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HomeMy WebLinkAbout1000-74.-1-35.53 OFFICE LOCATION: so MAILING ADDRESS: Town Hall Annex '` P.O Box 1179 54375 State Route 25 Southold', NY 11971 (cor. Main Rd. &Youngs Ave.) cn �r Southold, NY 11971 ®. OQ Telephone: 631 765-1938 Fax: 631 765-3136 cOUNT`I,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To- Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: March 17, 2017 Re: Local Waterfront Revitalization Program Coastal Consistency Review for BLUE HORIZON BLUFFS, LLC, c/o RICHARD J. PRINCIPI, JR. SCTM# 1000-74-1-35 53 BLUE HORIZON BLUFFS, LLC, c/o RICHARD J. PRINCIPI, JR. requests a Wetland Permit to construct bluff stairs consisting of a 3'x6'9" upper platform, 3'x14'8" stairs down to a second 3'x3' landing, 3'x3'8" stairs to a third 3'x4'2" landing with a bench, 3'x12' stairs to a fourth 3'x3' landing, 3'x7'4" stairs to a fifth and final 3'x3' landing with a set of 3'x6'11" seasonal hinged stairs down to existing grade at bottom of bluff. Located: 4690 Blue Horizon Bluffs, Peconic. SCTM# 1000-74-1- 35.53 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 action is INCONSISTENT with the below listed Policy Standards and therefore is INCONSISTENT with LWRP. 4.1 Minimize losses of human life and structures from flooding and erosion hazards. The following management measures to minimize losses of human life and structures from flooding and erosion hazards are suggested: A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. The bluff is actively eroding and unstable. The proposal does not include a bluff restoration plan or re-vegetation plan to stabilize the bluff and minimize the risk of the future loss of the proposed structure. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Town of Southold LWRP CONSISTENCY ASSESSMENT FORM MAR 1 5 2017 A. INSTRUCTIONS Southo►d Mown Planning Board 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 sintg ficant 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" or "no", then the proposed action will --- — ---affect the achievement of theZWRP policy stan�lcards and conditions contained-iri 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 Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 71f (910 PROJECT NAME C .C. 12M•Iaf Q/ � 'J, • The Application has been submitted to (check appropriate respons Town Board 1:1 Planning Board ElBuildingDept. Board of Trustees 1. 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. grant, loan, subsidy) (c) Permit, approval, license,certification: i Nature and extent of action:C00,J30 .G7 2*UW6MX5 �b Li f t C�ticl,t•�/N� d1` � 6 Y(� .� to sA woe -friuv c 3 xW z � ►•� �,�► �e , ( 3 �2 $7 �3f Tl;/lt) tea- rs-r� A rffTF M3'k,/!i 4aWJ1 evooW iAt 4W /30700K &4m &iugr .. Location of action: Site acreage: 1.1 AMes Present land use: Present zoning classification: RZR If 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: ro (b) Mailing address: r-4- tiC 12A16 1`7 71 (c) Telephone number: Area Code cm (d) Application number,if any CP& 1 766 — IKWC-` Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No Z If yes, which state or federal agency? 