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27273-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28163 Date: 01/11/02 THIS CERTIFIES that the building ACCESSORY Location of Property: 40200 MAIN RD ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 9 Lot 8.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 19, 2001 pursuant to which Building Permit No. 27273-Z dated APRIL 27, 2001 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 BUILDING AS APPLIED FOR. ZBA #4905 DATED 1/4/01. NEW YORK STATE PETITION #2002-0003 . The certificate is issued to M.G.H. ENTERPRISES, INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-01-0004 12/14/01 ELECTRICAL CERTIFICATE NO. N 574842 10/30/01 PLUMBERS CERTIFICATION DATED 10/24/01 GALE KASKE Authorized Si nature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 27273 Z Date APRIL 27, 2001 Permission is hereby granted to: M.G.H. ENTERPRISES, INC. PO BOX 333 ORIENT,NY 11957 for CONSTRUCTION OF AN ACCESSORY BUILDING FOR EXISTING MARINA AS APPLIED FOR & AS PER ZBA #4905 . at premises located at 40200 MAIN RD ORIENT County Tax Map No. 473889 Section 015 Block 0009 Lot No. 008 . 001 pursuant to application dated APRIL 19, 2001 and approved by the Building Inspector. Fee $ 355 . 00 A Autho z d Signature ORIGINAL Rev. 2/19/98 r r - u Form No. 6 TOWN OF.SOUTHOLD u BUILDING DEPARTMENT •�ti C"� nfPT. TOWN HALL 765-1.802 APPLICATION FOR.-CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted •to the building inspector with. the following: 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 ftom 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 building and installations, a certificate of Code Comp.lianoe 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-coriforming uses, or -buildings -and "pre-existing" land uses: l: Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A-properly completed application and a.consent :to inspect, signed by the applicant. If a Certificate ofOcci}pancy is denied, ,the Building Insector ..shall state.the reasons therefor 'in writing'to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwellipg $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.-00. Businesses $50.00. . , . 2. Certificate of Occupancy on Pre-•existing Buildine - $100.00 3. Copy of Certificate of Occupancy - .2 4: Updated Certificate of Occupancy - $50.00 ` 5: Temporary -Certificate of Occupancy - Residential-. $15.00, Commercial $15.00 .Date ....loll"l.Qf. . .... ... . ...... . :. :. .. . New Construction::. N.. . ... Old Or Pre=existing u Vding. . ... %k/r p( Location of :Property... ::. .......... :.. . :. . ... ........... .... . .. . .. .. .. . .4....:.•. . . .. ... .. . ' House No. Street Hamlet Onwer or. Ownets of Property... ... .... .. . ... . . .. . . ........ .. :. .. . . . . . . . .. . .. . . .... . . . . . . . . . . . County Talc Map No 1000, Section. .. . .,'-I . . . . . . . . . .. . . . . . . . .. . . Subdivisi.on. . .. . ...�► ... . . . . . .. . .. . . . . . .. . . . . .. . .Filed Map. . . . . . . . . . .Lot. . .. . . . . . . . . . . . . . . . . . . t .7 Date Of Permit Applicant Permit No. . . . .. J. . . . . . .. . . ..•. . .... . . . . . . . ... . .. . . . . ... . . . . . . . .. . Health Dept. Approval. . . . . . . . . .��. . . . .. .. . .. .. Underwriters Approval. . ... . .. . . .. .... . . . . . . . . . Planning Board Approval. . . . . .. Y. . .. . . . .. .. . . ... Request for: Temporary Certificate. .. .. . . . . . . Final Certicate. . . . . . . . . 4 tee Submitted• ��+ oU �,S.BOARD MEMBERS S�FFO(,�► ��0�� C�Gy Southold Town Hall and P. Goehringer, Chairman 53095 Main Road James Dinizio, Jr. o H P.O. Box 1179 Lydia A. Tortora ^�+ Southold, New York 11971 Lora S. Collins d'j! ��� ZBA Fax(631) 765-9064 George Horning J* `�� Telephone (631) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD i r ` ' I FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 18, 2001 Appl. No. 4905 —ORIENT BY THE SEA MARINA/MGH ENTERPRISES (HAAS) Parcel Location: South Side of Main Road (S.R. 25), Orient PARCEL 1000-15-9-8.1 Date of Public Hearing: January 4, 2001. FINDINGS OF FACT PROPERTY FACTS: A site plan prepared by Arch itechnologies, dated October 19, 2000, shows the subject property to be a parcel of 4.55 acres lying between Main Road and Gardiner's Bay in Orient. It is improved with a restaurant and a marina for commercial and recreational fishing boats. BASIS OF APPEAL: Building Inspector's Notice of Disapproval, dated November 21, 2000, denying a permit to construct an accessory building because it would be 3 feet from the property line whereas Code section 121C(1) requires a minimum setback of 20 feet. RELIEF REQUESTED: Applicant requests a variance authorizing the location of the accessory building as proposed, with a 3-foot setback from the westerly lot line. REASONS FOR BOARD ACTION DESCRIBED BELOW: On the basis of testimony presented, materials submitted and personal inspection, the Board makes the following findings: F• (1) Applicant wants to provide adequate restrooms for marina patrons, as well as some cold storage for patrons' fish and ordinary storage space for his business. He proposes to build a 20 x 40-foot structure containing these facilities. (2) The property is deep from Main Road to the Bay, but narrow, and the entire center is a boat basin,` The relatively narrow strip of land between the westerly lot line and the boat basin is paved and provides vehicular access with parking spaces abutting the westerly lot line. The rational location for the proposed building is on this paved strip. Although there is open land near Gardiner's Bay, that would be a very inconvenient location for the proposed building. (3) In order to minimize interference with vehicular traffic moving through the property and using the parking spots on the westerly edge of the property, applicant wants to place the proposed building only 3 feet from the westerly lot line. The Board believes this location is desirable for vehicular and pedestrian safety. Since the land to the west is open parkland owned by New York State, construction in the proposed location will not produce an undesirable change in the character of the neighborhood or detriment to nearby properties. • Page 2—January 18, 2001 Appl. No. 4905—Orient by the Sea Marina 1000-15-9-8.1 at Orient (4) There is no evidence that grant of the requested variance will have an adverse effect or impact on physical or environmental conditions. (5) The action set forth below is the minimum necessary and adequate to enable applicant toy provide adequate restroom and storage facilities in a rational location while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION/ACTION: On motion by Member Collins, seconded by Member Dinizio, it was RESOLVED, to GRANT the requested variance subject to the CONDITION that the accessory structure shall at no time be used as sleeping or living quarters. Vote of the Board: AYES: Members Goehringer, Dinizio, Tortora, Collins. (Member Horning of Fishers Island was absent.) This Resolution was duly adopted (4-0). ERARD P. GOEHRINGE , CHAI AN THE NEW YORK BOARS 00, °1 l A` 1185077 BUREAU) OF ;ELECTXIMY' �v1�1 y� /7� 40 FULTON STREW°ET, NEYORKTM."NY` .0038 OCTOBER 30,2001 2001 12931.50 '101 N; Date Application No.,on ftle' THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant namOd on"flue wove"dpplic n number ats lri the 010*l0es ORIENT BY THE SEA REST. , MAIN RD RT 25 ORIENT, NY in the following location, ❑ Basement u lst Fl. ® 2nd Fl. OUT + Bleck Tek OCTOBER 22,2001 was examined on and found to be in lioee with"the Nw nal Eleetsrcq*Code.a FIXTURE FIXTURES � RAN " REGlACLEfi SWITCHESAMf " ";K.NF AAT E• T II�fIt,:. A OtIItETS INCIWpESCE FIUORESCFNT C1iNEl: 9 25 6 7 2 DRYERS FURNACE MOTORS FUTURE APPLIANCE REDERS,SPEMLkPECI� TN�IEe�tOCICS; Out NEW'ATaT. K.W. on N.r. aas H.P. Arxr. No. A:w. h�+r Mit+" �4bFt;" I�M�S;' TRI4NS.""rr; w r a ° SERVICE DISCONNECT NO.OF S ER V I C METER AMT. AMP. I TYPE EQUIP. It 2W i 0 3W 3 0 3W13 0 4YY NO. F CC r°C A aaa.,OF fil,ltiC""� �N PEIC OF cc GCkND.': „ E 1 200 CB 2 X 1 210 I L � OTHER APPARATUS: G.F.C.I,-4 3 ° ROSLAK ELEC'T'RIC LIC #3577" " P,O.BCX 164 CUTCHOGUE, NY, 11935-2453 #t tll:IkA ,AI N � A.O This ter!lllCate mutf not be altoteti U any manner,return to the c11NCs.aG the IlaaTt!tllytt ,.li # tmq y Irntia 4 ' o`Ag�FFO(��,o Town Hall,53095 Main Road Go . Z Fax(516)765-1823 P.O. Box 1179 0 • rry Telephone(516)765-1802 Southold, New York 11971 A �! OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: 1012 4,11,01 Building Permit No. o? 7;z .3 2— owner: —Owner: air, ' ✓� ti (please pri ) Plumber: c"' a\? Va S If el (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plu ers Signature) Sworn t/o� before me this �-( day of kS&wl Notary P lic, County AIZM;nW%EL C. ANIE Not" ubfi%S���Y0* puatlfied fin Sres Aug. 1• C CommWom FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -7. SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number M-G-H- Enterprises, Inc- BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg.No.)OR P.O. ROUTE AND BOX NO. Company NAIC Number Main Road CITY STATE ZIP CODE Orient, NY 11959 PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) 1000-15-09-08 BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use Comments section if necessary.) Non-residential LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: LJ GPS(Type): ( ##°-##'-##.