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HomeMy WebLinkAbout1000-71.-2-4 OUT OFFICE LOCATION: OF SOy�l MAILING ADDRESS: Town Hall Annex Q P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 Fax: 631765-3136 l �Y�OUNIy,�c� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Ter Principal Planner o Terry, P LWRP Coordinator Date: April 17, 2014 Re: Proposed Wetland Permit for JAMES & KATHLEEN BLACKLEY SCTM# 1000-71-2-4 Samuels & Steelman Architects on behalf of JAMES & KATHLEEN BLACKLEY request an Administrative Permit to construct a new.52sq.ft. water side deck; and construct an 84sq.ft. addition for entry foyer onto landward side of existing (totaling 2,726 sq.ft. first floor footprint) dwelling with attached garage. Located: 415 Harbor Lights Drive, Southold. SCTM#71-2-4 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me it is recommendation that p Y the proposed actions are CONSISTENT with the Policy Standards and therefore are CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney Town of Southold LWRP CONSISTENCY ASSESSMENT FORM u � A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Offi -11, local libraries and the Town Clerk's office. 7F.-- `'B. DESCRIPTION OF SITE AND PROPOSED ACTION M 2 5 2014 SCTM# 1000-71 _ 02 _ 04 The Application has been submitted to(check appropriate response): _ Town Board [11 Planning Dept. E Building Dept. [11 Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital 0 construction,planning activity,agency regulation;Iand transaction) (b) Financial assistance(e.g. grant, loan, subsidy) APR I t 2014 (c) Permit,approval, license,certification: tFx Nature and extent of action: New back porch, rebuilt front porch, addition to the second story, new addition to the first floor Lo vt,� PROJECT DESCRIPTION RENOVATIONS &ADDITIONS TO BLACKLEY RESIDENCE 415 Harbor Lights Drive, Southold, NY SCTM# 1000-71-02-04 Renovations and additions to existing two story frame residence. Propose to add 84 square foot Entry Foyer to existing 2,642 square foot first floor/footprint, which includes existing two car attached garage, totaling 2,726 square foot first floor/ footprint. Propose to add 1,138 square foot Master Suite addition to existing 360 square foot second floor, totaling 1,498 square feet. Proposed total size of residence on two floors equals 4,224 square feet. There is no basement in existing residence, nor any proposed. Renovations will include re-framing portions of existing roof to enclose new second floor, and replacement of all existing windows/doors and siding. There will NOT be an increase in the number of bedrooms, as one existing bedroom will be renovated into a Mud Room, Pantry and closet area. No work is proposed to existing terraces nor to hardscape. Changes to landscape will conform with provisions of prior Trustees permit granted at time of swimming pool construction. E C F- AR AR 2 6 "-' 1014 Location of action: 415 Harbor Lights Drive Southold, NY 11935 Site acreage: 0 .459 Acres Present land use: Single Family Residence 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: James and Kathleen Blackley (b) Mailingaddress: 2457 Foxdale Avenue Oceanside, NY 11572 (c) Telephone number:Area Code X10 238-9053 (d) Application number, if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No 0 If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ❑ Not Applicable Renovating an existing building preserves open space around the existing residence and makes efficient use of the existing structure and property. Also the addition to the property is far less than the 20% lot coverage allowed by zoning. 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 0 Not Applicable There are no historic or archeological structures on property. 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 The renovations of existing building are in keeping in style and scale of neighboring structures. 