the Town's Code. These :o es live bash rev ld cd for the good df all �:itizen . Arid the v ildlif ill ardun us too! 400 Ostrander Avenue,Riverhead,New York 114101 . tel.651.72-7.2305 fax.651.127.0144 d admin§youngengineering.com OCT 1 g 2017 Howard tYoung,Land Surveyor G.}N Thomas olpert,Professional Engineer � Douglas E.Adams,Professional Engineer V1DId Twn c Trus.e. Ow-LL __ (Dwellinq)_ Robert G.Test,Architect HEALTH DEPARTMENT USE f k - ----------__ APPROVED BYg ° 9y BOARD OF TRUSTEES �A R TOWN OF SOUTf1OLDig g a DATE Na alV ts'12,017 iT 0, 0, w � �\,- WATER SERVICE 00 '¢, �V r}., SANITARY SYSTEM 1,h, .,//�, p q�{��j PROPOSED 206 57.I STORY ADDITION \\A`"" (HITHIN.FOOTPRINT OF EXISTINS DECK >PORTION OF DWELLING TO BE REMOVED) g i\° TIO+ 761 yjo 9m EAT.SANITARY SYSTEM TO BEg ABANDONED IN ONCE WITH + s �1 S.OD.HS.STANDARDS N /* 98 `5 �g �b FRAME SHEDlhr�� Y (To x oEHaLlslso) / T 16.0 /teal n+ Ise �^ 0 PROPOSED lP q0 � PORTIONS OrEXISTINS oaVERH °° f r` + 1 STORY DWELLING TO BE 'C,p TEMPORARILY RAISED FOR i Is& IN-PLACE REPLACEMENT OF tl6A r.11 (may ,g CONC.FOUNDATION(MAINTAIN y ,�'.. tP1 RD.M2.� a EX.RI17GE HEIBHTSy .q 155 Al pp ` d'` •`3. /PROPOSED /1 yo p s, ✓/ BASEMENT y\, �- '€ o mp 1Mb� ds ST`yes✓ *#us.6 Me'4 g�Ra.M3AIREoraEr eoE� �nx.I� eI z AS NEEDED tr ✓ app 0*F Ifi 1 � i APPROXIMATE9505F. PORTION OF EXISTING I STORY HOUSE 4 2q4 SF. ,r DECK TO BE DEMOLISHED d e<iT g, .Y,S Y2.b... �t' j f RE \ g MOVED tiLv I / ffio Y lel' /p etaa 1a �b _. O.wM+2.9 \ PROJECT LIMITING FENCE M STAKED HAYBALES ALONG PROPOSED LIMIT OF CLEARING,GRADING M GROUND VISTUREANCE FIRM ZONE BOUNDARY LIN (,, �.� ` 29 / ✓ \,r '\ R .' As SCALED FROM FLOOD \ _ 1� ".�©6 1 4 6 0� INSURANCE RATE MAP Ida ,yam ioo oA +2.11jfjQ r 21 + a ya°' a' ldf xS NOTE �G TOTAL AREA •$1,915 5F ✓ »E AREA SEAWARD OF CONCRETE 5EAWAI.L =9,-766 5F BUILDABLE LAND =28,149 SIT 1 EXISTING HOUSE 4 DECKS =2,050 SF 444 SURVEY FOR PORTIONS OF EX.HOUSE TO REMAIN =1,206 5F JAN N I CHOLSON $ PROPOSED ADDITION 206 Sr PROPOSED OVERHANG 45 SF at Peconi6,Town of Southold $ EX.DECK TO REMAIN 216 Sr Suffolk County,New York PROPOSED 6ARAGE 600 Sr LOT COVERAGE . 22TI SF/28,144 SF-O Oq% BUILDING PERMIT SURVEY FLOOD INSURANCE RATE MAP PANEL NO.9610660164 H LAST DATED County Tax Map DWIt 1000 5 100 86 8—01 lot 09 _ SEPT.25,200q. FIELD SURVEY COMPLETED OCT.50,2013 go VERTICAL DATUM =NAV.DATUM(1988) MAP PREPARED JAN.25,2011 E TOTAL NUMBER OF BEDROOMS .�..,_!,�. 8 SURVEYOR'S CERTI{-1CATIO' '- ,13 + Record of Revisions •WE HEREBY CERTIFY TO JANNIGHaLB 'THA7''H^IIS AMEND BLDG.PERMIT DATA FEB.01.2011 SURVEY WAS PREPARED IN ACCORDANCE WI THE CODE OF7"�. PEB 21 2011 PRACTICE FOR LAND SURVEYS ADOPTED B 7NE HE1N YORK STAT';. 