##' or LL NAD 1927 LI NAD 1983 LJ USGS Quad Map LI Other: SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP COMMUNITY NAME&COMMUNITY NUMBER B2.COUNTY NAME B3.STATE Town of Southold360813 Suffolk I New York B4.MAP AND PANEL B5.SUFFIX B6.FIRM INDEX B7.FIRM PANEL B8.FLOOD I B9.BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO,use depth of flooding) 3610300088 G 05/04/98 AE El. 10 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. IJ FIS Profile JXJ FIRM 1J Community Determined LJ Other(Describe): 611. Indicate the elevation datum used for the BFE in B9:U NGVD 1929 1J NAVD 1988 L Other(Describe): B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? U Yes KJ No Designation Date: SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: LlConstruction Drawings' LJBuilding Under Construction' KJFinished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3. Elevations—Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/Al-A30,AR/AH,AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2.State the datum used. If the datum is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE.Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FI Yes 1XINo Q a)Top of bottom floor(including basement or enclosure) 7 3 ft.(m) io El b)Top of next higher floor _ft.(m) `� ° C' N*t,MEIZ ❑ c)Bottom of lowest horizontal structural member(V zones only) _ft.(m) o �o�' �q ❑ d)Attached garage(top of slab) _ft.(m) E , s I ❑ e)Lowest elevation of machinery and/or equipment servicing the building 10. 3 ft.(m) E C] 0 Lowest adjacent grade(LAG) 6. C ft.(m) i.r ❑ g)Highest adjacent grade(HAG) 6. 9 ft.(m) APO. 49e�° ❑ h)No.of permanent openings(flood vents)within 1 ft.above adjacent rade 4 8 N S� 13i)Total area of all permanent openings(flood vents)in C3h 51 sq.in.(sq.cm) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER John T. Metzger, L.S. 49618 TITLE COMPANY NAME President Peconic Surveyors, P.C. ADDRESS CITY STATE ZIP CODE P.O. Box 909 Southold, Y 11971 SIGNATOR Dec. 6 2001 T 631) 765-5020 FEMA Fo 81-31,AU SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPOR A T: In these spaces,copy the corresponding information from Section A. For Insurance Company Use: MILDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Policy Number CITY STATE ZIP CODE Company NAIC Number SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent/company,and(3)building owner. COMMENTS Restroom section of building has concrete block walls up to el 11 with flood-proof doors to be installed before storm or flood water. (no weep holes in this section) . I_I Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zone AO and Zone A(without BFE),complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed— see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) E2.The top of the bottom floor(including basement or enclosure)of the building is I—I I ft.(m)I I lin.(cm) (_J above or U below (check one)the highest adjacent grade. E3.For Building Diagrams 6-8 with openings(see page 7),the next higher floor or elevated floor(elevation b)of the building is LSI ft.(m)L—Uin.(cm)above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?I-1 Yes I-1 No I—I Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owners authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE Cl COMMENTS the U Check here if attachmf SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Con2p, Sections A, B,C(or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below. G1. I—I The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyo The engineer,or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of Abut of, elevatipn4ata in the Comments area below.) genay th G2. I_I A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BF Letter Of Zone AO. .- a'ea. A G3. I_I The following information(Items G4-G9)is provided for community floodplain management purposes. rteni G4.PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCi jg to Bj. N ISSUED CO cate inG7.This permit has been issued for: LJ New Construction LJ Substantial Improvement o>n utlityab, G8. Elevation of as-built lowest floor(including basement)of the building is: _ft.(m)Datum: a "c � nrt3 G9. BFE or(in Zone AO)depth of flooding at the building site is: _ft.(m)Datum: has aut 122 umunfty, LOCAL OFFICIAL'S NAME TITLE c�tTent ofity to COMMUNITY NAME TELEPHONE g 1-800munli helb SIGNATURE DATE jb Area 82, C'oun COMMENTS rte COunty�� , $3. State. tate E Ilt@j- I Ia FEMA Form 81-31,AUG 99 REPLACES APPLICATION PAGE 1 0( 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I• GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE, TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANT'S SIGNATURE) DATE r/ tAA3f/ SECTION 7: PROPOSED DEVELOPMENT (To be completed by APPLICAIt'T1 NAME ADDRESS �1,y, TELEPHONE`S APPLICANT �� �� 4A`A� p.O. �0 J J�j x, ��"� � "o���—I BUILDER PROJECT LOCATION: • To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing the project., location would be helpful. Nf� A�II�J 6�it� FDP(93) APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes) A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE New Structure O Residential (1-4 Family) ❑ Addition O Residential (More than 4 Family) ❑ Alteration ANon-residential (Floodproofing? O Ycs) ❑ Relocation O Combined Use (Residential & Commercial) ❑ Demolition ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? ❑ Ye-S) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: O Fill ❑ Mining ❑ Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) ❑ Road, Street or `$midge Construction ❑ Subdivision (New or Expansion) O Individual Water or Sey�,,cr S tem Other (Please Specify) S. G� After completing SECTION 2, APPLICANT should submit form to Local Adminucrator for review. SECTION 3 FLOODPLAIN DETERMINATION (To bo comalctcd by LOCAL ADMINIaRATOR) The proposed development is located on FIRM Panel No. Dated The Proposed Development: O IsI'M located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED)- 0 Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: 01' Ft. NGVD (MSL) O Unavailable ❑ The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE APPLICATION PAGE 3OF4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: --25 A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans, drawn to scale, and specifications, including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the fust floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the first floor. Also ❑ Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation N ,.-- , Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential only) FC NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other: SECTION 5• PERMTT DETERMINATION (To-be, completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A_ ❑ Is B. 0 Is not in conformance with provisions of Local Law 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A tis checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. • APPLICATION a PAGE a OF a APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION G• AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application)" Complete 1 or 2 below. 