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Home My WebLink About44746-Z �svFK Q39 N Town of Southold 6/21/2021 P.O.Box 1179 0 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42106 Date: 6/21/2021 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1500 Deep Hole Dr.,Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-12-21.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/26/2020 pursuant to which Building Permit No. 44746 dated 2/28/2020 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: accessory garage with attached storgae shed as applied for. The certificate is issued to Cammann,Philip of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44746 6/9/2021 PLUMBERS CERTIFICATION DATED f Au o 'z ignature TOWN OF SOUTHOLD dy BUILDING DEPARTMENT 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#: 44746 Date: 2/28/2020 Permission is hereby granted to: Cammann, Philip PO BOX 144 Mattituck, NY 11952 To: construct an accessorygarage as applied for.per DEC and Trustee g g pp p approvals. At premises located at: 1500 Deep Hole Dr., Mattituck SCTM #473889 ' Sec/Block/Lot# 115.-12-21.3 Pursuant to application dated 2/26/2020 and approved by the Building Inspector. To expire on 8/29/2021. Fees: ACCESSORY $31'7.60 CCESSORY BUILDING $5,0.00 otal: $367.60 Building Inspector 1 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. February 26, 2020 New Construction: Old or Pre-existing Building: (check one) Location of Property: 1500 Deep Hole Dr. Mattituck House No. Street Hamlet Owner or Owners of Property: Phillip B Cammann Suffolk County Tax Map No 1000, Section 115 Block 12 Lot 21.3 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: $ ApplicatftrSi at6re r Building Deuartment Anulieation AUTHORIZATION (Where the Applicant is not the Owner) I, Philip Cammann residing at 1500 Deep Hole Dr. (PO BOX 144) (Print property owner's name) (Mailing Address) Mattituck, NY 11952do hereby authorize Pamela H Pospisil of (Agent) Pospisil &Brown Architects P.C. to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) T .(Print Owner's Name) f 1 ANNEMARIE GULI NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 GU6297375 Qualified in Suffolk County Commission Expires February 18,2022 ®�IxoF SO�r�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® yQ sean.devlin(cD-town.southold.ny.us OWN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Philip Cammann Address: 1500 Deep Hole Dr city-Mattituck st: NY zip: 11952 Building Permit#: 44746 section: 115 Block: 12 Lot- 21.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceding Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel X A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 6 4'LED 7 Exit Fixtures Pump Other Equipment: Notes: Detached Garage ti Inspector Signature: r Date: June 9, 2021 S.Devlin-Cert Electrical Compliance Form.xls JU l o�00F SOUI�o ti 6 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. VFORAMING UNDATION 2ND- [ ] -INSULATION/CAULKING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: c4mo a-tx DATE INSPECTOR 4 # # TOWN OF SOUTHOLD BUIL_ DING DEPT. °`yrourm � 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ " ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL), ] CODE VIOLATION [ ] PRE C/O REMARKS: " g 'e l DATE ` ` INSPECTOR 1 laf 50p1y06 VVL/'l� # TOWN OF S UTHOLD BUILDING -DEPT. io - um, 765-1802 INSPECTION = [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] 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 REMARKS- f 17 A DATE INSPECTOR ho�aOF SOUIyo� # TOWN OF(-SOUTHOLD BUILDING ElEPT. �o • �o IyCoutm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: lveec� CL Nee [ cr / ena-4Ae z t Alllixl _ :- - D. DATE INSPECTOR i POSPISIL & BROWN ARCHITECTS, P.C. 141 HAMPTON ROAD D � � SOUTHAMPTON, N.Y. 11968 D TELEPHONE: 631-283-3465 FAX: 631-283=3593 AUG 3 1 2020 July 2,2020 BUILPrNG DEFT. T01,VN Irl+ICT HOLD Chief Building Inspector, Michael Verity Southold Building Department 54375 Route 25 Southold,NY 11971 Sent via email Re: Building Permits#44744 and#44746 SCTM#1000-115-12-21.3 Dear Mr.Verity, We are the architects for the Cammann project located at 1500 Deep Hole Drive in Mattituck and reference above. I understand due to the CoVid shutdown,the building department has a three week lead time for making inspections. I also understand,as the architect of record,I can inspect the work and submit a letter certifying the work has been performed according to the drawings and specifications. I writing,therefore,to inform you I have examined the footings,poured 6/26/2020, and the foundation walls for both the house and garage,poured 6/29/2020 and 6/30/2020 respectively. Concrete of 3500 psi was used. Construction was completed according to the plans and meets NYS Building Code. The contractor,Jeff Hallock,will contact the department to ensure this letter and attached photos satisfies your need prior to damproofing the foundation. Should you have any questions,please feel free to contact me. RED AR E Ve Truly Yours, y * P mela H. Pospi 1 President �� X28405 .� Pos 1si1&Brown Architects P. C. � p� , qTF OF NE*yO� i i FIELD INSfiFCTI N REPORT -)DATE COMMElyTS FOUNDATION (IST) 'V y f ---------------------------------- C" � ®® FOUNDATION (2ND) c ROUGH FRAMING& � PLUMBING •H INSULATION PER N.Y.' ,..3 STATE ENERGY CODE' e a � FINAL ADDITIONAL COMMENTS � C) •®O rem rn . d `TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 j Planning Board approval FAX: (631) 765-9502 $� (� (�� Survey Southoldtownny.gov PERMIT NO. l ` Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application _ Flood Permit Examine 20 Single&Separate Truss Identification Form Storm-Water Assessment Form �j J0 1 E B 2 6 b � Contact: Approved 20 ` Mail to: Pospisil & Brown Architects P.C. Disapproved a/c 141 Hampton Rd., Southampton NY 1196 Phone: 631-283-3465 Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date February 26 , 20 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 inspection (Signa a of a pliW6t or ame,if a corporation) 141 Hampton Rd. Southampton NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Agent/Architect Name of owner of premises Phillip B Cammann (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 4582-HI - Hallock Builders Inc. Plumbers License No. 1(374 MP-I&V Plumbing Electricians License No. 34091 ME- Platinum Electric Other Trade's License No. 1. Location of land on which proposed work will be done: 1500 Deep Hole Dr. Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 115 Block 12 Lot 21.3 T 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 b. Intended use and occupancy New Construction of detachaed 2 car garage 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $85,000. Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 22' Rear 22' Depth Height 16'8" Number of Stories 1 9. Size of lot: Front 130' Rear 200 93' Depth 319.52' 10. Date of Purchase Name of Former Owner 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 Owner of premises Phillip B Cammann AddressPO BOX 144, Mattituck, NY Phone No. 631-725-2701 Name of Architect Pamela H Pospisil Address 141 Hampton Rd,Southampton NY phone No 631-283-3465 Name of Contractor Jeff Hallook Address 126 Point St,South Jamesport NY phone No. 631-722-3261 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES" NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Pamela H Pospisil being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent/Architect (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 will be performed in the manner set forth in the application filed therewith. Swo tobefore me the day of 20 16 ANNEMARIE GUU NOTARY PUBLIC,STATE OF NEW YORK o ary Public pal fed in Suffolk Co sfr51—ion No.01 my Sia e of Appl'cant Commission Expires February 18,202 Michael J.Domino,Presidento��OF S0(fryDl Town Hall Annex. John M.Bredemeyer III,Vice-President 54375 Route P.O_Box 11799 Glenn Goldsmith 1 Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams Yo Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 13, 2019 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: PHILIP CAMMANN 1500 DEEP HOLE DRIVE, MATTITUCK SCTM#: 1000-115-12-21.3 Dear Mr. Hermann: The Southold Town Board of Trustees reviewed the site plan prepared by Nathan Taft Corwin III-Land Surveyor, last dated January 7, 201'9 and 'determined that the proposed construction of a detached two-story garage, reconfiguration of the existing driveway, installation of a new underground liquid propane tank, construction of a raised swimming pool and patio, and installation of a pool drywell, pool fencing and pool equipment on the captioned property are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation 2 from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting'a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you'have any further questions, please do not hesitate to call. Sincerely, Michael J. Domino, President Board of Trustees MJD:dd l i r N YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION xility DEC ID 1-4738-03941 PERMIT Under the Environmental Conservation Law ECL F_ Permittee and Facility Information Permit Issued To: Facility: PHILLIP B CAMMANN CAMMANN PROPERTY PO BOX 144 1475-1500 DEEP HOLE DRISCTM# 1000-115- 12-21.3 MA.TTITUCK,NY 11952-0144 MATTITUCK,NY 11952 Facility Application Contact: EN-CONSULTANTS INC 1319NSEA RD SOUTHAMPTON,NY 11968 (631) 283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY " Facility Principal Reference Point: NYTM-E: 709.315 NYTM-N: 4540.487 Latitude: 40°59'19.4" Longitude: 72°30'42.1" Authorized Activity: Construct additions to existing single-family dwelling. Construct pool with pavers, garage*and gravel driveway. Expand and plant native vegetation to the existing non-disturbance buffer. All authorized activities shall be done in strict conformance with the attached plans prepared by Nathan Taft Corwin II, last revised on 8/2/2019,and the planting plan prepared by En-Consultants on 9/20/2019. Both stamped NYSDEC Approved on 10/24/2019. Permit Authorizations Tidal Wetlands-Under Article 25. Permit ID 1-4738-03941/00002 New Permit Effective Date: 10/24/2019 Expiration Date: 10/23/2024 Page 1 of 6 N YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ,cility DEC ID 1-4738-03941 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator:SHERRI L AICHER,Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony Brook450 Circle Rd Stony oo ,NY 1179 -34 ', Authorized Signature: Date D / / Distribution List EN-CONSULTANTS INC Bureau of Marine Habitat Protection Danielle A Stango-Torre Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS -Apply to the Following Permits: TIDAL WETLANDS 1. Conformance 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 application. Such approved plans were prepared by Nathan Taft Corwin H,last revised on 8/2/2019,and the planting plan prepared by En-Consultants on 9/20/2019. Both stamped NYSDEC Approved on 10/24/2019. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work. Page 2 of 6 YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION cility DEC ID 1-4738-03941 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 6. Materials Disposed at Upland Site Any demolition debris, excess construction materials,and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 7. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. s. Long-term Plant Survival The non-disturbance buffer shall be planted with native species as per the stamped plans and plantings list and the permittee shall ensure a minimum of 85%survival of plantings by the end of five growing seasons. If this goal is not met,the permit holder shall re-evaluate the restoration project in order to determine how to meet the mitigation goal and submit plans to be approved by the office of Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790-3409 9. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 10. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of li NYSDEC-approved pervious materials. 11. Direct Runoff Away from Tidal Wetland and Buffer Roads,driveways,and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 12. No Changes to Septic System This permit does not authorize any alteration,expansion or replacement of existing septic systems. 13. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 14. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetland boundary,or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good,functional condition until the project is completed and all disturbed areas are stabilized with vegetation. Page 3 of 6 YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ility DEC ID4 4738-03941 15- Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland'or protected buffer area. Tarps are authorized to supplement these approved methods. 16. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses,etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 17. Clean Fill Only All fill shall consist of clean sand,gravel,or soil(not asphalt,slag,flyash,broken concrete or demolition debris). 18. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes,and no claim or right to compensation shall accrue from any such damage. 19. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove-or alter the structural work,obstructions,or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure,fill, excavation,or other modification of the watercourse hereby authorized shall not be,completed,the owners, shall,without expense to the State,and to such extent and in such time and manner as the Department of r Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 20. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense'to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any,portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such . removal or alteration. 21. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels, solvents, lubricants,epoxy coatings,paints,concrete, leachate or any other'environmentally deleterious materials associated with the project. Page 4 of 6 r e, RK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ' DEC ID 1=4738-03941 t GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility,including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department.' A copy of this permit,including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permif renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal;modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NYl 1790-3409 4. Submission of Renewal Application The,permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications,Suspensions and'Revocations by the Department The Department reserves the right to exercise all available authority to modify,suspend or revoke this permit. The grounds for modification,suspension or revocation include: a. materially false or inaccurate statements in the permit application or supportirig papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6 YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION cility DEC ID 1-473&03941 e. noncompliance with previously issued permit conditions,orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies,expressly agrees to indemnify and hold harmless the Department of Environmental*Conservation of the State of New York,its representatives,employees, and agents("DEC")for all claims, suits, actions,and damages;to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation trid maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend'to any claims, suits,actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims,suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Perffiittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees,agents-and assigns of their responsibility to'comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals,lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: 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.' Page 6 of 6 ID Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form ot GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent-Consultant-contractor or Other(Circle Ons) Property OWNER Of Different than Applicant) Pamela H Pospisil - Pospisil & Brown Architects, P.C. Phillip B Cammann AddreT41 Hampton Rd. Southampton NY 11968 Addrr}b BOX 144 Mattituck NY 11952 Telephon6a 1-283-3465 1 Fax 9: TelephV-725-2701 Fart*` E-Mail:php@ ospisilbrown.com E-Mad' insplus@optonline.net Property Address: 1500 Deep Hole Dr., Mattituck NY 11952 Brief Description ofConstmcaonActivity,Proposed SwactWABMPs,Soil S.C.T.M.iF Stabaliration BMPs,Project Scope and/or Sequence of Construction Activity Joao 115 2 21.3 "e"'do A40'"4'Pagesas Needed) Dlzftt eadkan Block Let Name ofContractorand/orContactPersonResponsibleforImplementationofSwPPP: Proposed 544 Sq ft detached 2 car garage with pool--- Hallock Builders Inc. -Jeff equipment storage. Addresei26 Point St., South James ort NY 11970 Telephone 0-631-722-3261 Fax#* ----------------------------------------------- --------------------------------------------- E-Malt: nh7753@aol.com Name of Persons Responsible for Installation&Maintenance of Erosion Control Practice: -------------------------------------------- Address: --•---------------------------------------^---- Telephone 0: Faa p: --------------------------------------_------ E-Mail: -------------------------------------^---_--- -------------------------------------------- Total Area ofAJ Total Area of Land Clearing Pro)ect Parcels: andlor Ground Disturbance: .....__--___........—__—..._—_----------------- (SAIAsea) (S.F.I A=) Project Duration: Istart End _._..-.---------------------.-_..----------_---_- (Anticipated) Date: Date: __..._-....-----____-_----- (Mumtnr of Cekn6erDaya) ----------------- ..__..___-_. d_-- Will this Project Disturbs five(5)or More Acres at 0 _ _.___._-_______ Any One Time During the Proposed Development? Yes No --------------.--_-----.------------------------ VYES:Please Answerthe Followingl --------------1--------------------------- a. ------__---_-_--__.._-_-__-_a. Does the Applicant have a Qualified Inspector On Q Q Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site Q 0 List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No __Deep Hole Creek c. Does the SWPPP Adequately ldentifyAllTemporary Q ________ and/or Permanent Soil Stabalization Measures? Yes No d. Does the SWPPP Adequately identity,a Complete = = "....--- - Project Phasing Plan? Yes No Status of Impacted Waterbody:(eg.TMDL,303(d)Usted,Impaired_) e. Does the SWPPP Indicate Additional Site Specific = Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(els.Lake,Creek,say,Pond,sound,Freshwaterweuand-) Of Intent and SWPPP Acceptance Form for Review Q Q by the Town of Southold? Yes No - Creek S1'A1'F.OF CNEW O YORK, That L .Pamela(Nme Fi POSpiSllindi ,,, , ,, - g duly sworn,deposes and says that he/she is die applicant for Permit, -� aof vidual being signing Docum�t) And that he/she is the .......A99nt/Art hitN-9..... .. .... .............................................................. (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the 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 will be performed in the mariner set forth in the application filed herewith. Sworn to before me this; /1" ................... �...