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. MY" ❑ 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 rf* A46ft 6(411c: 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 ZYes ❑ No ❑ Not Applicable ?ZK AAL) � 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 [�f 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 HI —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ZNoEl Not Applicable tq Wzcxc- A0W / 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. F1 ❑ d w . -rte `ZLWA" &SCO I�WcoS 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 1X'Tr- 14kpomZa rrtr Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wasZNot es. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ElYes El No Applicable 0 Uhl A*Z / •s 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. WYe�] No❑ Not Applicable -77rgM S,-rj:f' cS7 KGs Yew l�a�Y ��� 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 WfU- /!�' dull W� `�. 1.�'s'7 GGd • 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 ` 1:1No 2 Not Applicable 0 MKr0W 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. F] Yes 1:1No evU Not Applicable on Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III-Policies; Pae 65 through 68 for evaluation criteria. ❑ Yes ElNo Not Applicable "O 1AAUWfdr &otl 4VI " PREPARED BY 121C 1 TITLE OWARZ DATE J / 7 t rs -� 5 r Pr •,, y.. 'y'f ��'"'1,, t.:�. •'.'^1. ��_ � ter} �,. ��, - �' 41 ;AMAr .✓ At Ar r ,r ' r r �r � � � � R,�i� ,.+ �`� s._ .�, ;F ..� ,,_., `.� ..,. �� , - .�. �: �. , , . � . �. -- _ _ ti. IT< b,�.. . - � ,. �" �. �, � �� • �t w., �+ I� � it•�� ., F� _ .• y - 4r � ,, .r �� .� r• � � °, �. -� �. :. COASTAL EROSION HAZARD LINE AS DEPICTED ON � SURVEY OF THE COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK L 0 T 3 PHOTO NO. 57-556-83 SbO SHEET 6 OF 49 A`O `� MAP OF BLUE HORIZONS SITUA TE A T G 52 PECONIC Rp TOWN OF SOUTHOLD / SUFFOLK COUNTY, NEW YORK % i %v Co !LPSS/ � /� '''' ���i ��i% �s` '/ 3� 15 0 30 60 90 120 150 180 210 240 270 "•� i/�//`,j�'i%i�j��� , // // SCALE. 1"=60' DATE NOVEMBER 2, 2009 .000, / EASEMWANDODRSUMMACE STRUCTURES RECORDED TGUARANTEED .0-100 / (l 5i� / n�EO�F SURVEY YEVIDENfA7THE V�� / I EP •�O / ND S TO DE 9000, 0000 PIFOEEsF PEWIC 0000 ARE hDTWTEADFDTOGIVE r EE SS/ 1000 A AIMYGS / I t CR / 4 UNAUTH DnER OUNSlR ADNORAMMON ON. 'R` WWV•• rontlssUFVFYISAN0Unp4OF SEOCATV If L OF nENEIYYOPN STATE �y X30 `rq�c ,y AW �OFTWSSSUFWEYGNPNDTLEAIID /J�8 gr 86' p +er SEAL TTTLEC WYORS NNJ�r°eEKO WvoEnEO c� . roe¢Avwonneww. �.tE •�ryyYpgTT�c AVE ` aFYZMA m�uueewf 'roThE THE surveY •A�,B•O�a MEwwAMr,c ERNMSWTAL ACENCYAND Z r l h LENDING MMUTION US TED GEREON,.AND TO nE ASSIGNEES OF MARENDIND INSF NTNW.nCMU 4STDNSAREADTTRALOMOLINT SHElooe D/ h. � t 3 roAarrlovAL Nsrtrvrwa a+suasEaGVGr 1 OGNEAS 0000 00, Sap„ 100, LOT AREA AS PER METES&BOUNDS 54,509 SQ FT = 1 251 ACRES DQ CERTIFIED TO'RICHARD J PRINCIPI,JR. N482S AI 32 a JOB NO - 2009-182 MAP NO - 7974 ) p SF° • FILED. SEPTEMBER 30, 1985cF REVISIONS. ADD ZONING LINE&CALC'S 11/30/09 — PLOT CEH LINE 3/24/10 UNDER CONSTRUCTION 4/15/16 PLOT FINAL SANITARY LOC ;... tk k� ADD PROP POOL & GARAGE 7/6/16 r , � `�`�' ILEI, !- '+! L ` j ; "` FEB 1 6 2017 sou"},o d iovm ' L__Bnard of Trns'.ecs LICENSE NO 050363 HANDS ON SURVEYING 26 SILVER BROOK DRIVE N [— FLANDERS, NEW YORK 11901 N*' CURRENT ZONING RR&R-40 TEL. (631)-369-8312-FAX.(631)-369-8313 RR: 22,274 SQ.FT. MARTIN D. HAND L.S R-40 32,235 SQ.FT. +'r 4y.F1"� '3�1..L��.u.fKT(yiJi,� T'^'-�°�'as'°"'.� f.A.fi�Nc�.. 'yv �'..�:f7�.uait�F'n - -. -.... :.. _ .-_.