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Home My WebLink AboutTR-8059John M. Bredemeyer I11, President Michael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee Charles J. Sanders, Trustee January 21, 2015 Mr. Sean McCoyd 3360 Minnehaha Boulevard Southold, NY 11971 OE SO(/1�,� CDUNTY,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD RE: SEAN MCCOYD 3360 MINNEHAHA BOULEVARD, SOUTHOLD SCTM# 87-3-66.4 Dear Mr. McCoyd: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 21, 2015: RESOLVED that the Southold Town Board of Trustees grants a One -Year Extension to Wetland Permit #8059, as issued on February 20, 2013, and Amended on December 17, 2014. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, A4_ 'W% &aa�o� W - John M. Bredemeyer III President, Board of Trustees JMB/amn Southold Town Board of Trustees Field InspectionM/ork Session Report Date/Time: / L� SEAN McCOYD requests a One -Year Extension to Wetland Permit #8059, as issued on February 20, 2013, and Amended on December 17, 2014. , Located: 3360 Minnehaha Boulevard, Southold. SCTM# 87-3-66.4 Type of area to be impacted: �altwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre -Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Storm Water Management Review: Yes No Not Applicable Info needed: Modifications: „Conditions: Present Were Bay Constable ,""J. Bredemeyer M. Dominoes J. King /�'C. Sanders - D. Bergen Form filled out in the field by Mailed/Faxed to: Date: Other John Bredemeyer, President �SOFF014, Town Hall Annex Michael J. Domino, Vice -President 54375 Route 25 James F. King y P.O. Box 1179 Charles J. Sanders • 'oi Southold, NY 11971 Dave Bergen ,� �a°! Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field InspectionM/ork Session Report Date/Time: / L� SEAN McCOYD requests a One -Year Extension to Wetland Permit #8059, as issued on February 20, 2013, and Amended on December 17, 2014. , Located: 3360 Minnehaha Boulevard, Southold. SCTM# 87-3-66.4 Type of area to be impacted: �altwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre -Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Storm Water Management Review: Yes No Not Applicable Info needed: Modifications: „Conditions: Present Were Bay Constable ,""J. Bredemeyer M. Dominoes J. King /�'C. Sanders - D. Bergen Form filled out in the field by Mailed/Faxed to: Date: Other 3360 Minnehaha Blvd :'Permit to Elevate Home #8059 ti 1, From: "SEAN McCOYD" <smccoydl@optimum.net> To: amanda.nunemaker@town.southold.ny.us Date: 12/30/2014 12:11:18 PM Subject: 3360 Minnehaha Blvd : Permit to Elevate Home #8059 To Southold Trustees, 12/30/14, 12:11 PM ` JAN - 2 2015 i i I i 12/30/2014 Hope you had an excellent well deserved holiday and this message finds you well. I had a reminder on my calendar to request that the Southold Trustees extend my existing issued permit#8059 for one year which is set to expire in February of 2015. Amanda Nunemaker had told me that this would be possible, so I wanted to send you something in writing before the new year (hope this surfaces). Thank you as always for your help with the house. If there are any further questions or concerns on this matter please don't hesitate to contact me. Regards, Sean McCoyd https://webtop.webmail.optimum.net/viewmessage?r=%3Crequest%3...3C%2Frequest%3E&clientld=1419958509805&locale=&printview=true Page 1 of 1 John M. Bredemeyer III, President Michael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee Charles J. Sanders, Trustee December 17, 2014 Mr. Sean McCoyd 3360 Minnehaha Blvd. Southold, NY 11971 RE: SEAN MCCOYD BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 3360 MINNEHAHA BOULEVARD, SOUTHOLD SCTM# 87-3-66.4 Dear Mr. McCoyd: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 The following action was taken by the Southold Town Board of Trustees at their Regular Meeting'held on Wednesday, December 17, 2014: RESOLVED, that the Southold Town Board of Trustees APPROVES the Administrative Amendment to Wetland Permit #8059 to remove existing brick patio and construct a 12'x24' Wood deck with stairs; and as depicted on the revised project plan prepared by Sean McCoyd, received on August 18, 2014 and stamped approved on December 17, 2014. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not. a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, John M. Bredemeyer III President, Board of Trustees JMB:amn N APPROVEiD BtARD. 4F`TRUSTfES �e3�FnU HOLD_¢{ sr, 'a.WN.-�OF. SO ` T ,DATE / N89'46'07"E 6.39' �. TIE LINE O � 64 jp NC - ... > ...,s '1 O � PJB o •� A� Lo �F �%K A, ell . GAG ell � 115.7 ^•2 TEST HOLE DATA BY McDONALD GEOSCIENCE 12/6/12 EL. 4.6' DARK BROWN LOAM OL ....... ---- 0.5' BROWN SILTY SAND SM ---- 4' BROWN CLAYEY SAND SC EL. -0.1' WATER 4.7' WATER IN BROWN CLAYEY SAND SC ----- 7' WATER IN PALE BROWN FINE TO MEDIUM SAND SP 17' PIC �YiTy - A S6S30?9$ n SURVEY OF PROPERTY AT LAUGHING WATERS TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. . .1000-87-03-66.4 SCALE: 1'=30' DECEMBER 19; 2012 Inn CE V �s• C� 1 ,tell %all ELEVATIONS REFERENCED TO N.A.V.D. AUG 1 8 2014 I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of s,.e ools & public water shown hereon are from field ob e4aM a}Nor from data obtained from others. FLOOD ZONE FROM FIRM MAP- NUMBER 36103CO166H SEPTEMBER 25, 2009 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. N.YS. LIC. NO. 49618 Y ' NIC VEYORS, P.C. V-1.0.) 765-5020 FAX (631) 765-1797 BOX 909 SOUT � D, N. Y A VELER 11971 H 12-305 John Bredemeyer, President gUFF91,� Michael J. Domino, Vice -President James F. King y x Charles J. Sanders • Dave Bergen Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field InspectionMork Session Report Date/Time: �`� , a -a i SEAN McCOYD requests an Administrative Amendment to Wetland Permit #8059 to remove existing brick patio and construct a 12'x24' wood deck with stairs. Located: 3360 Minnehaha Boulevard, Southold. SCTM# 87-3-66.4 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound ✓ Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre -Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Storm Water Management Review: Yes No Not Applicable Info needed: Modifications: Conditions: &V jyy,—,- eco 1pi- 1 �, � J`� Present Were: J. Bredemeyer vd. Domino Bay Constable Form filled out in the field by Mailed/Faxed to: Date: J. King C. Sanders D. Bergen Other .� -a Irt• .Y .- ',0.i `, s�.O' yJ _�.r' �� !:�Sean McCoyd 3360 Minnehaha Blvd., Southold • I � y �', `tee � ,�' `�yr t � `F •�.`7[ - . c> John Bredemeyer, PresidentBUFFO( Michael J. Domino, Vice -President ?°�O �c��y� James F. King y Charles J. Sanders s Dave Bergen Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field Inspection/Work Session Report Date/Time: t o S r-- F l L4 SEAN McCOYD requests an Administrative Amendment to Wetland Permit #8059 to remove existing brick patio and construct a 12'x24' wood deck with stairs. Located: 3360 Minnehaha Boulevard, Southold. SCTM# 87-3-66.4 Type area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: zI hapt.275 TypeApplication:. �etland Coastal Erosion _ Administrative Emergency Pre -Submission e�j Notice of Hearing card posted on property: JYes Storm Water Management Review: Yes Info needed: Modifications: Conditions: /Arre.;lf v`8 Q o'S (2A )\ J 4 v Chapt.111 other L-,-�Amendment Violation No Not Applicable No Not Applicable Present Were:""J. BredemeyerZDomino VJ. King & Sanders ✓ D. Bergen Bay Constable Other Form filled out in the field by Ecm Ct,-Q1✓ s Mailed/Faxed to: Date: •dP s- . :,�o 1 f♦� p NamSi 1 t New York State Departm))..: of Environmental Conserve, n Division of Environmental Permits, Region 1 _ SUNY @ Stony Brook _ 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 • Fax: (631) 444-0360 - Website: www.dec.ny.gov Sean McCoyd 65 Kenwood Road Garden City, NY -11530 LETTER OF NO JURISDICTION February 20, 2013 Re: Application #1-4738-04206/00001 McCoyd.Property, 3360 Minnehaha Blvd., Southold SCTM# 1000-87-3-66.4 Dear Sirs or Madams: rCEli`til :...� � f �t AUG 1 8 2014 Based on the information you submitted the Department of Environmental Conservation has determined that the existing bulkhead is functional, more than 100 feet in length and was constructed before August 20 1977. Therefore, the property landward of the bulkhead is beyond Tidal Wetlands Act (Article 25) jurisdiction and no permit is required for work landward of this structure. Be advised; no construction; .sedimentation; or disturbance of any kind may take place'seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are, taken_to_.prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project.Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. cc: Suffolk "Environ rrmental 'Consulting, Inc.. BOH -TW File BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P..Goehringer George Horning Kenneth Schneider November 21, 2014 Sean and Jennifer McCoyd 65 Kenwood Road Garden City, NY 11530 RE: ZBA Application #6804 Dear Mr. and Mrs. McCoyd: ti Southold Town Hall 53095 Main Road • P_O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http:/%southoldtown.'northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 �1 IE f DEC - 1 2014 Transmitted for your records is a copy of the Board's November 20, 2014 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of this determination to the Building Department. If you have any questions, please call the office. 1Sincerely, Vicki Toth Encl. Cc: Building Dept. BOARD MEMBERS - Leslie Kanes. Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Homing Kenneth Schneider http://southoldtown.northfork.net s Southold Town Hall 53095 Main Road - P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 - Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERIVIINATION MEETING OF NOVEMBER 20, 2014 ZBA FILE # 6804 NAME OF APPLICANT: Sean McCoyd SCTM# 1000-87-3-66.4 PROPERTY LOCATION: 3360 Minnehaha Boulevard (adj. to Corey Creek), Southold, NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List, of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23; and the Suffolk County Department of Planning issued its reply dated October 30, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county -wide or inter -community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated October 24, 2014. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The parcel is a non -conforming 9,673 square foot water front parcel located 'in an R-40 zone. The parcel is developed with 1 story frame house and garage. The property has 132.42 feet along Corey Creek. The property then runs 105.37 feet along the East side, 109.75 feet along Minnehaha Blvd. and 89.23 feet along the West side. There is a dock, ramp, and floating dock on Corey Creek. A small section of the front yard is in Flood Zone X. The majority of the property is in Flood Zone AE El. 6. The survey shows that there is a proposed line of hay bales set back 15 feet from the concrete wall. The existing house is set back 35, feet from the concrete wall. All is shown on a survey by John T Metzger L.L.S. dated December 19, 2012 and last updated September 18, 2014. BASIS OF APPLICATION: Request for Variance from Article XXII Section 280-1168 and the Building Inspector's September 30, 2014 Notice of Disapproval based on an application for building permit to construct a deck addition to an existing single family dwelling, at; 1) less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests a variance to construct a raised deck set back 29 feet from the concrete wall, where the code requires a 75 foot bulkhead setback. Page 2 of 3 — November 20, 2014 ZBA#6804 — McCoyd SCTM#1000-87-3-66.4 ADDITIONAL INFORMATION: The applicant submitted (4) letters in support of his application. The applicant also presented four prior Zoning Board of Appeals decisions granting variances for raised decks on Minnehaha w. Blvd. These decks have similar bulkhead/concrete wall setbacks to the concrete wall setback being requested by tFe,applicant. The variances are ZBA file No.'s 3937; 4973; 5028; and 5065. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 6, 2014 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of modest single-family homes. Rear decks are common in the neighborhood. The deck is in the rear of the house and will not be seen from the street. Existing vegetation will limit the adjoining neighbor's view of the deck. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The lot size and current configuration of the house is such that any expansion of the house will require a variance. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 62% relief from the code. However, the existing home is set back 35 feet from the concrete wall. The new raised deck is only six feet closer to the concrete wall than the house already sits. 4. Town.. Law . 4267-b(3)(h) -4.) No. evidence. has. been submitted to . suggest . that _ a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and all storm water management will be in place during construction and the deck will be open to the sky. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a raised deck while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION .OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law' 267-B, motion was offered by Member Dantes, seconded by Member Schneider, and duly carried, to GRANT, the variance as applied for, and shown on the Architectural Drawings by Barbara M. Ruggiero, Architect labeled A-01, 02 and dated September 30, 2014 and the site plan by John T. Metzger L.L.S. dated December 19, 2012, last revised .September 18, 2014. Subject to the following condition; CONDITION: 1) The deck shall remain open to the sky. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 3 of 3 —November 20, 2014 ZBA#6804 — McCoyd SCTM#1000-87-3-66.4 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other_ features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. 0 th V te0f. e Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Dantes. (Absent was: Member Goehringer) Thls`ResoIuhon was duly adopted=(4-0): Leslie Kanes Weisman, Chairperson Approved for filing// /,�S—/2014 John M. Bredemeyer III, President Michael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee Charles J. Sanders, Trustee BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD To: Southold.Town Building Department Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 i Telephone (631) 765-1892 Fax (631) 765-6641 Re: Verification of Building Department Permit Requirements SCTM#: Property Owner Name: Date Sent to Bldg. Dept.: 0 EiDAUG 2 6 2014 BLDG. DEPT. TOWN OF SOUTHOLD The Office of the Board of Trustees is forwarding the; above referenced application for verification of the Building Department's permitting requirements stated below: YES NO Will the proposed project require a Building Permit? Will the proposed project require a variance determination from the ning Board of Appeals? Will any part of this application be considered as Demolition as described under Town Code? COMMENTS: Signature ofsewer t Date John M. Bredemeyer III, President Michael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee Charles J. Sanders, Trustee BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD APPLICATION FOR AN AMENDMENT TO A DATE 9- l $ VA Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-.6641 OWNER J�z-"� �'� `'I� ` PHONE MAILING ADDRESS 33lQp �A �nv 6e (N -r- AGENT ��`�' PHONE ADDRESS PROPERTY LOCATION TAX MAP NO. 0• �� `j I/We � r�- C 0, request an Amendment to Permit # T5 C7 to C-&- sem CA Signed By:�% ? —1 L\ l I `1 ��- yaj -� .rte ��'P �� --�. 5�;�. �.�, ►,,., � '� , �-�� 113))3J��`K�`� cl\osc V -P ��ywel�5 c Y �T� ar ' e. I-ILI C6( 5-7&-&q�- 915 EIV SEP 1 1 2013 0 James F. King, President Bob Ghosio; Jr., Vice -President r� . ave DBerges ds John demeyer Michael J. Domino � BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall, 53095 Main Rd. P.O. Box 1179 . Southold NY 11971 Telephone (631) 765-1892 Fax(631)765-6641 YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE -CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE ✓ Pre -construction, hay bale line 1St day of construction Y2 constructed Project complete, compliance inspection BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 8059 DATE: FEBRUARY 20, 2013 ISSUED TO: SEAN MCCOYD PROPERTY ADDRESS: 3360 MINNEHAHA BLVD., SOUTHOLD SCTM# 87-3-66.4 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 20, 2013, and in consideration of application fee in the sum of $250.00 paid by Jennifer & Sean McCovd or authorized waiver of Town Board and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to elevate the existing single-family dwelling and garage (1,360sq.ft.t) and deposit/grade clean rill (115 cubic yards f) thereon; the dwelling is proposed to be elevated to 9.0' and the garage is proposed to be elevated to 8.0'; with the condition to install gutters to leaders to drywells; and the use of haybales with silt fencing 15' landward of retaining wall; and as depicted on the site plan prepared by Joseph Fischetti, P.E., last dated on January 21, 2013 and stamped approved on March 12, 2013; and as also depicted on the survey prepared by John T. Metzger, Land Surveyor, last dated February 21, 2013 and stamp approved on March 12, 2013. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. 0 0 TERMS AND CONDITIONS The Permittee Sean McCoyd residing at 3360 Minnehaha Blvd Southold, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained_ 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Pennittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 0 James F. King, President Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael J. Domino BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 20, 2013 Mr. Matthew D. Ivans Suffolk Environmental Consulting, Inc. PO Box 2003 Bridgehampton, NY 11932 RE: SEAN MCCOYD 3360 MINNEHAHA BLVD., SOUTHOLD SCTM# 87-3-66.4 Dear Mr. Ivans: 0 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax(631)765-6641 The Board of Town Trustees took the following action during its regular meeting held on Wednesday, February 20, 2013 regarding the above matter: WHEREAS, Suffolk Environmental Consulting, Inc. on behalf of SEAN MCCOYD applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated January 30, 2013, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on February 20, 2013, 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 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of SEAN MCCOYD to elevate the existing single-family dwelling and garage (1,360sq.ft.±) and deposit/grade clean fill (115 cubic yards ±) thereon; the dwelling is proposed to be elevated to 9.0' and the garage is proposed to be elevated to 8.0'; with the condition to install gutters to leaders to drywells; and the use of haybales with silt fencing 15' landward of retaining wall; and as depicted on the site plan prepared by Joseph Fischetti, P.E., last dated on January 21, 2013 and stamped approved on March 12, 2013; and as also depicted on the survey prepared by John T. Metzger, Land Surveyor, last dated February 21, 2013 and stamp approved on March 12, 2013. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) Fees: $100.00 Very truly yours, James F. King President, Board of Trustees JFK/amn James F. King, President Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael J. Domino 0 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall Annex 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax (631) 765-6641 TO: L>MiDIK "\) rnllyy)f f nI (—OnSbtZ)eafl PPC Please be advised that your application dated 3 has been reviewed by this Board at the regular meeting of 2v 11,5 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre -Construction Hay Bale Line Inspection Fee ($50.00) 1 s� Day of Construction ($50.00) Yz Constructed ($50.00) I/ Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 1 OD- m BY: James F. King, President Board of Trustees N Peter Young, Chairman Lauren Standish, Secretary Conservation Advisory Council Town of Southold 0 Town Hall, 53095 Main Rd. P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax(631)765-6641 At the meeting of the Southold Town Conservation Advisory Council held Tues., February 12, 2013 the following recommendation was made: Moved by Doug Hardy, seconded by John Stein, it was RESOLVED to SUPPORT the Wetland Permit application of SEAN McCOYD to elevate existing dwelling and garage and deposit/grade clean 115' cy. Located: 3360 Minnehaha Blvd.. Southold. SCTM#87-3-66.4 Inspected by: Doug Hardy, Peter Young The CAC Supports the application with the Condition a drainage plan is included on a site plan. Vote of Council: Aye: All Motion Carried r�� f' /r` � r•� r � - L 0 James F. King. President Bob Ghosio..lr_ Vice -President Dave Bergen John Bredemeyer Michael J. Domino 7 Southold Town Board of Trustees Field InspectionMorksession Report Date/Time: a " I& - /3 P.O. Box 1179 Southold, NY 11971 Telephone (631 765-1892 Fax(631)765-6641 Suffolk Environmental Consulting, Inc. on behalf of SEAN McCOYD requests a Wetland Permit to elevate the existing single-family dwelling and garage (1,360sq.ft.±) and deposit/grade clean fill (115 cubic yards ±) thereon; the dwelling is proposed to be elevated to 9.0' and the garage is proposed to be elevated to 8.0'. Located: 3360 Minnehaha Boulevard, Southold. SCTM# 87-3-66.4 Type of area to be impacted: _Saltwater Wetland _Freshwater Wetland _Sound _Bay Distance of proposed work to edge of wetland, Part of Town Code proposed work falls under: _Chapt.275 Chapt. 111 _other Type of Application: Wetland _Coastal Erosion _Amendment _Administrative_Emergency Pre -Submission Violation Info needed: // dl1 A -r,, �d2_ 'CMO r 5-0 %0 M Present Were: !iJ King_Lt-b. Ghosio D. Bergen, ✓.J. Bredemeyer_L21vlichael Domino D. Dzenkowski Form filled out in the field by Q_ /� Mailed/Faxed to: Date: other PZ �� .►\, 9 fly l u..,, McCOYD Property Situate: 3360 Minnehaha Boulevard; Laughing Waters; Town of Southold, New York SCTM #: 1000 — 087 — 03 — 066.4 (Photo taken on January 29, 201 s) Photograph indicating the existing Dwelling & Garage to be raised. Photo taken from Minnehaha Boulevard, facing northeast. 1 — - McCO YD Property Situate: 3360 Minnehaha Boulevard; Laughing Waters; Town of Southold, New York SCTM #: 1000 — 037 — 03 — 066.4 (Photo taken on January 29, 2013 Photograph indicating the existing Dwelling & Garage to be raised. Photo taken from Minnehaha Boulevard, facing east. McCOYD Property Situate: 3360 Minnehaha Boulevard; Laughing Waters; Town of Southold, New York SCTM #: 1000-087-03-066.4 (Photo taken on January 29, 2013 Photograph indicating the existing Dwelling & Garage to be raised. Photo taken from the existing dock, facing southwest, towards Minnehaha Boulevard. McCOYD Property Situate: 3360 Minnehaha Boulevard; Laughing Waters; Town of Southold, New York SCTM #: 1000 — 087 — 03 — 066.4 � 6raM jMl SUBJECT Shelter PROPERTY a e ;.� P.— erotea Island <Southold t c6l'd0° 5 u Fd g car wran mam S o a n d xmnmonJ CnwH Fuk fmr4 Cuttggue Station Cr Ka font lSunn tat Nasuu farms craat waaeame Noy a c f e ay erville cwt Cutchogue rho : assn r.e.:-s�irvlk Vecanlc ear Noyack l SUBJECT PROPERTY C C r e e k d� d� /L a t, knne d4 °a • Q OSTOO �. v 0-3d�'d to BoW Rd 1-0/L echee Ave .y Ida�P�W& ..__.e... : - _ -87 MEMO TO: ELIZABETH CANTRELL FROM: Matt D. Ivans DATE: February 27, 2013 Re: McCOYD Application Proposed Dwelling Elevation Situate: 3360 Minnehaha Boulevard; Southold, New York SCTM#: 1000 — 087 — 03 — 066.4 MESSAGE: Dear Great & All -Powerful Elizabeth, With respect to the above referenced application, please find attached: (1) Updated Survey of subject property, prepared by PECONIC SURVEYORS, P.C., last dated February 21, 2013, indicating the requested inclusion of proposed Haybales and Drywells (three [3] prints). Kindly review these items. Should you have any questions, please feel free to contact this office with any questions. Thank you as always for your attention and consideration. i] SECT . PROFESSIONAL ENGINEER 1725 HOBART ROAD /PO Box 616 SOUTHOLD, NEW YORK 11971 TEL: 631.765.2954 • FAX: 631.614.3516 • e-mail: joseph@fischefti.com Date: 15 February 2013 Reference: McCoyd 330 Minnehaha Blvd Southold Board of Trustees 54375 Main Rd. P.O. Box 1179 Southold, NY 11971 Dear Chairman King, I am the engineer for Mr. Sean McCoyd and have prepared plans to elevate the above referenced dwelling in conformance to FEMA minimum statutes for the flood zone of the property. The existing framed dwelling is on locust posts with the garage on a slab. The house will be lifted and a new concrete foundation will be placed under the home. The garage is in unsound condition and cannot be lifted with the house and will need to be demolished. The one car garage constitutes a far less area than 75% of the structure and therefor its removal and reconstruction does not constitute a demolition as regards to Southold Code. truly yours, Fischetti, PE FEB 19 = .1.1d im,R.'n. _, . L)AI:D CEPTIf DINS STPII( Jl'HL I NUM F PING 0 • OFFICE LOCATION: ��Of so Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) 42 Southold, NY 11971 • O o�yCOU�,N� MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Jim King, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: February 13, 2013 Re: Proposed Wetland Permit for SEAN McCOYD SCTM#1000-87-3-66.4 Note that action is located within an AE elevation 6 flood zone. Suffolk Environmental Consulting, Inc. on behalf of SEAN McCOYD requests a Wetland Permit to elevate the existing single-family dwelling and garage (1,360sq.ft.t) and deposit/grade clean fill (115 cubic yards t) thereon; the dwelling is proposed to be elevated to 9.0' and the garage is proposed to be elevated to 8.0'. Located: 3360 Minnehaha Boulevard, Southold. SCTM# 87-3-66.4 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. The due to property size, the relocation of the existing structure outside of the AE6 flood zone is not practical. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney Office Use Only Coastal Erosion Permit Application X Wetland Permit Application Administrative Permit AmendmendTran fer/E tension Received Application: Received Fee:S D Completed Application D Incomplete: SEQRA Classification: Type I Type II Unlisted_ __/_Coordination(date sent) LWRP Consistency Asses me tt Form: 13 Date of Inspection: 3 Receipt of CAC Report: Lead Agency Determination Technical Review: Public Hearing Held: 7— Z� Name of Applicant SEANMcCOYD JAN 3 0 2013 Address 65 Kenwood Road; Garden City, NY 11530 Phone Number: (516) 640 - 9156 Suffolk County Tax Map Number: 1000 — 087 — 03 — 066.4 Property Location: 3360 Minnehaha Boulevard; Laughing Waters; Southold, NY (provide LILCO Pole #, distance to cross streets, and location) AGENT: MATT D. IVANS & Suffolk Environmental Consulting. Inc. (If applicable) Address: P.O. Box 2003; Bridgehampton, NY 11932 Phone: (631) 537 — 5160 �Se0V Car �3,�13 Board of Trustees Application GENERAL DATA Land Area (in square feet): 13, 504 square feet + Area Zoning: R - 40 Previous use of property: Residential Intended use of property: Same (w/elevation of existing Single -Family Dwelling) Covenants and Restrictions: Yes X No If "Yes", please provide a copy. Does this project require a variance from the Zoning Board of Appeals Yes X No If "Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept. Yes X No Prior permits/approvals for site improvements: Agency Date X No prior permits/approvals for site improvements. Has any permittapproval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Applicant proposes to elevate the existing Single-FamilvDwelling & Garage (1360 square feet +) and de posiVarade clean HE (115 cubic yards t) thereon The dwelling is proposed to be elevated to 9.0' and the garage is proposed to be elevated to 8.0' Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purposes of proposed activity: ADDlicantproposes to elevate the existing Single-family Dwelling & Garage (1,360 square feet t) and deposit/grade clean fill (115 cubic yards +) thereon. The dwelling is proposed to be elevated to 9.0'and the garage is proposed to be elevated to 8.0. Area of wetlands on lot: 0.0 square feet Percent coverage of lot: 0.0 % Closest distance between nearest existing structures and upland edge of wetlands: 0.0 feet (Existing Dock) Closest distance between nearest proposed structures and upland edge of wetlands: 35.0+ feet (proposed elevated dwelling/garage) Does the project involve excavation or filling? No X Yes If Yes, how much material will be excavated? N/A (cubic yards) How much material will be filled? 115 ± (cubic yards) Manner in which material will be removed or deposited: Typical Front -End Loader Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): No impact to the wetlands are anticipated in that the proposed elevation of the dwelling & garage will not result in any increased encroachment towards the wetlands boundary. Further, with the implementation of the proposed elevation of the dwelling & garage. 0 • 14-16-4 (9/95) -Text 12 617.20 SEQR PROJECT I.D. NUMBER Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only .u�^MRA ATI^Kl rT„ hr, n .. 