`..1...... ... .day of..... .��J!�..............,20. 0 , Notary Public: NNEMARIE UULI ...... . .. .... ...... ................... . Si'.1C,S i"A`T bF NEW YOR (Signa re of cant) SWPPP Assessment FORM: 03-12 Qualified in Suffolk County - ICommission Expires P.1—law 18,2022 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 ::o Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cD_town.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: kDate: Company Name: C -- — CSC l •(J . Name: License No.: MC, 3 YD email: a i v" eus (04, Address: 13, Z ICD r")U-1W0(.D p 1/7 1. Phone No.: &S - v JOB SITE-INFORMATION: (All Information Required) Name: MIL 4-MSS Q�MNIaNti . Address: DO (7 No Le 02., , Cross Street: ,1 .Phone No.: .r7& Bldg.Permit#: y`4. emAil. S •^� Tax Map District: 1000 Section: Block: Lot-. BRIEF DESCRIPTION OF WORK,(Ple' se,Pdnt Clearly) F+ 29?XK455 4�-t Circle All That Apply: Is job ready for inspection?:. YES NO Eugh Final Do you need a Temp-Certificate?' 'YES-/ NO Issued On ' Temp Information: (All information required) Service Size 1 Ph 3-Ph - - Size: - A . # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground-Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: U ;5 �M�PAYMENT DUE WITH APPLICATION ' -NQV 11 0 2020 O Dy�yaest-f Ids edi�ty�� n� ^, VV U{( PERMIT# Address: Switches Outlets G FI's Surface 1 Sconces ' HH's UC Us Fans Fridge HW Exhaust Oven Dryer Smokes QW Service -Carbon Micro Generator Combo, Cooktop Transfer AC AH Mini Spegial: B 6 t v� l•1 ` `tel Comments- _ 1 Town Hall Annex '�� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPECONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION"ANDIOR TIMBER CONSTRUCTION Date: February 26, 2020 Owner:,, Phillip B Cammann Location of Property: , 1500 Deep Hole Dr', Mattituck NY 11952 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): r Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature Name (perso submitting this form):. Pamela H Pospisil--Pospisil Brown Architects P.C. Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 _ A, r may\ ,y`� Y � ^•,.. .�,;�� . Jed 7 20 � r Nathan Taft Corwin 111 ., Land Surveyor �+ FFOLK AVENUE TEST HOLE DATA NEW /J U SURVEYOF PROPERTY (TEST HOLE DUG BY VcDONALD GEOSCIENCE ON APRIL 9, 2018 AT 9:15am) EL SIT UA TE . 7.5' 0. DARK BROWN LOAM OL 1' MATTITUCK BROWN SILTY SAND SM TOWN OF SOUTHOLD '' SUFFOLK COUNTY, NEW YORK PALE BROWN FINE SAND $ N S.C. TAX No. 1000- 115- 12-21 .3 GROUNEL.D WATER < SCALE 1 "=30' JUNE 14, 2017 MAY 19, 2018 UPDATE SURVEY '° o °c2\ NOVEMBER 8, 2018 SITE PLAN JANUARY 7, 2019 REVISE HOUSE ADDITION NOTEo MARCH 30, 2019 REVISE PER NYSDEC NOTICE 03/11/2019 ,- v APRIL 15, 2019 REVISE PER TOWN TRUSTEES 3` AUGUST 2, 2019 REVISE SITE PLAN ° F`;S o�rn � p 1 p TOTAL LOT AREA = 50,356 sq. ft. %A. A§ F MAY a� g $ \ 1 0.0, :. (TO TIE LINE) 1 .156 ac. b =��,°s NOUS 01 Ve AY �T�` $� �-� �� x y�� 1 � �•'.., \J� y WETLAND AREA = 11 ,600 sq. ft. � rn GE OL tr" I (TO TIE LINE) � � & CAR Y \I N Ni�kp r'o b\ � � z 1 C\u'o• :.I• 0 UPLAND AREA = 38,756 sq. ff. o�� m , a ° 1 ��o `�-- Q N ��o� rn�� o� '" 1 1 0 / s o �:;b ��8� / k� �\lam 9 .•.... .,� m r j �pst :... I • CF,RTIFIED T0: p $ ! I� I '" Of oto :;bPF- '::•::>` I s .� Gy y A f ^ �� % :2A� ��. I$ gCLG 1 n �� •T N� rt� , r.::.-. PHILIP B CAMMANN °�. ,r ''i rE`sT o E� -^met I 1 cs,w �,, � x � ..... ':.. \ = K CURB �� FIRST INTERNATIONAL TITLE AGENCY CP, /-- o�+ t/ : �¢ , a Z b nPK :`. :`.:`:::';) `.:;i.' f.y 0 00. 0 8E to !\ ii .l" ? AT NOTES: ►`� f � dP zo 01 VA Ji 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM /N o,m �� •.\`�� /p �� EXISTING ELEVATIONS ARE SHOWN THUS:�X W Q f'`>> r• o \ " v' • C::.::::::::::: m, � W �j ~ x PROP.SELF q l ` I n $1 �� ti \ I • �pG xC+ / GL IN6&ATE `(�� L x ? �� 1 0 p • •.. EXISTING CONTOUR LINES ARE SHOWN THUS: --- --XX----_ 1 ::: `:; \ �� / aft Oe 6 s ti F.FL. - FIRST FLOOR V `��Q ° J� ��lG / `QlV�2\� •nF� d... : y(C d1P�a �� \ I EfO� I / C-FL - GARAGE FLOOR / sn 2. FLOOD ZONE INFORMATION TAKEN FROM: �.� OQ `° • Q tegc Nc I 1,2 c� zr � Q �.7 h g, HIND .i �}5Si>1G ' I c�lpG �� O 2 \ ° - CHING-�O`a N . •�: FLOOD INSURANCE RATE MAP No. 36103C0482 H ¢`�' �t o�•' N o `Il` � ']� l',t rn��a�, Q J � � Oop ®-�•v p-QOL fcNE. 7_94 .,... �p ' �' o y IT,t, `P c^. p !�T'` ' �� ,y f Ps Jf r wN y •�' ,s�E s��c�o <c� �. ZONE AE: BASE FLOOD ELEVATIONS DETERMINED I s \ �� 1 ,� �. o RooF So ��' „oRA,N/ _2c,, \ P ..,;fib k.... •. 1, OP tx �0 W0p° AVER PROP.TO 5F. Jµ GE H ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD ER'9N GOp.:,:''" �'.p\ �� pOR �'c� ' •_i a5 STE�PORr.H WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN WOOD \µf,' 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. F�G °`' °""10;G \ \ F3 .. \°Pµ.. ..: \ HrMN ' 36'? 2 .? 6,.. t. .• Pt' pr ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. f� L��- \ '��` `�5 Gf ! _ a .:':` /2 37'ORY ap, E O f $c� /L dll, \N} \E,�Fx D.. :� o \ 6.°• HO Us C R / ANG 'kb � .0,,." �/ 1�`Q 36. DRAINAGE SYSTEM CALCULATIONS: 00 ROOF AREA (ADDITION): 586 sq. ft. V, 6', III ��tic"s 'cf% ry� s:7 °p0 s 586 sq. ft. X 0.17 = 100 cu. ft. ��OSS c w\` /V / \�. e 100 cu. ft. / 42.2 = 2.4 vertical ft. of 8' dia. leaching pool required \ ?