11M1 GENERgL MAR.C6.2011 ASSOCIATION OF PROFESSIONAL LAND oRS. 4)„ GENERAL AMENDMENTS AM 2a.2011 9 LTANT5 COMMENTS MAY 22.2011 �� / `+ LANDSCAPED BUr-FER OGT.12.2011 ✓ l�..ft-/ T'A,n / :1. 40 O 20 40 60 2 HOWARD W.Y0UNO,N.Y.S. B NO.4569 ,• r/ , JOB NO.2016-OM Scale: 1"= 40' •MONUMENT SET ■=MONUMENT FOUND &'i-STA SE') ,w„+57AKE'.FOUND DI-DRAINAGE INLET DWG.2019_0211 PL( Y.Diana Lopez PLOT DATE Oet 12,2017-3:04,m DWG FILE:R\2013\2013-0211\Mng\2013-0211JSp.tM9 HEALTH DEPARTMENT USE rte—........----- 400 Ostrander Avenue,Riverhead,New York 11901 YV : -- 4 tel.65I121.2303 fax.63112'7.0144 �Y admineyoungengineering.com ¢ti Howard W.Young,Land Surveyor Thomas C.Wolpert,Professional Engineer ag Douglas E.Adams,Professional Engineer Robert 0.Tost,Architect ya MAXIMUM ELEVATION �u OF TOP OF BANK g' EL=I 3.60 TOP OF -SEAWALL EL-6.03 COlt, EL-6.15 TOE OFg --SEAWALL t BANK g9 EL=4.03 Ym 14' 15' SECTION A-A ^� YY PROPOSED sGALE,1",lo• HOUSE _£ 8v IDAD•_. .....__ 15.00', ...._ �w FINISHED FLOOR EL=16.0 FINISHED GRADE 'gg _ :17-7 14 I DOVER �S EL 5. _ =g ..... 4"DIA PVC... 2'MAx. - 4"DIA PVC, g=� IE-11.45 RIPE®2.00%'IE=11.25 � FLOW LINEN _ PIPE 1.00% E3 IE=10."15 �IE=IOb � 8 GLEAN OUT(CO) 'D a 1200 GAK SEPTIC TANK(57) mG 500 SF 5WA,LEACHING POOL(LP) 150 ,F 5WO FUTURE EXPANSION(FE) EL=4.6 R$ HIGHEST � �� 8.00- a.Oo' ExFEcrED E ,�., 6ROIfND WATER j0 1,200 GAL.SEPTIC TANK (2)LEACHING POOLS EL=o,6 Q' (500 5.F.5.104.A) STOPPER OR END PLUG SLAB LE OTHER HYDRAULIC PROFILE ga �y VER NITS o l DRAINAGE DESIGN CRITERIA 'JARIES 6 CALCULATIONS ---- A=AREA OF TRIBUTARY(5.F) TEST HOLE R=RAINFALL(FTS �$ SEWER PIPE DD ELBOW BY McDONALD 6EOSGIENGE G=COEFFICIENT OF RUNOFF o DATE,MAR 02,2011 REQUIRED 2 2 EL=16.4 OA' $ ROOF =600 5F X 2712 X I.O=100 GF �$ DARK BROWN SANDY LRAM 8'DIA DR=4 WITH A CAVF RE IR 42.24 CF/VF 2^ (OL) 100 Cr 1 4224 CFNF=12 VF REQUIRED 8 60 WYE 05' PROVIDED $ BROYAI 51LT' USE(1)-V DIA.X 5'DEEP DRYNELL -127 IF SAND (SM) R.D.#2 w CLEANOUT DETAIL3A• SE IRER N FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC PFIRE SAND ROOF =1>10 5F x 2112 x ID=155 OF H. TO MEDIUM 8'DIA.DRYWELL WITH A CAPACITY OF 42,24 GFIVF SAND 135 OF/42.24 OF/VF=5.2 VF REOUIRED (SP) TOA' PPIOV OEDNOTE ^ CLEANOUT MUST 5E INSTALLED ON THE SEPTIC PALE BROWN 115E(1)-8'DIA.X 4'DEEP DRYNELL =169 Cr $ TANK INLET WASTE LINE.ALL UTILITIES REQUIRE A FINE SAND 5'MIN.SEPARATION TO THE SEPTIC SYSTEM. (�) REQUIRED xm ROOF =690 SFX 2/12 X 1.0=IIS OF NOTE _ WATER INH'DIA. L WITH A GAPAGT 4 G OF 42.24 CFlVF "^ TOTAL AREA =31,915 SF V'A'LE�� 42-24 lJ IIS GF/42.24 GFF=2.1 VF REfAJIRED a AREA SEAWARD OF CONCRETE SEAWALL =5,766 SF FINE SAND ^^ DED BUILDABLE LAND =28,149 SF (SP) PROVI�fiJ=B'DIA.X 4'DEEP DRYWELL =169 GF 25.0' � EXISTIN6 HOUSE b..DECKS =2A50 SF HIN6 EXPECTED - .........