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1000-57.-2-23
OFFICE LOCATION: ti0��of SU(/r�Ol MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) G @ Telephone: 631765-1938 Southold, NY 11971 • �O P Q Fax: 631 765-3136 �yCOUNt`I,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To. Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: January 13, 2017 Re: LWRP Coastal Consistency Review for VIRGINIA A. BONTJE SCTM# 1000-57-2-23 =-.- — WBL & Associates, LLC on behalf of VIRGINIA A. BONTJE requests a Wetland Permit to demolish existing dwelling and construct new two-story 1,488sq.ft. dwelling with attached 318sq.ft. deck; a 145sq.ft. front porch and walkway; install two edged gravel pervious paver patios at grade consisting of a 11.3'x18.5' patio on seaward side of dwelling, and a 9'x16' patio on seaward side of deck; construct a 91 sq.ft. shed; install a 16sq.ft. outdoor shower; install a 220sq.ft. block driveway against dwelling, and 462sq.ft. driveway; abandon existing sanitary and install new above-grade sanitary system with retaining walls landward of dwelling; add approximately 382 cubic yards of fill consisting of 265 cubic yards on north side, 14 cubic yards on west side, 80 cubic yards on east side, and 23 cubic yards on south side of property; install gutters to leaders to drywells for roof runoff; install drywell for driveway runoff; and silt fencing is to be installed prior to and maintained during construction. Located: 805 Island View Lane, Greenport. SCTM# 1000-57-2-23 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 action is CONSISTENT with the below listed Policy Standards and therefore is CONSISTENT with the LWRP provided that: 1. The Board clarifies if the existing, beneficial vegetation will remain in-place in the "natural vegetated buffer". 2. The Board implements the comments made on the proposal by Jamie A. Richter R. A. of the Office of the Engineer in a letter dated November 1, 2016. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. 4 Town of Southold LL-- 9 2011 LWRP CONSISTENCY ASSESSMENT FORM Southold Town A. INSTRUCTIONS Planning Board 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 simificant beneficial and.ad.verse effects upon the coastal area(which includes.all of Southold Town 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus; each answer must-b.e explained in detail, listinjtboth sulinortinp and "on- supporting facts. 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 Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 57 - 02 - 23 PROJECT NAME Virginia A. Bontje Residential Redevelopmnet The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 1. 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: Redevelop residential propertyC As of 1/3/2017: 1. WBL & Associates, LLC on behalf of VIRGINIA A. BONTJE requests a Wetland Permit to demolish existing dwelling and construct new two-story 1,488sq.ft. dwelling with attached 318s .ft. deck; a 145sq.ft. front porch and walkway; install two edged gravel pervioa'ver patios at grade consisting of a 11.3'x18.5' patio on seaward side of dwelling, and a 9'x16' patio on seaward side of deck; construct a 91sq.ft. shed; install a 16sq.ft. outdoor shower; install a 220sq.ft. block driveway against dwelling, and 462sq.ft. driveway; abandon existing sanitary and install nek4bove-grade sanita system with retaining walls landward of dwelling; add approximately')cubic yards of fill consisting of e69 cubic yards on north side, 14 cubic yards on west side, 80 cubic yards on east side, and 23 cubic yards on south side of property; install gutters to le ders to drywells for roof doff; install drywell for driveway Woff; and silt teAcing is to be installed prior to and maintained during construction. Located: 805 Island View Lane, Greenport. SCTM# 1000-57-2-23 Location Of action:805 Island View Lane Greenport,NY Site acreage:0.25 acres Present land use:Residential Present zoning classification:Residential 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: Virginia A. Bontje (b) Mailing address:71 Nuatilus Ave.,Northport,NY 11768 (c) Telephone number: Area Code( )631 261 7170 (d) Application number,if any: . 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?Hrs DEC-Tidal wetald AA Permit-Approved C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. 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. ayes F] No Not Applicable Attach additional sheets if necessary 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 Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No R./ 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 8 through 16 for evaluation criteria ❑ Yes ❑ No Z Not Applicable 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 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. M ❑ ❑ Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. F] Yes 11 No R Not Applicable 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 evaluatiop criteria. Yes ❑ No (0 Not Applicable 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. El Yef] No R Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section M.