1" Actual (As-Built) Elevation of the top of the lowest floor, including basement in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATORI The LOCAL ADMINISTRATOR will complete this section as applicable based on-inspection of the project to ensure compliance with the communitys local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be competed by LOCAL ADMINISTRATORI Certificate of Compliance issued: DATE: BY: ' TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. A7Z l J PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: UP KN-EW BUILDING •D. 60ox 3 ❑ EXISTING BUILDING ❑ VACAN'T LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CER'T'IFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C/C(93) 0 MAY 18 Preparation of the Floodproofing Certificate for Non-Reside tial, ii1' The Floodproofing Certificate is required for all non-residential buildings to be floodproofed and is to be completed by the design professional. The first part of the Certificate contains informat- ion concerning the location and ownership of the building. FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-007 NATIONAL FLOOD INSURANCE PROGRAM FLOODPROOFING CERTIFICATE FOR NON-RESIDENTIAL STRUCTURES The floodproofing of non-residential buildings maybe permitted as an alternative to elevating to or above the Base Flood Elevation however, a floodproofing design certification is required. This form is to be used for that certification. Floodproofing of a residentia building does not alter a cummunity's floodplain management elevation requirements or affect the insurance rating unless the community has been issued an exception by FEMA to allow floodproofed residential basements. The permitting of a floodproofed residential basement requires a separate certification specifying that the design complies with the local floodplain management ordinance. L�-,,,- - 1N L FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER STREET ADD (including Apt.rynit,SttiZe�or Bldg.3Number)OR P.0 ROUTE AND BOX NUMBER COMPANY NAIC NUMBER d P '�� OTHER DESCRIPTION(Lot and Block Numbers,etc.) 9s ti CITY STATE ZIP CODE Building location and Ownership information Section I of the Certificate is the Flood Insurance Rate Map (FIRM) information, including the BFE used in designing the floodproofing system. Copies of the FIRM should be available through the community's floodplain administrator. SECTION I FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM: COMMUNITY NUMBER PANEL NUMBER SUFFIX DATE OF FIRM INDEX FIRM ZONE BASE FLOOD ELEVATION (in AO Zones use depth) oob� o i4t�. /v .Section I 10 r Section II requests information regarding the floodproofing design. The first item is the eleva- tion, referenced to the datum of the FIRM (generally the National Geodetic Vertical Datum of 1929), to which the building is floodproofed. This elevation must be equal to or greater than the BFE. It is important to note that for insurance rating purposes, the floodproofing design must provide protection to 1 foot above the BFE to receive rating credit. If the building is floodproofed only to the BFE, then the building's insurance rating will result in a higher pre- mium. Before a decision is made to floodproof to less than 1 foot above the BFE, insurance implications should be carefully considered. The second item is the height of the floodproofing above the lowest adjacent grade. This infor- mation is intended to be used by community building officials, FEMA, and NFIP insurance underwriters to analyze the level of safety that the floodproofing design will provide. Since floodwaters exert greater pressure on the floodproofed building as the height of the flooding increases (see Figure 1), floodproofing that exceeds 3 feet in height represents a greater risk and may result in insurance rates that reflect this increased risk. SECTION II FLOODPROOFING INFORMATION (By a Registered Professional Engineer or Architect) Floodproofing Design Elevation Information: Building is floodproofed to an elevation of -meet NGVD. (Elevation datum used must be the same as that on the FIRM.) Height of floodproofing on the building above the lowest adjacentrag de is feet. (NOTE.for insurance rating purposes, the building's floodproofed design elevation must be at least one foot above the Base Flood Elevation to receive rating credit. if the building is floodproofed onlJo the Base Flood Elevation, then the building's insurance rating will result in a higher premium.) Section II Section III is the actual certification of the floodproofing design as required in Section 60.3(c)(4) of the NFIP regulations. It is important to note that design professionals signing this form are certifying that they have developed and/or reviewed the design plans and specifications and find them in compliance with accepted standards of practice for dry floodproofing. This certification is based on the floodproofing design, not the as-built condition of the building. The person signing this form must be a registered professional engineer or architect within the state or territory where the building will be constructed or substantially improved. 11 SECTION III CERTIFICATION (By a Registered Professional Engineer or Architect) Non-Residential Floodproofed Construction Certification: I certify that based upon development and/or review of structural design, specifications, and plans for construction that the design and methods of construction are in accordance with accepted standards of practice for meeting the following provisions: The structure,together with attendant utilities and sanitary facilities, is watertight to the floodproofed design elevation indicated above, with walls that are substantially impermeable to the passage of water. All structural components are capable of resisting hydrostatic and hydrodynamic flood forces, including the effects of buoyancy,and anticipated debris impact forces. 1 certify that the information on this certificate represents my best effort to interpr v understand that any false statement maybe unishable by fine or imprisonment under 18 U.S. CS CE TIFIER'S NAME LICE N ER ) TITLE /J COMP N AD RES CITY I ZIP O SI NATURE ATE E Copies should be made of this certificate for: 1)community official,2)insurance agent/company,3)building owner. FEMA Form 81-65 Section III The NFIP The NFIP was created by Congress in 1968 to provide federally backed flood insurance cover- age, because flood insurance was generally unavailable from private insurance companies. The NFIP is also intended to reduce future flood losses by identifying floodprone areas and ensuring that new development in these areas is adequately protected from flood damage. The NFIP is based on an agreement between the federal government and participating communities that have been identified as being floodprone. FEMA, through the Federal Insurance Administration (FIA), makes flood insurance available to the residents of a participating community provided that the community adopts and enforces adequate floodplain management regulations that meet the minimum NFIP requirements. The NFIP encourages communities to adopt floodplain man- agement ordinances that exceed the minimum NFIP criteria. Included in the NFIP requirements, T.� found under Title 44 of the U.S. Code of Federal Regulations, are minimum building design and 12 F PLANNING BOARD MEMBERS O�QSUFF���C Town Hall, 53095 State Route 25 BENNETT ORLOWSKI,JR. Chairman O J.