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Home My WebLink AboutHiggins, Jennifer & Patrick (2) James F. King, President Bob Ghosio, Jr., Vice-President Dave Bergen John Bredemeyer Michael J. Domino Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 5, 2013 Patrick Brennan, AIA PO Box 767 Katonah, NY 10536 RE: JENNIFER & L. PATRICK HIGGINS 410 JACKSON STREET, NEW SUFFOLK SCTM# 117-10-3.5 Dear Mr. Brennan: The Southold Town Board of Trustees reviewed the site plan prepared by Patdck Brennan, AIA, last revised on February 15, 2013, and determined that the proposed construction of a swimming pool, pool patio, and pool house is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. 2 If you have any further questions, please do not hesitate to call. Sincerely, James F. King, ent Board of Trustees JFK:eac James F. K~ng, President Bob Ghosio, Jr., Vice-President Dave Bergen John Bredemeyer Michael J. Domino Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 May 30, 2012 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD ECE VE FEB 2 2 2013 Southold Town poard of Trustees RE: JENNIFER & L. PATRICK HIGGINS 4t0 & 484 JACKSON STREET, NEW SUFFOLK SCTM# 117-10-3.5 Dear Mr. Herrmann: The Southold Town Board of Trustees reviewed the survey prepared by John C. Ehlers Land Surveyor, last revised on May 15, 2012, and determined that the proposed construction of a swimming pool, pool patio, and pool house, is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. ,.-~ L'r'~ t~'~ 'J ~Y Therefore, in accordance with the current Wetlands Coastal Erosion Hazard Area (Chapter 111 ) no perr ~,,)' 7~ I~/~ ,z_~ ~ x.,,~-~,~//~'~ however, that no construction, sedimentation, or dis ~//~/.Z<~ ! ~ seaward of the tidal and/or freshwater wetlands juri., ~ ~' 7-,,~ L.3 the coastal erosion hazard area as indicated above, /4M,/~ /~'~ .~',a~'~w,~ ! ~ /> top of the bluff, without further authorization from th( pursuant to Chapter 275 and/or Chapter 111 of the ' ~"/~g/~' to ensure that all necessary precautions am taken k alteration er disturbance to the ground surface or ve jurisdiction and Coastal Erosion Hazard Area, which precautions may include maintaining adequate work jurisdictional boundary and the coastal erosion haza a temporary fence, barrier, or hay bale berm. This determination is not a determination from any e If you have any further questions, please do not hesitate to call. Sincerely, Jam~es F. Kin~' g,~esident Board of Trustees JFK:eac N James F. King President Board of Town Trustees Town of Southold Town Hall 54375 Route 25 PO Box 1179 Southold, NY 11971-0959 (t)631-765-1892 (f)631-765-6641 Re: Higgins Residence #1000-117-10-3.5 Patrick B r e n n a n Architect PO Box 767 Katonah, NY 10536 Tel. 914.767.0837 Fax. 914.767.0321 February 20, 2013 Dear Mr. King, The above project was previously reviewed by your Board and it was determined that the proposed activity was out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code (see attached letter dated May 30, 2012). Over the past year, I have made some changes to the overall composition and location of the principal elements of the project; pool, pool house, and pool patio. Please see the attached site plan prepared by my office