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HomeMy WebLinkAbout1000-139.-1-18OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: July 21, 2014 Re: Proposed Wetland Permit for FIRST EAST END HOLDINGS CORP. SCTM# 1000-139-1-18 En -Consultants on behalf of FIRST EAST END HOLDINGS CORP. requests a Wetland Permit to construct a fixed timber dock consisting of a 4'x90' fixed timber catwalk elevated a minimum of 3.5' above grade of marsh, constructed with open -grate decking, and supported by 6" piles over vegetated marsh and 8" piles seaward of marsh; a 3'x20' hinged ramp; and a 6'x20' float secured by two (2) 8" diameter pilings; provide water and electricity to dock; and clear a 4' wide footpath to access dock. Located: 875 Westview Drive, Mattituck. SCTM# 139-1-18 Pursuant to § 268-5. Review of actions, the LWRP Coastal Consistency Review (attached) prepared for the proposed action on March 12, 2007 still applies. Enc. Cc: Lori Hulse, Assistant Town Attorney LOCAL WATERFRONT REVITALIZATION PROGRAM COORDINATOR TOWN OF SOUTHOLD MEMORANDUM To: James King, President MAR 12 2007 Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: March 12, 2007 Re: Request for Wetland Permit for EDNA MCNULTY C/O JOHN MCNULTY SCTM# 139-1-18 EDNA MCNULTY C/O JOHN MCNULTY, POA requests a Wetland Permit to construct a fixed timber dock, consisting of a 4'X 90' fixed timber catwalk (elevated 4' above grade of marsh); a 3'X 20' hinged ramp; and a 6'X 20' float supported by (2) 8" dia. pilings. Located: 875 V6'estview Dr., Mattituck. SCTM#139-1-18 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 below Policy Standards and therefore is CONSISTENT with the LWRP; provided that the proposed action meets sub -policies 6.3. 9.4 and 10.5 (b) outlined below. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. OFFICE: LOCATION: o��Og SO�/jyD MAILING ADDRESS: 1179 Town Hall Annex 54375 State Route 25 P.O. Box Southold, NY 11971 (cor. Main Rd. & Youngs Ave.) Southold, NY H ate„ �O Telephone: 631765-1938 Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM COORDINATOR TOWN OF SOUTHOLD MEMORANDUM To: James King, President MAR 12 2007 Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: March 12, 2007 Re: Request for Wetland Permit for EDNA MCNULTY C/O JOHN MCNULTY SCTM# 139-1-18 EDNA MCNULTY C/O JOHN MCNULTY, POA requests a Wetland Permit to construct a fixed timber dock, consisting of a 4'X 90' fixed timber catwalk (elevated 4' above grade of marsh); a 3'X 20' hinged ramp; and a 6'X 20' float supported by (2) 8" dia. pilings. Located: 875 V6'estview Dr., Mattituck. SCTM#139-1-18 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 below Policy Standards and therefore is CONSISTENT with the LWRP; provided that the proposed action meets sub -policies 6.3. 9.4 and 10.5 (b) outlined below. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. • • The applicant must demonstrate that the following dock standards pursuant to 4 275-11. Construction and operation standards have been met. (d) Review and approval of dock applications. Before issuing a permit for a dock structure, the Trustees shall consider whether the dock will have any of the following harmful effects: [1] Whether the dock will impair navigation or be located in areas of high vessel traffic or vessel congestion; [2] Whether the dock will unduly interfere with the public use of waterways for swimming, boating, fishing, shellfishing, waterskiing and other water -dependant activities; [3] Whether the dock will unduly interfere with transit by the public along the public