— PLO 6w EL= .b SURVEY FOR PORTIONES OF EX.HONE TO REMAIN =I,2ob Sr RIS PROPOSED ADDITION = 2055F JAN NIGHOL50N G€ �DECC<TOEBEDO RREMAINN = 218 SF of Peconle,Town of Southold PROPOSED 6ARA6E = boo 5F Suffolk County,New York LOT C.OVERA6E - 2.277 SF/23,149 517=5.0-1% ,=,N SUILDIN6 PERMIT SURVEY £P FLOOD INSURANOE RATE MAP PANEL NO.3610300164 H LAST DATED g SEPT.25,2009. County Tax Map mr+not 1000 s.=uw,56 P1 611 Loi 0-1 VERTICAL DATUM =N.A.Y.17ATLM(1988) FIELD SURVEY CONI=LETED ~..........OCT.50,2015 go TOTAL NUMBERS OF 5EDROOM5 >°2 MAP PREPARED JAN,25,2017 F N SURVEYOR'S CERTIFICATION =M HEREBY CERTIFY TO JAN NICHOLS THAT THIS Record Of Revisions i m SURVEY WA5 PREPARED IN ACCORDANCE wt THE CODE OF AMEND SLIPS.PERMIT DATA FEB OI 2011 :^ PRACTICE FOR LAND SURVEYS ADOPTED 5. THE.NEW YORK STATE ATI FEB 21.20 ^' ASSOCIATION OF PROF-E55IONAL LAND SUR TORS. AFILMDMeiTS MAR Ob.2011 0 SENERAL APR 2D,:201 TANTS COMMENTS MAY 22,2011 '> SC I A OCT IL 2011 S ( 40 _ O 20 40 Bp HOWARD H.YOUNG NYS.L,r, $3 JOB NO.2016.0115 Scale I"= 40' ��yy ^ EI=MONUMENT SET 01-MONUMENT FOi440 Q=STAKE SET- A=STAKE FOUND DI-DRAINAGE INLET DWG.2015-0211-L-12i OF 2 E PLOTTED BY.Diana Lopez PLOT DATE Oct 31,017-12.5 pm DW nLE:R\2013\2013_0211\dwg\2M3-0211�p.d" ....................... . 400 Ostrander Avenue,Riverhead,New York II901 G. tel.631.929.2303 fax.631.'72'1.0144 ` 1' admin®youngenglneering.com �� out you" A Howard K Young,Land Surveyor A Thomas G.}Nolpert,Professional Engineer o Douglas E.Adams,Professlonol Engineer p� °raELL __ (Dweillnr J Robert G.Test,Architect s" _ as y HEALTH DEPARTMENT U5E } - ,. @g N lac.. o " ti• � III dFm, Y !.,cU, e "' f \ IRR16ATiaV 60x _. _.. WATER SLiRVIGE TO BE ABANDONED �E "\V EXISTING ELECTRIC SERVICER EXISTING ELEGTRI0 METER FOR PROPOSED { UNDERORIXMD ELECTRIC SERVICE I' ,,�.„ ., n,•L� o t A'*V + 1 PROPOSED SANITARY SYSTEM ,*,{py � , f -PROPOSED UNPOROUND ELECTRIC SERVICE 'E ,ry{ Qy\ 4 6I PROPOSED WATER SERVICE .' PROPOSED 206 5.F.I STORY ADDITION '=g a'rj. ,ft�'^R yr (WITHIN FOOTPRINT OF EXISTING DECK t �4 1b 7 PORTION OF DWELLING TO BE REMOVED) �p EXIST,SANITARY SYSTEM TO BE ABANDONED IN ACCORDANCE WITH 9.GD.H.9.STANDARDS Zp Cpl P"`�^•y'iPOt$t'"- \ j! lLy mu n. FRAME SHED_ d l �' �S.j., •/ ''1/ 'KYic"�Yfr. k Ro a (TO BE DEMatls!@D),/F lTH .P •Y �^.✓� p��4{5r} o� IF.9. 71xoes , PORTIONS OF EXISTING I6.0t OVERHANG �•^.. Y �✓' ptl�°'aD $ I STORY OMLIN6 To BE TEMPORARILY RAISED FOR _dy IN-PLACE REPLACEMENT OF 16 LY 1q m CONC.FOUNDATION MAINTAIN �. v PFI RD^R2� EX.RIDGE 14EIGHT9} "pROF'OVSED AE / h epSN may ., 1641 /' aF ASS Eo STAIRS,i j I3B /`+. .� ��r� €m s 9 4 •'� h�q'l�.Y id tP3 piBzr-� �'�� T J s. v ^m {a` d^ A •4' « RD:M3 ,WaDDDEO TO BEREPAlZ=/ AGED A5 NEEDED rr y}P�✓" '",,. Olt '•� �' �+ .ns 4kf`wy I.FRA i IFllz '@ APPROXIMATE 350 S.F.'SA rj :g PORTIONOF EXISTING *, '`NK( �`� .