1n+nA h., Annlinant nr Prniart annnnnrl r ten. .-•.w�ry. .... ................ ....... .._... ._.___ .. 1. APPLICANT/SPONSOR ..__..___ 2. PROJECT NAME Suffolk Environmental Consulting, Inc. McCOYD Property 3. PROJECT LOCATION: Municipality Town of Southold County Suffolk 4. PRECISE LOCATION (Street address and road intersections, prominent landmarks, etc. or provide map) 3360 Minnehaha Boulevard; Laughing Waters; Town of Southold, New York (SCTM #: 1000 — 087 — 03 — 066.4) 5. IS PROPOSED ACTION: E New ❑ Expansion ❑ Modification/alteration 6. DESCRIBE PROJECT BRIEFLY: Applicant proposes to elevate the existing Single -Family Dwelling & Garage (1,360 square feet ±) and deposit grade clean fill (115 cubic yards +) thereon. The dwelling is proposed to be elevated to 9.0' and the garage is proposed to be elevated to 8.0: 7. AMOUNT OF LAND EFFECTED: Initially 0.2 acres Ultimately 0.2 acres 8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? ® Yes ❑ No If No, describe briefly 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? ®Residential ❑Industrial []Commercial []Agriculture ❑Park/ForesVOpen space ❑Other Describe: Private single family residences with related appurtenances. 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENT AGENCY (FEDERAL, STATE OR LOCAL)? E Yes ❑No If yes, list agency(s) and permit/approvals New York State Department of Environmental Conservation Wetlands approval & Town of Southold Building Permit. 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? ❑ Yes E No If yes, list agency(s) and permittapprovals 12. ASA RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? ❑ Yes E No I CERTIFY THAT THE INFORMATION PROVIDED IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: tt D. Ivans — Suffolk Environmental Consultin Inc. Date: Jan. 25, 2013 Signature: If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment OVER 1 0 11 PART II- ENVIRONMENTAL ASSESSMENT o be completed by Agency) A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR, PART 617.12? If yes, coordinate the review process and use the FULL EAF. ❑ Yes ❑ No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR, PART 617.6? If No, a negative declaration may be superseded by another involved agency. ❑ Yes ❑ No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING: (Answers may be handwritten, if legible) C1. Existing air quality, surface or groundwater quality, noise levels, existing traffic patterns, solid waste production or disposal, potential for erosion, drainage or flooding problems? Explain briefly: C2. Aesthetic, agricultural, archeological, historical or other natural or cultural resources; or community or neighborhood character? Explain briefly: C3. Vegetation or fauna, fish, shellfish or wildlife species, significant habitat, or threatened or endangered species? Explain briefly: C4. A community's existing plans or goals as officially adopted, or change in use or intensity of use of land or natural resources? Explain briefly: C5. Growth, subsequent development, or related activities likely to be induced by the proposed action? Explain briefly: C6. Long term, short term, cumulative, or other effects not identified in C1-05? Explain briefly: C7. Other impacts (including changes in use of either quantity or type of energy)? Explain briefly: D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CEA? ❑Yes []NO D. IS THERE, OR IS THERE LIKELY TO BE, CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? ❑ Yes ❑ No If yes, explain briefly PART III - DETERMINATION OF SIGNIFICANCE (To be completed by Agency) INSTRUCTIONS: For each adverse effect identified above, determine whether it is substantial, large, important, or otherwise significant. Each effect should be assessed in connection with its (a) setting (i.e. urban or rural); (b) probability of occurring; (c ) duration; (d) irreversibility; (e) geographic scope; and (f) magnitude. If necessary, add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed. If question D of Part II was checked yes, the determination and significance must evaluate the potential impact of the proposed action on the this box it you have identified one or more potentially large or significant adverse impacts which MAY occur. 'then proceed directly to EAF and/or prepare a positive declaration. ❑ Check this box if you have determined, based on the information and analysis above and any supporting documentation, that the proposed action WILL NOT result in any significant adverse environmental impacts AND provide on attachments as necessary, the reasons supporting this determination: Name of Lead Agency Print or Type Name of Responsible Officer Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer (if different From responsible officer) Date 0 0 'ART 11 - IMPACT ASSESSMENT (To be completed by Lead Agency) A. DOES ACTION EXCEED ANY TYPE 1 THRESHOLD IN 6 NYCRR, PART 617.4'! If yes, coordinate the review process and use the FULL EAF. ❑ Yes a No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR, PART 617.69 It No, a negative declaration may be superseded by another krmved agency. E1 Yes Elm C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING: (Answers may be handwritten. H legible) Ct. Existing air quality, surface orgroundwater quality or quantity, noise levels, existing trafac pattern, add waste production or disposal, potential for erosion, dreinade or flooding grdNemc9 Frnr�;., n.:oa.,- C2 C3. C4. C5. C6. C7. or short term, mmutative, or other effects not use or D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL Phl"MNEICNre. eocn CHARACTERISTICS THAT 1n — .. ,-.__ . n Yes In/ No E IS THERE, OR IS TH ❑ Yes a No THE ESTABLISHMENT OF A CRITICAL PART IN - DETERMINATIONS OF SIGNIFICANCE (To be completed by Agency) INSTRUCTIONS: For each adverse effect iderltirledabove. dellerminewhetheritIssubstantial, laW, Important orothenvise sIgnfficanL Each effect should be assessed in connection with its (a) setting (i.e. urban or rural): (b) probability of oc' geographic scope; and (f) magnitude. If necessary. add attachments or reference ^mg: (c) duration: (d) Imerversbigir, (e) suf ident detail to show that all relevant a ne es impacts have been identified and euPP�n9 materials. Ensure that explanations contain - PotentialIMIDW0fthe addsessed, if yae.the detarminadonofsignHicencem adverNeatetlre p and quadely adbnongreesed. If �l dando edaehRwas obocked Check #6 boxifyou have Mendged one ormoredepderrgatiytage orsignikemadvarse kneads Whidd fpAYooaa. Thenprooaed diracdyto lha EAF and/or prepare a positive darallon. FULI Check this box HYeu have detennkb0, based on the Information and analysis above and any supporting documentation, that the proposed scow WILL NOT result In any significant adverse environmental impacts AND p determination. rovide, on attachments as necessary, the reasons supporting Board of Trustees Name of Lead Agency'. ,I a M Es F I�/AIlV Print or Type Name of Responsible Officer in Lead Agency Q� / aignawry or rkesponsrble Officer m Lead Agcy FOd S zo/3 Dale President Title of Responsible Officer Sgnature of Preparer (If different from responsible officer) 0 0 Suffolk Environmental Consulting, Inc. Newman Village, Suite E.2322 Main Street, P.O. Box 2003, Bridgehampton, New York 11932-2003 (631)537-5160 Bruce Anderson, M.S.. President February 11, 2013 Mr. James King, President Board of Trustees Town Hall P.O. Box 1179 Southold, NY 11971 Re: Situate: SCTM #: Dear Ms. Standish, McCoyd Property 3360 Minnehaha Blvd. Town of Southold, NY 1000 -87-3-66.4 Fax:(631)537-5291 FEB 1 3 2013 As you know this Firm represents the owner of the property referenced above who is seeking to improve thereon. As per the hearing requirements of the Southold Board of Trustees I enclose herewith: ➢ Affidavits of Mailing dated February 8, 2013, with certified receipts attached to all abutting property owners. Please be advised that we will forward to you the green receipts cards as we receive them. Should you have any questions concerning this matter, please contact this office at any time. Thank you in advance for your attention and consideration. Sincerely, Oa-'. �(/ ,'Ohw� Diane K. Wassick enc. cc: Mr. McCoyd Name 1000-87-3-66.3 Duane Pascale 120 Euston Road Garden City, NY 11530 1000-87-3-38 Paul & Lisa Holobigian 116 Kildare Road Garden City, NY 11530 1000-87-3-36 Mark & Audrey Ammirati 247 Crocus Avenue Floral Park, NY 11366 1000-87-3-35 Brian & Lynn Tully 215 Kensington Road Garden City, NY 11530 STATE OF NEW YORK COUNTY OF SUFFOLK 0 0 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Address: Diane K. Wassick c/o Suffolk Environmental Consulting, Inc., residing at 2322 Main St.; Newman Village Suite E; P.O. Box 2003; rid eham ton, NY 11932 being duly sworn deposes and says that on the day of , 2013, deponent mailed a true copy of the Notice set forth in the Board of Arustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Bridgehampton , that said Notices were mailed to each of said persons by (certified) (registered) mail. Sworn to before me this FX day of 2013 Notary Public Ma+}haw D k,ans Note York L g 0 ' JLMY Comms swn Ex�i e Januanv 72 20I C3 . ...w�.y S Totat Postage & Fees, O PLI0 f` orPOBoxNo. a— ru 11 - .e D..In ruIir M •. ru O r -I D-' Postage E r9ra r -I 17 Canified Fee M M m M orsement Required) o�oo Postage o Restricted Delivery Fee O (ErKlowmerd Required) M1 , r -R rR r -R ra Postage $ Ln In tr7 ilj L C3 -"ZIR• (Endow 4= Certified Fee O p O O O 17 p O O Retum Recelpt Fee OO (Q O O (Endowment Required) / Total Postage & Fees Total Poetaoe & Fees Ire• 1;' r C3 0 Reetdcteo Detcru Fee O ( M O O (Endoraemem Required) 1` M1 17, 1` .:.4�I. I I S .7 S Total Postage & Fees g M p O O ru ru fll ru O O Q Or. -' -i ro ytLe---'l p f` i r r., N x No. i d- 4) C3 . ...w�.y S Totat Postage & Fees, O PLI0 f` orPOBoxNo. a— ru 11 - R EI M (i�Efl -n overs a rout ra Postage E Lr) a w.r::.,._��... O Canified Fee C3(EndRetum Receipt Fee P� orsement Required) O Postage $ Restricted Delivery Fee O (ErKlowmerd Required) M1 , 7 Total Postage & Fees 9 O ru C3 L C3 r. orPo Box No 0 d 0952 rv( l��e�'rrxa�r►YaoirK:... R EI Ir Domestic Mail Onl ; No Insurance overs a rout e For deliver information visit our we si e a w.r::.,._��... I F�a� P� _ rq Postage $ \t+t $ I , Ln Postage O Certified Fee L C3 -"ZIR• (Endow 4= ftBPQXi Here O M red) 1. \ / Total Postage & Fees Total Poetaoe & Fees Ire• 1;' r C3 0 �. j . • ru .:.4�I. I I 4U vs Fore aeon. Au .