beaches or foreshore; [4] Whether the dock will significantly impair the use or value of waterfront property adjacent to or near the dock; [5] Whether the dock will cause degradation of surface water quality and natural resources; [6] Whether the dock will cause habitat fragmentation and loss of significant coastal fish and wildlife habitats; [7] Whether the dock will result in the destruction of or prevent the growth of vegetated wetlands, seagrasses including eelgrass (Zosters marina) and widgeon grass (Ruppia maritima) or shellfish; [8] Whether the dock will unduly restrict tidal flow or water circulation; [9] Whether the dock will be safe when constructed; [10] Whether the dock will adversely affect views, viewsheds and vistas important to the community; [11] Whether the cumulative impacts of a residential and commercial dock will change the waterway or the environment and whether alternate design, construction, and location of the dock will minimize cumulative impacts; and [12] Whether adequate facilities are available to boat owners and/or operators for fueling, discharge of waste and rubbish, electrical service and water service. I_t is recommended that the Board evaluate whether the proposed dock will "extend beyond the minimum necessary for access to navigable waters" to meet sub-policv 9.4 below. 9.4 Assure public access to public trust lands and navigable waters. E. Provide access to, and reasonable recreational use of, navigable waters and public trust lands under water. Provide for free and unobstructed public use of all navigable waters below the line of mean high water for navigation. recreationand other public trust purposes including the incidental rights of public anchoring. 4. Structures extending beyond the minimum necessary for access to navigable waters impair public trust interests and open space values associated with the water's surface. Allow such structures only in the following circumstances: i a. when necessary for practical and convenient operation of water - dependent industry or commerce, and provided that obstruction of commercial navigation does not result. b. for commercial recreational boating facilities provided that: (i) the loss of navigable waters and use of underwater lands is offset by sufficient public benefit, and (ii) obstruction of commercial navigation does not result. C. when the principal purpose of the structure is necessary: (i) to provide public access for recreational uses (ii) for improvements for navigation (iii) for protection from coastal hazards, or (iv) for essential public transportation and transmission facilities. The LWRP recognizes that Mattituck Inlet and Creek is a regional Maritime Center. In addition the intent of Policy 10 is to protect existing water -dependent commercial, industrial, and recreational uses and to enhance the economic viability of water -dependent uses by ensuring adequate provision of infrastructure for water -dependent uses and their efficient operation. The term Water -dependent use means a business or other activity which can only be conducted in, on, over, or adjacent to a water body because such activity requires direct access to that water body, and which involves, as an integral part of such activity, the use of the water. Existing uses should be maintained and enhanced where possible and appropriate. The recreational use of the proposed dock in Mattituck Creek ( a Maritime area) is consistent with sub -policy 10.5 (b) (below). B. Provide and maintain efficient infrastructure for water -dependent uses. Maintain existing infrastructure and improve or provide new infrastructure, particularly in Mattituck Inlet and Creek, Mill Creek and the Village of Greenport, for commercial and recreational vessels and water -dependent uses. The Town of Southold will work with the federal government, New York State, Suffolk County, the Village of Greenport and private owners of water -dependent uses to: 1. Maintain existing sound infrastructure for continued or potential future use by preventing loss through abandonment and neglect. 