—Policies; Pages 47 through 56 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 1L 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 Attach additional sheets if necessary 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 PREPARED BY Danna Cuneo TITLE Chairwoman-WBL and Assoc.,LLC DATE 12/21/2016 IM I ,p 'p ld SEE SEC.NO.M —CHIAIE E FOFI PCL NO 2FOR PCL NO. 33.3 SEE sm..0. SEE SEC NO. 05—()12.6 Q 6 10, 42 69 Ci r\ 4 SOUND ISLAND s8ejes —————- NOTICE COUNTY OF SUFFOLK K SECTION N --nN2— (21 Real Property Tax Service Agency Y -4r: x � WBL and Associates, LLC ENVIRONMENTAL CONSULTING (631) 262-9631 225 Main Street - Suite 204 Northport, NY 11768 November 28, 2016 D E C E H, E Trustees Town of Southold D EC - 1 2016 53095 Route 25 PO Box 1179 Southold Town Southold,NY 11971-0959 Board ofTrustees RE: Bontie Property—805 Island View Lane(SCTM#57-02-23), Greenport,NY Honorable Trustees: WBL and Associates, LLC is an environmental consultant firm representing Mrs. Virginia Bontje regarding a property located at 805 Island View Lane, Greenport, Suffolk County, New York. The lot is identified as Tax Map Block 1000-57-2-Lot 23 and totals 10,846.65 square feet. Wetlands occupy 950 square feet of the lot from the top of bank to the lot's southern boundary. The upland portion of the property is 9,897 square feet , .(including an undeveloped right-of-way, 11,060 square feet of upland occurs). The property ends at the water line; the wetland line occurs at the top of bank. Island View Lane forms the lot's northern boundary, with single family residences both to the west and east. Tidal wetlands/open water occurs to the south. This site can be identified on -New York State Department of Environmental Conservation (NYSDEC) Tidal Wetland Map#720-550. Application materials for a reconstruction (and expansion) of the residence were originally submitted to the Trustees in January 2016. The applicant requested and received an informal application review. Changes to the proposed, original Bontje site plan were made as a result of our meeting with the Board's administrator Elizabeth and Trustee (President) John Bredemeyer. and chronicled in our February 29, 2016 correspondence. At the Trustees' request, the applicant proceeded to and received approvals from the ZBA for the proposed house dimensions and coverages (October 21, 2016, #6982 enclosed). Trustee (President) John Bredemeyer then had several conversations with the applicant and requested that they proceed to the Town Engineering Department and discuss compliance with the Town's drainage ordinance prior to formally continuing with the Trustees' approval process. The applicant met with Mr. Richter (R.A.) and he issued a BONTJE65 Trustees Cover 3 Nov 20162 November 1 , 2016 correspondence. The applicant made several changes to the site plan with regard to storm water drainage capture and dissipation. Structural changes were largely limited to adding sub-surface drainage. The proposed total roof, walkway and deck surfaces were reduced from 2,050 square feet to 2,042 square feet. The applicant met with Mr. Richter again� (November 22, 2016)- and the changes were deemed responsive but the site plan was revised to add a few minor, recommended changes following that second meeting (no structural changes). The above; revised site plans are attached (structural changes were limited to sub-surface items) and we request that you formally continue with the Trustees' approval process.- If you have any questions,please do not hesitate to contact me as provided above. Sincerely, Danna A Cuneo, President J BONTJE65 Trustees Cover 3 Nov 20162 BOARD MEMBERS O�'Sol ' Southold Town Hall Leslie Kanes Weisman,Chairperson �� y� 53095 Main Road- P.O. Box 1179 �� l0 Southold,NY 11971-0959 Eric Dantes 41 Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �� �� 54375 Main-Road(at Youngs Avenue) Kenneth Schneider l'�co Southold,NY 11971 http://southoldiown.northfork.net ZONINdBOAR D OF APPEALS , E TOWN OF S,OUTHOLD Tel.(631)765-1809-Fax(631)765-9064 DEC - 1 2016 Southold Torn October 21, 2016ar o1Tru t e Michael Bontje B. Liang Associates 225 Main Street Northport,NY 11768 RE: ZBA Application#6982, Michael Bontje SCTM No. 1000-57-2-23 Dear Sir; i Transmitted for your records is a copy of titre Board's October 20,2016 Findings, Deliberations and Determination,the original of v,hick 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. Sincer y, f Kim E. Fuentes Board Assistant Encl. cc: Building Dept. i i I BOARD MEMBERS O SOU Southold Town Hall Leslie Kanes Weisman,Chairperson ��� TyQ� 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes #t a Office Location. Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning '�'O i0 54375 Main Road(at Youngs Avenue) Kenneth Schneider �oi��m,��' Southold,NY 11971 http://southoldtgwn.norMork.net, RECEIVED ZONING BO � OF APPEALS g 3`J Q�'Y! - TOWN OF OUTHOLD 4"dOCT 2 4 -�16 Tel.(631)765-1809 Fax(631)765-9064 D t 1 FINDINGS,DELIBERATIONS AND DETERMIN MEETING OF OCTOBER 20,2016 y DEC — 1 2016 ZBA FILE#6982 I Southold Town NAME OF APPLICANT: Virginia & Michael Bontj Bar fTrustee PROPERTY LOCATION: 805 Island View Drive,Greenport,NY SCTM No. 1000-57-2-23 I . SEORA DETERMINATION: The Zoning Board of Appeals has visited the properly'under consideration in this application and determines that this review falls under they Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: Thi 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 August 5, 2016 stating that this application 4s considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referrel 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 August 15, 2016. Based upon the information provided on the LWRP Consistency Assessment Form su miffed, as well as the records available, it is the LWRP Coordinator's recommendation that the proposed action lis INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The report states "The applicant proposes to fill the prope� up to 4.3 feet over existing grade. The purpose is to accommodate the new sanitary system. There is a cone m about storm water movement on the property post filling." On August 22, 2016 and October 3, 2016 the afplicant sent letters stating that the applicant will