� \ '` '�f \ o �` \ \ �. ::.:. ' fr \ \ X2.4 PROVIDE (1) 8' dia. X 3' high STORM DRAIN POOLS LL \ t,11< 1,11, \ ?O�e� \ ?off:'` / oc ROOF AREA (GARAGE): 480 sq. ft. \. \ a sf c ti 480 sq. ft. X 0.17 = 82 cu. ft. Roq A�f oti ,ll 82 cu. ft. / 42.2 = 1.9 vertical ft. of 8 dia. leaching pool required n \ ✓tiFIr f°✓�do 4Ce�\: \ ��/ IZYI oc^ m�cc PROVIDE 1 h STORM DRAIN POOLS 8' dia. X 2' ht °ro litiF,y% It 4A 50 �s �` '�cF / /: �y� �ti o•�, 9 \ SF 04/, PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 9.ASS g C4 q PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF SI.6' 43'',� F°n ��4� �� °Fti AND POOL BACKWASH ARE SHOWN THUS: ° \ ieoA 111 i3� fOOd 3 0 `� \\ °°ciS�3 all, •oo, `i �°F rTo"rr'o SSON rfiY t1I1 O N SAti�ST EXISTING LOT COVERAGE FOR DEC ADJACENT AREA (38,756 sq. ft.) UNAUTHORIZED ALTERATION OR ADDITION DESCRIPTION AREA Y. L07 COVERAGE EDUCATIONvLAW.TO THIS SURVEY IS A VIOLATION OF SECTION 72OF THE NEW YORK STATE cF HOUSE 876 sq. ft. 2.3% COPIES NYSDEC $o T9T'gi�cSE, TNEF LAND THIS INKED SEAL MAP NOT pg RING OR AS PER TERM PORCH 358 sq. ft. 0.9% EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. AND CONDITIONS OF o SLATE WALK 50 sq. ft. 0.1% CERTIFICATIONS INDICATED HEREON SHALL RUN E`°PO�� EXISTING BUILDING COVERAGE ONLY TO THE PERSON FOR WHOM THE SURVEY PERMIT NO. I-LI 130_p�Sy I �p� foo° CELLAR ENTRANCE 32 sq. ft. 0.1% IS PREPARED, AND ON HIS BEHALF TO THE DATE `'2 OVER UPLAND AREA (38,756 sq. ft.) TITLE COMPANY, GOVERNMENTAL AGENCY AND _ Id- (3) WOOD STEPS 62 sq. ft. 0.2% THE DESCRIPTION AREA Y. LOT COVERAGE LA INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. HOUSE 876 sq. ft. 2.3Y. (2) SLATE PLAT. 36 sq. ft. 0.1 CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY PORCH 358 sq. ft. 0.9% TOTAL 1,414 sq. ft. 3.7% AND/OR EASEMENTS OF RECORD, IF TOTAL 1,234 sq. ft. 3.2% ANY, NOT SHOWN ARE NOT GUARANTEED. PROPOSED LOT COVERAGE PROPOSED BUILDING COVERAGE FOR DEC ADJACENT AREA (38,756 sq. ft.) PREPARED IN ACCORDANCE WITH THE MINIMUM OVER UPLAND AREA (38,756 sq. ft.) DESCRIPTION AREA Y. LOT COVERAGE OR TITLE Nathan Tait Corwin III BY THE ROL.I.A.L..S. D A PROVED ANDAS SADOPTEOD DESCRIPTION AREA Y. LOT COVERAGE HOUSE 1,587 sq. ft. 4.1% FOR SUCH USE BY THE NEW YORK STATE LAND HOUSE TITLE ASSOCIATQ_ . 1,587 sq. ft. 4.1% (2) PORCHES 429 sq. ft. 1.0% Land Surveyor - �i or Z" , (2) PORCHES 429 sq. ft. 1.1% r �aEp )„ GARAGE 576 sq. ft. 1.5% ^ GARAGE 576 sq. ft. 1.5% POOL 648 sq. ft. 1.7% 0, F� ,t POOL 648 sq. ft. 1.7% Title Surveys - Subdivisions - Site Plans - Construction Layout d , ;� �? POOL PATIO 800 sq. ft. 2.1% 2 PHONE (631)727-2090 Fax (631)727-1727POOL PATIO 800 sq. ft. 2.1Y. (5) STEPS 63 sq, ft. 0.2% '! r'S ` : •. TOTAL 4,050 sq. ft. 10.5% OFFICES LOCATED AT TOTAL MAILING ADDRESS � 4,103 sq. ft. 10.6%• 1586 Main Road P.O. Box 16 •'yy' t^ Jamesport, New York 11947 Jamesport, New York 11947 �� "=`I N.Y.S. Lic. No. 50467 ,. J _777- 7777-7771J, 7`.7377,7777-7" SURVEY OF PROP TEST HOLE DATA SUFFOLK AVENUE E R T Y (TEST HOLE DUG BY McDONALD GEOSC�ENCic ON APRIL 9, 2018 AT 9:15am) NEW SI T UA TE EL 7.5' a' DARK BROWN LOAM OL MATTITUCK '• BROWN SILTY SAND SM TOWN OF SOUTHOLD 3' SUFFOLK COUNTY, NEW YORK PALE BROWN FINE SAND SP - o N S.C. TAX No. 1000- 115- 12 EL 0.8' GROUND WATER 6.7' $;,A- SCALE 1 " 30' a JUNE 149 2017 � � �� • MAY 19, 2018 UPDATE SURVEY 13, ?, •. i; NOVEMBER 8, 2018 SITE PLAN to JANUARY 7, 2019 REVISE HOUSE ADDITION NOTE MARCH 30, 2019 REVISE PER NYSDEC NOTICE 03/11/2019 off $ 19 cj2 \ A APRIL 15, 2019 REVISE PER TOWN TRUSTEES �� AUGUST 2, 2019 REVISE SITE PLAN O FEBRUARY 26, 2020 REVISE PROP. GARAGE �, b �r - ` 1 \O `s TOTAL LOT AREA = 50,356 sq. ft. o/F p�0� (TO TIE LINE) 1 .156 aC. �d o� `$ gDUs DeMAY �` o` xy�� WETLAND AREA = 11 ,600 sq. ft. GERE oL \ ° I \J� r s & CAR �+ 2 \ b \ x N N� C7� • ' (TO TIE LINE) -+ `I o 0i� t Ln or'o -. \ - ... ... �� 1 09 �\0 I •� 0 'I rn : sok ° ac t� o,.:•...:::. aQ I m �'•: x UPLAND AREA - 38,756 sq. ft. o °� �_ 1 �� Imo- :.: : : :• ;:•: <'.;:;: \ . o,� •.:a �7 �j O�} �' f, 1 � - 3 O �':•:;•.�.:2 G��c,�..•:':.b �Q � / *�'I ,O.o � •. � oT lP Z Tlt f 5 ff ................ . . .. CERTIFIED T0: Zo:';;:a::•:;•:•p;�:::;::: .�-- I N '. '' ��;. .- a-• PHILIP B. CAMMANN NEoo '' :::: :::;.::;...::::•':;::':::;'`;.;•';;:.,:..:. rS.T 0 too, xFIRST INTERNATIONAL TITLE AGENCY =UR$ 14 GV a 1 l NOTES: . ,\ z 4 �.• -� o ...>ai` c .• .. 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM O ::fi:i:<:< :' ° rQ EXISTING ELEVATIONS ARE W O / c�;:,.;:::.,::, m y ��cr ?�v ' �r ::' •::: Ov1( d G� v a� .. \• p 1 E SHOWN THUS: ttxx Qs m:f:.::: :::'. .:� ? O/O �y .�� x O ' EXISTING CONTOUR LINES ARE SHOWN THUS: -----XX ~ " . . GL IN6GATE \ / II x$1 °. ti !u�`+ I 1 G xn \ p �••. 'x F.FL - FIRST FLOOR v / ,. .... �(@.B 0.. 5 'C� . Q4 .• J 4_1 I O 5 O •.. ko G.FL - GARAGE FLOOR Z / �i aiy � ` F•'` / �i: � �^ , � e. � J •�,� 'COG ` \ � T,-I I .......�.�...:....::.......:''' •\ � �,� / c ��y ��.:.�rt,•/�. .. ...�P pC{ VAP �g'n 0� I y 2. FLOOD ZONE INFORMATION TAKEN FROM: _L2 - �:: ::: ::: �fAC IllyG _ .. �g4d f� \C� I' O�R� I °y0. .•.•. FLOOD INSURANCE RATE MAP No. 36103CO482 H "' ""'" ter.. ` °° Q. s�71� pH�NG I r►c o4 x� /.:�^:::;?? :`. ;' c) \ W °pL �ACHIN�ttIS Q� 1 �G ? C b •q ZONE AE: BASE FLOOD ELEVATIONS DETERMINED I `:': :: *., ` F h 3� �Wooa PQoL 7 Q S o/� WN -vim • I5• o� \. ^ I y,. \ RO • a�R41 ZONE X*: AREAS OF 0.27 ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD ER 5toN��:'Pr.::::•......'. '�: ° ary �0 WOODFOVfR � u '� PROP;, e0 oG�o Nom WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANN WooD DOCK �;.....•,,.. IN S?.•, o..;:. .o �0 � poRc o icor r 7O G° UAL CHANCE FLOOD. \ .:':••,GE4:. •:;':;' ` N t;:: o covEREo F�oRCM. G! F�y� •::•::�:;:•.�:.; �Q:::�. ., . . I '�' M �' /�� ND STEPS o ' ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. -� \ 1'I I�II, \ I f3 ,,. (R OPR:. '.::::.'- '.. \ N� � 36.2' � •r. �r0 � \ .)� � � . "'6 C�ii•iiiiii; ..,. �. ,L:. 1 A1N N S'�:SF...•(jr.�......` 3• GAP' � O`% .. 3 I FRA/2 $ ME 0USERY � \ \ F A o . .:• � 0 1 s.a. j DRAINAGE SYSTEM �je \ Aw O'_ •..� ..oma :. >}, \ 3� / x 36.2' UiT'N; ..........mo' ....... STEM \ :<::ii:;'::;;:?:;'i:•`';? �c a' O \ \r\ os �:.:..'::.:.: . .:. _ r` :: °• surf ::.:�z..::.. .. ROOF AREA (ADDITION): 586 sq. ft. \\ q • '..•... I 37 6'. f ;r `�/ &7 586 sq, ft. X 0.17 = 100 cu. ft. , x \ s srfp op a�, Qom` 100 cu. ft. / 42.2 = 2.4 vertical ft. of 8' dia. leaching pool required \ I,II, \ °ti?Eb PROVIDE (1) 8' dia. X 3' high STORM DRAIN POOLS x-AL o ROOF AREA (GARAGE): 544 sq. ft. \ R ✓• :.: \� \ °� \ 5�°a ys� 544 sq. ft. X 0.17 = 93 cu. ft. \?