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 E3 No © Not Applicable All rainwater runoff is and will be retained on site with the use of underground drywells. 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 0 No 0 Not Applicable All rainwater runoff is and will be retained wit the use of underground drywells. The sanitary system for the residence meets current Suffolk County ne t of HPa1 th servi ces RtanHArdR for Rani f Ary wAstP watPr_ ThP z rnperty is ;:$yZJtt=LLL Uf the accessoxy build ng will be Made tU HM Se-BHS. 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. 0 Yes []] No© Not Applicable No development will take place in the "protected" or "natural indigenous environment" 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 Q No❑ Not Applicable The development will not add pollutants into the air. All construction vehicles meet the Federal standards for air pollution discharge. The mechanical systems of the residence meet the federal standards for air pollution discharge. 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. R Yes ❑ No ❑ Not Applicable The construction and use of the building will make use of the town' s di Gpoaal and rec•ycl i ng center- PUBLIC enterPUBLIC 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. ® YesO No❑ Not Applicable No public land involved. Littoral access unimpeded. 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. 7 Yes ❑ No © Not Applicable There are no public or commercial activities or uses on site. Historically this property and neighboring properties are residential in use and will remain res i r3ent i a l 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 This project will protect and preserve the living marine resources by maintaining all rainwater discharge and sanitary flow from the residence on site by approved SCDHS sanitary system and drywells for rainwater runoff. 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[if Not Applicable There are no agricultural lands on site. 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 The construction will be using equipment approved by the Federal government for energy usage. The residence will meet Federal standards for conserving energ4r "Pnergjr Star Prngram" and will lice my state Pnerg)r rnncervat i nn nnrl PREPARED BY TITLE DATE Created on 5125105 11:20 AM 12-,3-3eW a n+a masa N j I SOUTHOLD BAY �i mwa.amwuu �. -'lA 6.0.49 r t.Wq3pYq �...\.. �' m M F azF az e, f m mF m aF m +T +�• � 1 +.mcq� 3 �P�rs to • !�,,o i b F .4 ttS O M JF OR , m � �RRr� +3 � �wiw urrc eEE eMkAf F �� rr r „� _ __ .,,,,, _—..-- ,..,.. --•-- NOncE COUNTY OF SUFFOLK © E to P+ tIO11TIgl➢ SECTION No Reel Properly Tax Service Agency r uae o< E ..... u —_— u --�-- --.-- OaiyRP C•nIlr M.reW.NvnMt M /1 PROPERTY MRP O r.r r fit u i BLACKLEY RESIDENCE, 415 HARBOR LIGHTS DRIVE 10/30/13, 11 :00 am, View EastD E C h " ° grl MAR 2 J BLACKLEY RESIDENCE, 415 HARBOR LIGHTS DRIVE 10/30/13, 11 :00 am, View West F BLACKLEY RESIDENCE, 415 HARBOR LIGHTS DRIVE 10/30/13, 11 :00 am, View South J BLACKLEY RESIDENCE, 415 HARBOR LIGHTS DRIVE 10/30/13, 11 .00 am, View North � I 0 Scott A. Russell 1 °1__ James A. Richter, R.A. SUPERVISOR Michael M. Collins P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAEL.COLLINSOTOWN.SOUTHOLD.NY.US � JAMIE.RICHTER®TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact& Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner.Design Professional,Agent,Contractor,Other) PROPERTY OWNER: (If Different from Applicant) NAME: Samuels and Steelman Architects NAME: JAMES&KATHLEEN BLACKLEY ADDRESS: 25235 Main Road ADDRESS: 2457 FOXDALE AVENUE Cutchogue,New York 11935 OCEANSIDE,NY 11572 Telephone Number: 631 734 6405 Telephone Number: Completed Applications can be picked up at the Engineering Department after being notified by the Department,or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope& Appropriate Postage. DATE: FEB. 27, 2014 