install drywells to handle storm wafer runoff. The applicant also stated that it will reduce the proposed fill to 2.2 feet above grade thereby mitigating the LWRP's assessment oflinconsistent. i TOWN OF SOUTHOLD OFFICE OF THE ENGINEER i This application was referred for review to the Office of tine Engineer Town of Southold. In the department's e- mail correspondence dated July 19, 2016, the Town Engineer advised that submission and review of a Stomiwater i Management Control Plan for compliance to Chapter 239 Stormwater Management Control, is required prior to I the issuance of a building permit. iI PROPERTY FACTS/DESCRIPTION. The applicant's(, parcel is a non-confonning 10,846.65 square foot !f waterfront lot located in an R-40 Zoning District with frIntage measuring 95.59 feet along a creek.. The parcel I measures 100 feet along along the northerly lot line alonIsland View Lane, a private right of way, 181.79 feet i � 4 Page 2,October 20,2016 #6982, Bontje SCTM No. 1000-57-2-23 I j 1 � along the easterly property line and. 106.02 feet along the' westerly property line bordering residential,property. I side. The parcel is currently improved with a one story frame house with wood deck and wood patio, and a wood € dock as shown on a survey prepared by Nathan Taft Corwhri, III, LS dated July 13, 2005 and last updated October 3, 2016. BASIS OF APPLICATION: Request for Variance(s) frl m Article XXUI, Section 280-124, and the Building I Inspector's April 22, 2016, amended and renewed June 30,2016 Notice of Disapproval based on an application for a building permit to demolish and construct a new single family dwelling, at; 1)proposed single family dwelling is } less than the code required front yard setback of 35 feet; 2) proposed single family dwelling is less than the code required rear yard setback of 35 feet, located at: 805 Island Yliew Drive, Greenport,NY. SCTM#1000-57-2-23 I RELIEF REOUESTED:• The applicant requests variance to demolish an existing dwelling and construct a new dwelling that will result in a front yard setback of 31 feet w�tere code requires a minimum of 35 feet and a rear yard setback of 25 feet where code requires a minimum of 35 feet. I - f AMENDED APPLICATION: During the hearing, the applicant was asked to bring the,'plan into more conformity with the Town Code. The applicant on October 3, 2016 submitted a letter describing an amended plan to drop the front yard fill to 2.2 feet in an attempt to mitigate the LWRP's concerns as well as the Trustees concerns. Furthermore, the applicant•submitted a survey prepared b Nathan Taft Corwin, III, L.S., last revised October 3, 1 2016,depicting a revised front yard setback to 30.5 feet ano a revised rear yard setback to 27.3 feet. E - � f ADDITIONAL INFORMATION: The applicant will be .required to submit an application to the Board of Town I Trustees to review and approve the proposed improvements, including the location and design of the sanitary, system and a stormwater run-off management plan to comp y with the Town's on site drainage code. FINDINGS OF FACT/REASONS FOR BOARD ACTION: 1 The Zoning Board of Appeals held a.public hearing on this application on September ],2016 at which time written and oral evidence were presented. Based upon all testimon, ,documentation, personal inspection of the property and surrounding neighborhood,and other evidence,the Zor ing 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 variances, as amended, will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Island View Lane is a private dead end road ! that consists of single family homes on irregular, non-conforming lots with.non-conforming setbacks similar to i what the applicant proposes. Currently,there is a single family home on Island View Lane which received variance i relief for a 15.8 foot setback from the high water mark/re I yard line. 2.- Town Law 4267-b(3)(b)(2). The benefit sought by the Iapplicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The applicant's lot is a small non-conforming lot with an existing dwelling that does not conform to existing zoning setbacks. The applicant's amended plan proposes to increase the rear yard setback to 27.3 feet thereby bringing the creek setback and rear yard setback into more conformity with the town code than the currentlyl existing dwelling. In order to.increase the setback i from the creek the applicant needs zoning relief from the front yard setback requirement of 35 feet. Any proposed additions and alterations will require an area vari ince. i 3. Town Law §267-6(3)(b)(3). The variance granted lerein for the front yard setback is not mathematically substantial, representing 9% relief from the code. I he, variance granted herein for the rear yard setback is mathematically substantial representing 29% relief from the code. However, the setbacks for the proposed new ; I i Page 3, October 20,2016 #6982,Bontje SCTM No. 1000-57-2-23 i structure are more conforming to the code than the setbacks of the existing dwelling,and due to the requirements of the sanitary system,odd shape of the lot,and setback from(the creek,variances are required. Moreover,the subject property includes a 16 foot right of way along the applicant's street frontage that will make the front yard setback, as amended, appear to be 46.5 feet from the dwelling to the road edge. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical for environmental conditions in the neighborhood. The applicant must comply with Chapter'236 of the Town's St im Water Management Code. 5. Town Law &267-b(3)(b)(5). The difficulty has been sr lf-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 &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling 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 Weisman (Chairperson), seconded by Member Schneider,and duly carried,to j GRANT the variances AS AMENDED, and shown on� the Architectural plans prepared by Mark Schwartz, Architect labeled A-1-4 and dated February 3, 2016, and,survey prepared by Nathan Taft Corwin, III, LS dated July 13,2005 and last updated October 3,2016. SUBJECT TO THE FOLLOWING CONDITIONS: i s 1. The applicant must obtain approvals from the Southold Board of Town Trustees,The Suffolk County Department of Health Services, and the Southold Town Engineer. That the above conditions be written into the Building/nsp lctor's Certificate of Occupancy, when issued. Any devialion from the survey, site plan and/or architecturIl drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a b;ilding permit, and may require a new applicalion and public hearing before the Zoning Board of Appeals. i Any deviation from the variances)granted herein as show 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 designithat is de minimis in nature for an alteration that does not increase the degree of nonconformity. i Pursuant to Chapter 280-146(B) of the Code of thelTown of Southold any variance granted by the Board of Appeals shall become null and void wherela Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clcrk,within three (3) years from the date such.variance was granted. The Board of Appeals may, upon written i Page 4,October 20,201-6 #6982, Bontje SCTM No 1000-57-2-23 f - i ' request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. i Vote of the Board: Ayes:Members Weisman (Chairperson), Dantes, Horning, Schnhider(Member Goehringdr not presenThis Resolutio was duly adopted(4-0). Leslie Kand WeismaU,C airpersoti 1 J I Approved for filing /0/ 21 /2016 i { I i - I i i - S i f ' 1 „ 4S � �, SCOTT A. RUSSELL ; �Q�. `�� ' JAMES A. RICHTER, R.A.- SUPERVISOR ,yT _a., : MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD .K ,y. ak + TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Fax. (631)-765-9015 -- MICFIAEC.COLLINS(Dr"rOWN.SOUTI-IOLD.NY!US `'�-�(�Q ��y� .'` JAMIE.RI G L D OFFICE OF THE ENGINEER DEC — 1 2016 ID TOWN OF SOUTHOLD SoutholdTown Bar fTrute John Bredemeyer- President November 1, 2016 Southold Town Board of Trustees 53095 Main Road Southold, New York 11971 Re: Virginia A. Bontje 805 Island View Lane, Greenport, NY SCTM #: 1000-57-02-23 Dear Mr. Bredemeyer: As per your request, I have reviewed a site plan for the demolition of an existing residence and the proposed construction of a new residential structure at the above referenced location. The survey,dated 10/3/16,has been prepared by the office of Nathan Taft Corwin III, LS and the site plan was prepared by the office of B. Lang Associates, Environmental Consultants Please consider the following: 1 The LIPA easement as indicated on the survey running along the northerly property line should be verified. If it truly exists, any permanent work within that easement area should be coordinated with*and approved by LIPA. The proposed retaining wall may need to be relocated out of the easement area. 2 The Hydro CAD analysis for the site appears to be accurate however the requirements of Chapter 236 must be calculated for the control of a 2" rainfall event without consideration of soil permeability's found at the site. 3. The proposed driveway as noted is not considered to be PERVIOUS. Compacted subgrade materials covered with stone will not recharge stormwater in a satisfactory manner Drainage for the driveway must be provided. 4. The placement of fill in the road shoulder area is not allowed. This will only serve to push stormwater further down the roadway and may become a problem where there are currently no issues. 5. The new side & rear yard slopes proposed by the new grading & elevation of the site caused by the placement of fill must be controlled in a manner that will prevent stormwater from being directed to adjacent properties and/or the wetlands. Any act of filling or re-grading of the site must be done in such a manner as to prevent stormwater from migrating off site. All new fill must be clean virgin materials from an upland source. Page 1 of 2 John Bredemeyer— President, Board of Trustees November 1, 2016 Re: SCTM #: 1000-57-02-23 Page 2 of 2 6. It appears that the Tie Line shown along the wetland boundary would be the southerly property line This item must be better highlighted on the plan and a building envelope must be shown with the proper rear yard setback. 7. The property Flood Zone must be shown or indicated on the plan. 8 The Propane Tank indicated along the Northerly Property Line must be relocated entirely out of the right-of-way-and/or the LIPA easement area as needed. 9. Erosion controls for the site must be detailed and shownon the site plan in a manner that is surrounding the entire limits offill or new construction. 