� r z ru i`- o POBoxNo. �U / /(.✓l M//. c' ,d.r.S� l��e�'rrxa�r►YaoirK:... l:412AlLAI M:1*012112 mw o F�a� P� _ rq Postage $ \t+t Certttkd Fee O O M Return Recelpt Fee (Endowment Required) ftBPQXi Here O O (F reemnd,n�t RequlrFetl�) \ / S Total Poetaoe & Fees $ 0 3�r11J ru i`- o POBoxNo. �U / /(.✓l M//. c' ,d.r.S� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of SEAN McCOYD COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING E Iomn I loll.53095 Main Rd. P.U. nay 1179 Soulhold. NY 11971 "Iclephone (631) 765-1892 I a\ (631) 765-6641 1, [I,�e f6eSDJ,1 ,residing at/dba-WA49Lff C—W1114/e&V-62%/17 4- /A,/ C. being duly sw/[orrn, depose and say:' ' That on theAay of 201,8. 1 personally posted the property known as by placing the Board of Trustees official poster where it can easily be seen, and that 1 have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday, February 20, 2013. Dated: (signature) Sworn to before me this _ 9�day of ' 20A O� � dv� No ar Public tvin?t`ew D hans No'.York OP ty f 61 r;c con,ni L,_ j .df, 122, 2011 `10: Q M lames P. ping. Prceideni � N Ruh (ihomo. Jr.. Vicc-Prc,idenl y, T Danc Bergen " O John III edemeel Michael J. Domino .� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of SEAN McCOYD COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING E Iomn I loll.53095 Main Rd. P.U. nay 1179 Soulhold. NY 11971 "Iclephone (631) 765-1892 I a\ (631) 765-6641 1, [I,�e f6eSDJ,1 ,residing at/dba-WA49Lff C—W1114/e&V-62%/17 4- /A,/ C. being duly sw/[orrn, depose and say:' ' That on theAay of 201,8. 1 personally posted the property known as by placing the Board of Trustees official poster where it can easily be seen, and that 1 have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday, February 20, 2013. Dated: (signature) Sworn to before me this _ 9�day of ' 20A O� � dv� No ar Public tvin?t`ew D hans No'.York OP ty f 61 r;c con,ni L,_ j .df, 122, 2011 i ,NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a public hearing will be held by the SOUTHOLD BOARD OF TRUSTEES at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. , OWNER(S) OF RECORD: 5eo�n McCoyd SUBJECT OF PUBLIC HEARING: To elevate the existing single-family dwelling and garage (1,360sq.ft.±) and deposit/grade clean fill (115 cubic yards ±) thereon; the dwelling is proposed to be elevated to 9.0' and the garage is proposed to be elevated to 8.0'. TIME & DATE OF PUBLIC HEARING: G n Fib n4 oZ0 cROi 3 • on ora�'6: UO #*A? If you have Interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m and 4 n.m_ BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 11 Board of Trustees AppBoation County of Suffolk State of New York SEAN McCOYD BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMELESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY BIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES(SO, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. Signature SWORN TO BEFORE ME THIS Z $ DAY OF � 20LS f /Nofwy Public Matthew D.Ivans al � ie.v York Cuunty 22, 20/ Comms sio bw Es January � 9 0 Board of Trustees Appliostion AUTHORIZATION (where the applicant is not the owner) I, SEAN McCOYD residing at 65 Kenwood Road: Garden City. (print owner of property) (mailing address) New York 11530 do hereby authorize Suffolk Environmental (Agent) Consulting. Inc. to apply for permit(s) from the Southold Board of Town Trustees on my behalf. (Owner's signature) 0 nr ra.a�.rv�a 0 TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of the town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: McCOYD, SEAN Last name, first name, middle initial, unless you are applying in the name of someone a se o o er enuty, such as a company. If so, indicate the other person's or company's name.) NATURE OF APPLICATION: (Check all that apply.) Tax grievance Variance Change of zone Approval of plat Exemption from plat or official map Other (If "Other," name the activity.) Board of Trustees Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the town officer or employee has even a partial ownership of (or employment by) a corporation in which the town officer or employee owns more than 5% of the shares. YES NO X If you answered "YES," complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself (the applicant) and the town officer or employee. Either check to appropriate line A) through D) and/or describe in the space provided. The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater then 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation); B) the legal or beneficial owner of any interest in a noncorporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or �) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 28r/ iLday of -JZ"14M 2013 Signature Print name SEAN McCOYD WtthPW D. Ivans r,iF',„ York Ssrtclk Count res anuary FORM - 06/10 Comm��sior, Lxpres January L,20 /Y Town of Southold Erosion, Sedimentation & Storm -Water Run-off ASSESSMENT FORM PROPERTY LOCATM. s.WLALC THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 1000 - 087 - 03 - 066.4 6TORM-WATM GAMIM DRAINS AND EROSION CONTROL PLAN 1=917 TR ori -§IiW -IW— C A O SCOPE OF WORK - PROPOSED CONSTRUCTION rTEM # / WORK ASSESSMENT Yes No a. What Y the Total Area of the Project Pamela? tits Project Retain AN Storm -Witter Rum -011 (include Total Area of all Parcels located within 0.31 acres the Scope of Work for Proposed Construction) Ge a Generated try a Two (21 Inch Raidati do Shite (S. F. /Aces) (• •'Ice NBIII W� IIICIIIde 8I FUROR Cleated by site X ❑ b. Whet M the Total Area of Land Clearing clearing andfor construction activities as well as ag — and/or Ground DYdrfbance for the proposed < 0.1 acre. Site Improvements and the permanent creation of construction aetivk7R (S.F. rAoe) us Imperviosurfaces.) 2 Does the Site Plan and/or Survey show AN Proposed PROVIDE BRIEF PROJECT DESCRIPTION tPwus Ade PyW «wr.ero Dralnelie Structures Indicating Size a Location? This X Item shelf Include all Proposed Grade Charges and AWlicant proposes to elevate the existing Single- Slopes Controlling Surface water Flow. 3 Does the SHO Plan and/or Survey desaWa the erosion and sediment control practices that will be used to %( a control site erosion and storm water discharges. This nem must be maintained thorouglhouA the Endre Construction Period. Family Dwelling & Garage (1,360 square feet +) and deposidgrade clean fill (115 cubic yards +f thereon. The dwelling is proposed to be elevated to 9.0' and the ganWe is proposed to be elevated to 4 WIII this Project Require arty Land Filling, Grading or 8.0'. Excavation where there Is a charge to the Natural ❑ X Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Dlsturbing Activities Encompassing an Area In Excess of Fore Tho sand❑ X Ground (5,000 S.F.) Square Feel of Surface? 6 Is there a Neutral Water Course Running thaotgh the Site? Is this Project within the Trustees jurisdiction or within One Hundred (IW) keel of a Wetland or general DEC SWPPP Reaammeas: SubNFsbn of a SWPPP Is required for Y Carebucdw sobvi es kn'olvirg mol Beach? dwwMnas orae (t) or nae acres. Including amaburcas of teas than one acre M 7 Will there be Site preparation on Grade Slopes are part of a Wperoormmn plan uw will ua naloy disMD one or nae acres of Tend: which Exceed Fifteen (t 5) feet of Vehteal Rise to ❑ X knck**V Cansuuabn aatlrYes MaNig sol dbaxloss tun aro (I) sae where One Hundred (100') of FlodzOMal Distance? the DEC hes dNwmied arta SPOES pemil la required for". watardischerges. (SWPPP's Shin main tie M Mbrm RagWremnw W tie SPM general Perms S WE Driveways. Parking Area or other Impervious For sten Wear DlaeMrpa from Constructor activity • Pamat No. GPs -10401.) Surfaces be Sloped to Direct Sbrm-Water Runt X El t. The SWPPP shell be prepared prior to the Submittal of tie NOT. The Hct shut be into and/or In the direction of a Town right-of-way? suMNNd to the Ospsibrent prior to tea commencement of eenwhWon activity. The SWPPP denote , 9 WE this Project Require the Placement Material. 2. shell tie erosion and sedinwe cored prae and Mire of requiw, pogo nwnioa n seen Wale aw"emWa paaI Sea war be wee and/or Removal of Vegetation and/or the Construction of anyX oonsbuasd m reaxe 0e Poaaenla instorm waladlaUpos a arnd to sums tie fir osniPSWnoa with ms ant mnAilons of tint permit. N addSah. tr 5wPPP shY Item Within the Town Right -of -Way a Road Shoulder — Area?muTb nwaNOTbrtlaesse MwYastlanMafewrsaeell) — Merely peYMW aaurcea e1 poaabn whin rosy ramoneW be e>mabd n aged to quelly of slam walm I - gn. NOTE: Spry Answer to questions One Through Man Is AnswerW with a Chw*Mark s. A4 SWPPPs tiw require tlepod-construadon storm newmaragernara prsdbe In a Bos and The awriudbn slle d4habenoe Mtetrwah 0.400 S.F. t l Acre In area. onnVorne shWbepepwWbyagAWAdDosign Piefessim Licensed w New York Sot Is Mhowledpeebla In Se Windplss ant pradloss of Sam W@W YWhagWanL aatsne4YaMr, Oredit Drainage t Erosion Control Plan M Raguirsd by an, Town of aaMwW W Ya be tW matodfa R$ W- Prior to Monsoon OfAny Bnntidhg MNL (nd7E Aaea YWk(i)wWw AAwW Mr,ed,guetlmlanspaea tweOareMMAiptatlw) S1'A'1£ OF NEW YORK, SUFFOLK BUNIY QF ..............SS CEA. NDERSON9SUFF5CK'-*... • 71ta11 ENVIRONMENTAL CONSULTING_. . • ..