2. Demolish and remove alternative infrastructure which is likely to present hazards to harbor operations. 3. Maintain existing, and, where necessary for water -dependent uses, construct new, shoreline stabilization and engineering structures such as piers, wharves, jetties, and bulkheads. a Tuwn of Southold LWRP CONSISTENCY ASSESSMENT FORM C' A. INSTRUCTIONS 1. A II applicants for perm its' including Town of Southold agencies, shall com plete this CCA F for proposed actions that are subject to the Town of Southold W aterfront Consistency Review Law. This assessm ent is intended to supplem ent other inform ation used by a Town of Southold agency in m a k in g a d e t e r m in a t i o n o f c o n s i s t e n c y. *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). 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 be explained in detail, listing both supporting and non - 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 Pl a artment all local libraries and the Town Clerk's office. D °. n B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 139 - 1 _ 18 JUN 2 3 2014 PROJECT NAME First East End Holdings Corp. The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board ❑ 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. rant, loan, subsidy) NII j; L JUL 14 2014 (c) Permit, approval, license, certification: ❑ n .i ,, r; Nature and extent of action: Construct a fixed timber dock, consisting of a 4'x 90' fixed timber catwalk (elevated a minimum of 3.5' above grade of marsh; constructed with open -grate decking; and supported by 6" piles over vegetated marsh and 8" piles seaward of marsh), a 3' x 20' hinged ramp, and a 6' x 20' float secured by two (2) 8" -diameter pilings; clear a 4' wide footpath less than 100' from wetlands to access proposed dock; and provide water and electricity to dock, all as depicted on the project plan prepared by En -Consultants, dated June 16, 2014. f �* Location of action: 875 Westview Drive, Mattituck Site acreage: 1.68 acres Present land use: Vacant residential 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: First East End Holdings Corp. (b) Mailing address: c/o David Warren, President P.O. Box 479, Mattituck, NY 11952 (c) Telephone number: Area Code 631-467-5447 (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? DEC, COE, DOS 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. ❑ Yes 1:1 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 ❑ 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 ❑ Not Applicable The project will be consistent with Policy 3, as it will be located between similarly constructed, neighboring docks and will be consistent in character with the greater water body and recognized maritime area of Mattituck Creek, which is characterized by a great number of similar, fixed timber docks. 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 ® 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 The dock will be constructed with untreated, open -grate decking to minimize any potential water quality impacts associated with CCA or other treated lumber. 