10. It is my understanding that the ZBA has already addressed issues related to this project. Encroachments beyond Building envelopes and all other related Disapprovals registered by the Building Department should be shown or indicated on the site,-plan in a manner that addresses what the ZBA has approved. The applicant should be required to amend the site plan as noted above prior to filing. for a Building Permit Application. The approval of a stormwater management plan will be required during that application process and the issues for approval of the SWMP will be basically the'same but may not be limited to the items noted herein. If you have any questions concerning this matter, please contact my office. Sincerely, James A. Richter, R.A cc: Michael Verity,Principal Building Inspector osed MIDeck ' .p. 805 sl View Lane roposed 2016 C r- C E7 r;. MAR - 9 2016 so tlIo'7 c vn Ba fTrse +DaY WELLS Dry Wells Drainage Diagram for BONTJE 12-18-2015 Pro �Suli°cat' Reach Pon � 'n,k g g p 2.7 in 1yr e ' Prepared by{enter your company name here}, Printed 2/25/2016 HydroCADO 9 00 s/n 03334 ©2009 HydroCAD Software Solutions LLC BONTJE 12-18-2015 Prop 2.7 in 1yr Prepared by {enter your company name here} Printed 2/25/2016 HydroCAD®9 00 s/n 03334 @2009 HydroCAD Software Solutions LLC Pact Area Listing (all nodes) Area CN Description (acres) (subcatchment-numbers) 0.056 98 Deck& roofs (Proposed Roof/Deck) 0 056 TOTAL AREA BONTJE 12-18-2015 Prop 2.7 in 1yr, Prepared by {enter your company name here} Printed 2/25/2016 HydroCAD®9 00 s/n 03334 ©2009 HydroCAD Software Solutions LLC Page 3 Soil Listing {all nodes) Area Soil Subcatchment (acres) Goup Numbers 0 000 HSG A 0.000 HSG B 0.000 HSG C 0 000 HSG D 0.056 Other Proposed Roof/Deck 0 056 TOTAL AREA BONTJE 12-18-2015 Prop 2.7 in 1yr Prepared by {enter your company name here} Printed 2/25/2016 HydroCADO 9 00 s/n 03334 @2009 HydroCAD Software Solutions LLC Page 4 Pipe Listing (all nodes) Line# Node In-Invert Out-Invert Length Slope n DiamWdth Height Number (feet) (feet) (feet) (ft/ft) (inches) (inches) 1 DRY WELLS 8.00 8.50 100 -00500 0.015 60 0.0 BONTJE 12-18-2015 Prop 2.7 in 1yr Type 111 24-hr 1 Year Suffolk Co. Rainfall=2.70" Prepared by {enter your company name here} Printed 2/25/2016 HydroCAD®9 00 s/n 03334 ©2009 HydroCAD Software Solutions LLC Page 5 Time span=0.00-30.00 hrs, dt=0.01 hrs, 3001 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method SubcatchmentProposed Roof/Deck:805 Runoff Area=2,424 sf 100.00% Impervious Runoff Depth=2.47" Flow Length=40' Slope=0.3330 '/' Tc=0.1 min CN=98 Runoff--O 18 cfs 0 011 of Pond DRY WELLS:Dry Wells Peak Elev=8 53' Storage=96 cf Inflow=0.18 cfs 0 011 of Discarded=0 06 cfs 0.011 of Primary=0 00 cfs 0 000 of Outflow=0.06 cfs 0.011 of Total Runoff Area = 0.056 ac Runoff Volume = 0.011 of Average Runoff Depth = 2.47" 0.00% Pervious = 0.000 ac 100.00% Impervious = 0.056 ac BONTJE 12-18-2015 Prop 2.7 in 1yr Type 111 24-hr 1 Year Suffolk Co. Rainfall=2.70" Prepared by {enter your company name here} Printed 2/25/2016 HydroCAD®9.00 s/n 03334 @2009 HydroCAD Software Solutions LLC Page 6 Summary for Subcatchment Proposed Roof/Deck: 805 Isl View Lane Proposed 2016 [49] Hint: Tc<2dt may require smaller dt Runoff = 0 18 cfs @ 12.00 hrs, Volume= 0.011 af, Depth= 2.47" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0 00-30.00 hrs, dt= 0.01 hrs Type III 24-hr 1 Year Suffolk Co. Rainfall=2 70" Area (sf) CN Description 2,424 98 Deck & roofs 2,424 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 01 40 0.3330 11.71 Shallow Concentrated Flow, ROOF Paved Kv= 20.3 fps Subcatchment Proposed Roof/Deck: 805 Isl View Lane Proposed 2016 Hydrograph i I 1 I 0 18 Cfs --'-- -- - - ' -- -- -- [9 Runoff 0.18 . Type III 24-hr 1 Year Suffolk Co. ----;---'----;----,- -,----------- ------------I-------- 0.16 ; Rainfall=2.70" ---�--- i----;-- --- - - - --Runoff Ar_ea2,424sf.- 0.14 Runoff volume=0.01 of � 1 � I I I I I 1 1 I N' 0.12 -;-------- ---.--'R,-rioff-Depth=2-47 w Length=40' 3 0.1 Sl6pe=0.333.0 T 0.08 -- --- .--- ------ - ;--- ----I- --,---,-Tc=' 0A-min-- LL CN=98 0.06 -- -----,----, -; --- - -; -,- -,- -, -,- -,--- - -- --- I 0.04 I I I I I -- -- ' ------------ - I - I 0.02 ; ; 1 1 ; I I I I 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 Time (hours) BONTJE 12-18-2015 Prop 2.7 in 1yr Type 111 24-hr 1 Year Suffolk Co Rainfall=2.70" Prepared by {enter your company name here} Printed 2/25/2016 HydroCAD®9.00 s/n 03334 @2009 HydroCAD Software Solutions LLC Page 7 Summary for Pond DRY WELLS: Dry Wells Three Drywells, street side. Inflow Area = 0 056 ac,100'.00% Impervious, Inflow Depth = 2 47" for 1 Year Suffolk Co event Inflow = 0.18 cfs @ 12.00 hrs, Volume= 0.011_ of - Outflow = 0.06 cfs @ 12.19 hrs, Volume= 0.011 af, Atten= 67%, Lag= 11.5 min Discarded = 0.06 cfs @ 12.19 hrs, Volume= 0.011 of Primary = 0.00 cfs @ 12.19 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs Peak Elev= 8.53'@ 12.19 hrs Surf.Area= 38 sf Storage= 96 cf Flood Elev= 12.50' Surf.Area= 38 sf Storage= 151 cf Plug-Flow detention time=12.4 min calculated for 0.011 of(100% of inflow) Center-of-Mass det. time=12.4 min ( 767.1 - 754.6 ) Volume Invert Avail.Storage Storage Description #1 6.00' 151 cf 4.00'D x 4.00'H Vertical Cone/Cylinder 3 'Device Routing Invert Outlet Devices #1 Primary 8.50' 6.0" Round Culvert L= 10.0' CPP, projecting, no headwall, Ke= 0.900 Inlet Invert=8.00' S=-0.0500'P Cc= 0.900 n= 0.015 #2 Discarded 6.00' 4.500 in/hr Exfiltration X 4.00 over Wetted area Discarded OutFlow Max=0.06 cfs @ 1.2.19 hrs HW=8.53' (Free Discharge) L2=Exfiltration (Exfiltration Controls 0.06 cfs) Primary OutFlow Max=0.00 cfs @ 12.19 hrs HW=8.53' (Free Discharge) t-1=Culvert (Inlet Controls 0.00 cfs @ 0.50 fps) v BONTJE 12-18-2015 Prop 2.7 in 1yr Type 11124-hr 1 Year Suffolk Co. Rainfall=2.70" Prepared by {enter your company name here} Printed 2/25/2016 HydroCAD®9 00 s/n 03334 ©2009 HydroCAD Software Solutions LLC Page g Pond DRY WELLS: Dry Wells Hydrograph EM Inflow 101�8� cfis I 1 I 1 I1 -r- -- ---- ----- ® Qu}�lllow _-,Inflow:Area=0.056 ac_ Discarded 0.18 ;- - Pe Elev=8.5'3'- - _-'-_ Peak p Primary 0.16 -- -- ' Storage--196 cf - 0.14 I I I I I I I I I 1 N 0.12 �. 1 ' 0.1 0.08 --;- -- ;Ov06cfs -- --1-- - -- -- -- 0.06 I 1 I 0.04 I 1 I 0.02MW 00cf 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 Time (hours) SITE PHOTOGRAPHS 2.is f4 , �•.� � TA 'I�,�,.. •� ` e R �+l �• � r i~.