� �y, r."t~ , 5 I STORY HOU5E$294 5.F. DECK TO BE DEMOLISHED d �y,, J o'\ tl rj1 ✓ !,/ '� 's REMOVED ei ,(.' Cr, " tl Iz.a ,✓' /,'' Ep ^a.0 a toe+ \ 4$ PROJECT LIMITIN6 FENCE 6 STAKED s HAY5ALE5 ALONG PROPOSED LIMIT 'fy" �• ✓� \ �^ &�yd�/ ;� ,, ® pq OF CLEARING,6RADIN6 0 GROUND DISTURBANCE Fj',I J ,p. '. �' 3 ,^R:yJ FIRM ZONE BOUNDARY LINES 2.9f\� AS SCALED FROM FLOOD ':� I3.F•' �p'°'''�/r "��/yp \TAl (/N R INSURANCE RATE MAP +2A N ' Wi t%✓ f 2.1 + NOTE TOTAL AREA =51,915 SF AREA SEAWARD OF CONCRETE 5EA04ALL =3,'166 5F BUILDABLE LAND =20,149 SF EXISTING HOUSE d DEGKs =2,050 SF , SURVEY FOR ej RED g� PORTIONS OF EX.HOUSE TO REMAIN I�2JAN NICHOLSONOb 5F i J' $ PROPOSED ADDITION = 206 5F 9 at f°econic,Town of Southold PROPOSED OVERHAN6 455E i�tl ,F 5uffalk County,New York EX.DECK TO REMAIN = 216 SF 8'6 PROPOSED GARAGE 600 SF 0i'; RiH LOT COVER46E = 2--Tl 5F/26,149 5F=6.09% !•ri k BUILDING PERMIT SURVEY 21 A rLOO]BRUCE RATE MAP PANEL NO.3610060164 H LAST DATED County TOX Map District 1000 Section 86 Block 09 Lot 09 � SEPT. Q.) -1, FIELD SURVEY COMPLETED OCT.50,20 MAP PREFAPJW .25,20115 0,2013 VERTICAL DATUM =NAV.DATUM(1955} '; MAP PREPARED JAN.25,201'1 0 TOTAL NF^IBER OF BEDROOMS =2.. SURVEYOR'S CERTIFICATION - Record of Revisions €e =WE HEREBY CERTIFY TO J A N N IG H O LS CRI THAT THIS IAMEND BLDG.PERMIT DATA FEB.01.201'1 >F" SURVEY WAS PREPARED IN ACCORDANCE WA 'T}#E.CODE OF FP7 ATI d FEB.21.201"1 = PRACTICE FOR LAND SURVEYS ADOPTED B THE NEW YORK STATE to GENERAL AMENDMENTS MAR 06.2011 $ ASSOCIATION OF PROFESSIONAL LAND ORS, 6ENERAL A IENDMENT5 APR.26.2011 "TM^ EN AD GONSULTANTS COMMENTS MAY 22 2011 > APED R OCT.12.2011 ELECTRIC, NOV.14.2011 40 0 20 40 60 8^ HOWAko W.You",N Y 5'L5.Nb'.45693 €4 JOB NO.2016-01'15 Scale; I"= 40' El-MONUMENT SET 0=MONUMENT FOUND =STAKE SET A=STAKE FOUND DI-DRAINAGE INLET DWS.2013_02I1_bp I OF 2 l9^g PLOTTED 19:Diana Loper PLOT DATE:Nm 15,2017-11:02— ONO nLE:R:\2013\2013_0211\dn\2013-0211�p.dwg Now'fork State De artrme&f Environmental Conserva Division of Environmental Permits,Region One SUNY at Stony Brook,50 Circle Road,Stony Brook,NY 11790-3409 Phone:(631)444-0385 • FAX:(631)444-0360 Webstte:www.dec.state.ny.us NOW Alexander B.Grwrds Carmisaloner LETTER OF NQE=R TLSDICTION TIDAL WETLANDS ACT September 17,2008 Greg and Martha Cukor 5913 Meadow Road Baltimore,MD 21212 Re: Application#1-4738-03855/00001 7070 Indian Neck Lane,Peeonic S.C.T.M.