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 wow bue to the presence of significant numbers of adjacent and neighboring dock structures, installation of the proposed dock will not cause any "fragmentation of ecological communities," nor will construction of the dock result in the physical loss, degradation, or functional loss of ecological components, as the catwalk will be of open -pile construction, elevated 3.5' above grade of vegetated marsh, and constructed with open -grate decking, so as to allow for the persistence of marsh vegetation beneath it. The ramp and float will be removed seasonally; and the project will meet the statutory and regulatory requirements of Article 25 of NYS DEC and of Town Code Chapter 275, Wetlands. 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. ❑ Yes ❑ No ® 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 evaluation criteria. ❑ Yes ❑ No ® 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. ® Yes ❑ No ❑ Not Applicable As the seaward end of the proposed dock would intrude minimally into Mattituck Creek and would be situated in line with adjacent dock structures, it will not create a hazard to public navigation. 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 III - Policies; Pages 47 through 56 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable For reasons described above, the proposed dock would neither alter nor adversely impair the surrounding community character, water use, or scenic quality of the surrounding environs of Mattituck Creek, which is recognized by the LWRP as a regional maritime center where construction of piers facilitating water dependent use by recreational vessels is encouraged. 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 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 TITLE Coastal Mgmt. specialist DATEJune 19, 2014 Amended on 811105 R N t1 � M1 � ° ♦ /�/lf ) IA , N A fe _ -_ a to � ^r. w P ` ` ""• 6 �� 9L • y P P P ♦M1� P � P P r a• r 43 � m ....,... '--- � i.tl ^-- ' ' 0 - --- •••� _—_�'—_— �- --�-- u --•-- _ COUNTY OF SUFFOLK © Real Property Tax Service Agency �( �«.d�....K.......K.,,., K v M 4aunxxa SecnM W 139 FIRST EAST END HOLDINGS CORP., 875 WESTVIEW DRIVE, MATTITUCK Figure 3. Looking northeast from Mattituck Creek over location of proposed dock and toward upland of subject property. Figure 4. Looking southwest from shoreline over location of proposed dock and across Mattituck Creek. FIRST EAST END HOLDINGS CORP., 875 WESTVIEW DRIVE, MATTITUCK Figure I. Looking northwest along subject shoreline at mean lower low tide over staked location ofproposed dock and at adjacent dock to north. Figure 2. Looking southeast along subject shoreline at mean lower low tide over staked location of proposed dock and at docks on opposite side of creek. --- F. Purpose: Private, roncomrarcial boatdockacr 2. Datum: MU.W - O' - O" Vol NE 5. Water depths ( referenced to AM transalbed frau h#dra -aphk W-04 prepared 6y Nathan faf� /r' Cawh III Larca ! 5r w. last dated Nmam6 r 16.2013 �A 4. Dock to misist of presare-treated stnachral- e Rgport umbersnd aoperte gra, fiba-r�azs' � reinforced dedum (fln-Flow— a similar product) :- - / "l JUN 2 3 201 all hardware to �- hot-JWA galvanized sled 5. Dade to be with a I equipped *, water, arc! dectrktty 6. hoop and float to be rem ed seemly SPf (K:CESr w SIJI, Ct 7. flree-ple bent to be used to support fled PIdOPWY aril MN111:CX am catwalk at most seaward ON set ody (� i _. � -Ta 8. Proposed dock preAnA au Tuzd 64 W5MC �" seu fff No. l -4M-056621 00001; Town of 