� P.O. Box 1179 WILLIAM J.CREMERS cz Z Southold,New York 11971-0959 KENNETH L.EDWARDS 01-oy • �� Telephone(631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 17, 2001 Ms. Nancy Dwyer Architecnologies 13405 Main Road P.O. Box 93 Mattituck, NY 11952 RE: Proposed Site Plan for Orient by the Sea Marina SCTM# 1000-15-9-8 Dear Ms. Dwyer: The following took place at a meeting of the Southold Town Planning Board on Monday, April 16, 2001: The final public hearing was closed. The following resolution was adopted: WHEREAS, this proposed site plan, to be known as site plan for Orient by the Sea Marina, is to construct an 800 square foot storage building and restroom; and WHEREAS, MGH Enterprises is the owner of the property known and designated as Orient by the Sea Marina, State Route 25, Orient, SCTM#1000-15-9-8; and WHEREAS, a formal application for the approval of this site plan was submitted on February 28, 2001; and WHEREAS, the Southold Town Planning Board has determined that this action is a Type II Action and not subject to review under the State Environmental Quality Review Act, (Article 8), Part 617; and Orient by the Sea Marina - Page Two-4/17/01 WHEREAS, this site plan, last revised March 22, 2001, was certified by the Building Inspector on April 9, 2001; and WHEREAS, a variance was granted by the Zoning Board of Appeals on March 22, 2001; and WHEREAS, the Architectural Review Committee has reviewed the elevation drawings and the Planning Board has accepted their recommendation for approval on April 4, 2001; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board authorize the Chairman to endorse the final surveys, dated March 22, 2001, subject to a one year review from date of building permit. Enclosed please find two copies of the approved site plan; one for your records and one to be submitted to the Building Department when you apply for a building permit. Please contact this office if you have any questions regarding the above. Very truly yours, U,ej t?A"/,k. , Bennett Orlowski, Jr. Chairman encl. cc: Tax Assessors, Building Dept. What is XYiOEX Advantages of XYIOEX MAY % a . Concrete Waterproofing n by ,. . �" g Can waterproof underground structures from CrystallizationTM inside against hydrostatic pressures„-sr�` ,r_ Although applied as a coating, XYPEX is a unique chemical By the process of osmosis and because the chemicals in treatment for the waterproofing and protection of concrete. XYPEX have an affinity with water, the crystalline formation Manufactured in the form of a dry powder compound, XYPEX migrates throughout the pores and capillary tracts of concrete consists of portland cement, very fine treated silica sand and even against strong hydrostatic pressure. various active proprietary chemicals. Protects concrete and reinforcing steel The XYPEX treatment is highly resistant to most aggressive substances. (pH 3-11 constant contact, 2-12 periodic contact). By preventing the intrusion of chemicals, salt water, sewage and other harmful materials, XYPEX protects concrete and How does XYOEX Waterproof reinforcing steel from deterioration and oxidation.The concrete is also protected against spalling, efflorescence, popouts and Concrete? other damages caused by weathering, bleeding of the salts and internal expansion and contraction during the freeze-thaw cycle. �� ' Permits concrete to breathe ;♦ Y The XYPEX crystalline formation has 'fixed-size' air spaces so small that water cannot pass through. However, it does allow the passage of air and vapor, thus the concrete is able to 'breathe' and become thoroughly dry, preventing moisture vapor buildup. Is Non-toxic XYPEXrod products have been approved by the U.S. Environ- mental Protection�5 Agency,A riculture Canada and many other government health agencies throughout the world for use on concrete structures that holdotable water or foodstuffs. T E p s he XYPEX treatment contains n o soly entsn a d emits no vapors. When mixed with water and applied as a Can be applied to moist or`green' concrete. XYPEX requires moisture to produce the crystalline formation. cementitious coating,the active chemicals in XYPEX Therefore, concrete that is moist or 'green' is ideal for the cause a catalytic reaction which generates a non- XYPEX treatment. If the concrete is dry, it must be soluble crystalline formation of dendritic . . . predampened prior to application. Some other advantages XYPEX is not just a coating. Because the crystalline formation becomes an integral part of the concrete, XYPEX does not rely on its surface coating to waterproof concrete. -XYPEX will seal hairline cracks up to X4 inch(0.4 mm). XYPEX does not require costly surface priming or leveling prior to application. XYPEX cannot puncture,tear or come apart at the seams. XYPEX does not require protection during backfilling or during placement of steel,wire mesh or other materials. XYPEX is less costly to apply than most other methods. Typical XYOEX Projects ♦ Reservoirs . . . fibres within the pores and capillary tracts of 6 Sewage and Water Treatment Tanks concrete. Thus the concrete becomes permanently ♦ Tunnels sealed against the penetration of water or liquids from any direction 4 Manholes • Underground Vaults • Foundations 4 Parking Decks I �- Independent Test Results Permeability- U.S.Army Corps of Engineers indicated average compressive strength increases of 20% for CRD-C-48-73 "Permeability of Concrete" XYPEX-treated specimens over untreated control samples. Two inch thick, 2000 PSI (13.8 MPa) XYPEX-treated concrete Freeze-Thaw and De-icing Chemical Resistance- samples were pressure tested up to a 405 ft. water head A.S.T.M.C672-76"Standard Test Method for Scaling (175 PSI-1.2 MPa), which was the limit of the testing apparatus. Resistance of Concrete Surfaces Exposed to De-icing While untreated samples showed marked leakage, the XYPEX Chemicals" treated samples, as a result of the crystallization process, became totally sealed and exhibited no measurable leakage. XYPEX-treated samples restricted chloride ion concentration to below the level necessary to promote electrolytic corrosion of Chemical Resistance-A.S.T.M.C267-77 reinforcing steel. Visual examination of untreated panels after 50 "Chemical Resistance of Mortars" cycles showed a marked increase in surface deterioration as XYPEX treated cylinders and untreated cylinders were exposed to compared to treated panels. such chemicals as hydrochloric acid, caustic soda, toluene, mineral Radiation Resistance-U.S.A.Standard No.N69-1967 oil, ethelyne glycol, pool chlorine and brake fluid. Results of these "Protective Coatings for the Nuclear Industry" studies indicated that chemical exposure did not have detrimental After exposure to 5.76x104 rads of gamma radiation, the XYPEX effects on the XYPEX coating. Tests following chemical exposure treatment revealed no ill effects or damages. Products thoroughly wetted with clean water (concrete should be saturated) to control surface suction, aid the proper curing of XYPEX crystalline waterproofing materials are packaged in the treatment and ensure the growth of the crystalline powder form and are mixed with water for application as a formation deep within the pores of the concrete. Of course, cementitious slurry coating on concrete surfaces, or as a Dry- excess surface water should be removed before the PacTm for sealing of construction joints and repair of cracks. application. XY0EX Concentrate Mixing for Slurry Coat Used as a single coating on above or below grade concrete,or XYPEX powder is mixed with clean water to a creamy as the first of a two coat application where two coats are consistency in the following proportions by volume: required (see XYPEX Specification Manual). Also used as a For brush application Dry-Pac for sealing strips (fillets) at construction joints, and for repair of cracks, faulty construction joints and honey combing. 1.5 lbs./sq.yd. — 5 parts powder to 2 parts water 2.0 Ibs.lsq.yd. — 3 parts powder to 1 part water XYPEX CONCENTRATE is the most chemically potent of the XYPEX crystalline waterproofing materials. For spray application 1.5 lbs./sq.yd. — 5 parts powder to 3 parts water (may vary M EX Modified with equipment type) Used as a second coat to reinforce XYPEX CONCENTRATE Mixing for Dry-Pac where two coats are required. Also used as an exterior damproofing. Mix 6 parts XYPEX CONCENTRATE powder with one part clean water by volume. Do not mix too wet (ie. a putty-like Coverage consistency),otherwise mix may crack and spall as it dries. For normal surface applications coverage per coat is: 1.5 Application pounds per square yard or 0.8 kilograms per square meter. The XYPEX treatment should be applied with a semi-stiff For construction joint surfaces coverage is: 2.0 pounds per square yard or 1.0 kilograms per square meter. bristle brush, janitor's broom (for large horizontal applications) See mixing instructions below. or with specialized spray equipment. For recommended equipment contact XYPEX Chemical Corporation or your nearest distributor Application Information The XYPEX treatment must be uniformly applied under the Surface Preparation conditions and quantities specified. One coat should have a Concrete surfaces to be treated must be clean and free of thickness of just under%a inch (1.2 mm). When a second coat laitance, dirt, films, paint, coatings or other foreign matter. The is required, it should be applied after the first coat has reached surfaces must also have an open capillary system so as to an initial set but is still `green' (less than 48 hr.). Light