� z� 1 Photo • ' southeast towards1 house fromroad. 1 * f X-9F S Photo 1 Lookingsouth1 house • road. (12/22/2015) 6. ;iy';i7•' �i� tt � �I► �t ��pA • i 'hoto C: Looking at the southwestem • of the existing house. 1 I Photo D: Looking at the southeastern comer of the existing house.(12/22/2015) T A .�lf FORT,NY — t BONTJE { r n Y . _ iV/la•1 M _ .orf J��� � E�« � 7 .•M ♦ . Y+ ! BALDWIN Jo Milazzo Residential � v '1 Replacement 201412015 / I . t. •. t �i CONKLIN POINT, �/ rj GREENPORT • • New York State Department of Environmental Conservation _ Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0372 Fax: (631)444-0360 Website:www.dec,ny.gov Joe Martens Commissioner November 22, 2013 D kz 5 ,7 Mr. Michael P.Bontje 71 Nautilus Avenue ! MAR 9 2016 1 Northport, NY 11768-2106 SGUflGid TGWti Re: Permit No.: 1-4738-01044/00010 B ar IT- e Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather.. Sincerely, Claire K. Werner Environmental Analyst CKW/Is AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01044 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: MICHAEL P BONTJE MIKE BONTJE PROPERTY 71 NAUTILUS AVE 802 ISLAND VIEW LN NORTHPORT,NY 11768-2106 GREENPORT,NY 1 I =.� �� �, n D E � +:i I Facility Application Contact: j 1 B LAING ASSOCIATES INC -MAR 2016 C/O MICHAEL P BONTJE 9 ' 225 MAIN ST STE 205 I NORTHPORT,NY 11768 So.:So a Tov�n (631) 261-7170 Board of True e Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Greenport Facility Principal Reference Point: NYTM-E: 720.2 NYTM-N: 4550.8 Latitude: 41'04'43.2" Longitude: 72°22'43.5" Project Location: 802 Island View Lane - Watercourse - Shelter Island Sound Authorized Activity: Demolish existing dwelling and accessory structures, abandon existing septic system, construct new dwelling with wood patio, porch, shower and shed, install gravel deck area, driveway, new septic system and cut off wall. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 11/21/13. (CKW) Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-01044/00010 New Permit Effective Date: 11/22/2013 Expiration Date: 11/21/2018 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: MARK CARRARA, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY 11790 -3409 Authorized Signature: Date�/�/�l3 Page 1 of 6 i l NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01044 Distribution List B LAING ASSOCIATES INC Habitat-TW CLAIRE K WERNER Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. Page 2 of 6 a Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01044 7. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 8. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 9. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 10. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 5 linear feet landward of the tidal wetland boundary. 11. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 10 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 12. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 30 linear feet landward of.the tidal wetland boundary for immediate on-site recharge. 13. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 14. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 15. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Regional Habitat- TW NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY 11790 -3409 Attn: Compliance 16. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. Page 3 of 6 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION o Facility DEC ID 1-4738-01044 17. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Eugene Kempey(3 sheets) stamped NYSDEC approved on 11/21/13. 18. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 19. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 20: State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 21. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. Page 4 of 6 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 10ftw Facility DEC ID 1-4738-01044 A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal;modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01044 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits;or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 NOTICE OF COMMENCEMENT OF CONSTRUCTION RETURN THIS FORM TO-COMPLIANCE Or Fax to 631-444-0297 Bureau of Habitat-TW 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER. EXPIRATION DATE. PERMITTEE NAME&PROJECT ADDRESS. CONTRACTOR NAME&ADDRESS. TELEPHONE. Dear Sir- Pursuant irPursuant to the special conditions of the referenced permit,you are hereby notified that the authorized activity shall commence on . We certify that we have read the referenced permit and approved plans and fully understand the authorized project and all permit conditions We have inspected the project site and can complete the project as described in the permit and as depicted on the approved plans We can do so in full compliance with all plan notes and permit conditions.The permit, permit sign, and approved plans will be available at the site for inspection in accordance with General Condition No 1 (Both signatures required) PERMITEE: DATE CONTRACTOR: DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND/OR ANY ASSOCIATED ACTIVITIES FAILURE TO RETURN THIS NOTICE, POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. Cut along this line X X X X X X X NOTICE OF COMPLETION OF CONSTRUCTION RETURN THIS FORM TO-COMPLIANCE Or Fax to. 631-444-0297 AM of Habitat-TW 50 Circle Road Stony Brook, NY 11790-3409 Now PERMIT NUMBER EXPIRATION DATE. PERMITTEE NAME&PROJECT ADDRESS- CONTRACTOR NAME&ADDRESS- TELEPHONE. Pursuant to special conditions of the referenced permit;you are hereby notified that the authorized activity was completed on We have fully complied with the terms and conditions of the permit and approved plans. (Both signatures required) PERMITEE. DATE CONTRACTOR. DATE THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK AND/OR A COMPLETED SURVEY,AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. 