+''f�0�,•.ty - - e - ..-. - .. .- _ •• ;. - w• C■K `•t*r� � oS J> a 'r' . `C�;*'.."' ".�"'ea�t\a�r�:.v;�,;'.'-.a �-• ,•„•,:k,�4,� =t'`z,. .�'`=".� -z tet:: , r�„x`v .et..�' ,,.4:r;`G�,`,"�"* � .tr e� w Y'^ °� 1 iwa a� _. .•w..::"�'ld"sa'sw�'�•�h�"^�7�� .e='1cS' .ice;e7c�'�;=w'<•?�,y' 'c�, ry s 40 — \ a.aPo .'it' I ^ y � oanor.rwrwonR , I e .� I 3LOa ° �� m Sia• S1 � 44 cl I Qoarp 9 s `°. 'B +0.5mo r�I A� �` •> town.OF SM 35 ,� ey GPS ey towNOFSOVT+OIO I Jr] �• I AIA iA�` �cc+wnarR,..w� t.Wq Ota60at9.IRORai I � • I :d S Is a WA(C) �Q• ya ® . OE`etarrtrn wrta I tia I • . L n I FOR POL N0 p't . SEE SEC.M0. I s,.wa oeam om. FOR P0.RO. pI SEE SEC NO. " 'T! 1.y, OF60tm3a 31 nt ,tea s + U ` FCRNO. FOR PCLP0.NO.EEE o. SEE lSE<MQ6EE BS EC Nd. oe msm�.c msmcosl oesa+au MI1teN awE zwa Nn --- o.mwAtot SEE SEC NO.ass SEE SEC.NO.As aaa sc �. - - ------ ^--- --�— �-^ --^-- a� NOTICE COUNTY OF SUFFOLK © e 1D °0a W' a SOUTHOLD SECTa E ..�.— —�— ..�..� Rt) O ...... --•-- ter. --•-- vm� w.+aNvca.a,awRti v.aa E --- — -- ��--�-- Real Property Tax Service Agency r K quo ,..r ------ �„aa+nc.oa.N.ra.,ca or+.a an m. Q� N .. owu. --.-- oru.--.-- Oumurh TU N..if aap0R0 CunM CawRr Ma,RW,Mr t+fM M O ..�.. a r .i.MO..iu r —_-- ....u. --r-- a...r--.�-- aaprq.n, e. p UM ,bC+aO 7000 PROM II 45 , i 40 / / 4"MIN OPENING 35 36"MIN.HIGH EXISTING GRADE RAILING (2)5/8 INCH GALVANIZED BOLTS, / / 36"MIN.HIGH 5/4"MAHOGANY OR NUTS,AND WASHERS / RAILING CEDAR DECKING / 30 / / 514"MAHOGANY OR 2112" 2X12 ACQ / '36"X 50"LANDING BLUFF TO BE REPLANTED WITH NATIVE 2X6 ACQ DJ STRING/�@ 12"O.C. CEDAR DECKING RAILINGS NOT SHOWN FOR CLARITY WITH BENCH VEGETATION(SEE PLANS BY LANDSCAPE / / ARCHITECT) / / "o, (2)2X6 ACQ // EXISTING GRADE (2)518 INCH GALVANIZED BOLTS, X 2 ACQ BEAM NUTS,AND WASHERSFL STRINGERS @ 12"O.C. (2)2X6 ACQ GIRDER SIMPSON H2.5 HURRICANE TIE AT (2)2X6 ACQ 25 / STRINGERS TO BEAM WITH EACH JOTS / SIMPSON H2.5 HURRICANE TIE AT EACH JOIST / SIMPSON LUS210 HANGERS /' 4X4 ACQ POST(TYP.) 21/2" / SIMPSON ABU44 COLUMN STRINGERS TO BEAM WITH / / SIMPSON LUS210 HANGERS BASE 36"X 36" // SIMPSON ABU44 COLUMN LANDING / BASE 20 4X4 ACQ POST(TYP.) (2)2X6 ACQ GIRDER _ — ——— / 12"0 SONOTUBE /'loo,loo, / loll FOOTING(TYP.) EXISTING GRADE co 15 / r' 12"0 SONOTUBE LANDING STAIR TREADS 11" FOOTING(TYP.) / STAIR RISERS 81/4"MAX. o t ol TYPICAL DECK SECTION AT LANDING TYPICAL DECK SECTION AT STAIR 10 ' ? 1/2" = 1'-0" = 1'-0 1/2" " o 5 z BEACH STAIR PROFILE SCALE 114" = 1'-0" I I I I I I I I I 1 I 3'-0" 01T4" T-0" 13'-9" T-0" 4$11 I I I I t 2X6 DJ I 2X12 ACQ " I I 32.3 I I I m @ 16 O.C. C I STRINGERS @ 12 O.C. m m m UP I I <I <I I IX6 ACQ DJ @ 6"O.C.--� o ao I a a I a a a I I 1 + I 44.a " 6 ACQ B 2X12 ACQ STRINGERS @ 12"O.C. i 4X4 ACQ POST(TYP.) I I , I o 12'-0"MAXIMUM RISE 4ETWEEN LANDINGS M I m rr �_ r� r ( 6 ACQ BEAM a 2X6 DJ g`g - 2X12 ACQ 2X6 DJ 2X12 ACQ 2X \I I I I o�@ 16"O.C. �TRINGERS @ 12"0. @ 16"O.C. v E—STRINGERS @ 12"O.C. a @ 16"O.C. I 12"0 SONOTUBE 11.7 I I I a I a I a I a I a aCY FOOTING(TYP.) 4 + 1UP + + ( I �I1 17.9 28.9 N I I I I 3CN {2f 2X6 A BEA J � J I I 4X4 ACQ POST(TYP.) 36" 36" 36"X 36" STAIR TREADS 11" I I LANbING LANDING STAIR RISERS 8114"IMAX. Uo II 36"X 50"LANDIN I Or; I I I I I WITH BENCH I I I a @) / I 1 8"0 SONOTUBE I / I N � / o FOOTING(TYP.)X LU ZD I EL 1 N 11 11 N � I I I � 1 � 442X6 ACQ BEA �( + STEPS TO MEET j 6.0t 1 