Property Address / Location of Construction Work 415 HARBOR LIGHTS DRIVE,SOUTHOLD,NY 11971 SCTM #: 1000 71 02 04 - - District Section Block Lot Required Documents for Stormwater Review: OK Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems,Driveways,Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations,Replacement of exterior Doors&Windows,Deck Construction with Loose Fit Decking,Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Sto ter Review Checklist. If No or NA are Indicated, Justification is Required. ** FORE �R�IG DEPARTMENT USE ONLY **** Reviewed By: r Date: l App oved: Add( ' nal Information Required: a°SIJFFQ� CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST DATE: January 22,2014 APPLICANT: (Property Owner.Design Professional,Agent,Contractor,Other) `7 NAME: Samuels and Steelman Architects Q( S C T M #: 1000 59 07 26 Telephone Number: 631 734 6405 District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries �] b. Total Site Acreage. c. Existing-Natural &Man Made Features within 500 L.F. of the Site Boundary as required by §236-I7(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. X No subsurface drainage or septic is planned e. Limits of Clearing& Area of Proposed Land Disturbance. X f. Existing&Proposed Contours of the Site (Minimum 2'Intervals) No a in is anned,existin ra es to remain g. Location of all existing& proposed structures, roads, driveways,sidewalks,drainage improvements&utilities. h. Spot Grades&Finish Floor Elevations for all existing& No grading is planned,existing grades to remain proposed structures. 1. Location of proposed Swimming Pool and discharge ring. No swimming pool is planned j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area W. X 0 I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. IV I b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) X-1 Existing to remain,no new drainage structures planned d. Leaching Structures (e.g.infiltration basins,swales,etc.) None required FORM # SWCP Check List -TOS JAN 2014 ! I New York State Department of Environmentaf Conservation Building 40-SUNY,Stony Brook,New York ttTBQ-2356 Telephone(518)444-0365 Faosintib (516)444-0364 John P.CahB Commissbnw TIDAL WETLAND . LETTER OF NON—,T RIBDICTION Mr. Robert Stickle November 20, 1998 62 Lakeshore Blvd. Massapequa, NY 11758 Re: 1-4738-02053/00001 Harbor Lights Drive SCTM#1000-71-2-4 Southold Dear Mr. Stickle: St'c e. Based on the -information -you- have' the Ne.-t4 it r- --State Department of Environmental Conservation has determined at: The property landward of the bulkhead greater than 10C feet in length, constructed prior to 8/20/77, as shown on the survey prepared by Joseph Ingegno dated 8/11/98 revised 9/1/98, and confirmed by Department technical staff -to be evidenced on Tidal Wetland Map#718-546 and- IR/BW#724, is beyond Article 25 (Tidal Wetland) jurisdiction. Therefore, in accordance with the current Tidal wetlands Land Use Regulations (6NYCRR Part 661) no.permit is required under a Tidal Wetlands Act Please be advised,. however, that no-cons ruction, sedimentation, or disturbance of any kind may take place award of the tidal wetlands jurisdictional boundary, as indica-t above, without a permit. It is your responsibility to ensure that all necessary, precautions are taken to prevent any sedimen ation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adegiate work area between the tidal wetland jurisdictional boundary and your -project- (-i a- -a 15' ta-_.20'- _w1de. canstruction__are�-.or . temporary fence, barrier, or hay bale berm. _ Please be further advised that this etter does not reliq yo f the responsibility of obtaining any ecessary permits pproval from other agencies. - erely,. LTS Administrator C. Mariano, Inca 71 File SURVEY OF LOT 46 MAP OF HARBOR LIGHTS ESTATES SECTION TWO FILE No. 4681 FILED JULY 26, 1966 SIT UA TE BAYVIEW s 6 4• TOWN OF SOUTHOLD S'1 �F�d Ad 4q- SUFFOLK COUNTY, NEW YORK 6 ; . p F 019 -)1c S.C. TAX No. 1000-71 -02-04 oo :�- •'. woo�n�0 44J 14 SCALE 1 "=20' Nc AUGUST 11 , 1998 `v • •'�•--' -• a' SEPTEMBER 3, 1998 ADDED PLOT PLAN - - o �x OCTOBER 31 , 1998 REVISED PLOT PLAN \•�.