95.20.1 (8187)-9d New York State . Department of. Environmental Conservation 10111111® NO folio T I C 'E The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator Permit Number 0 Expiration Date 1 lao I.g NOTE: This notice is NOT a permit S hC�� WOOD SG f�/ BULKHEAD FENCES WIRE GRAVEL OR BULKHEAD FENCE EDGE OF GRA Sid - /�j BULKHEAD 1 1 W 6 i.3.W. ay yROGR cp gas uj CL 2 0'- 0'- FRyFgO o?k w�R F/00d 0 9P P�ENR�i' p0$ t r�$o SNE P�NER�P/ O X010S2 UTILITY POLE ° ',Oct S/O /0 LIL A4 WOOD i B — //�/ DOCK F I Zm GRAVEL OZ WALK 1 m ZTp � • p� o m �F A 90 �s S' TITLE BONTJE EXISTING CONDITION ON' 805 ISLAND VIEW LANE COUNTY SOUTHOLD STATE. NY APPLICATION BY VIRGINIA BONTJE SHEET 1 OF 3 DATE.JUNE 2010 rev 05/14/13 l � - N LAMP POST EOGEODR�JE�P . .:tee`:`- OSOD HEOGE S�p'IS 4.32' i 414- I r` � PIPE I I I Approximate Location of __-m-'" Existing Sanitary System I t _9 I ev � PROPOSED 20'WIDE LIPA EASEMENT I -TEST HOLE N r- z � - v F � GRAVEL DRIVEWAY , m z �• m .L STATE F M n ^ EVC 'N A a � O M m ;0 a I O < y p m 364-1 ,Q PiAI ENS i i NYS1) L' C .ST'rROX D AS PTR T:ERI&O Scale 1.20 Ar:!7 CON. ,i7I`f'IONS OF (p4 �U�rD' B. LAING 4SSOCIATES PERMIT NO. - ��g_ O ENVIRONMENTAL CONSULTANTS _� /3,�1�, } 225 MAIN ST SUITE 205 *)A•TP u" l>i (N NORTHPORT,NY 11.768 r (631)261-7170 I c 7 (63.1)261-7454 fax WOOD BULKHEAD I RE BULKHEAD FENCE BULKHEAD 1 1 W 1.3.W Ebb y� �;':. =-F - ---- A_ O? 00� T ' Flo d 07 2 - G1 p pPPP�0P �o PLONGp�E�- �)L'f FENCE10 ���N N�GNi• i �i i w J i 9p i. i i y � OF cF0 'Cut Off Wall(Buried) / FpF�a4 WOOD ( 5'Natural,Vegetated Buffer DOCK / v a 4YF IJ Hd;OF olvR R F�velopeu�9 °m TITLE: BONTJE PROPOSED PLANS May 2013 Scale ON 805 ISLAND VIEW LANE Notes Vegetative buffer subject to ser COUNTY SOUTHOLD STATE. NY APPLICATION BY VIRGINIA BONTJE ' Demolish existing house and SHEET 2 OF 3 DATE. May 14,2013 LAMP POST I EDGE Of GTT i WOOD NEOGE POST 4.32' EDGE OF G -IRGRAVELWall(2') ---------------- PIPE - -SILT FENCE- PROPOSE(.)GRAVEL DRIVEWAY, CD oius fMpL Srvi eway. UTILITY POLE NAT Grid 11,5 PROPANE Cn TANK Connect to existing NAT Grid pole jz. TEST HOLE Q O_ cn ATI A� z co J 71 IT) -n ITI z _T1 r 1011.5 r I & 3 MM Gravel Trench (as needed) NTE 0 Ur FENcf�. _Cti N Y 1; D ----------- ..TrD .... AS rLR TER1411 OF & Prepared By. ,ale 1"=16' B. LAING ASSOCIATES ENVIRONMENTAL CONSULTANTS Mi-annual, mechanical trimming 3 feet high 225 MAIN ST SUITE 205 id reconstruct, in place (except 13 southern-most feet) NORTHPORT NY 11768 (631)261.7170 (631)261-7454 fax REVISIONS: ❑ ❑ El z PROPOSED NORTH ELEVATION W O F x � � a Z z W o `o d W o " A �z - - cn zo W O �$ MAR — 9 2016 _ _ onnwN�3eNlru � SC�IE: IN'•1'S I lOB F: Ftl.mr�01,3016 authoid Town PROPOSED WEST ELEVATION �uccT NUMBER: B f Tr SCALE:1/8"-,, A-1 REVISIONS: ❑ 7F-1 PROPOSED SOUTH ELEVATION 0 SCALE:1/8".V ........... -- ----- --------- z 0 8 Eol 0 c%Q F 0o 00 Fd..�i M 2016 PROPOSED EAST ELEVATION ' Ku - SCALE:1/8*-V A-2 SURVEY OF PROP-- 'TY SITUATED AT ARSHAMOMOQUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-57-02-23 SCALE 1 "=20' JULY 13, 2005 AUGUST 16, 2005 REVISED H W M (PRIVATE OCTOBER 29, 2007 ADDED PROPOSED LIPA EASEMENT ROAD) DECEMBER 7, 2015 ADD TOPOGRAPHICAL SURVEY x�� ISL,AND VIEVI� N�I ,n �, AREA = 10,846.65 sq. ft. d °° ° \ XII A� L (TO TIE LINE) 0,249 ac. ° WO p d — _ PosT S 85' . 3 ° d ° s � A-. X LAMP POST --� �.,_ 17'52'30" W °° 106.53' ° ��EDGE OF GRAVEL ROADWAY 21.60' q - -__ - FOUND PE cs RIGHT OF A ° 0.2'N. 0.3 J 85040'30" E X4:8. WATER' S 04'19'30" W -ME7 ER' I ° 00-00, 20.00, ... 4.32' 1 x FOUN PIPE •0 0.3' 0.'E. o N 85'40'30" W "-__. 4.00'.'.. ' J SHED O9cT.37' 197 00' `ZW -42 0 > l \ O CTS i v 1`9 O I Cn �. a SHED D N ° CD 0 71X L�TN dam . a _5 Z m 9 X7 ,T, I 0 4 O xmFOUND ° X� a z o PIPE ° C) / r\ O m �Y006 J�O� O < 0 -4.2 O4.9 r m W n (7) O '9 p 0 oy x mia � - - w m FOUND �lZm PIPE 18.0 �� ����PE� Q �J X O 4-1 OR X T Op \ p o aY� ayF (n X FOUND PIPE WOOD TB �4 wiQF y 3.7X o3e�/ X72 BULKHEAD BULKHEAD -1.6 0.3'S. 0.3'W 1.3W d� X-1.2 4,� W N 86°31 0X2-.2 5-5B T�ayep — X2 5.5B 2 7 f Rin 04 CO TOTHISSURVEY IS AVIOLATION OF UNAUTHORIZED DEY ALTERATION OR DTION N 5 15 �iy,� / 40 SECTION 7209 OF THE NEW YORK STATE 47'0 4�' 0 v�1�y\::.' OqO EDUCATION LAW ��O 1 �� mac+ X3,.5 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR p�yy r� EMBOSSED SEAL SHALL NOT BE CONSIDERED l9� �0 X1.1 TO BE A VALID TRUE COPY 2.1 CERTIFICATIONS INDICATED HEREON SHALL RUN -0.5 0.9 \ X ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE (� 1 TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. / THE EXISTENCE OF RIGHT OF WAYS �<3 0 AND/OR EASEMENTS OF RECORD, IF y ANY, NOT SHOWN ARE NOT GUARANTEED. OFvOPDpG� y�00,y ^�O PREPARED IN ACCORDANCE WITH THE MINIMUM WOOD \ ^ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED M FOR SUCH USE BY THE NEW YORK STATE LAND W�ppMP o \ TITLE ASSOCIATION. OF Nch, o 0 ZA¢T C O lk i lJ�,, oO O .� �O �� Q50467 e c No 50467 T °00 Nathan Taft Corwin III NOTES: % Land Surveyor 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:-LQ- EXISTING HUS:s.oEXISTING CONTOUR LINES ARE SHOWN THUS: — — —5— — — Successor To Stontey J Isoksen, Jr L.S. F.FL.- FIRST FLOOR Joseph A. Ingegno L.S. G.FL.- GARAGE FLOOR TB - TOP OF BULKHEAD Title Surveys — Subdivisions — Site Plons — Construction Loyout BB - BOTTOM OF BULKHEAD PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road: P 0 Box 16 ' Jamesport, New York 11947 Jomesport, New York 11947 Proposed Actionvs. Proposed Coverage DetailsCAMP POST OF G' P� WOOD \V - EXISTING MINIMAL DIMENSIONS TO WETLANDS PROPOSED MINIMAL DIMENSIONS TO \ Z EOG..'