and dated 2/15/2013. I believe that all of the currently proposed work remains safely beyond the jurisdiction of your Board. If you are in agreement, i would greatly appreciate an updated determination to that effect. Please do not hesitate to call if you require any further information. I can always be reached on my cell phone (917-612-6135). Thank you for your consideration. Since, Patrick Brennan, AIA Encl./ Cc: PLH AFfiDAViT Town of 8;xJtholcl Buildln0 Department, Town of ~ Planning D~a~ment, Town of Southold Zoning Board of Appeals, Town of Soulhold Highway Department, Town of Southold Board of Town Trustees, Suffolk County Department of Health Services, New York State Department of Environmental Conservation, New State ~ent of State, United States Army Coq) of Engineers, and ell other govemmertts, agencies, boards and individuals having jurisdiction, in connection with the i:x'oject known as; (Name) 41Q Jaebon Stm~. Nw Suffolk. NY (Adclregs) STATE OF ~ GOUNTY OF~ , ~ ,The foregoing instrument was acknowledged before me this ~f.,:)~=:Ze==l~::~=~. 2012, by ~ as Perama,y known or prodused Ident~,floatlon .{~1. ~ SEAl_ ~ (Print Notary N~me) (~gent) ECEIVE FEB 2 2 2033 Southotd Town Board of Trustp~ 8 ZONING LIV~LE FLOOR AR~A R-40 40.000 SF HOUSB 2 1/2 EXISTING PROPOSED NO CHANGE SITE WORK SPECIFICATIONS 1. PROVIDE PROTECTION NECESSARY TO PREVENT DAMAGE TO EXISTING IMPROVEMENTS. PROTECT IMPROVEMENTS ON ADJOINING PROPERTIES AND ON OWNER'S ProPeRTY. RESTORE DAMAGED IMPROVEMENTS TO THEIR ORIGINAL CONOITION, AS ACCEPTABLE TO PROPERTY OWNERS 2. PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, SKINNING OR BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE. PROVIDE TEMPORARY GUARDS TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. .3. REMOVE TREES, SHRUBS, GRASS AND OTHER VEGETATION, IMPROVEMENTS, or OBSTRUCTIONS AS REQUIRED TO PERMIT INSTALLATION Of NEW CONSTRUCTION, 4~ STRIP TOPSOIL TO WHATEVER DEPTHS ENCOUNTERED IN A MANNER TO PREVENT INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER OBJECTIONABLE MATERIAL. STOCKPILE TOPSOIL ON SITE FOR FUTURE USE. 5. REMOVE HEAVY GROWTHS OF GRASS FROM AREAS BEFORE STRIPPING, WHERE EXISTING TREES ARE INDICATED TO REMAIN, LEAVE EXISTING TOPSOIL IN PLACE WITHIN DRIP LINES TO PREVENT DAMAGE TO ROOT SYSTEM. B. COMPLETELY REMOVE STUMPS, ROOTS AND OTHER DEBRIS PROTRUDING THROUGH GROUND SURFACE. FILL DEPRESSIONS CAUSED BY CLEARING OPERATIONS WITH SATISFACTORY SOIL MATERIAL. 7. REMOVE EXISTING AROVE-GRADE AND BELOW-GRADE IMPROVEMENTS AS NECESSARY TO FACILITATE NEW CONSTRUCTION. SAW-CUT EDGES OF EXISTING PAVEMENT WHERE REQUIRED. B. LOCATE AND VERIFY ALL UTILITIES PRIOR TO COMMENCING WORK. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER EXCEPT WHEN PERMITTED IN WRITING BY THE ARCHITECT AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE ARCHITECT AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY. COORDINATE WITH UTILITY COMPANIES TO SHUT OFF SERVICES IF LINES Are ALIVE. 9. EXCAVATE TO INDICATED ELEVATIONS AND DIMENSIONS WITHIN A TOLERANCE OF PLUS OR MINUS 0.10 FOOT OR UNTIL SATISFACTORY SOIL WITH SUITABLE BeARiNG CAPACITY IS REACHED. 10. UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE FROM IRREGULAR SURFACE CHARGES. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING ADJACENT GRADES AND NEW GRADES, CUT OUT SOFT SPOTS, FILL IN LOW SPOTS, TRIM HIGH SPOTS TO CONFORM TO REQUIRED SURFACE TOLERANCES. 11. SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND TO PREVENT PONDING. 12. SEED DAMAGED AND GRADED AREAS. PROTECT SEEDED AREAS FROM EROSION AND TRAFFIC. WATER AND MAINTAIN SEEDED AREAS UNTIL GRASS HAS GERMINATED. PROPOSED DRYWELLS POOLS POOl HOUSE ROOf AREA: 1,445 SF POOl PATIO PAVED AREA: 2,679 SF AT 2" RAIN FALL, VOLUME EQUALS: 687 CU.FT. BASED UPON SURVEY BY: JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET RIVERHEAD, NY 11901 631.369.8288 REVISED ON JUNE 20, 2012 NOTE: THE SURVEY IS THE BEST INFORMATION CONCERNING EXISTING AND PROPOSED SITE CONDITIONS IN THE POSSESSION OF THE OWNER, BUT THE OWNER AND OWNER'S AUTHORIZED REPRESENT- ATIVES ASSUME NO RESPONSIBILITY FOR THE CORRECTNESS OF THE SURVEY INFORMATION AND MAKE NO REPRESENTATIONS REGARDING THE ACTUAL SITE CONDITIONS THAT MAY EXIST. SUFFOLK COUNTY TAX ID: 1000-117-10-3.5 ELEVATIONS REFERENCE 1929 NGVD FLOOD ZONE REFERENCES FEMA FIRM MAP NUMBER ,36103C0501 G HOT TUB SIZE: 8'x8' 50", DEEP. CALCULATE COMPLETE PUMP DOWN VOLUME: 160 CU. FT. POOL SIZE: 20'-48'. CALCULATE 10" PUMP DOWN VOLUME: BO0 CU. FT. TOTAL VOLUME: 1,647 CU. FT. DRYWELL SIZE: (3)8' DIAMETER 12' TALL STORM DRAIN TO CONTAIN PROPOSED ROOF AND PATIO RUNOFF, POOL AND HOT TUB WNTER PUMP DOWNS. TOTAL VOLUME 1,808 CF PARKING AREA: 1,124 SF PARKING AREA MATERIAL: GRAVEL AT 2" RAIN FALL, VOLUME EQUALS: 187 CU.FT. 60X RUNOFF COEFFICIENT APPLIES: 112 GU.FT. DRYWELL SIZE: (1) 8' DIAMETER 4' TALL STORM DRAIN TO CONTAIN PROPOSED PARKING AREA RUNOFF TYPE IPROTECTION FOR AREAS WHERE WORK /S WITHIN CROWN OF TREE TREE PROTECTION (~ TYPE I MULCH BED WITH FABRIC FLOW BACKFILL -POLES PLAN & SECTION DETAIL OF SILTATION FENCE SITE PREPARATIONS AND MAINTENANCE: 1. LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES AND BELOW GRADE IMPROVEMENTS PRIOR TO WORK, 2. CONSTRUCTION MANAGER SHALL REVieW WITH ARCHITECT ANY UNSAFE FINDINGS OR CONFLICTS DETWEEN EXISTING CONDITIONS AND THE PROPOSED WORK 5 PROVIDE EROSION CONTROL AS SHOWN PRIOR TO ANY EARTHMOVING ACTIVITY. CONSTRUCTION FENCES SHALL RE INSTALLED AS SHOWN TO ISOLATE WORK ZONE. SILT FENCE SHALL BE INSTALL AS SHOWN. ALl EROSION CONTROLS SHALL NOT BE REMOVED UNTIL DISTURBED AREAS HAVE BEEN RESTORED AND PROPOSED VEGETATIVE STABILITY HAS BEEN ACHIEVED. 4. LOCATE EXISTING PLANTS TO REMAIN, PROTECT AGAINST INJURY OR DAMAGE, INCLUDING CUTTING, BREAKING, OR SKINNING OF ROOTS, TRUNKS, OR BRANCHES. PROVIDE CONSTRUCTION FENCING AT DRIP LINE OF ALL TREES TO REMAIN WITHIN CONSTRUCTION AREA. DO NOT STOCKPILE CONSTRUCTION MATERIALS AT BASE OF TREES. 5. PLANT MATERIAL TO BE REMOVED: GRUB STUMPS AND REMOVE THEM FROM SITE, 6, CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF LANDSCAPE ON ENTrRE SITE, iNCLUDING LAWN, TRANSPLANTED AND STORED PLANTS. 7. MAINTAIN DRIVEWAYS AND PARKING AREAS FREE OF DIRT, MUD, LEAVES, AND SNOW, PREVENT DIRT AND DEBRIS FROM ENTERING PUBLIC ROADWAY, TEST HOLE PERFORMED BY: McDONALD GEOSCIENCE 80X 1000 SOUTHOLD, NEW YORK 11971 631.765.3677 DATE: SEPTEMBER 10, 2012 EXISTING GROUND DARK BROWN LOAM OL BROWN CLAYEY SAND SC 17' NO WA?ER ENCOUNTERED ~SOIL TEST HOLE PROPOSED POOL HOUSE SSDS - SEASONAL USE TYPICAL DETAILS OF CONSTRUCTION 1. A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST CONCRETE BOTTOM AND 3 INCH WALLS 2. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH THICK SLAB TOP IN LAWN AREAS 3. DROP 'T'S MUST BE PINNED OR OTHERWISE FIRMLY ATTACHED 4. LIQUID DEPTH MUST BE 48 INCHES 5. FLOW BAFFLE OR DROP 'T' REQUIRED DETAILS OF CONSTRUCTION 1. USE ONE (1) 1000 GALLON REINFORCED PRECAST CONCRETE SEPTIC TANK 2. USE ONE (1) 8 FT DIAMETER, 4 FT HIGH PRECAST CONCRETE LEACHING RING 3, USE 4 INCH DIAMETER APPROVED SEWER PIPE THROUGHOUT 4, THE WASTELINE FROM THE SEPTIC TANK SHOULD ENTER THE LEACHING RING AS HIGH AS POSSIBLE 5. BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL 6. SLABS SHALL BE BETWEEN 12" AND 24" BELOW GRADE 7. SOLID CONCRETE COVER SHALL BE BETWEEN 6" AND 12" BELOW GRADE B, BOTTOM OF POOL SHALL BE A MINIMUM OF 2 FEET ABOVE HIGH SEASONAL GROUNDWATER --EXISTIN~ TREE PLANKING TREE BED : PLYWOOD WITH TYPE II PROTECTION FOR AREAS WHERE WORK IS IMMEDIATELY ADJACENT TO TREE TREE PROTECTION TYPE II 10'-0" D.C. MAX. POLE TEMPORARY (~CONSTRUCTION FENCE STABILIZATION AREA SPECIFICATIONS: 1. STONE SIZE - USE 1'INCH TO 4'INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH "NOT LESS THAN THIRTY (50)FEET 5. THICKNESS ' NOT LESS THAN SIX (6)INCHES 4. WIDTH - TWELVE (12) FEET MINIMUM 5. GEOTEXTILE - PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE 6. SURFACE WATER - ALL SURFACE WATER FLOWING OE DIVERTED TOWARD CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. ALL SEDIMENTS SPILLED, DROPPED, WASHED, OR TRACTED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY S. WHEN WASHING IS REQUIRED, IT SHALL ~E DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER BACH RAIN PROTECT TREE SEE DETAIL '2, PROPOSED U,G 1,000 GAL PROPANE TANK PROPOSED UTILITIES. SEE DETAIL FENCE EXISTING -- DRIVEWAY 48" TALL POOl FENCE POOL HOUSE- ROOF AREA 1,445 SF UNDERGROUND POOL EQUIP.- HEAT PUMP EXISTING WELL WOOD RAIL E.T.R. "/' WOOD STEPS EXISTING. SSDS EXISTING BUILDING PROPOSED PARKING AREA. 1" THICK ]/8" NATIVE STONE OVER 4" ITEM '4 BASE. 1,120 S.F. -- LINE VEG. ', WELL ProPOSeD DRYWELL 'I,'2, AND °5 EXISTING SSDS CONTINUOUS CAUTION TAPE PROPOSED DRYWELL "4 5 SHRUBS ZATION/ SEE / 3ETAIL '8 ~ / / / E.T.R. 2 ,FRAMED HOUSE PROPOSED SITE PLAN / ,45 []~) SSDS DETAIL CONSTRUCTION FENCE ~/xWELL 20'x48'POOL POOL PATIO 2,679 CF. SPARE 11/2'' PVC CONDUIT (TV/COMM,) 1~" PVC CONDUIT U.G. ELECTRIC LINE IN 1~" PVC CONDUIT U.G. WATER LINE. HOLE WATER LINE q.// EXISTING SSDS BARBECUE OUTLINE OF EXISTING DRIVEWAY BE REMOVED E.T.R. UTILITY POLE FILTER FABRIC DRIVEWAY 6-INCH STONE JSECTION] 3H STONE 30.0' ~STABILIZATION AREA DETAIL THICK (MIN,) THICK (MIN.) CONDUIT SECTION DETAIL SCale: NOT TO SCALE -- FINISHED GRADE - TO MATCH EXISTING ADJACENT SANDY FILL (NO ROCKS) LINE MAY 2008 02/15/2013 TOWN OF SOUTHOLD BOARD OF TRUSTEES PATRICK BRENNAN ARCHITECT PLLC PO BOX 767 KATONN~, NY 10536 (Ti g14,767.0037 (F) 914.767 0521 (~ COPYRIGH~ 2012 HIGGINS POOL HOUSE 410 JACKSON STREET NEW SUFFOLK, NY 11955 080501 PROPOSED SITE PLAN AND DETAILS 1" = 30'-0" DESZGN~D ~Y, PB SW ~,~,~v m', S W