#1000-86-7-6 Dear Mr.and Mrs.Cukor: Based on the information you have submitted,the Department of Environmental Conservation (DEC)has determined that the property landward of the"fop of Slope"line,as shown on the survey prepared by John C.Ehlers on May 16,2006 last revised July 16,2008,is beyond Tidal Wetlands Act(Article 25)jurisdiction. Therefore,in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661)no permit is required. Be advised,no construction,sedimentation,or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary,as indicated above,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e.a 15'to 20'wide construction area)or erecting a temporary fence,barrier,or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. incerely, Laura J.Scovazzo Permit Administrator cc: Samuels&Steelman NYSDEC,Marine Habitat Protection file(kaf) i NICHOLSOI` ' RESIDENCE I 8100 Indian Neck Roac Peconic,New York EXISTING EXISTING DRAIN INLET' POST+RAIL li FENCE (123I)X __. 4.03 .�.-""�.---- 4 •.ry, . (6.04) (9.28) rww` �- . (1247) EXISTING POST+ marshall pGE RAIL FENCE cy • j ( LANDSCAPE ARCIIITE NORTH FORK HAMPTO ) 5175 Route 48 PO Box 135 r 'A Mottituck,NY 11952 530 Mania tAmaganse • phone: (631)209-2470 )! email: mail@mplastudio.com studio.com LOT t SURVEYOR: f Young&Young Surveyors Howard W.Young 400 Ostrander Avenue Riverhead,NY 11901 Office:(631)727-2303 DRAINAGE INSPECTIONS ARE REQUIRED 1 Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification e, that the drainage hasbeen Installed to Code. I I - EROSION&SEDIMENT CONTROLS � F Shall include but not be limited tb: ' A Well maintained Construction Entrance, ntran Wire Backed Silt Fencing,stabiEnt ra& l Seeding of exposed and/or inactive soils, 1� o f APPROVAL OF STORMWATER MANAGEMENT Date:� db 231 CONTRO p N -T EM Cad ' Approved Y; ' SITE DATA: SCTM#:1000-86-07-09 Lot Area: 33,145 SF(or.76 acres) Zoning District:R-80 ITIE LINE ALONG APPROXIMATE HIGH WATER MARK BY MSL ISw ELEVATION 02/18715 NOTES: lam—LANDWARD OMIT OF BEACH AT SEAWARD TOE OF CONCRETE SEAWALL 1. Existing Conditions+Proposed S I EXISPNG information based on map prepan CONCRETE SEAWALL Young+Young Surveyors dated last revised November 14,2017. 2.This drawing is for the purpose o ExIST Nc sTEbs obtaining permits only. NOT FOR TO WATER CONSTRUCTION. e.o3) 3. Unauthorized alteration of this p violation of NYS Education Law. N O yIR _29269' l303.93' ••,' REVISIONS Drainage Calculations and Structure Schedule QATE 6ESC,R'IW6N Structure Size Elevation I Invertin Invert Out Proposed Garage(690 sf @ 100%) 690 SF x 2"rainfall(.167)=115.2 CF/B'Dia.Drywell(42.3)=2.7'de th req'd RD-1 8'Dia x 4'depth 4'depth provided Proposed Residence(1416sf @ 100%) S e a' � 1410SF x 2"rainfall(.167)=235.5 CF/8'Dia.Drywell 42.3)=5.r ae th req'd ao m ' TOm 'O 1 ro ' + >� ma Zm a?" VX a� 'itt IZ yD � O�0 1 m;o-o �O Qin , " mm0 ' ) Nv [�paa y n A P >" T z O0= x— a - r e <. i t m'- 1 zo > o'z, / \ a2 1' ' — m� _ x -o y 7 p Q0 moo A�0 �o o� \) moo ;a O A E �O O mmz D�� - S v a v w p,Z ' C) 1 0 bZ Fa m z XYZ Z mcq (� \ >A 1 _ a-5l V,O D nA x n0 x 0O y N 3b, a 'n Ola (7 O o T°�Zz � r