pre- p p y y watering between coats may be required due to drying. The provide`tooth and suction'for the XYPEX treatment. If surfaces XYPEX treatment cannot be applied in rain or during freezing are too smooth, the concrete should be acid etched or lightly conditions. For best results, application should take place at sandblasted(or waterblasted). temperatures above 40°F(4°C). Structural defects such as cracks,faulty construction joints and honeycombing should be routed out to sound concrete and Curing repaired in accordance with the XYPEX Specification Manual A misty fqg spray of water must be used for curing the XYPEX Repair Procedures. It should be noted, however, that XYPEX treatment. Curing must begin as soon as the XYPEX coating is not designed for use in expansion joints or chronic"moving" has hardened sufficiently so as not to be damaged by a fine cracks. , spray. Under most conditions it is sufficient to spray XYPEX Horizontal surfaces should preferably have a rough wood float treated surfaces three times a day for 2-3 days. In hot climates or broom finish. All concrete laitance must be removed either spraying may be required more frequently. During the curing by etching with muriatic acid or by light waterblasting or period the XYPEX treatment must be protected from rainfall, sandblasting. frost and puddling of water. Wetting Concrete For concrete structures that hold liquids(e.g.) reservoirs,tanks, etc.), the XYPEX treatment should be cured for three days and Prior to the application of XYPEX, concrete surfaces must be then allowed to set for 12 days before filling with liquid. Albert J. Krupski,President �O$uFF�(�C Town Hall James King,Vice-President ��� �Gy 53095 Route 25 ' Henry Smith o P.O.Box 1179 Southold,New York 11971-0959 Artie Foster v3 OR' Ken Poliwoda Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 27, 2000 Ms. Nancy Dwyer Architechnologies 13405 Main Rd. Mattituck, NY 11952 Re: ROBERT HAASE SCTM#15-9-8 Dear Ms. Dwyer: The following action was taken by the Board of Town Trustees during its regular meeting held on Wednesday, December 20, 2000 regarding the above matter: WHEREAS, Architechnologies on behalf of ROBERT HAASE applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold, application dated December 1, 2000, and WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on December 20, 2000 at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 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 97 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 ROBERT HAASE to build an accessory building which will be used for additional storage and restroom facilities for the marina. BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency which may also have an application pending for the same or similar project. Permit to construct and complete project will expire two years from the date it is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Two inspections are required and the Trustees are to be notified upon completion of said project. Fees: None Very truly yours, Albert J. Krupski, Jr. President, Board of Trustees AJK/lms cc: Building Dept. DEC Health Dept. A` itMOW.. s Board Of Southold Town Trustees SOUTHOLD, NEW YORK ^` Decee , 20 , PERMIT NO. _ __... DATE: ........ . ....mb.....r....27.. . ROBERT HAASE rISSUED TO ....................................... ' Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS �.. IN AND ON TOWN WATERS AND PUBLIC LANDS and the ,3 REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'`. and in accordance with the ecember 20, D Resolution of The Board adopted at a meeting held on .............................. 2000., $and in consideration of the sum of150.00 paid by - Robert Haase ........................................................................ Orient N. Y. and subject to the of ......................................................................................... I Terms and Conditions listed on the reverse side hereof, t , of Southold Town Trustees authorizes and permits the following: Wetland Permit to build an accessory building which will be used 1 for additional storage and restroom facilities for the marina. all in accordance with the detailed specifications as presented in the originating application.' IN WITNESS WHEREOF, The said Board of Trustees here- by causes itv Corporate Seal to be affixed, and these- resents to.. ty pp :�.. �• .,. be subscribed by a majority of the said Board as of #his date..- s y • MA.. i� .�► Ott �'' 1 1 � _ TERMS and CONDITIONS The Permittee Robert Haase residing at Main Road, .Orient N. yy as part of the consideration for the issuance of the Permit does understand and prescribe to the fol- lowing 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any oper- ation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold 2. That this Permit is valid for .a period of 24 mos. which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that au8r- Iorization was originally obtained. 4. That the work involved will be subject to the .inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application, may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the wodc herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations . in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the, wodc shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work or project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the Completion of the work auth- orized. 9. That the Permittee will obtain all other permits and consents that may be required sup. plemental to this permit which may be subject to revoke upon failure to obtain same. Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 04/23/01 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit- Construct. Non-resid. $25.00 Total Paid: $25.00 Name: Orient, By The Sea Po Box 333 Orient, NY 11957 Clerk ID: LYNDAB Internal ID:30511 New York State Department of Environmental Conservation Division of Environmental Permits, Region One Aak Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 FAX: (631) 444-0360 Inhow John P. Cahill Commissioner January 22, 2001 Robert Haase I Orient By The Sea Marina P.O. Box 333 Main Rd. Orient,NY 11957-03333 Re: 1-4738-00898/00011-0 Dear Mr. Haase Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The proposed shed is landward of an existing,functional bulkhead greater than 100' in length and constructed prior to 8/20/77. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that 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 necessary precautions are taken to p3 �zany sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wedands 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 hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, CQ1'�- Deputy Regional Permit Administrator cc: 4�- 27c) 765-1802 BUILDING DEPT. NSPECTION [ OUNDATION IST [ ] ROUGH PLBG. [ j FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ,DATE .� � D IN8PECT0 yrs-ieo2 BUILDING DEPT. INSPECTION [ FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ,DATE INSPECTOR �� M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [v-feROUGH PLBG �/ [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: DATE 3 e2-av/ INSPECTOR �� BUILDING DEPT. INSPECTIO" [ ] FOUNDATION IST [ ROUGH PLBG. [ ] DATION 2ND [ ] INSULATION 7N [ FRAMING [ ] FINAL e [ ] FIREPLACE & CHIMNEY REMARKS: DATE elINSPECT P-7; -7 5 ; M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R N PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: r.. 12 DATE D/ INSPECTO 73 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INS TION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE D INSPECTOR • o diV BONN 10RAWRIPM14� I� ■ L D C- _... Z G f+ BOARD OF HEALTH : . . . . . . . .. FORM NO. 1 3 SETS OF PLANS i. TOWN OF SOUTHOLD SURVEY r,. . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL f - � SEPTIC FORM . SOUTHOLD, N.Y. 11971 �d - TEL: 765-1802 CALL -W.3-o?.qA . . . . . t amined .................. 20.... MAIL TO: . . . . . . . . . . . . . . . . . . . . app wed... ......... ►.. Permit No a70?.3..;�7: ....................... ........... Disapproveda/c .................................. ................................... ......................................... ........... (Building I ' ' to ) APPLICATION FOR BUILDING PERMIT A Date A . .. . .' . . . . . , 20.0.4 INSTRUCTIONS a. 