•..••.. INC.being duly swum, deposes and says that he/she is the applicant for Permit, piwns ol4Mrlpuil�ilpriig Dau+mntl AGENT And that he/she is the ................................................................................................................................................................... (ower. CorracW, A9W f)aParala Olaaer, staj Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have perforated the said work and to make and file this application; that all statements contained in this application are we to the but of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed he Sw� to before me this; .....�................./:. L 20 �15 n4athhPw Notary Publicell r [ n,,;,ot f cry Yot...,..... -.---,.. ...... ............ (S+gnw.a aAppkara) FORM - 06/10 Comm��sior, Lxpres January L,20 /Y 0 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trusteesfue ltpprf�eern local ffi libraries and the Town Clerk's oce.n � f �/ f B. DESCRIPTION OF SITE AND PROPOSED ACTIOr JAN 3 0 2013 SCTM# 087 03 066.4 ut of own The Application has been submitted to (check appropriate resp �nsp.)- Board of Trustees Town Board ❑ Planning Dept. ❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: // Applicant proposes to elevate the existing Single -Family Dwelling & Garage (1,360 square feet +) and deposidgrade clean fill (115 cubicay rds 0 thereon. The dwelling is proposed to be elevated to 9.0' and the g raee is proposed to be elevated to 8.0. Attach additional sheets if necessary Location of action: 3360 Minnehaha Boulevard; Laughing Waters, New York Site acreage: 0.31 acre ± Present land use: Improved with single-family dwelling and related appurtenances Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: SEAN McCOYD (b) Mailing address: 65 Kenwood Road; Garden City, NY 11530 (c) Telephone number: Area Code (516) 640 — 9156 (d) Application number, if any: N/A Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ® If yes, which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III — Policies; Page 2 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III — Policies Pages 3 through 6 for evaluation criteria ❑ Yes 0 No ® Not Applicable Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III — Policies Pages 5 through 7 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III — Policies Pages S through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Protection from tlooding during a storm event. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Subject Proposal is not applicable to Policy 5 Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Subject proposal is not applicable to Policy 6. Attach additional sheets if necessary 0 0 Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Sublect proposal is not applicable to Policy 7. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Attach additional sheets if necessary PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III — Policies; Pages 38 through 46 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Subiect proposal is not applicable to Policv 9 Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water -dependent uses and promote siting of new water -dependence uses in suitable locations. See LWRP Section III — Policies; Pages 47 through 56 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Subject proposal is not applicable to Policy 10. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town Waters. See LWRP Section III — Policies; Pages 57 through 62 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Subject proposal is not applicable to Policy 11. Attach additional sheets if necessary E El Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III — Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Created on 5125/05 11:20 AM Suffolk Environmental Consultin•Inc. Nevrman Village, Suite E, 2322 Main Street, P.O. Box 2003, Bridgehampton, New York 11932-2003 (631)537-5160 Fax: (631) 537-5291 Bruce Anderson. M.S.. President Hand Delivered PR January 30, 2013 JAN � Mr. Jim King, Chairman 3 0 X013 Board of Trustees S= = or,:hold "rn, JI Town Ball P.O. Box i l i 9 Southold, NY 11971 Re: McCOYD Property Proposed Dwelling Elevation Situate: 3360 Minnehaha Boulevard; Southold, New York SCTM#: 1000 — 087 — 03 — 066.4 Dear Mr. King, This Firm represents the owner of the above referenced property, who is seeking approval to elevate the existing single-family dwelling thereon. In order to do so, a wetlands permit from your Board is requested. Please find attached: (1) Town of Southold Trustees Wetlands Permit Application (original and two [2] copies); (2) Short Environmental Assessment Form (original and two [2] copies); (3) Local Waterfront Revitalization Program application (original and two [2] copies); (4) Town of Southold Erosion, Sedimentation & Storm -Water Run-off Assessment Form (three [3] copies); (5) Photographs of the current condition of the dwelling (three [3] sets); (6) Location Map for reference (three [3] copies); (7) Survey, prepared by PECONIC SURVF.TORS, last dated January 29, 2013, indicating all existing and proposed conditions thereon (three [3] prints); Hammarth/ 0 0 2 (8) Project Plans prepared by JOSEPH FISCHETTI, P.E., dated January 21, 2013, indicating the project specifications (two [2] sets); and (9) Check made payable to the Town of Southold in the amount of $250.00 covering the requisite application fee. By way of this correspondence, and on behalf of Mr. McCoyd, I respectfully request for the commencement of review of the attached application, and the subsequent scheduling of this matter before the next available Town of Southold Board of Trustees meeting for permit issuance. Should you have any questions regarding this matter, please feel free to contact this office at any time. Thank you in advance for your cooperation. Sincerely, Matt D. Ivans enc. CC: S. McCoyd N APPROVED BY BOARD OF TRUSTEES TOWN OF SOUTHOLD DATE I z 113 N89046'07"E 6.39' SSS3028'F TEST HOLE DATA BY MCOONALO GEOSCYENCE 12/$/12 EL 4.6' DARK BROWN LOAM OL ___-- 0.5' BROWN SILT' SAND SM 4' BROWN CLAYEY SAND SC EL -0.1' ----- 4.7' WATER WATER IN BROWN CLAYEY SAND SC -- - 7' WATER IN PALE BROWN FINE TO MEDIUM SAND SP 17' Ns,: 3 -,Witx .y2�* rA '��' kq 1fR //v �r , J 9�_ ro* 4�/Nc */9 0%41C k'q 14% Ate,, it f26 0 , 3 X xx �Q1 ��oP�� QJOJa 8 h\ - �k 4 `Y �� `off SURVEY OF PROPERTY AT LAUGHING WATERS TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-87-03-66.4 SCALE: 1'=30' DECEUB R 19, 2012 n JAN. 25, 2013 /adduaW I(Jnul f JAN. 29, 2013 fe"Noasl FEB. 0, 2013 (adMoirl PROPOSED FILL 115 CU. YDS. FXL El PRIMOM DWTMR -0 ETTO BE QE1A� - FFk Fk Fir. * a RAM RUNOFF CONTAINMENT NOUS t GARAGE - 1371 S93t. 1371 " I • OJ 7 " 233 CUM. 233/22.3 "10.3 VF PROVIDE 3 DWS - 6'0 • 3.5' DEEP OR EQUAL DW: TO BE CONVECTED BY LEADERS t GUTTERS I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construgf, The locate from field ELEVATIONS REFERENCED TO N.A.V.D. - a,aN FLOOD ZONE FROM FIRM MAP NUMBER 36103CO166H F-- SEPTEMBER 25, 2009 � ANY AL TERA 770N OR ADDITION TO THIS SURVEY /S A KOLA 770/V "✓O. dot OF SEC7701V 7209OF 7HE NEW YORK STATE EDUCAT70Nl LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77RCAT70NS HEREON ARE VALID FOR THIS MAP AND CANES THEREOF DAILY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. & public water shown hereon are from data obtained from others. "' N.Y.S. LIC. CONIC VEYORS, P.C. (631) 765-5020 FAX (631) P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 11� 49618 765-1797 W U) Z) O 2 W Q w � � A Q z x cn x Z 00 .1 11 111H Ld J 44-LL71. FRONT ELEVATION Q SCALE: 1/'4" = 1'-0" e` w %9 z°zn, W 1O dm N Q m X p aoDW 'j, W W APPROVED BY Of ® BOARD OF TRUSTEES a TOWN OF SOUTHOLD LLDATE 3 12_ 13 RIGHT ELEVATION DRAWN BY: IF SCALE: 1/4" = 1'-01" January 21, 2013 n E braV��OV� a � SCALE: 1/4" = 1'-0" fS 1 � � o.� Ilfn�f n � o JAN 3 0 2013 �) p �' ` SHEET NO: Southold Town �161S LCENr,4,OQP oa al Trusf"ns w cn D O w H W Q F c Q - ¢ zx cnEl ELE w REAR ELEVATION SCALE: 1/4" = 1'-0" ee w w z Z zig z m O p9 aC)s MI❑too a LEFT ELEVATION SCALE: 1/4" = 1'-,O" DRAWN BY: JF January 21, 2013 OF N6{yyo SCALE: 1/4" = 1'-0" a SHEET NO: ,0 0525%� 9p SS�� m ------------------------------ ------------------------------ i v u i N EXISTING GARAGE EX FINE FL 53 NEW FIN FL: 8.0' m N �O FOUNDATION PLAN SCALE: 1/4" = 1'-0" 2X6 DF#2 012.00 ANCHOR BOLTS "48"OC DRILL &EPDXY IF REQUIRED FLOOD VENT CONC SLAB EL 45 OF WALL EL 8.2' GRADE AT REAR 8" CONC 24"X8" CONC F (3) #4 CONTINUOS NST REBAR 8+18"1 � H l I u i ------------- i GC AND MASON TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCBON 2 REMOVE ALL EXISTING LOCUST POSTS AND REMAINING FOUNDATION AFTER HOUSE IS LIFTED AND SUPPORTED FOR NEW WORK 3 NEW AND EXISTING FINISHED FLOORS TO BE FLUSH ADJUST EXISTING WITH ACQSILL PLATES (SEE DETAIL) 4. FOOTING TO BE 24"XB' CONTINUOUS, REINFORCED w/ (3) #4 REBAR. BOTTOM OF FOOTING TO BE T BELOW GRADE ON UNDISTURBED SOIL (E 20') 5 B" CONC BLOCK OR POURED CONCRETE WALL TO BE DAMPPROOFED PER NYS CODE TOP OF WALL TO BE AT EL. 72' FOR HOUSE AND GARAGE. 