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Home My WebLink About1000-53.-5-12.3 & 12.4 OFFICE 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: 631 765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Jill Doherty, President Town of Southold Board of Trustees/2 From: Mark Terry, Principal Planner '~,¥~'~-~ LWRP Coordinator Date: April 16, 2010 Re: Proposed Wetland Permit for HERNAN MICHAEL OTANO SCTM#1000-53-5-12.3&12.4 Condon Engineering, P.C. on behalf of HERNAN MICHAEL OTANO requests a Wetland Permit to replace the existing deteriorated and collapsing foundation and installation of six (6) 8'X 2' deep drywells. Located: Main Rd. & Sage Rd., Southold. SCTM#53-5-12.3&12.4 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 my recommendation that the proposed action is CONSISTENT with the below Policy Standards and therefore is 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 Huise, Assistant Town Attorney Town of Southold Ao INSTRUCTIONS 1. LWRP CONSISTENCY ASSESSMENT FORM A ~ 2010 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 actionx including BuiMing Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. Before answering the questions in Section C, the prepa~r 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 Sontho, ld Town). If any question in Section C on this form is answered "yes", then the propo~tqct~on may affect the achievement of the LWRP policy standards and conditions, onnufined in ~ ..c~_n~,~ste~. cy rewe.w, law. Thus, the action should be analyzed in more detail and, ,f necessa~. ,./~n. odi.fi.ed prior to mag,n.g, a det~amination that it is consistent to the maximum extent pm~ab, le wi~ the LWRP poh. cy standards and conditions. If an action cannot be certified as/etnsistent with the LWRP pohcy standards and conditions, ~- / _ A copy of the LWRP is available in the foiling place~o~ at the Town Of Southold s website (sonflmldtown.northfork.net), the BoarB, xof Tr~tees Office~ the Planning Dep~iment, all local Ii[nm-les and the Town Clerk's office. DESCPAPTION OF SITE AND PROPOSED ACTION The Applieation has been submitted to (check appropriate response): Town Board ~-~ Planning Dept ~ Building Dept [-~ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undcFuaken 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: Location of action: ~/~..~/- ,¢ ~' Site acreage: '~3/ //7 ~nt I~d u~: ~ iD~ ~ ~nt ~ning cl~ifi~ion: If ~ ~pli~on for ~e pm~ ~fion h~ ~ fii~ ~ ~e Tom of So.old ~ency, ~e follo~g iffo~mion sh~l ~ provide: (a) N~eofappli~t: ~~ ~t~ (c) Teleph°nenumber:AmaC°de(/)'~ V~/~' o ~>f:~7 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ~] NoW If yes, which state or federal agency? ,_~T)~C. /{_f?~ DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southoid 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 IH - Policies; Page 2 for evaluation criteria. ~JYes [-~ 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 '~ZL Yes [] No [] Not Applicable ex) Attach additional sheets if necessary Policy 3. Enhance vL~ml qnalRy and protect scenic resources throughout the Town of Southold. See LWRP Section Ill -Policies Pages 6 through 7 for evaluation criteria ~ Yes [] No [] Not Applicable _ Anach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimi~ loss of life, structm'~, and natural resom'ces from flOOding and erosion. See LWRP S~on m- Policies Pages 8 through 16 for evaluation criteria ~. yes F~ No [-~ Not Applicable Attach additional sh~ts 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 W~dlife Habitats and wetlands. See LWRP Section m- Policies; Pages 22 through 32 for evaluation criteria. 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. Yes [] No~ Not Applicable Attach additional sheet~ if necessary Policy 8. ]Vlinlmi~ environmelltal degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section m- Policies; Pages 34 through 38 for evaluation criteria. BYes ~ 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. ~ Ye~ No~--~ Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Soutimld's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section IH - Policies; Pages 47 through 56 for evaluation criteria. ~Pes [] No [] Not Applicable Attach additional sh~e~s if necessary Policy 11. Promote su.