'This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wi 3 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this application. 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 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HERESY MATE 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. ...�1GH �is...................... (Signature of applicant, or name, if a corporation) .....( • • • •-.• ..•...•..• Mailingaddressofapplicant) • State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ........................................................................................................................ Hareof owner of premises 5�.4.... ..�... -.. ji4A!*....................................... (as on the tax roll or latest deed) If licant is a ration, signature of duly authorized officer. _ V. Name and.title of corporate officer) •.. '•.••.••..'. Builders License No. ......................... Plumbers License No. Electricians License No. ..................... Other Trade's License No. .................... I. Location of land on which proposed work will be done.............................................................. ............Jl!�A1ic� 12op�1 .....�.�'..... ............................... .. ............................... . . Haase Number Street Q et County Tax Map No. 1000 Section ....1.C......... Block ........1....... Int ....e.......... Subdivision ...................................... Filed Map No. .......... lot ... ..... ............ (Name) 2. State existing use and occupancy of premises and intended use and occupancy 4Wgp4®®d constructioi !0A�v++1 a. Existing use and occupancy M*.r-4K-)AC.......................................�...................`�... • 1 b. Intended use and occupancyIU4. .............................................................. Lki u. WUtK kuWt:A 141101 gppticable1: New Building .......... Addition .......... Alteration .......... Repair ............ Renoval ............. Demolition ............ Other Work .................................. DescT �q on Estimated Cost .�464.ov-.O........... fee ( ................ ip it' ............................. (to be paid on filing this application) '�. If dwelling, nurher of dwelling units ............ Number of dwelling units on each floor ................ Ifgarage, nunber of cars ...................................... If business, cownercial or mimed occupancy, specify nature and extent of each type of use. .. Dimensions of existing structures, if any: Front................ Rear ............... Depth ................. Height ........................ Number of Stories ...................... Dimensions of same structure with alterations or additions: Dont ............... Rear ............... Depth .................... Height .................... Ibmber of Stories ............ Dimensions of entire new, construction: Front ....4Q........ Rear ..... ....... Depth ....off...... Height .........a�............. umber of Stories .... ...... Size of lot: Front .................... Rear .................... Depth .................... 0. Date of Purchase ..................... Name of Former Owner ........................................ I. Zone or use district in Which premises are situated ..... ..................................................... 2. Does proposed construction violate arty zoning law, ordinance or regulation: ...OQ ............... 3. Will lot be regraded ... ......... Will excess fill be removed from premises: YES O 4. Names of Owner of premises � �fi. �`A`.�.'r�...... Address prI.W. I�... 0121 �; Phone No. ..........�...7 Name of Architect .. 1?�N� �!t-��i;OIrIS........ Address .��#.yG .•.-•••••••.• Phone No. e'.` : Nave of Contractor OWNi� .#U aG�- .�s.cats ..............................Phone No. .............. 5. is this property within 300 feet of a tidal Wetland? * YES .. .... NO .......... *IF YES, S0IlMD MW 1RU3IW PF.[+W MAY BL+.MQUIRF.D. V,"ULV-144-6 Ab PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions iom property lines. Give street and block number or description according to deed, and show street names and indicate nether interior or corner lot. S�� rAlE Or Ns , S.S "IY O .. ........ ...... .: .. 5 .......................being duly sworn, deposes and says that he is the applicant Horne of individual si og contract) ,xm named, isthe ................... ... �;�. .......................................................... (Contractor, age e,.x5rpoa•e'officer, etc.) f` said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this pplication; that all statements contained in this application are true to the best of his knowledge and belief.; and iiat the Work will be performed in the manner set forth in the application filed therewith. corn. o be Be this ... - 20 ... ay of . . . .. ...... . l. Notary Publi ... .[..'!. .................. LYNDA M.BOHN (Signature of Applicant) NOTARY PUBLIC,State of New Ybtlt No.01 B06020932 Qualified in Suffolk CourL Term Expires March 8,20 TEST HOLE 3I 6,7 SCDHS Ref.# CIO-0I-0004 - ' AsphWl z SEPTIC SYSTEM endo oom loom MEASUREMENTS , Brown loamybldg crc re c.cc A B got flIr, ale 9ra.de yiixc� I 3e 42' IL v ML - - proposed grade m yam,/( Z 24' 3' I MPrared The locations of wells and cesspools ,a.2 ,E5 IEoo GAL. °"p °IP a z�' zr L n C.tO O \ dC�O� ---•�.� p Pah brown • SEPTIC TAW IE 53 IE 5.1 CESSPOOL 3. 5 24' A" Lv shown hereon are from field observations Ike to e I m 30• 3L L.F and or from data obtained from others. With. sand a, dl. =eYar or r•,,,,phan ,=a , 30 le n wla 10% 9rO✓nit wafer _L i_ el l.o gravel 5W S ,• nlshesr sea=moo-( el l.o• CENTER C.P. OF / am famlllar with the STANDARDS FOR APPROVALPOOL CLUSTER Water M pale AND CONSTRUCTION OF SUBSURFA.0 SEWAGE brown a+e DISPOSAL SYSTEMS FOR SINGLE PA LLY RESIDENCES l0 cooue PROPOSED SEWAGE DISPOSAL SYSTEM B PL. OOLS"and will abide by the conditions set forth therein and on the ioz royal cast one CRETE SE'PTICLTANI(LAR I�TW/OF LEACHING permit to construct s w POOLS TO BE.B'ABOVE GRWINOWATER 12' - CROSS SECTION - SEPTIC SYSTEM LAND OF THE STATE OF NEW YORK VACANT 03 y SPIT RAJ. PEM-E 800.0 0 N 09-q_0a'45- W -- T— ptR.E�-o o—„—.✓6.2-0 o_y"__o--0 o o--n o - 0 1-0 0 0 o —o— o—o—'o • Lv 0• regi aor •• Pllws .cage of paveman P 1.01 (, loo 9 m�iW rrn.ron,w OO LW000 Fl \`�aP 4ebvva DECK Tsr m 2 N. 04'40'45' W. 20012 Wtttc /m. ` vnw (p o / =••'�o )ST __.p a v e m e n E �, eyab �f<xlsf,n9 TYABER BULKHEAD O v LPs Olde 76106.5 _ m � ' ' L lblk--�--T/bIM I/blY t.f O PILINGSST 0 0 0 0 0 0 a , . 3 '6 .• � 3 D O C K r A� Oy, P 1 L ,1 N G S DECK 0 0 0 o a o GAS I ` PPCD� `Y SITE DATA D 0 C K s SITE AREA -- 4-.6 ACRES+ N) NEW RESTROOM AREA = 800 sq. ft. TIMBER BULKHEAD x (31 FEN E ON LINE ALLOWABLE SAIVITARY FLOW DENSITY �J WIRE GROUND WATER MANAGMENT ZONE, IV ALLOWABLE FLOW FOR SITE 300 g.p.d / acre 300 gpd • 4.6 = 1380 g.p.d. SEWAGEDISPOSAL SYSTEM DESIGN CAL CULABM5 S. 43'20" E' TES ' GOVERNMEN (�WRESTROOMS) THE UNITED STA USE, 10 gpd per boat slip { AND OF ' 1 to service 45 slips 43 x /0 gpd = 450 gpd. SEWAGEDISPOSAL SYSTEMDES/GN SEPTIC TANK 2 DAY FLOW 450 x 2 = 900 gpd. PROVIDE /200 gal. SEPTIC TANK ' MAP OF PROPERTY LEACHING POOLS 450 11.5 = 300 sa. fl. LEACHING AREA AT ORIENT POINT PROVIDE min. 300 sq. ft. LEACHING AREA TOWN OF SOUTHOLD SUFFOLK COUNTY , N. Y. 1000 - 15 - 09 - 08 SCALE: 1" = 40' FEB. 2, 2001 FEB. B, 2001 1 revision 1 MAR. 7, 2001 JUNANY A� A roN 07 JW3 ro 3upvE'y s q w C /oN NOV. 2/ 200101 1 f conc. evlslfon dation 1 ��F NEW yDA� TI 209 OF THE Yr,O$R(K�L,�S'��ASp/pTp gE2O�UdfCLE��T£P LAj�W ONS Dec. 5, 200/ (/(nGl) y1Q���.�' rrOFi W� SE a��� 9l REON. SEO EAL OF -SU YOR O tp * S ELEVATIONS ARE REFERENCED TO NG.VD. Y.S. LIC. N0. 496(B AADDDIITIOOONALLLY TO COMPLY WITH SAIDLAW THE(/TERM�IpyVE'ALTERED BY' 9HOdGHT R L/RV �k'SA E NO7 IRfJMCOMPLI NCE W/TH4o'AYW. MAPPING INFORMATION FROM OFFICE RECORDS ECO UR , P, •"" 6311 5,. 5 FAO!, l 765 - 1797 AND ACTUAL FIELD SURVEYS. .. P. 0, B o nab O 1230 T A T SOUTHOLDr I 98 - 356 FLOODZON& E_,D FLS p�E�R*460 aourHocn Tom c�coq ._ ..,....�".__--•...•._,.., , _.�,__ __ _,.._�-.-.__.____--�^------�---�- _..__ _.._- -^—�—'—»rte-�=--�.-, . �, , . `^;En ' 7E3T HOLE A d i A I vend .f�.�y�Jyp/c + I and oom P411"3 Brown lower 11: a, e '° 'o y'a" " ` - " _ 4�>Fovnd grade ¢� h - i �� .�• � !