6, INSTALL 2" THICK SLAB AT LIVING SPACE CRAWL SPACE TYPICAL) OVER EXISTING GRADE 7, BUILD UP GARAGE SLAB HEIGHT (EX. 53) TO 65WITH COMPACTED SOIL OR CRUSHED STONE SLAB TO BE 4- THICK REINFORCED WITH WMM (IVP) PITCH SLAB TO OVERHEAD DOOR OPENING B INSTALL MINIMUM (1) 2X6 ACQ SILL PLATE OVER COPER-TEX TERMITE SHIELD AND FOAM SILL SEAL 9 SILL PLATE TO BE SECURED TO FOUNDATION w/ 5/B"diz ANCHOR BOLTS, nn 7" EMBEDMENT 05" FOR CONC. BLOCK). ALL BOLTS TO BE SECURED TO SILL PLATES w/ 3X3 SQUARE WASHER AND NUTS SPACE ANCHOR BOLTS A748" OC. AND WITHIN V OF ALL CORNERS AND INTERSECTIONS 11 w U) D 0 w cn w a�a U� Z ----------------------------- � A W zu, O Q z x cn Z 0 --------------------------- LL w H LL O cr i J 00 a '777777 7 D � o C C LL x jo x r IV i B"X16" CONC. BLK. PIER 32"X24W S' CONE FFG i (3) 2X10 DF#2 GIRDER -i 131 21 2%10 DFA'2 GIRDER (31 2%10 DF#2 GIRDER x(3) 2X10 DF#2 GIRDER 8'-71/," 8'-7" T-10" 7'-9%" LL U a 0 0 io IV i ------------------ -------------------------- (3) 2% D DF#2 GIRDER (3) 2X10 DF#2 GIRDER 8'-4" 814n oow u B"X16" CONC BLK PIER i �a 32'X24"X12" CONC FTG. m i __________________________________ AREA 1074 SQ FF INSTALL: min (6) '-F _____________y___._________.____________________r, BX16 FLOOD VENTS i ------------- i GC AND MASON TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCBON 2 REMOVE ALL EXISTING LOCUST POSTS AND REMAINING FOUNDATION AFTER HOUSE IS LIFTED AND SUPPORTED FOR NEW WORK 3 NEW AND EXISTING FINISHED FLOORS TO BE FLUSH ADJUST EXISTING WITH ACQSILL PLATES (SEE DETAIL) 4. FOOTING TO BE 24"XB' CONTINUOUS, REINFORCED w/ (3) #4 REBAR. BOTTOM OF FOOTING TO BE T BELOW GRADE ON UNDISTURBED SOIL (E 20') 5 B" CONC BLOCK OR POURED CONCRETE WALL TO BE DAMPPROOFED PER NYS CODE TOP OF WALL TO BE AT EL. 72' FOR HOUSE AND GARAGE. 6, INSTALL 2" THICK SLAB AT LIVING SPACE CRAWL SPACE TYPICAL) OVER EXISTING GRADE 7, BUILD UP GARAGE SLAB HEIGHT (EX. 53) TO 65WITH COMPACTED SOIL OR CRUSHED STONE SLAB TO BE 4- THICK REINFORCED WITH WMM (IVP) PITCH SLAB TO OVERHEAD DOOR OPENING B INSTALL MINIMUM (1) 2X6 ACQ SILL PLATE OVER COPER-TEX TERMITE SHIELD AND FOAM SILL SEAL 9 SILL PLATE TO BE SECURED TO FOUNDATION w/ 5/B"diz ANCHOR BOLTS, nn 7" EMBEDMENT 05" FOR CONC. BLOCK). ALL BOLTS TO BE SECURED TO SILL PLATES w/ 3X3 SQUARE WASHER AND NUTS SPACE ANCHOR BOLTS A748" OC. AND WITHIN V OF ALL CORNERS AND INTERSECTIONS 11 w U) D 0 w cn w a�a U� Z � � A W zu, O Q z x cn Z 0 O LL w H LL O cr J a January 21, 2013 SCALE: SHEET NO: 0 w a�a U� Z CD Z W zu, O Ln 002 Z Ohm LL w LL O January 21, 2013 SCALE: SHEET NO: 0 W O w H W 181.011 40'-6" Q � A zx x 0z -- -- -- 16r1 Q cr O GARAGE M. BATH W 0 RE -BUILD GARAGE O N MATCH HOUSE WALL BEDROOM No. 3 PIAT HEIGHT „ „ A " LIVING ROOM MASTECBEDROOM A BATH ----.i No.2 PULL .. 0 DOWN STAIRS c W _______ 00 (p� W BANQUET Ui Z 00 KITCHEN ° Z �ZU, N W X Q L6 Qm O w BEDROOM No. 2 .-=[ EXIST DOOR � 0 Cld O TO RENNIN U) N w 0 �O a 14'_0, 11._2,. 17-_2" 161_211 FLOOR FLAN DRAWN BY: IF SCALE: 1/4" = 1'-0" January 21, 2013 pF NEkr� SCALE: 1/4" = V-0" tip f1 cHF� 00 • 9I SHEET NO: 525 W Can O w a W oc � � A Q zx cn x x o o 12 Q 6� U � u.LLer W i /RIDGE r O J Q U EXISTING ROOFTO REMAIN / JXR DF#J RR PI6'QC EXISTING ROOF TO REMAIN W Z Z W 0 N Q m=� O P U) aroma LL W LL o ROOF PLAN SCALE: 1/4" = 1'-0" DRAWN BY: JF January 21, 2013 �p NEW Y SCALE; 1/4" = 1'-0" O SHEET NO: FESS H W cn EXISTING 2X8 RIDGE D EXISTING 2X6 RIDGE O EXISTING 2X6 RR 2XB RIDGE WWI XISTNG 2X6 RR @24-OC 2X8 RIDGE @24'OC X Cl 2X6 RR EPWOC 12 CRICKET @A �b /A (c�n// EX. CJ W EXISTING ROOF AND CJ A14"OC �W.{ Imo, CEILING TO REMAIN 2X6 DF#2 CJ @I6"OC AT MASTER BEDROOM REBUILD GARAGE ®® 5/8' TYPE-X FIRE RATEDSHE�y ®® AND CEILING ON WALLS AND CEILING PER CODE1.4 F-1 Z VJ O NEW 3/4" SUBFLOOR OVER c 2XB DF#2 FJ @121POC RZ E%IS O cr,CE, O G LOOR M (3) 2X10 DF#2 GIRDER EXISTING GIRDER i FIN FL EL BD' GRADE NEW 4" CONCRETE SLAB Q GRADE FIN. FL. EL. 4.5' NEW 2" CONC SLAB REINFORCED w/ WMM PITCHED TOO H DOOR WCONC BILK WALL OWE" CONC (TYPICAL) BILK PIER J FBOTTOM OF FTG.: 32"X24"X12"' BOTTOM Of FTG.. EL ,S' CONC FFG SECTION A-A EL 15' SCALE: 1/4" = 1'-0" 7 A, tn . uTMI ca W 4jrW� I UEl [...�_4O N OGEE GUTTER - STANDARD S' Q O O w NOTES. 1��I Z DO=r 1). EXECUTION. O = W A) DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. (n a' 0 2). PREPARATION: W A). CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. w B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. to C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACTWITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. u� a 3. INSTALLATION: rDRYWELLSTOBE A). PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS 1). GUTTERTO BE PITCHED TOWARDS LEADER V TO 2' FOR EVERY 40'OF RUN. SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.COPPER/LEAD: FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND . ACCESSORIES. B). ALUMINUM: RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED SEAL CONNECTION WATERTIGHT. OO4). PROTECTION: o DRAWN BY: IF A). PROTECT INSTALLED PRODUCTS UNTM COMPLETION OF PROJECT. B). TOUCH-UP. REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. SOFNE6(A January 21, 2013 �•u� yA 1scyF9� 10 SCALE: 1/4" = 11-0" WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL c 2 SHEET NO: AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) 52" WLND6 MEDElNSfliOfE DNFASIFHINGSOMUMMRWDDDSTLUCN PMN WMDMULTIIWLPNJELS AMINIMLMTHIWIESSGF7116" 31,10 PNDMAVM)MPANELEPANDF.FFEFSHENBEAROWAIEOOWDPFNWGRTOS2 INON 1.4, 6M.6,5 RYTMMI .1.40E YS. EEDP & NVEAG42m DEEWNGS OFIATTAOIMENFHMOWRREPRDVO MGPRTDMONINDNE-A,160 ANDTPIIE 1W.P DFNY5. BEAU IAL N RUMUNNDE) 1X1515O NOTA GUIISI"U"ON MR DESIGN-PRESSURE. NL OPENINGS MUST HWE OFSIGN4RESSURE UWM➢ES WHERE AFPUMG O M-MELS MUST lEMM=AHO RFADYTO USE ON ANY NEWWINDOWSµD LUDM. SHUTME MUST 6E MARRED FORWHRTOPENING R LSTO[OYER HAROWAREMUSTA OMPANYSHUTTERSMRINSTAWTION. t 11� � 11 I I ll� 1 11 I I •1 S � € ��iiY...l.■■�Y..C..�i.LY�CC I I�„N„��)IMM)■■■''� III �I I I,I II ,I�I WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT G GOOD CONSTRUCTION, FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ENDWALL FLOOR USP NUMBER DESCRIPTION APPLICATION IST A056 HOLO DOWN CONNECT TOISIDEOFALLCORNEAS 4'-B' LSTA24 ANCHOR TO FOUNDATION WIANCHOR BOLTS SIDEWALL FLASHING - GRANULAR FILL 21-IIW x209 MOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS ON 2ND ADDS HOLD DOWN BOTH BOT PLATE OF 2ND FLOOR AND TOP B' -Ta' LSTA30 ANCHOR PLATES OF IST. FLOOR. CONNECT THROUGH MAINTAIN AT WALL-- MAINTAIN GAA G Q m O THE FLOORS TO EACH OTHER WI THREADED ROD. METAL STRAP RIM BOARD SILLPLATE(S) FOUNDATION STAFFING TO BE ATTACHED TO WALL STUBS B4r OC FLOOR JOIST DEPTH USP NUMSEPI DESCRIPTION I APPLICATION 4'4'MF7ER DAMPPROOF EMERIOR 1 MM' x t Ape. TYDOWN ANCHOR STALL 4'0"OC 4'-B' LSTA24 1-114'S21'20pA. STRAP AND JACK 6TU06 SIDEWALL FLASHING - GRANULAR FILL 21-IIW x209 MOWN ANCHOR ON ALL OPENINGS • OP FINISH INSTALL 4'D'OG. B' -Ta' LSTA30 1-i14'x30'tepe. STRAP ANDJACKS MAINTAIN AT WALL-- MAINTAIN GAA G Q m O ON ALLOPENINNING9 CONC SLAB 'e ' ROOFING TO AVOID SOMING INSTALL40"O.C. WALL LSTA38 y 114'X"6'18'. STRAP ANOJACKSTUDS W UIL y I� "O ONALLOPENINGS 2ND. IST FLOOR WALL STAPPING TO BEATTACHFL TO WALL STUDS ®4S'OC AM ALL MNnnW/nMR nPFul.r. vru rn inc FLOORJOI6T DEPTH UGP NUMBER DESCRIPTION APPLICATION 4'4'MF7ER DAMPPROOF EMERIOR 1 MM' x t Ape. TYDOWN ANCHOR INSTALL4'p'O.C. 4'-B' LSTA35 F114'46'18pA STRAP AND JACKSTUDS SIDEWALL FLASHING - GRANULAR FILL 21-IIW x209 MOWN ANCHOR ONALLOPENINGS • OP FINISH INSTALL 4'0'O.C. A' -1B' MSTA4A 1- 114 -MAY 16'.. STRAP ANO JACK STUDS MAINTAIN AT WALL-- MAINTAIN GAA G Q m O ONALLOPENINGS KINGSTUDS CRIPPLE STUD HEADER JACK STUDS R LOCATION USP NUMBER DESCRIPTION APPLICATION ROOF I UTA2a 1-1ICxIle2ppa. STRAPAPPLY OVER RIDGE TO EACH RAFTER CIDTAT TDP -SIDE OF USP NUMBER DESCRIPTION HIMNEY 4'4'MF7ER DAMPPROOF EMERIOR 1 MM' x t Ape. TYDOWN ANCHOR O RI WALL SHEATHING 6MILPOLYONEMERIOR EACH RAFTER SIDEWALL FLASHING - GRANULAR FILL 21-IIW x209 MOWN ANCHOR CONNECITO • OP FINISH STEELCOLUMN N R TO LAND USHINGMOISTURE 9MRIER TO LAP G A \ MAINTAIN AT WALL-- MAINTAIN GAA G Q m O BETWEEN WALL SH AND CONC SLAB 'e ' ROOFING TO AVOID SOMING z WALL ACTION KUP ROOFING NABS OUT OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, EXTENDS UNDER SHAMBLES AT MES4INCHESMDLMS SHINGLES AT BASE MIN, 4INCHES SIDE WALL FLASHING METAL FLASHING AT ALL EAVES, 610E10ALL6, AND RAKES - PROVIDE HEMryED MGM 60 A6 TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION TYR CDNC FOUNDATION USP NUMBER DESCRIPTION CONC .6LAB A 4'4'MF7ER DAMPPROOF EMERIOR 1 MM' x t Ape. TYDOWN ANCHOR O 6MIL. POLY CRAWL SPACE OR FOUNDATION 6MILPOLYONEMERIOR EACH RAFTER y - GRANULAR FILL 21-IIW x209 MOWN ANCHOR CONNECITO • v WALLBOTTOMe-oNCRADPUTETOFOUNDATIONE STEELCOLUMN N sw A \ II� Q m O CONC SLAB 'e ' Q z 0 =3 A � x W UIL y I� "O COMPACT FILL 00 a I Al KEYWAY 00 v A Q.p Q A • a u I •- CONC. FTGe- W REINFORCING BAR DRAINTILE .NP DRAIN Til TYPICAL CONC, FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING 12' MIN. 3"STEEL COLUMN ANCHORED TO 24'YNIN12' CONC FTG. REINFORCE WITH (2) ♦4 REINFORCING BMS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS REINFORCE FOOTING WITH 12) A4 REINFORCING BARS. LOCATION USP NUMBER DESCRIPTION APPLICATION 4'4'MF7ER RTIC 1 MM' x t Ape. TYDOWN ANCHOR O CRAWL SPACE OR FOUNDATION THROUGH VENT EACH RAFTER S'-17 RAFTER) RT20 21-IIW x209 MOWN ANCHOR CONNECITO ADS PASSAGE CONFORM TO SLOPE WALLBOTTOMe-oNCRADPUTETOFOUNDATIONE EACH RAFTER RAFTER p \ TOP PLATE WALL STUB LOCATION USP NUMBER DESCRIPTION MFTER/PUTE RT16 TYDO' ANCHOR F PUTEANALL SPTH4 STUD PLATE ANCHOR PU OBL. SILL PLATE TERMITESHIELD SILLGASKET ' v, HEIR RAFTER THROUGH-RODF EXHAUST \ By VENTBEELEC LECTONTRA LOUTEDED CONTRACTOR VENTILATION CHANNEL AS REMBRED RAFTERS MAINTAIN VENTILATION BLOCKING 2x4 LEDGER 2X4 SOFFIT JOIST MINIMUM NET FREE VEIDEDWIIHA FASCIA MINIMUM NET FREE VENTILATING AREA NOT SLESS PACE VENTILATED. N1/150 ILATEDF THE AREA OF GUTTER THE LL CO NTIUTET. ALL CORROSION- BH ALL BE COVERED WITH LORgO90N- ONTI SCREENED VENT RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / W. PLYWOOD OPENBNGS OF M INCH IN DIMENSION