• 110. • • w�"`�+r °Oc�w000 NOV. 19, 1998 REVISED SEPTIC SYS. LOCATION •ANON i� ;'`?�c��• `�'oF 100 o DEC. 8, 1998 REVISED PROP. HOUSE • s��, . • • . 00"". MAY 17, 1999 REVISED PROP. SEPTIC SYS. x s 4 °•'. • ' JAN. 19, 2000 REVISED PROP. GRADES �3 h \ •''.�/ FEB. 17, 2000 ADDED ROW OF HAY BALES & BUFFER �_ \ \� •\; �.,••;`.,•, _• MAY 8, 2000 FOUNDATION LOCATION = x DECEMBER 9, 2000 FINAL SURVEY oR ARop o \ JUNE 23, 2010 UPDATE SURVEYS g / �• ` • ' ' NOVEMBER 17, 2010 ADDED PROPOSED POOL & PATIO < FOR pD SITE PLAN1-0/q pippA \\ 79 x� O JANUARY JANUA 3, 201 101REVI ED EPROPOSED POOL oC 6q�W oFF,o pcRq qFo x x 'JUNE 29, 2011 REVISED PROPOSED POOL �sy 180, OCTOBER 4, 2011 ADDED TOPOGRAPHICAL SURVEY AREA = 20,000 sq. ft. ��' 9, e;; 0.459 ac. U � 'p�'v:.`•i r' :i 'PORJ\O PECK JOBS / x.Z x-U 4600� . �U CERTIFIED T0: : ': : ::: :::: : _ '. o � / a� 4 JAMES BLACKLEY x '30 r ':... Q y�o a Q� h': KATHY BLACKLEY p h `�'' o X. o Nc/ S1 ' 128,••''::' '�¢'i�r r7 ID DECKS �� O zs ADDIT14 �t� J�� 6 (h OQ� Q=lv} `gh 0' 89 1$ Bj \ �Q yOVrs s f dRrY GgRgc� ke J�r41, •' . , '� \sem �• ~ �� o tv • 2z�. '� h J 1.0• • �'� / 'moo=. .' •. .. 'A moi• 64 0 �� A o ' . ��r: /RFS !,•� O •�.. p0', 4002 vO ENp• SIG e • •.mak 4 SUN •� / h RN '�,�rj • Tc:QtsiN �Rfs NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:.0 EXISTING CONTOUR LINES ARE SHOWN THUS: — — — —8— — — — .FL. — FIRST FLOOR G.FL. — GARAGE FLOOR MAR 2 5 2014--- PREPARED ' WITH THE MINIMUM ' f ` ' ~^ STANDARDS I FOR CTITLE ASURVEYS AS ESTABLISHED �0t7.1.•.0 J•"�. 8 I Tr '+' NAPPROVED 0 SUCH USE BYTHE NEWYAND ATO YORK LAND TITLE ASSOCIATION. OF N 0 Co PROPOSED LOT COVERAGE ' EXISTING LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE HOUSE 2,625 sq. ft. 13.1% ;,r,. Slcr,1 NY.S. Lic. No. 50467 SHED 96 s ft. 0.5% \ `v� �•� ^ �v, / HOUSE 2,625 Sq. ft. 13,1'. q• UNAUTHORIZED ALTERATION OR ADDITION ��/ TO THIS SURVEY IS VIOLATION OF Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE SHED 96 sq. ft. 0.5% SPA ON CONC. PAD 57 sq. ft. 0.3% EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor DECKS & STEPS 412 3qft. 2.1'. THE LAND SURVEYOR'S INKED SEAL OR SPA ON CONC. PAD 57 Sq. ft. 0,3'. ' EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. DECKS 575 s ft29•. DINING EXTENSION 64 sq. ft. 0.3% CERTIFICATIONS INDICATED HEREON SHALL RUN q• . . ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L S. IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. POOL 600 Sq. ft. 3.O/ TITLE APHEREON,AGENCY AND TOTAL 3,353 sq' ft. 16.8• LENDING NSTITUTIONLISTED ND TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys — Subdivisions — Site Plans — Construction Layout TOTAL 3,854 sq. ft. 19.3•• TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SITE DATA SCTM # 1000-71-02-04 FREDERICK AND HAROLD REESE PROPERTY: 415 HARBOR LIGHTS DRIVE PARK AND PLAYGROUNDADDRESS SOUTHOLD, NY 11971 , EXISTING FLOATING WOOD DOCK (GREEK OR CANAL) OWNER: JAMES BLACKLEY EXISTING METAL RAMP KATHLEEN BLACKLEY` I EXISTING FIXED WOOD DOCK SITE: 20,000 SO. FT. = 0.459 ACRES EXISTING 6' WIDE WOOD ZONING: R-40 WALK AT &RADE EXISTING BULKHEAD SURVEYOR: Nathan Taft Corwin III S 64.05'10" E 1586 Main Road 51 2,-3 -5.1 100.00' i Jamesport, New York 11947 _. ..LICENSE # 5 7 UJ � . . . _ _ . . . . DATED OCTOBER 4, 201Q,l,' Cl) 00E D s`. . EXISTING FLAGPOLE MAR 2 5 2014 _� C; = W z o TEMPORARY STORM WATER _ __ UJ Z N N - d N RUNOFF CONTROL MEASURE: "OUT, � ,}'��`' Q Q X < PROPOSED HAY BALES 4 SILT NOTES: Board ATr ^*,. 