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Home My WebLink About1000-94.-1-7Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY ! ! 971 Mailing Address: 53095 Main Road PO. Box 1179 Southold, NY 11971-0959 http://southoldtOWnBoARD OF APPEALS'n°rthf°rk'net TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 June 19, 2007 Mark Terry, Senior Environmental Planner LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold, NY 11971 Re: ZBA File Ref. No. 6033 (Landau) Dear Mark: Enclosed is an amended survey updated June 1, 2007 to show a revised sediment and erosion control plan for this project. Please feel free to comment on this plan prior to our hearing to be held on June 28, 2007. Thank you. Very truly yours, Enclosures (3) JAMES DINIZIO, JR. Town of Southold Zoning Board of Appeals 54375 Main Road Southold, NY 11971 E$SEK$, HefteR & ANGEL, LLP COUnSeLORS AT LAW 108 EAST Main STREET P. O. BOX RIVERHEaD, N.Y. 11901-0279 {631) 369-I 700 June 7, 2007 Re; Application of Adrienne Landau ZBA File No. 6033 Premises: 855 Soundview Avenue Mattituck, New York SCTM No.: 1000-094.00-01.00-007. 000 WATER ~llLL OFFICe ~v~O NTAU K HIGHWAY P. O. BOX 570 WATER MILL, N.Y. 11976 . #J~; Dear Members of the Board: We received a copy of the May 16, 2007 letter from Thomas J. McMahon of the Suffolk County Soil and Water Conservation District. Mr. McMahon reviewed the site as per the ZBA's request and his only suggestion was that a new sediment and erosion control plan be developed for the project. Specifically, he believed that the proposed placement of the staked hay bales and/or silt retention fence was incorrect. We shared Mr. McMahon's concerns with our surveyor, Joseph A. Ingegno, L.S. Upon consideration of Mr. McMahon's suggestions, Mr. Ingegno has prepared a revised sediment and erosion control plan for the project as shown on the attached survey. As the Board can see from the survey, instead of running a row of hay bales with silt fence generally parallel to the bluff line, the new plan takes advantage of the contours as per Mr. McMahon's suggestion and also continues the row of hay bales and silt fence along the eastern border of the property. We are prepared to implement Mr. lngegno's revised plan as a condition of any approval from the Board. Thank you for your consideration of this matter. /bw Enclosures Ver~f/truly yours, ~Pasca Town of $outhold Zoning Board of Appeals 54375 Main Road Southold, NY 11971 June 05,2007 Re: Application of Adrienne Landau renovation & addition to existing residence at 855 Soundview Ave. Mattituck, NY 11952 Dear Board members, Narofsky Architecture has prepared the following project description and diagram (see attached drawing) to help clarify some of the confusion between what portions of the existing dwelling will remain, what portions will be demolished and what podions are new construction. As illustrated in the diagram, the solid wide lines along with the dashed lines create the perimeter of the existing residence, indicated in red, a one story cape of 1,162 square feet over a partial basement containing mechanical equipment and crawl space. The proposed design modifies the east side of the existing structure by demolishing approximately 477 square feet, represented by the dashed lines, of the existing residence in order to open up the view from the front yard. The existing structure's gable roof is to be removed to allow construction of the main floor level and a new view deck, accessed from the new master bedroom and living room. This viewing deck area is represented by the dotted hatch. The existing walls, represented by the thick solid line, will remain and have new windows and siding installed. Added behind and to the east of the existing structure is a new steel frame addition consisting of guest and mechanical rooms on grade level (no new basement or crawl space is proposed) and living and master bedroom space on the second floor, represented by the thin solid line. All of the new construction is proposed landward of the existing structure and existing top of bluff setback line. If there are any further questions about this or any other issue, I will be attending the hearing on June 28th to add~:ess any questions the Board may have. Thank you S~ky, AIA W. 22NOSTREETNEWYORK, NY 10010 212.675.2374 212.675.2375 , .... PD-1 A R C H I T E C T U R E Project Description DATE 060507 169 cf TYPICAL STORMWATER UNIT TOTAL STORAOE PER UNIT : 338 cf (NOT TO SCALE) EX£ST£NG LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE HOUSE 1,167 sq. ff. 5.67% PATIO 836 sq. ft. 2.63% POOL 512 sq. ff. 1.61% DECKS 839 sq. ff. 2.64% TOTAL 3,354 sq. ff. 10.55% PROPOSED LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE HOUSE 5,100 sq. ft. 9,76% PATIO 1,246 sq. ff. 3.92% POOL 512 sq. ff. 1.61% DECK 95 sq. fl. 0.29% CARPORT 439 sq. ff. 1.58% TOTAL 5,390 sq. ff. 16.96% SURVEY OF PROPERTY SITUA TED A T MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. IA× No. 1000-94-01-07 SCALE 1"=20' NOVEMBER 18, 2005 FEBRUARY 2, 2006 ADDED PROPOSED HOUSE JULY 51, 2006 REVISED PROPOSED HOUSE APRIL 25, 2007 SET LATH FOR SITE INSPECTION JUNE 1, 2007 REVISED HAY BALE LINE AREA 51,772.62 sq. ff. (TO TIE LINE 0.729 ac. CERTIFIED TO: EDWARD FAGIN , LANDAU ANDRIENNE J JUN g 200? NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D, 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:~ EXISTING CONTOUR LINES ARE SHOWN THUS: - -- 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 56103C0143, G ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DE~'ERMiNED TO BE OUTSIDE 500 yEAR FLOODPLAIN 5.,MiNiMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; B' LONG, 4'-~" WIDE, 6'-7" DEEP 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 500 sq ft SIDEWALL AREA. 1 POOL; 12' DEEP, 8' dia. ~PROPOSED EXPANSION POOL ~PROPOSED LEACHING POOL [~ PROPOSED SEPTIC TANK 5,THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND EITHER BE REMOVED OR FILLED WITH CLEAN SAND, IN ACCORDANCE WITH S.C,D.H.S. STANDARDS. 7. PROPOSED 8' DIAMETER X B' DEEP DRYWELLS FOR ROOF RUN-OFF: ( ) 8, LATH SET FOR SITE INSPECTION:*' 9. PICTURE LOCATIONS:(~'- TEST HOLE DATA 17' A. Ingegno Surveyor PHONE (651)727-2090 Fax (631)727 1727 25-408u