�• o ,r !". .:-Y... >ri o °� �`' o �3 °2 < 93 cu. ft. / 42.2 = 2.2 vertical ft. of 8' dia. leaching pool required \ `L ``k` r''�?:':`:• '='` �. r.;. i� o PROVIDE (1) 8' dia. X 3' high STORM DRAIN POOLS , 1�F ,1 tiFC� \ G"�"j y/ ,Gd,."o"G/ Fes `. s� :::.. ?r! �! i' \ u+`y y�F d` c+G ✓ . , �--\ � Al' ✓G"F \ ,I �R cy ��4��sr I�� Fo"r:;•::: � :�: :::... .u�.t^ c^y c+ � -� PROPOSED 8 DIA. X 3 DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ~� .9° F <o ?o�q % S�6, �,, Fo �,y/ �,\� �0 e, �c 's, �J °� o°yp ° O� �sA {P� IO IF,�AACCIIAA 05�`oA I � EXISTING LOT COVERAGE FOR DEC ADJACENT AREA (38,756 sq. ft.) UNAUTHORIZED ALTERATION ADDITION THIS SURVEY IS A VIOLATION OF SE TDESCRIPTION AREA X LOT COVERAGE SECTION 7209 OF THE NEW YORK STATE EDUCATIONLAW. it� HOUSE 876 sq, ft. 2.3% COPIES OF THIS SURVEY MAP NOT BEARING °°O THE LAND SURVEYOR'S INKED SEAL OR 9�0 PORCH 358 sq. ft. 0.9% EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUNO OPO `/` SLATE WALK 50 sq. ft. 0.1% ONLY TO THE PERSON FOR WHOM THE SURVEY a EXISTING BUILDING COVERAGE CELLAR ENTRANCE 32 sq. ft. 0.1% IS PREPARED, AND ON HIS BEHALF TO THE OVER UPLAND AREA (38,756 sq. ft.) TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- DESCRIPTION AREA X LOT COVERAGE (3) WOOD STEPS 62 sq. ft. 0,2% TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. HOUSE 876 sq. ft. 2,3% (2) SLATE PLAT. 36 sq. ft. 0.1% THE EXISTENCE OF RIGHTS OF WAY PORCH 358 sq. ft. 0.9% TOTAL 1,414 sq. ft. 3.7% AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. TOTAL 1,234 sq. ft. 3.2% PROPOSED LOT COVERAGE PROPOSED BUILDING COVERAGE FOR DEC ADJACENT AREA (38,756 sq. ft.) Nathan Taft Corwin III PREPARED IN ACCORDANCE WITH THE MINIMUM OVER UPLAND AREA (38,756 sq. ft.) DESCRIPTION AREA X LOT COVERAGE STANDARDS FOR TALE SURVEYS AS ESTABLISHED DESCRIPTION AREA X LOT COVERAGE HOUSE BY THE LI.USE AND APPROVED AND ADOPTED 1,587 sq. ft. 4.1% FOR SUCH USE BY THE NEW YORK STATE LAND HOUSE 1,587 sq. ft. 4.1% Land Surveyor TITLE ASSOCIATION. `+ (2) PORCHES 429 sq. ft. 1.0% 1r 07'�"� 2 PORCHES GARAGE �F�:.--•-- O 429 sq. ft. 1.1 544 sq. ft. 1.4% GARAGE 544 sq. ft. 1.4% POOL �% r' �'�. •r, 't. 648 sq. ft. 1.7% Title Surveys - Subdivisions - Site Plans - Construction Layout ' , ;' •'- ` POOL 648 sq. ft. 1.7% POOL PATIO . . %" -2090 Fax (631)727-1727 -+. + ; POOL PATIO 800 sq. ft. 2.1% 800 -sq. ft. PHONE (631)727 2.1% (5) STEPS 63 sq. ft. 0.2% k OFFICES LOCATED AT MAILING ADDRESS "�`� 4,018 sq. ft. 10.4% TOTAL 4,103 sq. ft. 10.5% -'-� TOTAL 1586 Main Road P.O. Box 16 k Jamesport, New York 11947 Jamesport, New York 11947 N.Y.S. Lic. No. 50467 37738E TEST HOLE DATA lv E SURVEY OF PROPERTY (TEST HOLE DUG BY McDONALD GEOSCIENCE ON APRIL 9, 2018 AT 9:15am) �Ttl a SUFFOLK AVEN•LJE EL. 7.5' 0' SITUA TE DARK BROWN LOAN OL M A T T I T U C K BROWN SILTY SAND SM 3 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW W YORK PALE BROWN FINE SAND SP N� EL. 0.8' 6.7' S.C. TAX No. 1000- 115- 12-21 .3 GROUND WATER SCALE 1 "=30' ° JUNE 14 2017 MAY 19, 2018 UPDATE SURVEY NOVEMBER 8, 2018 SITE PLAN JANUARY 7, 2019 REVISE HOUSE ADDITION NOTE . MARCH 30, 2019 REVISE PER NYSDEC NOTICE 03/11/2019 APRIL 15, 2019 REVISE PER TOWN TRUSTEES / %ep.. AUGUST 2, 2019 REVISE SITE PLAN '\ ° // 1 FEBRUARY 26, 2020 REVISE PROP. GARAGE JULY 7, 2020 FOUNDATION LOCATION GERERa1,YN D \ao \ // ^'IN i \�' O �. & CAR \ rz z 010 °p OI `�• .p TOTAL LOT AREA = 50,356 sq. ft. pNOR'\',ON *1 x (TO TIE LINE) 1 .156 ac. r o.FpuNpP 0: 9�`•.A,. 600 s . ft. 5. N 1 \ WETLAND AREA q = 1 1 ; (TO TIE LINE) TEST HOLE BELGI •d UPLAND AREA = 38,756 sq. ft. \ j BLOCK �' CURB cp, RoW \ Z C, no EDGE VPK ° o yp N 0 KP ia11 \ \ CERTIFIED T0: O PHILIP B. CAMMANN w •2� 0 ::::.;::>:. ' ,�y �a (V41' FIRST INTERNATIONAL TITLE AGENCY 01 \A � G \`�\11 '�� ' \. DO•. v:r ::.. v::.:: LA m JV Z5' . ::. ti� [ \ Q4 n NOTES: ..:.. l; :.i::. r::::.::. "p \ �y,I0 \ CfXISTIIyG-ice_ I \� E / o� r ° • 4' " ( } fin':.::::. ':''::: �" `:::iEACNI ♦ _ EXISTING 1 NG�y 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM rrI NG LEVATIONS ARE SHOWN THUS: � I �, CMNG �o ° sF�o ••' c�:::•::::::::.::::.�:::: �^•^` ` 0� W EXISTING E msT...«:::` .> l Woo ,• EXISTING CONTOUR LINES ARE SHOWN THUS: >`� all, " """""«,,: ,:,,,,,,,,: Q r o I LAWN °S all, \.:._ Q1�? ::::::..:::....: EPs o a,r. R F 1 G - FIRST FLOOR I .. ...:. _, ;:;: :::. ,F- WOOF °Vk l J 8. GJ / c�c•N < STONES:::: ��.. \ OP O POR S - GARAGE FLOOR ::PACER. Sp,NDO ":::::: _O, /Xa= K 2. FLOOD ZONE INFORMATION TAKEN FROM: Doc �:..........:M....:.• i Q pp� FLOOD INSURANCE RATE MAP No. 3610300482 H F�9c E3- : ::`:::.�0 �oP :....._.:`': ::: CHIA�/y N 36.2 o7 z j' 129 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ori s N F'R 1/Z STO FCFC �'g * f �; f AME UR), %� F rR� aE ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD on s� o o::::::`4';:': `� QE 6.0. HOUSE a voQ 'v ��vF ��R WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN v� v� all. o q N 22 � SQUARE MILE; AND AREAS FR3TECTED BY LEVEES FROM 1% ANNUAL C;;ANCE- FLCOC. — Foo F o .. �� 362. U�o J Gt SLOG ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. S�g7E z2.s' BqS METION �J•��ti �, :.. /\ W00� \ 6.4' RANONfO S �O pP: :Nc T QOM 61 el / :.. .. `..� s f\.`;::o..... .. ,�sFo OT ti�RF — FOFq Fy �c...:::: ... ..................... G NT ✓of oN Fj ". ..:.:4, :.::::. '':::::::::::::::;;:•::::::::. ^' oNF LN\ ► tiF�p goy G�yosR��rC/ ..CF�gR:....... ::::::::::: J o Sg° F 40No all, >>lc� oi, 0'1,oF O a,, \„ �o , I awl, `F �tiall, ,, °o •. I0 66 , 4NE,, 000 1 0, 0 gF9 305 SON c � 1fAiA$ C1 A 0,3 \ 3�Oa0 Vt„' 0. UNAUTHORIZED ALTERATION OR ADDITION ,,,,� ----•-�7�� TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE 1 Ott EDUCATION LAW. C_ o0 COPIES OF THIS SURVEY MAP NOT BEARING r- r THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED a TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY d O <.. 1✓1/ IS PREPARED, AND ON HIS BEHALF TO THE O TITLE COMPANY, GOVERNMENTAL AGENCY AND �? LENDING INSTITUTION LISTED HEREON, AND O TO THE ASSIGNEES OF THE LENDING INSTI- d (/ TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY / AND/OR EASEMENTS OF RECORD, IF 1�/ ANY/NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM USE STANDARDS FOR TITLE SURVEYS AS ESTABLISHED III BY THE L.I. AND APPROVED AND ADOPTED Nathan Taft Corwin FOR SUCH USE BY..THEytNEW YQRK STATE LAND TITLE ASSOCIATIONs 4F INS Land Surveyor �'0��AF; )- k. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESSSO497f 1586 Main Road P.O. Box 16 '/? James ort, New York 11947 Jamesport, New York 11947 `x? N.Y.S. Lic. No. 50467 — DEEP HOLE CREEK Building Department Information: /o POSPISIL & BROWN Town of Southold Total Lot Area: 50,356 sf Section: 115 Block:12 Lot:21.3 Zone: R-40 Building Lot Coverage Chart ARCHITECTS P. C . Upland Lot Area:38,756 sf Required Frinciple Building Setbacks Accessory Building Setbacks Building: 1,298 sf Attached Garage: 283 sf Porches: 418 sf Front 50'-0° Front 50'-0" Pool: 648 sf Pool Patio: 800 sf Rear 50'-0" Rear Detached Garage: 544 sf I www.pospisilbrown.com 141 Hampton Road T.631.283.3465 Side 15'-0" Side 15'-0" Total Building Area=3,991 sf Southampton,NY. 11968 F:631.283.3593 (3,991 X 100)138,756 sf-- Side f=Side(Total) 35'-0" Floor Area 750 sf(Max) 10.3%Building Lot Coverage + 1 .2 Height 35-0"(Max) Height 22'-0" I Project Name: Lot Coverage Chart Building: sf ' Cammann Residence Principle Building Finished Floor Area Lot Coverage (refer to chart) Attached Garage: 283 283 sf Porches: 418 sf I Detached Garage � Existing Addition Proposed Total Required Proposed Pool: 648 sf Pool Patio: 800 sf � � OO I \ Dee Hole Drive Detached Garage: 544 sf I p First Floor 876 sf 442 sf 1,298 sf Building Lot Coverage 10.3% Existing Steps: 63 sf I � � Mattituck, New York Second Floor Total Lot Coverage o o Total Building Area=4,054 sf 133 sf 723 sf 856 sf g 20/o Max 10.5 /o138,756 (4,054 X 100) sf= 10.5% Lot Coverage / I Garage 283 sf 283 sf Total Finished Floor Area: 2,154 sf Edgeetlando s �/ / O Covered Porch 358 sf 60 sf 418 sf a13FJaCMrd by I £ Detached Garage En-Con5Ulatant5 544 I I+4.G sf 544 sf I � FLOOD ZONE AE I Climatic and Geographic Design Criteria / I Subject to Damage From I FLOOD ZONE X" Ground Winter Ice Shield Flood Air Air Seismic Wind Z / I 1 Snow Load Weathering Frost Termite Design Underlayment Hazard Freezing Freezing Design Speed I Grass Line Depth Temp. Required Index; Index Category I J� I Moderate 15 Yes No 1500 or less 52.2 B 130 mph 20 Severe 3'-0" to Heavy (ASCE 7p-10) I O I o +5.G I. b I 1 +G.7 II oo�cb000 1 S I O °o 0-- UTAMr-I CK II O I 1 I \ _-.. .-....�4.,� 1• +y.G �� y� oto o�oo ,� I O PC EFLECTryU E RED J REFLECTIVE WHI' ' II \0� QP�� J �t�'� o� A`NQGJ� / I Y ' %NTONE#187 ; I Q� \0 PJ I 6) X/ o G O� CC-0� I In I 7�0 �Qv I o a-/ I o Q +8.000 I Q 9 a 15 1 1" I 0Q o 0 0 o o to { Q OC,_ Propose Q `O�O� �� Covered O Porch 0 0 o v o O o d o DATE/ -O C; . .. .. __ Q a P X�. ro Proposed I l o0 \ Po a o Pool ! o �elocated AT 77 / I 1 , PNJ, OR, 1/2 �I Bllco Door / ® 7i `_1a�2 &,�ti"4 TO � e„ Fly: THF. STROKE 8.7 o n I— �, The construction type .,.- w I / L i. FOU'`:Irl r is = u, designation shall be I ade O , v nr r C d;tiesignation "II", iIII^,hal"Ivl b "V" I Build up OGbO 20-0° FOR i O.J1I,;_D C_.;P.G CT. of arou garage nO_p Re 2. F1C:�UOI^ i - FR,V':!"';G & PL.;: Elf:v to indicate the construction , i L)o I qulred " ^ I I classification of the I Q o Slde 3. I,d t.P,f IG,< structure under DESIGNATION FOR STRUCTURAL %f g �O I setback 1 4. FINAL - T! ,!; �;iJ_ section 602 Of the BCNYS COMPONENTS THAT ARE OF +7.5 I ck A- LOU I 137 COMP r- '` c:,.0. TRUSS TYPE CONSTRUCTION I I +7.4 fi:LL CONST ;l!C I Iv S,'rJr,+_L 'I ET Ti'E .0 ■ OOF" FLOOR FRAMING,INCLUDING I I " I Rr_Qt.:iREPdIFtV T:> �' CaY ? C''' ■ ■ GIRDERS AND BEAMS - r ' �`' 1 OF Ti-Ir''ODCS OF"1'" r'"� ■ ■ I oC I - GRAV L - T I'.r r ICI r r,r, f°R" ROOF FRAMING 6 RIVE AY Proposed Pool Eaulp. I I `rORK STATE. P'r�I i�cSr��(� G�� Fi t !f n I 1 5'-0" located In garage I 1 DESIGN Of; CONSTRUCTION ERRORS. B V�DI « File for Permit 2-26-20 FR FLOOR AND ROOF FRAMING Reclulred I I _.... 50e Yard I I Setback I Proposed new I WITH ALL C DES OF Note: driveway. I Cr;';';',PLY O, OF Sigr to be dl5played on Exterior of Building per code I I I I Nr_'dV YORK STATE & TOWN CODE THESEDRAWIOWNGS A ARCHITECTS,FICATIONS RE FOR USE SOLRTY LY �.. POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY r 2'-01, _ WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY 211-01 I AS R rLOU I R ED IONS O. . THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS Ln ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT 10,O OUTSIDE THE SCOPE OF THE WORK.POSPISIL&BROWN SOU i HOLD _,V ZBA ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN 0� I /` PROP I 8 SO rtOLD TOVfN PLANNING BOAfi f NLADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND MON LAW,STATUTORY AND OTHER RESERVED TS, A p 2 GA � I DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE R GARAGE O PROPRIETARYAND CANNOT BE COPIED,DUPLICATED,OR S0, HOLD TOWN TRUSTEES Q` I a I COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS, +9.5 — N I 1 iJ�i.S. C P.C. COPYRIGHT 2019. ALL RIGHTS RESERVED. Seal: �- ' — NT YARD 5ETBAGK 1 _ -- m REQUIRED 50-0 FRO 1 trT�"`s r ;",rzn l,,,q 1�. Q�C \� �� .,. u i ..,tiv� .-171 EE t i,.:.,,�,�-.` / P U;11'i TO C H A T LFi 123)6 Cr I TrE TCIVfS CODE. y '✓ +5.5 1 0]°4p5 �- 1 9TF. + 10.8 N - OF NE -C � a`9 F4 Cb it Q OQD2 Drawing Name: �NFX, 1 ....... SITE PLAN ell \ — . . Drawing Number: 01 ei + 11 .5 SITE PLAN DEEP HOLEDKIVE I Scale: _LII = 11-011 IG /V POSPISIL & BROWN ARCHITECTS , P. C. FLOOR PLAN LEGEND 27-0" 27'-0" www.pospisilbrown.com / New Framed Construction 141 Hampton Road T.631.283.3465 Southampton,NY. 11968 F: 631.283.3593 �• Poured Concrete - - - - - - - - - - - - - - - - - - - - - - - C.M.U. Block - I - - - - - - - - - - - - - - - - y - - - Eg. I cn I I'::, 5Y Equal ' D Project Name: 5%" I 6 Centerline I - I :` w 2 7'-0" 18'-7/2" 5/2 w i 1 o I I.:.:. I > POOL IS JF.V. Field Verify Cammann Residence p I J I J ( EQUIP. O.C. On Center y � Detached Garage g 8 g" m 1.0 Deep Hole Drive T.B.D. To Be Determined o N I mi 2- CAR GARAGE ml7 U.O.N. Unless Otherwise NotedN. I I Slab on Grade Mattituck, New York Provide haunch below wall above I I W A.F.F Above Finished Floor _ N I N N Note: All dimensions are from rough framing unless otherwise noted. — - N 2x 10 Ceillncj Joists @ I G" O.C. Top of Foundation Wall — — — — — — — — — — — - cn Elev. + 0'-C` III O 3 UNEXCAVATED I I o 0 5 I I 5 4" thick poured concrete slab with wwf GxG io WWM over G mil. I G-2 X 771 polyethylene vapor barrier over G STRUCTURAL PLAN LEGEND - 5 o sand over well-compacted sub-grade. — mp 0 ) I I & ( I i L I I I I Openerl (2) 14" x I I g' LVL Hdr. I w Steel Column q7!7— — — — — — — — — — — — — — — — — — — — — — — I " x 74" L0w �oor1� 2)14" x 7 ' LVL N (2) 49 h ® Wood Column — — — — — — — — — — — — — — — — — WDH G4WDI1 G42 _j Post From Above -— Beam Line 9'-G Drop Foundation @ Garage Doors G_3 L� Direction of Framing Above 5'-0" 221-011 5'-0" Equal 7'-93/4' 7'-93/4' Equal le Framing Notes: 5'-0" 22'-0" Gable End I .) Provide solid blocking below all frame walls. 