`` 3. aAw°v a __ �, � P r _ _ a wpr°v.aJ B, ���/ ' The. lmcn!lons d! wolfs and cesspools izoo DAL >T PaN brown I-I,�/lE„ SEPnC T1 c 5 w ..c shown hereon aFd from feWohservallans &I, to cr, ` and of .from data obtained from others. coon. and -4 Wlh 10% 9, ,,ren e. ,o , 9nwr 5.4 5•r' g�f , .a+' "- ' CENTER ,_P US ! am Pomlllor wlth fhp STANDARDS FOR APPROVAL war« In pan Pool CLUSTER EXGAVATIU iNBp AND a rwnglaRLfCTi hb 4F 5UBSURF Sf11AGE brown NR 111RFT� 13ISPO,SAL' SYSTEMS FOR SIN(iL£'FA�(�t/l,`Y� RESIDENCES to coa.,e PROPOSED sEwnnE 01SP AL SYSTfw e POOLS �q���YB�� A� wand wilb W(rH CLEAN SAND a' COLLAR Iron GAL. PREoEacHwE `",. �`HEAUT'i DEPA NT l a the CAST CONCRETE SEPTIC 711 BOTTOM h the cond�fions set larch the eln and n As and wm abiQ9. Y h ro% gr°.ei ' �rm11 !a CmnS1rUC1. PODLS TU BE 2' ASCIF fiROUNOWATFR CROSS SECTION - SEPTIC SYSTEM l,I T OF NEIN YORK STATE LAND OF THE ., , NOW CRANGE(S) s ,,.F ne., r•.nt-ao�n. ..- . : by Opt - - - - . i,ro.o- C f..u., ' ` � -_ 7777" n�v -AJ eo,ge of po-.rmenl - 800.00' . .�. OI�(M�1.glIYICB6 010 N. 04'40'45' W. E :, !i�•r r�Ar � E o O V d O I P Ar/ rOu FIE N. 04°40'45' W. 200_ f rgreERBULKr�ur - w J , u YYYx/5q P I L I NGS i ILD I. I oocK - P _ I N 13 . �1 DECK I� ' \. ' Y� L k ,, a r , . � �� _ ,� S � / / I L 11 — ., -'w[`Y•yd]ri$Qta2l:.'LS���,. ... *� C D 0 C K S — - — .i TI; deMFmiaS d*d i,3.(.�urldcd� r „ , T SITE, DATA SITE A'RA, A.V ACREu�'? _iR BULKHEAD " _ rt. � i I,r�'►ry RESTROOM AREA = 800 sq ft EEec ...---""� WAT9RFFOL LINO(SIQDUO1M ,. fN6(+ii�} S ' I ALL.OWA E q gNyTARY FLOW L1ENSlTV SUCALLJtSj ' MY DE 8,46E M6LINI' 51SI C 7 �J-_._-- - � � crALrr9lf�' 'r A8 Apu�,alFr G(tOUND WAFER MANAGMENT ZONE' !V �� I - - - ALLOWABLE FLOW FOR SITE 300 9.P.d / acre \ LL—__ $ (7111. INSI�fi(S�►IQ►,I{'l�j,. L•.I, M+{ 1 I gpd a, 4'.6 = 13810 g,p.d. GOVERNMENT .. , SEfdAQE°plSPO$AL SYSTEMOESKatVGALCL2AnoNs 5, 11'43'20' F' STAT O hu, (*WRb8TRgc�itsl �% LAND OF THE NfTED U {�•.UFfOLiC NTYpEJsAl�ti't.1G�WTOF� Tti i 0l8 '. U,6Er�, ID gpd per boot slip ' _ - T i APPROVEpFpRCON9TRUCTION'OKy, w jl r0 sbrvtce bot45ri _ ti5r N0 C'o —a: -nCO:f FLOW' 45 w 10 qpd 490 gpd. awltary SEWAGED78POSAL SYSTEMbES/GN a vJi I nc '.' -vnt a; the. VB ! i - rt t swvi cr T ' p�ra,rant Vo I&RC VB and : - ,y" nor Inv t,;Op.Gw.r,r .,. "._� 000a Ped is not ap e%grassed + nor Implwd dpproVal 0 d'-charily herr (r ow0py.,�e SEPTIC TANK 2 DAY FLOW - Uae 4S0 F 2 = 900 ,gpd. .t stalCNra(s) shown. THIS APP}IOVAL EXFIRES TFIRB@{S)' . . ' 410 K 0Ic^00 qal. SEPTIC TANK .,1; YEARS FROM THEQATF'@L`�3'V: ' MAP OF I�ROPERT Y fA � s A T ORIENT POINT r sl�rah "E f..5 = 300 °q. !L LEACHING AREA w C {..� t 'PRQVIDE1 mq, 300 sq. /I. LEACMN6 ARE TOWN OF V� T I s'OL D, N,I , . t KNI 1 SUFFOLK COUNTY- , N. A��' 4 1000 - 115 - 09 - 08 SCALE: 1" = 40' FEB. 2, 2001 I is FEB. BI ��LcJO! ( revision 1 ,4y� • k ,o�� - 1_yfp� � t MARE, d n y WAA &rYOR ELEVATIONS ARE REFERENCED TO N6,IN.D. r r r n'wr H son c aw THE r w "AL,rc a tb}�• � � liC. NC7 4�t�8 Y " `� MAPPING tWORMATION FR©M OFFICE RECORDS ' 1R.gU S CY'FAX,tS90 76S fzJ ', g� r •>�L� j ".V '�13a IAN E� M•, AND ACrUAC FIELD SURVEYS. °." 1)?., MA1�r<El2' $TR�ET SOUTHOLD, IV.Y. 1191 $ , 366 31 p AP'R . 2901 Southold Town PkMkW8Wd GENERAL NOTES : —-_ -- -- 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES TEST BORING �- {] RAWING, LIST: AND ORDINANCES. STATE OF N. �I'Y _ YORK q-SLTE e1TS.P1�µN 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE _ ""r�.-I-� f" �A.1 FLOOR.PLANS &ELEV. �IR�I� �Z OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND ' Qrr�yf OF - O WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUB-CONTRACTORS Iw.e� , LFI 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND OP1°Q40W N CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS E FROM THE DIMENSIONS SHOWN. m �,,, PROPOSED NEW 20' X 40 RESTROOM t 7 / STORAGE FACILITY. EXISTING PARKINC4TOREMAIN. B00.O' `r✓ O 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED. I W' O O �,,oelroN¢"v a ° ., ° EXISTING PARKING TO REMAIN. 3�0" (PROP. OFFSET) at 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROP. DECK APP, BY SOUTHOLD TOWN ZONING BDJ N, O4 40 45 O u �., m 0 PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, KEY PLAN '�° 8.5' X 11 .O (AS PROPO D sr leI„Irp �M ® I N 1Z. COLLAPSE, DISTORTION, AND MIS-ALLIGNMENT ACCORDING TO ALL APPLICABLE X B' DIA. 'iG�44 CODES. ¢;,€ N.T.S. PROP. C.B. 2' E ® ® N a H . i %' !- ® R J777TTM l o> (o ASPHALT PAVEMENT 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO ��;, PL N ® THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED (0 1(01 / BULKHEAD V 00 00 INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. °* (° o '' ( TIME;ER ,• •qg 1 ,z000N.. 30' '•1`/- c.P Mrn D 7, THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS 5T RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. ASPHALT PAVEMENT I Q •p 8. ANY"EXTRAS” FOR ALL OR LEGITIMATE UNFORSEEN CONDITIONS SHALL BE -�—{ Q• 'D N a DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO BLDG•� 01 STARTING ADDITIONAL WORK. LINE OF REAR OF EX LL T_I �� G b 9 DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING 0 ° ° - UI PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. ° 0 ° I O I 0- REER TO CONSTRUCT DRAWINGS FOR SIZES. 0 ° ----'I CV U 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #12 CONST. GRADE OR BETTER. PILINGS le+v st20- 0 Z_I �I UI 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK 0 0 ° ° 0 `l * Ln G SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. II 6 ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE PROCEEDING. - Z J 'S PI L I N G S FOUNDATION_ NOTES : ;� 9<�, ° ° ° ° 1. BASED ON SOIL BEARING CAPACITY, TWO TON PER SQ INCH SUBJECT TO INSPECTION AND VERIFICATION. ti0 _ 2. ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL. NO FOOTING SHALL S a " PROPOSED SITE PLAN BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING. _ 0 STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM. vl9 9A D O C K S BULK20" E• 1000 - 15= 9_- $ SCALE 1" = 20' J 3 ANCHOR BOLTS TO BE AT LEAST 1/2" IN DIAMETER AND 10" IN LENGTH WITH A n 'Qy� \ (�h�. IX S. Al 4� PROPERTY OWNER: MAXIMUM SPACING OF 4'-O•' ON CENTER. y l QO p \ MGH ENTERPWSES,ROBERT HAASE w a / ORE3NT By THE SEA MARINA r.l 4 ALL CONCRETE TO BE 1:2:3 MIX; 2500 LB. CAPACITY UNLESS OTHERWISE NOTED //II P.O.BOX 333 If+7-II OR SPECIFIED. O Iv X� xCE ON LINE ��( ORIENT,NEW YORK 1195'1 11 I 5. IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE \ i ���WtRE FEN` '(.RNM - ZONING. PARKING: DRAINAGE:. W ASTM-145 WITH FULL MORTAR JOINTS. CORNERS ARE TO HAVE CORES FILLED I r±Oy G M-lza 000 u R Lnaus RE4111R6F18NTB: PARK}N09GVARB PUOTAOE: SOLID WITH REINFORCEMErJT. CORES WITH ANCHOR BOLTS ARE TO BE FILLED vl _-- - a�,vao SQ.PT. TWO COURSES DOWN. SEE NOTE 3ABOVE �F8 — i TAPES MAXENUM IAT COVERAGE: 10%, I SPACE PER RVPRY BOAT SLIP; EXISTEVG bRAEYAGE TO REMAIN, Q 1 SPACE PER EVERY 3 RESTAURANT SEATS. 6. PROVIDE 0.025"ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL 'F S - TOTAL GROSS AREA OF FIRST FL.: _000kft ISLD PERIMETER SILLS \ "!� N�T*GD (EXISTING BG R PROP.DLDG.) TOTAL: RIGSTEU3 BLDG SQUARE FOOTAGE: 85 BOAT SUPS-85 312M SQ.FT. 1 t PROP. LUO ,nQT AREA 100 HUITT'DEJATS-PARKING BPACE34 PAP�G CES EXL9TPIG DRAAIAO£TO REMAIN O P ALL WOOD E CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR I O� T� - - L-f-- TOTAL LOTCGVH BUILD .: 3A TOTAL ACCESSORY Br L ING- Ic a�A�s PROPOSED BLDG.SQ.POdI'BOE:� PRESSURE TREATED. /_ 1 - TOTAL RERVERED- tzo sPAces - _ TOTAL 4,OW ul•R. -- - _ - - - - ° - PROPOSED DRAINAGE 1ATCH B S: O MATERIAL OF PROP.BUILDING: 2-R'-O"did.XRA deep CATCH E SME. FOUNDATION LEGEND : SB Gss,CB wG• AR`ows. GGP — SHINGLES,CLAD D.H.WINDOWS. PROPOSED BVI DMG HT. 1910•'+4- INFORMATION TAKEIJ PAOM BVRVBY 0 EXISTING BRICK 12"W FOUNDATION WALL TO REMAIN rRerwwFD BY PBcoNlc suaysvoRe .()olW MPrLOBR)VwIBD I].10.9R 0 �lirls NEW 2'-0"W. X 10" D. P. CONC. FOOTING. PROV, 12" BLOCK U) FOUNDATION WALL WITH 1 COURSE OF BRICK ON EXTERIOR SIDE OF FOUNDATION. 8" BLOCK AT THIS POINT TO UNDER- /� /W SIDE OF FLOOR JOISTS ABOVE. DRAWING LIST: LL PROVIDE DAMCOMPLETE FOUFINGNDATION PROV. MIN. 9" X 12" INFLOW/ e" L W1 SLK. FOUNDATION Y F^�w NEW 2'-0"W. X 2'-0"W. X 10" D P. CONC. FOOTING ON OF COMPLETE FOUNDATION WALL W/2'-O" X 1 O" D. _ - - __------ ---'-"----'- - - CLEAN COMPACTED GROUND. PERIMETER (TYP. ALL) OUTFLOW VENT ( LOUVERED FOOTING (TPP. ALL) Q & SCREENED) FLUSH W/SLAB. PROV. W.W.M. IN WALL A.O FOUNDATION PLAN (TYPICAL ALL) (x011'-O" DATUM 'FLOOD HT.) A. 1 FIRST & SECOND FLR. PLANS (W - FOOTING. 