10' WIDE NON TURF BUFFER w in W �s FENCE DURING CONSTRUCTION 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM t- SEE DETAIL I-SP2 EXISTING ELEVATIONS ARE SHOWN THUS:.0 Q �n — d 0 z EXISTING CONTOUR LINES ARE SHOWN THUS: 8 � W X m cV TEMPORARY STORM WATER F:FL - FIRST FLOOR $-- RUNOFF CONTROL MEASURE: G.FL — GARAGE FLOOR Z W EXISTING &UNITE POOL w PROPOSED HAY BALES 4 SILT FENCE DURING CONSTRUCTION �... EXISTING TERRACE \ Cn Z O EXISTING UNDERGROUND LEACHING w EXISTING WOOD DECK I LOCATION M 0 ~ W POOLS TIED TO EXISTING GUTTERS AND DOWNSPOUTS AT EXISTIN6 RESIDENCE —i 1 -- ----- --- ---- —' EXISTING HOT TUB W r NEW ENTRY DECKQ SITE > _ � o . EXISTING FRAME SHED O EXISTIN6 UNDERGROUND LEAGHIN6 POOLS ..I TIED TO EXISTING CUTTERS AND , Z O A DOWNSPOUTS AT EXISTIN6 RESIDENCE W Q = - 8 � 6'-211 N Parish Dr ,� J 0 +r r O ...:..:. EXISTIN6 RESIDENCE x. 1 Q! f 1 V� o H a r -� o b LIMITS OF G ARING 4 r - EXIS INC SYPTIG SYSTEM LE T - 9h D y .; .:; AREA OF PRO OSED AN D: :(I) 1000 GAL SEPTIC TANK (ST) DISTURBANCE hC5 8 DIA x 3 HIGH LEACHING 00L LP or 0 C n r i e \ i a -t 14-3 as X. L L 1 :�:; O EXISTIN6 UNDERGROUND EAG I G FOOLS L H N P OL r� .c 1 ll ", L 22 26 I D TIED TO EXISTING GUTTERS AND ��_ v, COD DOWNSPOUTS AT EXISTIN6 RESIDENCE Q = L JvI } NEW ADDITION TO EXISTING '� °6 Z' L W RESIDENCE,; m a y Q. CD " EXISTIN6 COVERED ENTRY TO BE c CONSTRUCTION ENTRANCE - STA61 N& EXISTIN6 DRIVEWAY RECONSTRUCTED w J• 12 & X AREA AND PROPOSED CONCRETE �* BY MARK McDONALDa ASHOUT AREA N o SOIL STOCKPILE AREA TEST HOLE GEOSCIENCE D w• a NUT W Z ,3 to NEW UNDER6ROUND LEAGHIN6 POOL (8' NEW YORK SOUTHOLD11971 2 W' " N DIA x 4' HT) TIED TO NEW &UTTERS AND TEST HOLE DATA 7/28/98 ELEV+9.9' Q . DOWNSPOUTS AT EXISTIN6 RESIDENCE 1.0 FT. DARK BROWN SANDY LOAM OL y' - WATER METER N 64-05'1 W 100.00' _ _ _OVERHEAD WIRES _.._.._.._.. ._.._.._.._.. .._.._.._ ._.._.._.._.._.._.._.. .._.._.. 3.0 FT. BROWN LOAMY SAND SM UTILITY POLE LIL 4 WATER CATCH BASIN VALVE &E OF PAVEMENT 8.2 FT. PALE BROWN FINE SAND SP d) cv 9 FT. WATER IN PALE BROWN FINE SAND SP OF NF . w y 22 FT. WATER IN BROWN SILTY SAND SM CO C.sq�Gp� WATER IN BROWN FINE TO * �� HARBOR LIGHTS DRIVE28 FT. MEDIUM SAND SM (� COMMENTS: WATER ENCOUNTERED 8.2' BELOW SURFACE, ELEV+1.7' s18350 , W I i W PROJECT NO: 1312 Qi H DRAWN BY: UT Q Q CHECKED BY: TS H C DATE: March 20, 2014 SITE PLAN SCALE: 1" = 20' - 0" SCALE: 1 " = W-0" . SHEET TITLE: SITE . I i PLAN ' I SHEET NO: i APPROVALS i i GENERAL STORMWATER POLLUTION PREVENTION NOTES PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: 1. Installation of temporary erosion control measures (silt fence barriers), see detail 1-SP2 2. Clearing of landscaping in areas shown on Site Plan 3. Excavation for a new building foundation (+/- 3 ft below finished grade) 4. Construction of a new foundation 5. Construction of the new addition to the existing residence 6. Installation of new landscaping plants, lawns 7. Removal of the temporary erosion control measures j SITE DATA i Site Area: 20,000 SQ. FT. = 0.459 ACRES Receiving Waters: Shelter Island Sound UJ �e Contractor: N/A (� cr) (� O POLLUTION CONTROL MEASURES Z In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment Q Z1 I control measures including, but not limited to, the following shall be employed during construction: UJ LU A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall 0 remain undisturbed. ' B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are Q V♦ exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be inUJZ accordance with the soil conversation service recommendations. W C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construciton on an area is suspended, the area shall be seeded immediately. Z a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. O b. Soil Amendments O F— W J 1. Lime to ph 6.0 � 2. Fertilize with 6600 lbs of 5-1b-10 or equivalent per acre (14 lbs/100 sq. ft.) Q c. Seed Mixtures > 1. Temporary seedlings O a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) ` Z O b. Certified "Aroostook"winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in W Q = I October/November. �/ J = 2. Permanent seedlings - See Landscaping plans O D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until construction is complete. F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The construction entrance shall be maintained until the site Is permanently stabilized. Any sediment tracked onto public roads to be removed or cleaned on a daily basis. ' G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buildup through the use of appropriate inlet protection. H. Appropriate means shall be used to control dust during construction. I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be Z. cleaned and flushed as necessary. s Q• J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections -J M. .. must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance w J0 ° m measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of a sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. W' M " ` N " K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and w• WIRE FENCE W/ N FILTER CLOTH toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as ;BOUND HAYBALE shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. SURFACE ' FILTER CLOTH MIN. DRAINAGE FLOW The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to b" BELOW GRADE Yy the Engineer/Architect for revision of the SWPPP where appropriate. /X\��` DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE METAL WIRE FENCE W/ FILTER pF NEWY Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete �P o CLOTH AND METAL POSTS 10' septic/drainage structures, prefabricatedbuilding components windows, doors, cabinets flooring materials finished roofing and f`p's c' MAX SPACING p 9 p ( d g g siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor "" paving materials. ANGLE STAKE INTO Waste materials shall include demolition materials from the existing building structure, unused building materials and products, 018350-1 PREVIOUS BALE trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily r 'p Att00 stored and dumpster shall be emptied weekly by a private carting company. OR SURFACE DRAINAGE FLOW PROJECT NO: +� '� �`®t � �.• .•.� �� 1312 It - 2 REBAR,STEEL PICKETS OR DRAWN BY: 2" X 2" STAKES 1-1/2" - 2" IN UT • y -'�' GROUND DRIVE FLUSH W/ TOP CHECKED BY: TS - y � OF BALES : BOUNBOUNDHAYBALES (ABUT TO DATE: 20, 2014 ADJOINING BALE TIGHTLY) SCALE: HALEBALE ?O BE EMBEDDED INTO NTS SOIL MINIMUM OF 4" AND BINDINGS SHEET TITLE: PLACED HORIZONTALLY SWPPP WRAP SILT FENCE: UNDER HAYBALE AND DRIVE STAKE THROUGH. DETAILS & TEMPORARY STORM WATER NOTES I RUNOFF CONTROL MEASURE EROSION & SEDIMENTCONTROL DETAILS SHEET NO: NO SCALE SP 21 APPROVALS F r i NEW ENTRY om DECK r TFF 12 EXISTING FMIEEE IL BEDROOM DE: DINING EXISTING EXISTING = ---------- ------ --------- — ROOM BEDROOM 0 — --------- ---------------- G�. i iROOM O Z �: ® ' uu w NORTH - ELEVATION o _._ �_ _ z o SCALE: 1/8" = 1' -0" D O UNDRY co W — PANTRY/ LW 0 uj MUD ° KITCHEN STAIR MA ® H LL Q EXISTING U GUEST a >= 11 U 11111111111111 H HN DN BATH (n UJ NEN NEZ BREAREA FOYER R O CENEN Q V ROT i > EXISTING -PORCH O 0 GARAGE Q = J U) 00 • H11111111111111 V11111111111111111111111L, FIRST FLOOR P SOUTH ELEVATION SCALE: 1/8„ _ V -0" . SCALE: 1/8" V -0" r 06 Z oe- N �• Y W —j• � a � W• � � � o Cq � to W• N = CXISTING NENROOF Q F-• ROOF DECK Cl) CO• DECK 4 MRi - EY EXISTING NEN STAIR BEDROOM OF NI FW---- - ------------------------------------------- -� HALL PSE W N DN 5� pS C. 0Sq�G•Q� BEDROOM EAST ELEVATION018350A SCALE: 1/8" = V -0.. � ��``�`� - Open f ���+ to N EW Beloo PROJECT NO: NEINBATH 1312 1^IALK-IN A <- DRAWN BY: UT CLOSET CLOSET CHECKED BY: TS DATE: _ March 20, 2014 SCALE: 118" = 1 . 019 SHEET TITLE: j I _ I FLOOR PLANS & NIS ELEVATIONS SHEET NO: ------------------------------------ ---------------------------------=M E S CON D FLOOR PLAN. f SCALE: 1/8" = 1' -0" T1,150 ELEVATION 5F added to Second Floor WES SCALE: 1/8" = 1' -0" APPROVALS i i