27'-0" 2.) All dimensions are from framing unless otherwise noted. 3.) Use (3) 2x8 headers for windows and doors 27'-0" Overall unless otherwise noted. Fr-a U N DATION PLAN GARAGE FLOOR PLAN I 2 e: ' = 1 i-011 Scale: 411 = 11-01i WDH2O210 Gable Window abI;avc OAT ---- ------------------ -------------------� swimming pool I N ;+ �<� `ontractorto ELECTRICAL SYMBOL LEGEND provide electrical Ospecification for \ equipment Switch EQUOIP `° P File for Permit 2-26-20 P W �3 Three-Way Switch Note: m I I Duplex Outlet THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF _ 2x 1_2 Ridge I� POSPISIL 8 BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY O I I / WITH RESPECT TO THIS PROJECT.THEYARE NOT TO BE USED BY ]B / O Water roof Outlet (Exterior) THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS I n I WP p ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL&BROWN X a�`� °'' I Wall Mounted Fixture (Sconce) ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN - - J m 2- CAR GARAGE ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND 0 0 �� ° I I � DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE O % N i ` T P Porcelain Surface Mounted Ceiling Fixture PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR 2 X I T COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT N i \ WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS, I / I N I / P \ P Electrical Notes: COPYRIGHT 2019. ALL RIGHTS RESERVED. L 2x G R.R.I@ 32" o.c. I /�I / 1 .) All switches to be 44" o.c. above finished floor (AFF) unless noted otherwise. seal -� I \ - - - - - - � — -�ELED A 1 2x 10 R.R. 2x 10 R.R. /I @ I G" o.c. @ I G" O.C. I 5 / = sT 01 40'5 ceiling outlet for overhead I Drawing Name: door opener L------------- I \ H ------------------------_ __ WDH2O210 J \� � _ _ — _ — —__ ___ ___ __— _ _ _ - - _ — _ - - — � GARAGE FLOOR PLANS Gable Window `L GARAGE ELECTRICAL PLAN above To Main house ROOF FLAN ELECTRIC PLAN Drawing Number: 3 Scale: = P-O" . 4 Scale. 4 N POSPISIL & BROWN Top of Ridge Top of Upper Ridge ARCHITECTS P.C. 12 / Elev. + 15-I1 1 4" Elev. + 1 5'-11 4' 12 12 www.pospisilbrown.com ii I u �I � 'v 1> ' �iL I , 141 Ham ton Road P o- p T. 631.283.3465 Standing seam mtl. roof I Southampton,NY. 11968 ' F:631.283.3593 P T f Plate to dm 5elam t1. roo To of Plate o o to Top Top - I II Elev. +9 0 E ev 9 O I , I - -- -- -- - Project Name: - - - - - - - ammann Residence ---- - - - O.H.Garage door- -- DetachedGarage - - LifetimeA ltS hin -- - --- � p - Owner Selected -- Architectural sph a gles - -- - - - - - --- - Color: TBD Deep Hole Drive - Top of P.C. - - 4' Plywood roof sheathing w/ Mattituck New York - - - _ Top of Foundation Wall Foundation Wall Elev. +0'-0" Elev. +0'-0" 2x 10 roof rafters @ I G" o.c. Approx. Approx. grade grade 12 7 course grade- Ice and water shield on all eaves and valleys (min 24" from finished wall) OgL TOP OF WALLPLATE EL. GARAGE FRONT (SOUTH ) ELEVATION GARAGE REAR (NORTH) ELEVATION s I x fascia + crown- to match main house, ptd. I 2 Scale: 4" 4" = I '-O" i ?rovide I" continuous soffit vent o with plastic Insect screen note: paint (black) all exposed framing prior to stapling screen to soffit framing - meter cut - typical Top of Upper Ridge Top of Upper Ridge 10" R.O. I x4 centermatch beadboard soffit, ptd. Overha Elev. + 15'-113'I — 31I ng Elev + 15 i 'I 1' I 4 - 4 main n ftly Match trim o a n house. I;if IIS, i 1, 11_ I I i j I 1 .,. L I' L � I. 1: l 1 1' _ I N I' � I � I I � I I � � � I I.2 11111, _iL 'lie. I i. u I 7ij L IIS i . 1I�!� L. I i III I I I 1, it � I u � T0 of Plate i Tor, of Plate I II - EI + ev. 9 O - - - Mailbec, White Cedar - Double dipped Color: Sand Dune - Re Kea] - - ° Hydro Gap Drainable house wrap by'Benjamen Obdyke ' or equal - - -- -- 3/4" sheathing; see building department -_ --- ---- ` o o ' --- -- ---- o ° notes, sheet A-O for required sheathing fastening Info. - - Top of P.C. - \` '� - - - ` Top of P.C. 2x6 wall studs @ I G" o.c. - typ. - - - ` � - - � Approx. ----- Foundation Wall --- -- 3 , - -- - - --- ---------- --- Foundation Wall H - - - -- - - _ grade Elev. +0'-0" Approx. grade Elev. +0'-O" urrlcane 5trappeng 2) 2xG ACQ treated 5111 plate W/5111 sealer and 'Copperkraft' termite shield (Installed copper side up)- typ. — — _ — — — TOP OF FOUNDATION d `* O ° I� GARAGE S 1 D E (EA5T) ELEVATION GARAGE S1DE (WEST) ELEVATION Pr°vide parse Goat °" all fOundatl°n5. a 43a � 4 ° a II I II d a Scale: 4" 4 ° a a (I) heavy coat spray-on waterproofing File for Permit 2-26-20 a (by 'Watchdog' or approved equal) on Note: ° exterior face of all foundation Walls- typ. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY Top Of Ridge WITH RESPECT TO THIS PROJECT.THEYARE NOT TO BE USED BY Elev. + 15'-1 1 4" 4" thick poured concrete slab With wwf THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS =3I O ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT O E GxG I WWM over G mil,I, polyethylene OUTSIDE THE SCOPE OF THE WORK.POSPISIL&BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN vapor barrier over G" sand over ALL COMMON LAW,STATUTORYAND OTHER RESERVED RIGHTS, G. 2 G'I ° ° Well-COmpaCted 5ub-grade. IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND 12 �` O' ��O nch DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE '7 L,,` p 8 n � '\.� Hau � � PROPRIETARYAND CANNOT BE COPIED,DUPLICATED,OR 2-lJ 2xG C.T. @ 3211 O.G. @ End e COMMERCIALLY EXPLOITED.IN WHOLE OR IN PART WITHOUT a WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS, 0 o C a I 2 #5 Horz. Bars @ Top, middle Bottom P.C. COPYRIGHT 2019. ALL RIGHTS RESERVED. Top of Plate ° #5 dowels, bent @ 30" OC Seal: d /T 3 2" wide x I -L' deep continuous key jointX. Q �P m Continuous poured concrete footing (3000 psi) j J 3- #5 Cont. rebar_ 018�0� T QF N[Vd O p 0 I Drawing Name: GARAGE Top of P.C. Foundation Wall GARAGE ELEVATIONS Elev. +0'-0" `} SECTION THROUGH GARAGE TYPICAL SECTION DETAIL UNEXCAVATED TYPICAL GARAGE WALL SECTION DETAIL 6 Sca I e: 4" = 1 -0" Drawing Number: al SECTION THROUGH GARAGE o Scale: 411 = 1 '-O"