351 P. CONC. �' A.2 SECOND FLOOR PLAN DOOR LEGEND : 35' 5' o f , TON EAD CONTENT BEFIOR Z NOTE. ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE • . •• • .,•; • > • : _ „, .r. : •,••- .., .'.. ,. �, ,t ,'` . — IFICATEOFOCCUPAN PLUMBER ONL CERT UNLESS OTHERWISE NOTED. PROV. SCREEN DOOR UNITS FOR ALL EXT DOORS _ _ _ _ _ _ _ _ _ _ - I I I +' B" DIA.STRUCT. FIBERGLAS 7 0 I 0 on SOLDER USED IN WATER IONIC STYLE COL (rYP.) O EXISTING DOOR TO BE STRIPPED, REPAIRED &RE-USED. PROV. NEW HARDWARE. B'-3" 6'-11" 4'- SUPPLYSYSTEM CANNOT N II PR VEUASNOTExCEED2/100F1%LEAD. O1 INTERIOR DOOR-2'-4" X 6'-8" SOLID PINE DOOR WITH RAISED PANELING. PROV. T.- - ) a'1 0( B P SOLID BRASS HINGES & SCHLAGE HARDWARE EXTERIOR DOOR- 3'-O" X 6'-8" STEEL DOOR PROV. SOLID BRASS HINGESBRUILCS'r;G r PA M O & SCHLAGE HARDWARE - EENTA 3'- iir it � 5 ( •T I r -r 3.1052 9 AT, TO 4 PM FOR THE GARAGE DOOR- 9'-O" X T-O" STEEL DOOR. - °' LOWING INSPECTIONS: RIt it O 9 T - 1 l• ` % I FOUNDATV.t I - TWO REQUIRED 0 0 & EXTERIOR HARDWARE w-+- --' -••��— - - °")RPOUREO,. ONCREfE D LL LL _ I ';II I r•I .: 6'• •° 'UGH • Ff iiiiING &PLUMBING NCDppMlUbing bused (p 5 4 EXTERIOR DOOR- 3'-0"X 3'-8" DOOR. PROV. SOLID BRASS HINGES `, O f 4" P. CONC, SLAB ON COMP. 4" P. CONC. SLAB ON COMP. ,�3UUTION for waterdlstrlbaling c7 ¢ W LU FILL WITH W.W.M.6 X 6 REINF ('a' P. CONC. SLAB FILL WITH W.W M 6 X 6 REINF. FINAL • CONSTRUCTION MUST 2 t< D D ON COMP. FILL T b sy6lern;pipingshallbe 0 O PROV. WATERPROOF DOOR BY MOCK MANUFACTURING,INC. jE N BE COMPLETE FOR C.O. Oi lypet KorLMI Z LL (7 (7 2 ILL CONSTPUCTION SHALL MEET gZ !,. 9 i • rHE REQUIPEMENTS OF THE NA6. in COOSTAT'3. NOT: RESPONS ELEAUCTION EFOR 0 I ': DESIGN OR CONSTR�lCTION ERRORS O 0 D ELECTRICAL LEGEND : _ L - - � _ ,�,�sl , �I,. � lg4a o D � t , lcr POE p h W.,L 5+- (j Rib U W lkLF 2cC./N•1L-YH NhcV� ! UJB CZ.''v ' n N NOTE ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND ( , - 2'-0"X 2'-O" P, CONC. FTG t W 0 Q di REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS �Il` ) W (ryp,) ODERWRIIERSCESINEAE OCCUPANCY OR p TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. T,• T- -;1 ¢'_3" T-4" - REQUIRED w O o II USE IS UNLAWFUL q01 _ - - ,- - - - - - - - - - - - f; � a a NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE •• �•: !� CL NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE I• L •„ .I - - - - - - L - - J F. .; WITHOUT CERTIFICATE It. OF OCCUPANCY ELECTRICAL CONTRACTOR. ` - - qi_y p� ` I - ; FILE NO.: DUPLEX ELECTRICAL RECEPTACLE PLUMBING '., • •• '- ' .. ... - - - J ALL PLUMBING WASTE HAAS OCP CUR - - -- - - - - - -� — — — — &WATERLINESNEED, 5-2e-o1 $ WALL SWITCH 1'-3" 3'-3° 9'-4" TESTING BEFORE COVERING 25,_3„ wa,4,pgl,.,.,•.:""'p1jfN+zJ 1/4"=1 b" ,E�JB CEILING MOUNTED JUNCTION BOX PROV. HAUNCH SLAB PROV. W.W.M. IN WALL THIS AREA OF BLOCK PROVIDE ANTI-SCALD AND/OR /A DWG. NAME: 8" CONIC. BLK. TWO (h) GAR. OPG. (TO 8"ABOVE GAR, SLAB) FOUNDATION WALL TO THERMAL SHOCK PREVENTINGCOURSE ABOVE TRENCH FOOTING. FOOTING (TPP. ALL) HAVE A 11'-0" FIN. TOP. HT. DEVICES AS TO PART. 902.6(K) FOUNDATION NX STATE BUILDING CODE. p ��', SITE PLAN FO U- --NDATI N PLAN O - - - DWG. NO.: THESE DRAWINGS AS INSTRUMENTS OF SERVICE, j ARE THE SOLE PROPERTY OF THE ARCHITECT, NO REVISIONS, CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION A. 0 BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. i i RIDGE VENT (TYPICAL) 16.Y ROOF PAPER y /6" COX PLYWOOD V"7 CCA C.T. @ 16 __ 2"X 1 O° CCA R.R. p 16°O.C. ASPHALT ROOF SHINGLES ~# -z TO MATCH EXISTING p o O 3/4" X 4" PINE COVERED 1/2" GYP BD. O z WITH WHITE COIL STOCK. (T'P. ALL AREA (TYP. ALL AREAS) ZTGI PRO 640 14' F.J. ® 16"O.C. (IYP.) R-30 BATT INSULATIO DBL. 2" X 6" CCA V )u (TYPICAL ALL AREAS) HDR. (TYP. 1/2" D GYP B . (TYP ALL AREAS W R-19 HIGH DENSITY FOIL FA. INSULATION 0 u 2"X 6" WD. STUD WALL (TYPICAL ALL AREAS 2" X 6"CCA SILL PL - GRAD MIN. 4" P. CONC SLAB w1WWF O 10"ANCHOR BOLTS CLEAN COMPACTED FILL PROV CRUSHED STONE ON CLEAN COMP FILL. 6" POURED CONCRETE FOUNDATION PROVIDE 2'X T POURED CONCRETE FOOTINGS (TYP ALL) ON FIRM I Y SOUTHSECTION/ELEVATION__ COMP, FILL 4 DIA. PVC VENT PIPE -� - W - - - W - 30 YR. ARCHITECTURAL SHINGLES - IKO, CHATEAU SERIES - _ - - - PROVIDE 50 WATT HIPS WAIL- -- - -- COLOR: FORREST GREEN MOUNTED EXTERIOR LIGHT -- - - __.-- --- - - - -..-- -- - — (TYPICAL) - — - - — NOTE: SET ALL 2ND FL WINDOW TOP HT. AT 6'-8" - ---- - - - - - - - - _ O' I �i 6" EXPOSURE CEDAR SHAKES (TO BE LEFT UNTREATED) (TYPICAL) _ = r 0 - ' - - - -- - - 21'-1 ' i �_ .. -- -- -- -- - - -- - - - - - - - - r� " PROVIDE 6" CORNERBOARDS, — - 4" WINDOW CASINGS - CL. CEDAR -- - - - - - - TO BE PAINTED WHITE (ALL TRIM TO BE PAINTED WHITE.) - - - -- - W W � I0 SOUTH ELEVATION WEST ELEVATION o 2 0 a Gl o i o b - - 30 YR. ARCHITECTURAL SHINGLES o D -- IKO, CHATEAU SERIES - -- t7 z a 0 - - COLOR: FORREST GREEN - - - -- Z a a 0 v 0 W H H -- - -- --- - - - D D O (W� to N W __ - - - -- - -_ - --- - - _- - -_ - _- N O -_ __ 6" EXPOSURE CEDAR SHAKES - - - - - - -- - (TO BE LEFT UNTREATED) - - -- - -- - -- - -- - _ — - N FILE NO (TYPICAL) —_. _ _._ ---- _— --._ HAAS_ELEV CUR I 21,_1" +/- _- -_ - -_ - -- __ ...... — - -_ _— ___- - - - 3-19-01 1/4" 1 O" DIA. FIBERGLAS COLUMNS - - - _- - ---_ -- - - - - - - DWG. NAME: - = = PAINTED WHITE (TYPICAL) -- - - -- - - - PROVIDE SLAB BLDG. SECT. - - - - __. FRENCHWOOD DOORS W/ PRIVACY - --- SL PE FRO GLASS. (TYPICAL BOTH) ------,-------- ---- - ---- - ELEVATIONS SLOPE FROM BLDG -- -- -- - WHITE FACTORY APPLIED FINISH - -" -- DWG. No. N. A. 2 NORTH ELEVATION EAST ELEVATION TEST BORING LONG ISLAND SOUND YORK _DRAWING LIST: EL.6.T ASPHALT OF NEW U 2 STAT EO ------- -- ------ -- - TEASI SITE PLANA. 1 FLOOR PLANS & ELEV. �4O8 &LOAMAND D — _--- - — o � '� _ ____ N __ ---- - v �oF --- BROWN LOAMY SIL ORIENT POINT ML 3, PROPOSED NEW 20' X 4PARKING TO 0' RESTROOM/ PROPOSEDSRE PALE BROWN FINE STORAGE FACILITY EXISTING REMAIN . 04TOCOURSE M GRAVEL ry ^. W/ 10% 10%GRAVF_L 800 • 0 pa Q EL , B' 6.] 04° 40' 45" W ______ __________ --- - ----- ------ _ o = ci PARKING TO REMAIN /31011PROP . OFFSET) BD ) WATER'"PALE EXISTING PROP DECK AS APP• BY SOU LONG ZONING N . — LONG BEACH BAY BROWNR AND --' -- _ ___ LD TOWN _ ---- 0 1 O z OOLIRSS SAND W/ MT- -----_____ _ I ,6%GRAVEL. 0 KEY PLAN 2B 8 .5' X 1 .0' - a N PROPOSED SEPTIC SYSTE Ali x C . B . 2' X $' DIA• _ -- - - --_-"- �- E TEST BORING t SHASTANE PARCH N.T . S . PROP . ❑ 29 U LP LP ______ g' D. 8 D. E _- LP 37 ------- � � T PAVEMENT TT7y II� II ___--- - HAL ASP --- ® He _ ' ) I � - --------- ST 1/I�11 ° 1 TIMBER BULKHEADLO 1200 GAL. 30' / EXIST C.P• r ASPHALT PAVEMENT I EX F . BLDG .-� Z LINE OF REAR Q O � I < ° � 0 ° W J U ° o ° RR•� O V w PILINGS mac, i S LDG ' 0) z co �I ° ° ° ° o ° O 0 0 00 I� Q W U) 0 W = I F- w I PILINGS A 1 } o Lu z 00 Lu0 X --- 75 fro 0 o� ti00 0 0 � a PROPOSED SITE PLAN DOCKS gUl pv19 q3 2 E -1-000 - 15 _- 9 - 8- SCALE 1 = 20' N° W m m S PROPERTY OWNER : z z MGH ENTERPRISES, ROBERT HAASE ° a d 70 E ORIENT BY THE SEA MARINA m° 0 0 NIL�N P.O.BOX 333 0 ❑ ❑ Z W W Z J 7 O NCE T ORIENT, NEW YORK 11957 z N ti N I/ �� �IIRE F NME ZONING : 3 W ir W a � PARKING : DRAINAGE: o cl o M-120,000 sq. ft. land area REQUIREMENTS: A N n Q PARKING SQUARE FOOTAGE: > > S s -- MAXIMUM LOT COVERAGE : 20% 1 SPACE PER EVERY iBOAT SLIP; 44,760 SQ. FT. - S-T pItt:T1 SPACE PER EVERY :3 RESTAURANT SEATS. EXISTING DRAINAGE TO REMAIN. ° a _ TOTAL GROSS AREA OF FIRST FL.: _4,000 sq.ft. ❑ N ° N co a (EXISTING BLDG & PROP. BLDG.) TOTAL: EXISTING BLDG. SQUARE FOOTAGE: FILE No ` , 1 IIIV►�_ TOTAL LOT COVERAGE %: 3% H I / v — 85 BOAT S TE PLAN - - SLIPS - 85 P _ A�RKING SPACES - - i 32005 sio 100 RESTAURANT _ Q. FT. 1 T SEAATS 34 P - _ A RKIN G SPACES EXISTING DRAINAGE TO REMAIN. IS A E' T EXISTING BUILDING AREA: ACCESSORY BUILDIINgG - 1 PARKING SPACE FIRST FLOOR: 3,200 sq.ft. .,,._ ..,,,,,. AS SHOWN Np PROP. BLDG.: 800 sq.ft. TOTAL REQUIRED _ IM SPACES r°� L,l� DWG NAME: _ TOTAL 4,000 sq.ft. TOTAL ON SITE - 120 !SPACES PROPOSED BLDG. SQ. FOOTAGE- aar `an^ ° soo SQ. FT. PROPOSED SITE PLAN MATERIAL OF PROP. BUILDING: PROPOSED DRAINAGE INCLUDES: q &y �® CEDAR SHAKE SIDING, ASPHALT ROOF 2 - 8'-0" dia. X 2'-0" deep CATCI-I BASINS. SHINGLES, CLAD D.H. WINDOWS. im DWG. No.. PROPOSED BUILDING HT. 19'0" +/_ INFORMATION TAKEN FROM SURVEY == By PECONIC SURVEYORS A. S ITE (JOHN METZGER) DATED 12.10.98