SOFFITED EAVE ROOF VENTILATION / SOFFITED SAVE DETAIL NEOPRENE GASKET ROOF JACK !, n ROOVTNG LAPS IDE ANCHOR BOLT CONNECTION USE WITH 3x3 SOpARoW WASHERS SIDESS AND T TOP ANCHOR BOLT CONNECTION RIDGE CAP OF SAME SIB' DIA ANCHOR BOLT cn MATERIAL AS ROOFING MAXIMUM SPACING SILL PLATE TO FOUNDATION NAILED TO SHEATHING CRAWL SPACE OR FOUNDATION THROUGH VENT RAFTERS PRE -MANUFACTURED KEEP SHEATHING MRN 1-1/2" RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE OVER RIDGE TO ADS PASSAGE CONFORM TO SLOPE WALLBOTTOMe-oNCRADPUTETOFOUNDATIONE OF ROOF N NEOPRENE GASKET ROOF JACK !, n ROOVTNG LAPS IDE ANCHOR BOLT CONNECTION USE WITH 3x3 SOpARoW WASHERS SIDESS AND T TOP ANCHOR BOLT CONNECTION FOUNDATION SIB' DIA ANCHOR BOLT cn SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION LU CRAWL SPACE OR FOUNDATION i6TORY T2'OC SILL PLATE TO FOUNDATION l ^ V CRAWL SPACE OR FOUNDATION 2STORIES 35'OC WALLBOTTOMe-oNCRADPUTETOFOUNDATIONE LU N sw 12STORIM Sr OC 1/2" WOOD NOTCHBUM FOR MUDSB.L IF REQUIRED -- MAXIMUM RAR NOTCH EQUALS 1/4 DEPTH OF BUM SHEET METAL / 30r FELT UNDER BUM AT POINT OF CONTACT WITH CONCRETE OR CONC BLOCK .. SHIMS TO LEVEL BUM 3" MINIMUM BEARING SURFACE FOR WOOD BUM BEAM POCKET FLASHING UPS ROOFING AT BOTTOM ROOF JACKS G VENTS DETAIL I DOORFRAME O�RG USE 2XF 4' bLAB ,♦ I FOR BLO[NOUT 16X6 DRAM - ELOPE 4'DRIVEMIAY — 4 ••O.4 _ •AA•.c. ♦ P • —I GARAGE DOOR BLOCKOUT WALL STUD BOTTOM PLATE BATHTUB DOUBLEJOIST BATH / SPA TUBS TO HAVE A DOUBLE FLOOR SOOTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR MUST DIRECTION WCTH SH JOSTS UNDER WALL FOR TOIBT NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING 024MC CIRC PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR 7 ABLE, SET FIR SOSTS APROX. 1/2" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. E REDUCE BUMP OUTS WOOD JOISTS :-/9�6 OgNTIN0006 WOOD PLATE i BOLTED TO STEEL BEAM WITH I/2 " DIA. BOLTS 4B" o c. STAG. STEEL BEAM 4" x 1/4" a B" STEEL TOP AND BOTTOM PLATE WRH I/2" X b' ANCHOR BOLT Y' GROUT 3" STEEL COLUMN 10 KIPS J TYPICAL BEAM DETAIL STEEL / BOTTOM BEARING —SUSFLOOR JOIST STEEL BEAM NOTCH JOIST AND ADJUST HEIGHT (WITH A NAILING PLATE IF NEEDED) TO BE APROX 1/2" OR HIGHER THAN STEEL BUM TO ALLOW FOR SHFUNKME (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) DRAWN BY: JF January 21, 2013 SHEET NO: r7A w cn LU • LU O Z 2 l ^ V Li Z } z Ian d LU N Q F� N II� Q m O A a Q z 0 =3 � x W UIL I� "O O 00 a W J DRAWN BY: JF January 21, 2013 SHEET NO: r7A w v^. c LU • LU aa U� Z l ^ V Z } z Ian d LU N N Q m O p 0 =3 � n0m W UIL I� "O ONy LL a DRAWN BY: JF January 21, 2013 SHEET NO: r7A NAILING SCHEDULE RnOF FRAMINI ,- JOINT DESCRIPTION aN NAIL NOTES STRUCTURAL PANEL Bd AS PER TABLE 3.81 SPACING WFCM-SBC RAFTER TO WWALL: 3-8d COMMON EACH TOE -NAIL TOP PLATE 10' WALL 4 -fid COMMON RAFTER PLYWOOD CEILINGJOIST e' WALL:3 Scl COMMON EACH TOE -NAIL TO TOP PLATE 10' WALL: 4.8d COMMON JOIST 0'O.0 FIIELD CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC ENO NAIL BLOCKING 2 -ed COMMON EACH TOE i TO RAFTER 200 ENO NAIL RIM BOARD 2 -16d COMMON EACH ENO TO RAFTER SEE CONSTRUCTION ANDWIND PATH CONNECTION END NAIL JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING TOP PLATE TO PER FACE NAIL 2 - i6d COMMON TOP PLATE FOOT SEE NOTE:' TOP PLATES AT JOINTS FACE INTERSECTIONS 4-16d COMMON EA SIDE NAIL STUD TOp. ifid COMMON 24" FACE STUD O.C. NAIL HEADERTO 16d COMMON 16"O.C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2-16dCOMMON PER 2.4 STUD END PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL BOTTOMPLATETO: PER FACE NAIL )OR JOIST, BAND JOIST, 2-16d COMMON FOOT SEE NOTE:1 ID JOIST OR BLOCKING -OOR FRAMING: JOINT DESCRIPTION NAL NAIL SPACING NOTES JOIST TO: q. pd COMMON PER TOE L,TOPPLATEOR GIRDER JOIST NAIL BRIDGING 2-8dCOMMON EACH TOE TO JO ST END NAIL BLOCKING EACH ^OE 2 -ed COMMON LEDGER TO BEAM STRIP I3-i6d COMMOMI EACH JOIST I FACE NAIL 3 -Bid COMMON PER FOOT Lai QINILILef.`I:IWIN 1:1101 i JOINT DESCRIPTION NAILNAIL NAIL NAIL JOINT DESCRIPTION SPACING I STRUCTURAL PANEL Bd AS PER TABLE 3.81 COOLERS WALLBOARD WFCM-SBC Lai QINILILef.`I:IWIN 1:1101 i JOINT DESCRIPTION NAILNAIL NAIL QTY. SPACING GYPSUM 7" O.C. EDGE5tl COOLERS WALLBOARD 10"O.0 FIELD PiT%1I W.`I:17_\I:1I 114 Lel JOINT DESCRIPTION NAIL NAIL BUILDING USE CITY SPACING STRUCTURAL WINTER AS PER TABLE 3. 8 PANELS Bd COMMON WFCM-SBC 7/16"OSB ed COMMON 3" O.C. EDGE PLYWOOD CURRENT 5 L HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 6- O.0 FIELD GYPSUM Sd COOLERS LOAD WALLBOARD AS FLOOR PLANS CROSS SECTION AND GENERAL 0'O.0 FIIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL NAIL DECKS 40 DTV. SPACING IO STRUCTURAL PANELS 8d COMMON W O.C. EDGE DESIGN LOAD CALCULATIONS V OR LESS 20 12" O.0 FIELD h � / NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1). Nailing requirements are based on wall sheathimg called e" an -center at the panel edge. If wall sheathing Is rated 3" on -center at the panel edge to obtain higher shear capacities, haling requimmenls for sfructurad member shall be doubled, or alternate connections, such as shear plates, shall be used to maintain lead path. 2). When wall sheathing Is can0nuous over connected members,the tabulated number of nails shall be permitted to be reduced tot - 16d nail per toot. PLAN G[0NTPWTA„ OCCU ANDY CLASSIFICATION R3 RESIDENTIAL SEISMIC BUILDING USE RESIDENTIAL DWELLING AT PANEL EDGES BUILDING HEIGHT WINTER ICESHIELD TOTAL SO, FT. OF CONSTRUCTION SNOW SPEED DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL COMBTRUCTION CODE AND TERMITE CURRENT 5 L HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL DESIGN UNDERLAYMEI FLOOD LOAD F AI FU=MENTS AS FLOOR PLANS CROSS SECTION AND GENERAL NOTES DEPTH EXT. BALCONIES 60 TEMP. DECKS 40 20 LBS. ATTICS w/o STORAGE IO SEVERE ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS P5F) h � / F+ O ROOMS (OTHER THAN SLEEPING) 40 TO HEAVY ROOMS (SLEEPING) 30 LH r STAIRS 40 GAURDRAILS (ANY DIRECTIOW 200 LV EXPOSURE CATAGORY LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL EASE 4 GENERAL NOTE AGE s< NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE gym' FIRE PROTECTION (SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RrSCWrCK CI IMATIC A (;Fn(4RAPHIC 11FRIf:N CRITERIA GROUND WIND SEISMIC NOTES FROST AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WINTER ICESHIELD 18d COMMON @) 6" O.C. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEI FLOOD LOAD (MPH) CATEGORY SEE NOTES1,3 DEPTH TEMP. REQUIRED HAZARDS 20 LBS. 110 B SEVERE 3FT. MODERATE I SLIGHT TO I 11 NONE - h � / F+ O TO HEAVY MODERATE LH r ROOF SHEATHING REQUIREMENTS FOR WIND LOADS - BREATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES W AT PANEL EDGES SUPPORTS IN THE PANEL FIELD LU 4' PERIMETER EDGE ZONE 18d COMMON @) 6" O.C. NCOMMON @6`O.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ e" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) INTERIOR ZONE j8d COMMON @ 6-0 C.1 Bd COMMON @ 1Z" O.0 NOTE; 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS j8d COMMON @ 4" O.0 8d COMMON @ 4' O.C. SEE NOTES1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1). For mof sheathing within 4 feet of the penmeter edge of the roof, including 4 feet on each side of the roof peak, the 4 toot perimeter edge zone aftechments required shell be used. 2). Tabulated 12 Inch o.c. nail spacing assumes sheathing attached to caner / truss framing member: with G>0.49 For turning members with <0.42<G<OA9, the nail spacing shall be reduced to 6lnches o.c. 3). Tabulated 4 inch o.c nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shell be reduced to 3Inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: BREATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES W ATP EDGES SUPPORTS IN THE PANEL FIELD LU 4' EDGE ZONE Bd COMMON @ 6" O.0 Sit COMMON @ 12" O.C. SEE NOTES' 1, 3 ( BOTH FIELDS) 2 Z �ZrrrI NOTE: 2 FOR PANEL FIELD INTERIOR ZONE j8d COMMON @ 6-0 C.1 Bd COMMON @ 1Z" O.0 I SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 root edge zone attachment requirements shall be used. 2). Tabulated 12 Inch o.c. nail spacing assumes sheathing attached to stud framing members wfth G>0 49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6lnches a.c 3). Far exterior panel siding, galvanized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1) PROVIDE SIB"TYPE-X SHEETROCK FIRE STOPPING AT IO'O MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2) USE SIMPSON HANGERS AND ANCHORS WITH Z -MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACO. 3). INSTALL 1 - CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. FIREBLOCKING REQUIRED Rrebloddng shall be provided to cut off all concealed draft openings (both vertical and hodzontal) and to form an effective fire barrier between stories, and between a top story and the roof space. nreblockig shall be provided In wood -fame construction in the following locations. 1). In concealed spaces of stud walls and partitions, Including funned spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as freblocking in walls constructed using parallel rows of studs or staggered studs. 2). At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop callings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with N.Y.S. Rendential Cade. 4). At openings around vents, pipes and ducts at calling and floor level, to resist the free passage of flame and products of combusdon. 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Cade. W LL cc W D LU 0 Z 2 Z �ZrrrI LU CD D N /W V / rA r p m 2 LL W i ) LLto a z '�Q V /r jFx O h � / F+ O LH r LV W J s< January 21, 2013 SCALE: 1/4" = V-0" SHEET NO 0 LL cc W LU Z Z �ZrrrI LU CD D N Q r p m 2 LL W i ) LLto o_ January 21, 2013 SCALE: 1/4" = V-0" SHEET NO 0