5andd Wetlands Permit Nos, 6554 & 7157: Av' Dept. of the Army Permit No. 2001-229 ESP; and $l8 �? W51205 Grxrleral Conarrence No. F-2007-0157 �� \ 9. Proposed dwelling, 41615 shown for rifarnatlonal purtxres is located aAmde fawn of %&W Chapter 215 Irisdlctbn p -%A to 11/ 2/01 Norr-drisdiction Letter 50dk Go* Hsgstran Map 10. Plan and aossvlew diagrams are selmotic in nahre arca are 1 2000 q -°0 Intended oily to estabhzh p'o�ect Iocab , scope, and basic �; `, ��%6. cam• cmIstrucUm details for permkrq purposes and are not 6 Y \ intended to serve as or subs bLe for en*em lnq or p cmIshctbn plans for me4whon purposes 11. Project 6cAw: 875 Westview Drive, \ T44 co 1\ Mattltuck, NY: 5CfM No. 1000-159-1-18 ,o�4F0 44 \ \ C t204* *1N ±225•Q, I IT I+ i!'JUL('�� \ \ \ �/� 14 2011AJ ` C\ la L ` \. 4?,,,12• RAMP Z\ — \sQ A PROPOSED 4' x 90' FIXED `\ - ._ - _ _ TIMBER CATWALKAkL 3• x 20• RAMPA L \. v -12' o' `,, HN ANAL .Y Qp ±204 _24• 12\ ` \ I�/AL PIP �r', I -+4 24±35' \ Air• Alit s e AL 94, ` ,6 8- PILE (TYP.)-�4• -An% AIAL 6' x 20• FLOAT \ \ AL AL AL AL MATTITUCK CREEK � AL AL� - ALA` _ \ _ (> 500' WIDE) \ AL A` EN -CONSULTANTS 1319 NORTH SEA ROAD SOU T HAMPTON, NY 1 i 968 631-283-6360 • PPOP05W 19OCK FOS ff5f �W �W HOWIN65 COIT. ON MAf11TUCK CMM MAfllTUCK, 5UFFOLK COUNTY, NY 9ff 10r 2 6-16-14 5�CTION TNpU VrOP05�n FI9P limmp, POCK I" a 20' 114' PROP05E19 UMP POCK 225' 90' F19P CATWALK + —i w --12' 18' 42" (ndn,) IT& MTLM P DOUWAPY �-- NMIM Grate Pecklq 6" x VAR. PILE5 8" x VAR. PILE5 / (OM MV5N) (5EAWARP OF MN5H) 3 PII E DENT DAMP - 20' -i FLOAT mw . 5,,0, MLLW e O' -V" O" -2'-6" WOE (2) 8" PILE5 i Z N 7 C1 � ZN 7N �pp-7 Z 5�CTION TNpU VrOP05�n FI9P limmp, POCK I" a 20' 114' PROP05E19 UMP POCK 225' 90' F19P CATWALK + —i w --12' 18' 42" (ndn,) IT& MTLM P DOUWAPY �-- NMIM Grate Pecklq 6" x VAR. PILE5 8" x VAR. PILE5 / (OM MV5N) (5EAWARP OF MN5H) 3 PII E DENT DAMP - 20' -i FLOAT mw . 5,,0, MLLW e O' -V" O" -2'-6" WOE (2) 8" PILE5 i RVEY OF PROPERTY 'a L JUL 14 2014 SITUATED ATE C E MATTITUCK �---- -- TOWN OF SOUTHOLD JUN 2 3 2014 SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-139-01-18 ` SCALE 1 "=40' DECEMBER 16, 2005 AUGUST 24, 2006 HEALTH DEPARTMENT DATA JANUARY 8, 2007 ADDED PROPOSED HOUSE OCTOBER 3, 2013 STAKE PROPERTY LINES dE BUILDING ENV. NOVEMBER 20, 2013 ADD PROPOSED HOUSE FEBRUARY 19, 2014 LOCATE ADJACENT WELLS do REVISE SEPTIC SYS. LOCATION FEBRUARY 24 2014 REVISE PROPOSED HOUSE LOCATION MARCH 9, 2014 STAKE FOUNDATION MARCH 24, 2014 MEASURE WATER DEPTHS do RELOCATE WETLAND LINE AS FLAGGED CERTIFIED TO: LORRAINE WARREN FIRST AMERICAN TITLE INSURANCE COMPANY TOTAL AREA = 73 282 s ft 5 -78-42 50 p0 LUL R O A -R0N�E R: 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE SCREEN IS REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT SCREEN AT THE /ASE OF THE REQUIRED SILT SCREEN. THE BALES SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. i. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED ON THE PROPOSED RESIDENCE. 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. S. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION AND GROWTH. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF B5% AREA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER THAN 1 SQUARE FOOT IN SIZE. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO THE ROAD. A NON -LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. (TO TIE LINE) 1.682 CIC. � �./� "' TR1y�C\ FFT R=150.00, WETLANDS AREA = 11,423 sq. ft. F���`, 0.2% L= 100.00' UPLAND AREA = 61,859 sq. ft. II , Oo�F - '�, •�� CHORD = S 61'57'24" E 98.15' TOTAL 5,618 sq. ft. 9.1 STEEL OR WOOD WII A_ ,, �/ I\Ft r • EXTRA STRENGTH FILTER FABRIC POST(TM►J REVD. WITHOUT WIRE MESH SUPPORT LOT COVERAGE DATA OVER UPLAND AREA;. I GO WA7-E � 1E.3G � R V -19 - W1RE5 10• MAX. O.C. SPACING DESCRIPTION AREA % LOT COVERAGE HOUSE 3,135 sq. ft. 5.1% PORCHES 105 sq. ft. 0.2% DECK 378 sq. ft. 0.6% DRIVEWAY 2,000 sq. ft. 3.2% TOTAL 5,618 sq. ft. 9.1 wpo" Hk Iv /OO I a rOVERH�O W/ ' IRNA SUPPORT FENCE Q i !/, SE C W/D WIRE SUPPPORT FENCE 1 �'�� ENT ' M 19.3 � \ REV)o: rL tv ; 1 0 P 5� Z\ \ \ 1 1 0 0 ? 0 �F oVf F' � N •P �fDING \ OPE \ 18.2 ryry�� ,,� \ �• �� \ \\ LU W OT � \f�Op O 1 �6 Sr( �p-SF \ �C \ x 17. W O \ \ i 9 4/A/ \ \ \ \ x15.6 \ T. of \ \` ♦ \ \S' I Q CP` \ O!/N� <F TEST HOLE\ \ /SSP/A, ♦t��\ WELL T a x 1- 1�G \ \\ \ \ \ ZONE X • f HF \ Rp�o� 174 \�t2.1 \\ \\ \ Li ��-� 1__* ----------- rp�(QST\ \ \\--rs ZONE X* LA ro O \ 7 \ \ \ \ .-ft.� /o1�c�pp<,r� \ 14 ? Fye 3 p � \12 \E ,R A, � \ \\ \\��` \\� \\\`1O ZONE .4 10 22 \�9 -1. \ \\ 011, F� \ Fp\\ 27 �boo\\ (-24). (-44')x x(-24) \ \ \ \ \ y K7 dll. \ c o��o \ \ 7 o (-44 )x (-30 \ ?� \\\ RM11, \\\��Br \�� \\s \ --L5.- 7 \ \ oS/ 207 ELEVATION HIGH WATER MARK 03/24/2014 = 2.3' ELEVATION LOWER LOW WATER MARK 03/24/2014 = -2.7' 6 \ \ O WATER DEPTHS SHOWN IN INCHES ARE REFERENCED TO \ LOWER LOW WATER BEING AT 0.0" "� \ \ r/f n FUG -Q WATER DEPTHS TAKEN ON 03/24/2014 \ \ �/y FUC 4 ELEVATION ALONG WETLAND BOUNDARY 03/24/2014 = 3.5' \ \ `� Q00 DO O \ TEST HOLE DATA ' `SSI X �3 r�\ \ - - _TIE LINE V1 (TEST HOLE DUG 13Y McDONALD GEOSCIENCE ON JUNE 25, 2006) ry C7 _ . 11.5' DARK BROWN SANDY LOAM OL \\ S�'Yiy �O.5 / 38'X- -23 0.5' _ -2 0.5' �•p0 Y Y 69.89, BROWN SILTY SAND WITH 10% GRAVEL SM 3' O, • PALE BROWN FINE SAND SP \ 4 • \ • : \ . 3.3' B.2• \ WATER IN PALE BROWN FINE SAND SP - 15' CREEK 0 S: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: to.o 2. MINIMUM SEPTIC TANK CAPACITIES FOR G BEDROOM HOUSE IS 1,500 GALLONS. 1 TANK; 5' LIQUID DEPTH, S' DIA. 3. MINIMUM LEACHING SYSTEM FOR G BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 2 POOLS; 9' DEEP, 8' dia. PROPOSED EXPANSION POOL 0 PROPOSED LEACHING POOL OPROPOSED SEPTIC TANK 0 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5. ANY WETLAND BOUNDARIES SHOWN ARE SUBJECT TO VERIFICATION BY NEW YORK STATE AND/OR OTHER REGULATORY AGENCIES. 6. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO481 G ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X•: AREAS OF 500 -YEAR FLOOD; AREAS of 100 -YEAR FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE: AND AREAS PROTECTED BY LEVEES FROM 100 -YEAR FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN. 7. THIS PROPERTY IS IN ZONING USE DISTRICT: R-40 DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 3,240 sq. ft. 3,240 sq. ft. X 0.17 = 593.3 cu. ft. 551 cu. ft. / 42.2 = 13.1 vertical ft. of 8' dia. leaching pool required PROVIDE (2) 8' dia. X 8' high STORM DRAIN POOLS DRIVEWAY AREA: 2,000 sq. ft. 2,000 sq. If. X 0.17 = 340 cu. ft. 340 cu. ft. / 42.2 = 8.1 vertical ft. of 5' die. leaching pool required PROVIDE (1) 8' dia. X 10' high STORM DRAIN POOL WITH OPEN GRATE PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: PROPOSED 3' DIA. X 10' DEEP DRYWELL WITH OPEN GRATE FOR DRIVEWAY ARE SHOWN THUS: 0,) TYPICAL STORMWATER UNIT (TOPS TO BE TRAFFIC BEARING) nom ATTACH FILTER FABRIC SECURELY • ' ' �' TO UPSTREAM SIDE Or POST ,SILT FENCl DETAILS N ­ MOTES SCLLE MOTES SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRANSPORT. 