~alnnhle u~e of living marine resources in Long Island Sound, the Peconic Es~mry and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ~es [] No [] Not Applicable Attach additional sheets if nec, essary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. Res ~ NoR Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mlnel'al resoul~ces. S~e LWRP Section III- Policies; Pages 65 through 68 for evaluation criteria. ~1~ Yes [-'] No r'~ Not Applicable Created on 5/25/05 11:20 AM 2 'x2½'x 16" Footmg L 2-~'X2~2'x I L 22x2~x 10" Footing 2½'x2½'x 10" Footing --~1- 2½'X2½'x 10" Footing xo 2½'x2~'x 10" Footing 2 '×2½'x ~- 10" Footing 2½'x2~2'x 10" Footing 2½'x 2-~'x _~//- 10" Footing J I 3'-3" x 3'-3" x I 3'-3" x 3'-3" x [- --~ -~.~1 10" F°°ting ~[-- --~.~"~- 10" F°°ting i_ - I ~ 5125 x 9 5 Level 3~ ~ ~ I L~ L _ ~ -- ~olmanized Pa~ ~ -- ~ m2~'x2~'x m2~'x2~'x _~ 10" Footing ~ _ _~ 10" Fosting I ~ I ~=x75 I ~ I L J ~Q ' L-- J m ...... L _f_~olman,zedP.~mm-m_f_ m I 2~'x2~'x ~O I 2 ~'. x 2 ~' x ~ 10" Footing ~( 2~'x2~'x F--[--~ 10 Footing F----~ F--I F ~ 7.5 T m L__] 7.5x . L----J L ~ ACQ I 2 2~'x2-~'x 10" Footing 7.5 x 7.5 ACQ r- -- -- ,,,i-//- 10" Foating F --~1~ I~~: L ---- J L_l-~J I 10" Footing ~r,.//- 102,, Footing ~J 2~'X2~2'X Foundation and Floor Framing Support Details - Plan View SCALE:I~"=I' Foundation Notes' The contractor is to redly all measurements in the field and any discrepancies are to be brought to the Engineer prior to constmcflon. I - All concrete 3,500 psi after 28 days minimum. 2 - All rebar ASTM A-615 Grade 60. 3 - Footings are to be installed on undisturbed virgin soil The bottoms of all footings are to be installed a minimum of 3' below grade unless indicated otherwise. 4 - Backfill around footings and pier is to be clean material and is to be mechanically compacted in 6" lifts to 95% of maximum dry density. 5 - The areas below the building are to be filled with clean soil to grade level. Framing Notes: The contractor is to vedfy all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. I - The 7 2/ by 7 ½ beams are to be ACQ No. 2 Southern Yellow Pine. 2 - The 5.5 x 9.5 beams are to be Level 3 Wolmanized Parallam by iLevel Trus Joist. 3 - All straps, connectors, bolts, nails, etc. are to be galvanized, ZMax coated or stainless steel Designated connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise. All connectors, straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. Roof Drainage Calculations Roof Area = 793 sf 2" Rainfall Event Volume = ~ x 793 = 132.17 cf 8'0 x 2' Deep D~well Pool Volume = 3.14 x 4' x 2' = 25.13 cf Number of Pools Required = 132.17/25.13 = 5.26 Number of Peels Proposed = 6 Design Loads: - Roof-Live Load - 30 psf Based on ASCE-7 and Pg = 20 psf - Dead Load - 15 psf - Attic Floor - Live Load - 20 psf - Dead Load - 15 psf - 1st Floor - Live Load -4D psf - Dead Load - 15 psf Floor Elev. Existing Floor Elev. 6.18'-- -- ~ Base Flood Elev. 6' - -- Existing Grade Elev. 4 2' I [ I i Northern Elevation SCALE:I~"=I' Simpson H2.5 ZMax Fies All FJ to All Beams 5.25 x 9.5 Level 3 Wolmafffized Parallam Existing 2x6 FJ ~ Simpson LCB66 for LVL Beams and LCB88 for 7 2/x 7 '18" ffi Sonotube Piers No. 5 Rebar 2' x 2' x 10" Footing ~ Beams All are to be ZMax Perimeter Beam Wood Blocking at Piers ~-18" ffi Sonotube Piers -No. 5 Rebar ""-2' x 2' x 10" Footing Foundation and Pier Section Detail EROSION CONTROL MEASURES 1, IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE NYSDEC, DURING THE COURSE OF CONSTRUCTION, CERTAIN EROSION AND SEDIMENT CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, WATER COURSES, DRAINAGE INLETS, RECHARGE BASINS, ETC. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES, BUT THE FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVEB: EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF VELOCITIES. - SEDIMENT SHALL BE RETAINED ON THE SITE, SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) SHALL BE INSTALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE WORK. NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, WETLANDS OR ROADS. Scope of Work * Sec,ute the services of a surveyor to vedfy the existing eleva~lion of the grade around the building and the first fleer of the building. Adjust the elevations shown on the drawing as necessary to assure that the top of the finished floor is 2 feet above the Sase Floor Elevation at the conclusion of the work. *install erosion control systems as shown in the plan. * Pump standing water from areas below the building into the d~y wells * Insball (6) 8' x 2' deep precast concrete dry wells in area of lot sh~OWn in the site drawing on this page. Excavated soil is to be, mixed with clean sand and used to backfill area under buildgng *lnstafl[ temporary shodng under existing building. The buildi~ng is to be raised to an elevation at least I foot above the fi~al elevation to facilitate installation of the foundation syste~m. * Remove existing brick foundation and other debds from areas~ below the building. All matedal is to be removed from the siite and properly disposed. * Ex=avate soil as necessary to install new poured concrete footings and piers. Excavated soil is to retained below the buildi~ng as much as possible. * Inst~alt new floor beams as shown in the plans. SCALE: 1/2"=1' * Set existing structure down onto new floor flaming system and srscure all floor existing joists to the beams as indicated in the~ drawing. * Backfill the areas below the building to the existing grade eleva~tion with clean sand mixed with soil excavated for the dry w~ells and any matafia~ excavated in order to install the feetimgs. * Install aluminum gutters and leaders along the front and rear roof edges. Install 3"~ drainage pipes underground from the front and rear nodhem comers of the building to the dry wells. Regrade excavated areas and around building and plant grass seed. 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE iN ACCORDANCE WITH SOIL CONSERVATION SERVICE RECOMMENDATIONS. 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC. AS REQUIRED. 5. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED DAILY BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THE DAY AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, CLEANING AND/OR REPAIR OF SEDIMENT BASINS OR TRAPS, SEDIMENT BARRIERS, BERMSi DIVERSIONS AND INLET PROTECTION. 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. 7. 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. 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED. AFTER PERMANENT STABIILIZATION, PAVED AREAS SHALL BE CLEANED AND THE DRAINAGE SYSTEM CLEANED AND FLUSHED AS NECESSARY. Otano Residence Scale: 1/4" = 1'-0" Drawn by: JJC Date: 2-20-2010 STRAW BALE INLET PROTECTION DETAIL NOTES: 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES AND PLACED SO THE BINDINGS ARE HORIZONTAL. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. INSPECTION SHALL BE FREQUENT AND REPAIR REpL~CEE~NT SH~LI_ BE 4. MADE PROMPTLY AS NEEDED. -- '~"~.' 5. SALES SHALL BE REMOVED WHEN THEY HAVE SERVED ~:HEIR USEFULNESS SO AS NOT TO BLOCK QR IMPEDE STORM FLOW OR DRAINAGE. BOUND STRAW SALES / FLOW. TWO REBARS, STEEL PICKETS, ~ ., O...2" "STAKESB.,VEN *'VERT.OAL 2 INTO GROUND. FIRST ~~ FACE STAKE DRIVEN ATANGLE~---~EDDiNG DETAIL TOWARDS PREVIOUSLY LAID STRAW BALE. DRIVE STAKES FLUSH WITH TOP OF BALE ~.~___ ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE ANCHORING DETAIL FLO,)~ ~ ,FLOW 2X2 WOOD STAKES (TYP.) (SEE BEDDING DETAIL) STRAW BALE DIKE DETAIL Condon Engineering, 1755 Sigsbee Road Mattituck, New York 11952 (631) 298-1986 Otano Residence Unit #5 Breezy Shores Sage BLvd. Southold, New York S-1