. 0OC,E OST. WETLANDS �` ✓tP \ \ FENCE& .. .. - O '• \ ^\ BULKHEAD FILL \ '\ Wood Patio: 10' Wood Patio: 23' \ \ - tyG� House: 10' House: 23' \ \' \ WOOD " Hf�F. N,F• GE 4.32 S1\-� F Leaching Pools: 36' Leaching Pools: 76' (Septic Tank 77') C) BULKHEAD WIRE WAY . 'C FAN \ / �� ' \ 10' Natural,Vegetated EDGEC v.E�DR. _ \L � , nd Gravel Buffer FENCE "`Iry`°`F �,°rat_.,.� \ `\, w \BULKHEAD wallc2`4�)- EXISTING UPLAND (AA) COVERAGE PROPOSED UPLAND (AA) COVERAGE Y POLE SILT F E _ _ _----- __ TOTAL LOT: 10,847 sq. ft, TOTAL LOT: 10,847 sq. ft, Ebb \ .�®/� -- t til i _ Grid _ _- \\ � �\ w ".i. NAT -_...__ �~- - `- , _ -- ;/ � TOTAL (w ROW): 12,010 sq. ft. TOTAL (w ROW): 12,010 sq. ft. ---- -----`-- �: -- AT R LIN E ` `-- Option to move existing NAT Grid / A /' ^\ A - - \\\\�\�� �_�/ F to^r S(^4VEL.[fir!, _.�/ / __ 1.: COVERAGE BREAKDOWN: COVERAGE BREAKDOWN: �'�, and Re-Connect t0 existing House: 1,488 sq.ft. Food \ /; - Y �_._ a -- y pro ane Tank NAT Grid poles q =- House: 731 s ft. 27.3 Rear Yard ; , I i�- ; 'sTAIRs __ p Patio: 546. sq.ft. Patio: 318 sq.ft. 0024' ZBA 10/21 I2�o 16 (wgoo) - ��--�t, ',-�-- _ �_!.�___.._ _ Walkways: 93 sq.ft. Walkway: 145 sq.ft. Shed: 44 sq.ft. Shed: 91 sq.ft. �y \ LON PZEPMPR� '' / r J \v /i eko y(/T ti ``\ \ \ p TOTAL COVERAGE: 1,414 sq.ft. TOTAL COVERAGE: 2,042 sq.ft. ::.. 3a�� , TOTAL UPLAND (AA) COVERAGE: 13/o TOTAL UPLAND (AA) COVERAGE: 18.9/0 ' Front Yard Septilc tan r N f SBA `: 0/21 /2016) ,N UTu ApOL; % - e`°zz` TEST H I LE lz ' / .S / , `\ f Q- I Sri Fp / l � � i,•. i m -- r a yrs e2 i utOff WaIf uried ; � N =� ;/ 1 Gradings /Soil Boring/ /French Storm Drain Sections j ) / tel/ V , WOOD �t DOCK \gyp' / /` �jy O'Natural,80g,ted , \ , � ' ;.;%• _ ''`� '` N - PROPOSED FRONT YARD TEST HOLE FRENCH STORM a Gravel Buffer / \\ i �� �,`/� \,. /j Ls,__,__,,. r- ];> � FILL r SILT FENCE / � \\ �" p- fq.\ �''' � -/ � (-'- \ f � N � I ELEVATION (Blaing Associates Inc. 2015) DRAIN PROPOSED GROUND SURFACE <y FRONT YARD el 6.5 / FILL WITH CLEAN SANISAND(GRAVEL FOR LEACHING POOLS(SEE DETAIL 1) EXISITNG GROUND SURFACE LOAM AND ORGANIC e14.2 M m m \^� e13.0 YELLOW-ORANGE SURFACE EL.S'-5.5' bj ffi ` GRAVELLY-COARSE SAND 'a_ � :; PUBLI WATER LINE AE YELLOW-ORANGE p m GRAVELLY-COARSE SAND 18"DEEP \ _ X el 1.0 GROUND el 1.0 GROUND _ ___ O ----------------- el 0.7 ----------------- el 0.7 GEOTEXTILELINE SrALE WATER WATER _ -- U O of COARSE SAND COARSESAND R O - - _ AND GRAVEL AND GRAVEL __-- -_--- ® - SILT FENCE GRAVEL FRENCH DRAIN,2" PERF PVC IN UPPER 6" CA YELLOW,GRAVELS, " COARSE SAND YELLOW,GRAVELS, Z F I 1 1 -O l COARSE SAND W LL m FEMA A6 Zone el-5.3' el-5.3' BOTTOM OF TEST HOLE BOTTOM OF TEST HOLE N.T.S. N.T.S. N.T.S. Detail 1 : Sanitar Cross Section Island View Lane Detail 2 : Cut Off Wall - T . Detail 3: Silt Fence - T . Y Yp Yp Erosion and Control Fence (see Detail 3.0) CUT OFF WALL DETAILS POSTS EI. 7.5' N.T.S. �+ /SUPPORT NET SECTION B E I. 6.5' SEE NOTES FINISHED GRADE POST 1 & 2 BELOW �- wetland Line -FILTER',FABRIC TOP VIEW - SECTION A EL 8.5 , 10' Distance _ "�- FLOW �I Cobbel/Gravel BACKFILL COUPLER B A Elevation 6 - ` PITCH 4" PVC PIPE 6" TRAFFIC BEARING SLAB r. 2' DIA. C.I. TRAFFIC BEARI� FRAME & COVER Ca -0' MIN E I. 5"5 Ground Level P ,M 6" min. c Exposed Face SECTION B INV. EL. 7' Proposed Concrete/Brick Wall 1.1' to 2.2' ENc TH2.5- SECTION A <C\i 4" NATIVE SOUL 4' PVC PIPE ® LEACHING POOL RINGS SAND & GRAVEL PVC WEEP 3'o.C. 4" 4` /8"/ft.(min.) REINFORCED PRECAST CONC. a 3500 PSI 0 28 DAYS 3'-0' „ 8, (min.) 6 Waterproof Concrete --- Existing TOE-IN METHOD JOINING SECTIONS OF FENCING Elevation 6' DIA. 4.9' to 5.9' N.T.S. Foundation INSTALLATION NOTES �7 t T �- 1000 GALLON NOTES ., t n r. m SEPTIC TANK ' 1.EXCAVATE A 4 INCH'4 INCH TRENCH(ALONG THE LOWER PERIMETER OF THE SITE. x!� „ EI. 3 Form 6 deep, 6 thick wall with 1/2 Polystyrene forming ,4 I 2.UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK(DOWNSTREAM) 3 8"E o x -c o a t e d R b WALL OF THE TRENCH(NET SIDE AWAY FROM DIRECTION OF FLOW). � / P Y ear Inject 1,00 0 psi Hydraulic Cement 3.DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES � � r - Lam-j iD _ o E FROM THE TRENCH BOTTOM. I I WATER TABLE 1' E gU 1. ENTIRE DISTURBED EXISTING SURFACE TO 4.LAY THE TOE-IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH. THE SOIL. SCALE �` f' BE RESTORED WITH A PERMEABLE MATERIAL. STEEPBACKFRSLOPL THE $REQUIREENCH AND AN IN ERCEPT �� - 2. FILL DISTURBED SUB-SURFACE WITH STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. 1 2 - 1 scut{,,;:;;i;�,�•� NATIVE, SANDY SOILS. 5.JOIN SECTIONS AS SHOWN ABOVE. ar of Tru,.stee . LA[ 0 - - TITLE: V. Bontje Proposed Redevelopment NOTES: ES ENVIRONMENTAL (1) Not a survey. Site plan based on Corwin Survey dlated December 2015. (2) Demolish existing house and reconstruct, in place (except 13 southern-most feet)- add second story. CONSULTANTS ON: 805 Island View Lane APPLICATION BY: Virginia Bontje (3) New septic system per Suffolk DHS Standards Figure 10. Abandon and fill old septic system to Suffolk DHS Standards. 225 MAIN ST. SUITE 205 (4) Entire site is designated FEMA flood elevation 6 feet (plus 2 feet freeboard to first floor). Highest existing elevation on site 5.9 feet. NORTHPORT, NY 11768 COUNTY: Suffolk STATE: New York TOWNSHIP: Southold (5) Fill will be clean, virgin materials from an upland source. (631) 261-7170 ***Utilities locations neither marked nor final. Call befiore you dig. (631) 261-7454 fax SHEET: 1 of 1 DATE: 11/28/2016 www.blaingassociates.com