36" HIGH POLE (MAX.) STEEL OR WOOD POST HAY BALES FLOW COMPACTED BACKFILL BALES TO BE SET IN 4" TRENCH ELEVATION XAYNA�/ANNIER 0 INLETS• INLETS TO BE USED WHERE TOPSOIL IS NECESSARY FOR1. AREA CHOSEN FOR STOCKPILING OPERATIONS REGRADING k VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. AND REQUIRED PENN 1P -USE. 2 - SLOPE OR LESS STABILIZE ENTIRE PILE 1 WITH VEGETATION OR COVER W 41 'k W W 41 W W W 41 IV W W y W W 41 li, W W (NOT TO SCALE) UNAUTHORIZED ALTERATION OR ADDITION CAST IRON INLET FRAME A: COVER (FLOCKIIART /i351■ TYPE 611140)TO THIS SURVEY IS A VIOLATION OF FINISHED GRADE OR O' THICK REINFORCED CONC. COVER SECTION 72OF THE NEW YORK STATE L B' TRAFFIC BEARING SLAB 1'-D' EDUCATION LAW. (IR.K.> 3'-D• r -o- IW/ COMPACTED TRENCH DETAIL BACKFILL LEACHING RINGS 2"x2" STAKES REINFORCED PRECAST CONIC. (TWO EACH BALE) tp 4 - GRADE DRAINAGE INLETS BALES TO BE SET IN 4" TRENCH ELEVATION XAYNA�/ANNIER 0 INLETS• INLETS TO BE USED WHERE TOPSOIL IS NECESSARY FOR1. AREA CHOSEN FOR STOCKPILING OPERATIONS REGRADING k VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. AND REQUIRED PENN 1P -USE. 2 - SLOPE OR LESS STABILIZE ENTIRE PILE 1 WITH VEGETATION OR COVER W 41 'k W W 41 W W W 41 IV W W y W W 41 li, W W (NOT TO SCALE) UNAUTHORIZED ALTERATION OR ADDITION CAST IRON INLET FRAME A: COVER (FLOCKIIART /i351■ TYPE 611140)TO THIS SURVEY IS A VIOLATION OF FINISHED GRADE OR O' THICK REINFORCED CONC. COVER SECTION 72OF THE NEW YORK STATE L B' TRAFFIC BEARING SLAB 1'-D' EDUCATION LAW. (IR.K.> 3'-D• COPIES OF THIS SURVEY MAP NOT BEARING PIPE FROM ROOF GUTTERS THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CRUSALL ANED ROUND4' - 1-1/2• STONE CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND (m,"1 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. E THE EXISTENCE OF RIGHTS OF WAY GROUND WATER AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. STRAW BALES OR SILT FENCE NOT TO SCALE r -o- 58, MIN. "• LEACHING RINGS REINFORCED PRECAST CONIC. 4900 PSI O L DAYS tp 4 - COPIES OF THIS SURVEY MAP NOT BEARING PIPE FROM ROOF GUTTERS THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CRUSALL ANED ROUND4' - 1-1/2• STONE CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND (m,"1 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. E THE EXISTENCE OF RIGHTS OF WAY GROUND WATER AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. STRAW BALES OR SILT FENCE NOT TO SCALE I ROAD w HAY BALES AND/OR SILT FENCING CONBTRUCTBN F�NTRANCE BASE OF COMPACTED 3/4 STONE BLEND Olt N.Y.S. D.O.T. APPROVED RCA. FILL TO 16• MIN. ABOVE EXISTING GRAD A ALLDW FOR ORARMGE CROSS SECTION TEMPORARY CONSTRUCTION ENTRANCE (NOT TO SCALE) PREPARED IN ACC WITH THE MINIMUM STANDARDS F TLE V S ESTABLISHED BY THE L. A(� D ADOPTED FOR SU Y ATE LAND TITLE 7616 '(NF7' 1LAM N.Y.S. Lic. No. 50467 Nathan Taft Corwin III Land Surveyor Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 1931 Jamesport, New York 11947 Riverhead, New York 11901-0965 58, MIN. OR TO BE SUFFICIENT TO tp KEEP SEDIMENT ON SITE I e� i HAY BKES AND/OR SILT FENCING WII O I S AND/OR SILT FENCING PLAN VIEW I ROAD w HAY BALES AND/OR SILT FENCING CONBTRUCTBN F�NTRANCE BASE OF COMPACTED 3/4 STONE BLEND Olt N.Y.S. D.O.T. APPROVED RCA. FILL TO 16• MIN. ABOVE EXISTING GRAD A ALLDW FOR ORARMGE CROSS SECTION TEMPORARY CONSTRUCTION ENTRANCE (NOT TO SCALE) PREPARED IN ACC WITH THE MINIMUM STANDARDS F TLE V S ESTABLISHED BY THE L. A(� D ADOPTED FOR SU Y ATE LAND TITLE 7616 '(NF7' 1LAM N.Y.S. Lic. No. 50467 Nathan Taft Corwin III Land Surveyor Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 1931 Jamesport, New York 11947 Riverhead, New York 11901-0965