GRADE o BEACH STAIR PLAN 1 / , / BEACH STAIR FRAMING PLAN 1i �, REVISIONS SCALE 1/4" =1'-0" I SCALE 1/4"= 1'-0" i FEB 1 6 2017 iwri Design Criteria-NYS Residential Code R301.2.1.1 and utilized the methods and procedures stipulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the American Forest and Paper Association Wood Frame Construction Manual for One and Two Family Dwelling Units-High Wind Addition and ASCE 7. Scale: As Shown Condon Engineering, PCCOTTAGE IMPROVEMENTS , . Country Route 48 *0 M7 - Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State 1755 Sigsbee Road Peconic New York Education Law,Article 145,Section 7209,for any person unless acting under the Drawn by:JJC O F direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any Mattituck,New York 11952 item in any way. an item bearing the seal of an Engineer,Architect,or Land Surveyor (631)298-1986 (631)298-2651 Fax BEACH STAIR Is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item hisBrersealandthenotalion-Altered by followed by hisnwsignature and thedate ot Date: 3/3012010 www.condonengineedng.com alterations,and a specific description of ft alteration. STRUCTURAL DETAILS DRAINAGE CALCULATIONS: GENERAL NOTES EROSION CONTROL MEASURES THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2" 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND 1. IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE NYSDEC,DURING THE RAINFALL. STORAGE TO BE PROVIDED IN PROPOSED 10'DIAMETER DRYWELLS SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SOUTHOLD TRUSTEES AS REQUIRED. COURSE OF CONSTRUCTION,CERTAIN EROSION AND SEDIMENT CONTROL MEASURES MAY BECOME GOLDSMITH'S INLET PROVIDING 68.42 CF PER VERTICAL FOOT OF STORAGE. THE DESIGN IS BASED NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,WATER COURSES, ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0,CONCRETE 1.0, AND 2. TOPOGRAPHIC AND EXISTING CONDITIONS SHOWN ON THE PLANS FROM SURVEY DATED 3124/10 BY HANDS DRAINAGE INLETS,RECHARGE BASINS,ETC. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED LONG ISLAND SOUND LANDSCAPING 0..30. ON SURVEYING. BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES,BUT THE FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED: DRAINAGE AREA 3. COASTAL EROSION HAZARD LINE AS DEPICTED ON THE COASTAL EROSION HAZARD AREA MAP TOWN OF STORAGE REQUIRED: SOUTHOLD,SUFFOLK COUNTY,NEW YORK PHOTO NO.57-556-83 SHEET 6 OF 49. - EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED. PAVEMENT AREA: 196 SF X 1.00 X 2"/12 = 33 CF - CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF EXPOSED AREAS `O ROOF AREA: 676 SF X 1.00 X 2"112=113 CF 4. LOT AREA AS PER METES&BOUNDS:54,509 SQ.FT.=1.251 ACRES AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. SALT MARSH LA. `N LANDSCAPE AREA: 4,493 SF X 0.30 X 2"/12= 224 CF THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF O ` _ 370 CF 5. CURRENT ZONING RR&R-40 RR:22,274 SQ.FT.R40 32,235 SQ.FT. VELOCITIES. cJ STORAGE REQUIRED: - SEDIMENT SHALL BE RETAINED ON THE SITE. PROJECT LOCATION A`O c9/ / MEAN HIGH WATER MARK 370 CF/68.42 CF/VF=5.4 VERTICAL FEET REQUIRED 6. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE P s SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION \0�' tp,LP AS OBSERVED COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON CONTROL MEASURES SHALL CONFORM TO THE"NEW YORK GUIDELINES FOR EROSION AND SEDIMENT / J�'cP� ON NOVEMBER 2,2009 STORAGE PROVIDED: THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. O , / USE 1-10'0 X 6'DEEP DRYWELL CONTROL". ` /SILT FENCE AND A- O / 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE HAYBALES AA 2. SEDIMENT BARRIERS(SILT FENCE,HAY BALES OR APPROVED EQUAL)SHALL BE INSTALLED AS REQUIRED100 r y\ / PROPOSED STAIRS TO BEACH COMMENCING WORK. ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE WORK. NO SEDIMENT FROM THE SITE o�oe / (SEE DETAILS SHEET S-7) SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES,WETLANDS OR ROADS. / 8. ALL UNSUITABLE MATERIAL.AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY, /STEPS TO MEE /_1 �� STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR Oy/� DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH THE USE OF / �2 EXISTING GRADE •� f� / N� TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL ��9 +1 7�/ ` W / ``/ 9. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO CONSERVATION SERVICE RECOMMENDATIONS. gs"''111% LAND WITH 0_/ /*• = j BLUFF TO BE REPLANTED WITH Vk­� PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BUILDUP 4 BENCH , + NATIVE VEGETATION SEE PLANS METHODS AND MATERIALS(EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL SO�TO,p / /� �9 / � / j BY LANDSCAPE ARCHITECT) j MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". THROUGH THE USE OF SEDIMENT BARRIERS,SEDIMENT TRAPS,ETC.AS REQUIRED. � /+ W 10. ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT 5. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED DAILY BY THE UC SU C S R ORCE ENT TO CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THE DAY AND AFTER HEAVY OR PROLONGED SILT FENCE AND ON, � WITHSTAND AASHTO H-20 TRAFFIC LOADING ALONG WITH TEMPERATURE AND SHRINKAGE,TRANSPORT TO STORMS. MAINTENANCE MEASURES INCLUDE,BUT ARE NOT LIMITED TO,CLEANING AND/OR REPAIR OFHAYBALES / THE SITE AND SITE CONDITIONS AS SHOWN ON THE PLANS. SEDIMENT BASINS OR TRAPS,SEDIMENT BARRIERS,BERMS,DIVERSIONS AND INLET PROTECTION. i STEPS TO MEET 11. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI CONCRETE AND SHALL BE DESIGNED, 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. /��/ ✓�j r��� WiW W + // / EXISTING GRAD CONSTRUCTED AND INSTALLED TO SUPPORT AASHTO H-20 TRAFFIC LOADING. s /./W �✓ . /�� >✓ W / /, 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS G9/ 12. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE STEEL FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL / NEW 14'X 14'PATIO REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE O� THE SITE IS PERMANENTLY STABILIZED. EXISTING STOCKADE FENCE TO BE REMOVED DESIGNED TO SUPPORT H 20 TRAFFIC LOADING. PROPERTY LINE REPLANTED WITH NATIVE VEGETATION 13MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST STRUCTURES DELIVERED TO THE 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND (SEE �ANS BY LANDSCAPE ARCHITEC . DISTURBED AREAS ARE PERMANENTLY STABILIZED. AFTER PERMANENT STABILIZATION,PAVED AREAS SITE MEET ALL REQUIREMENTS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF A /j / / 223 �� HEALTH SERVICES. SHALL BE CLEANED AND THE DRAINAGE SYSTEM CLEANED AND FLUSHED AS NECESSARY. EXISTING SEPTIC 00' ( / �, aJ S58 0OOx SYSTEM REMOVE EXISTING WOOD PLATFORM w00Q 1 STORY / ` / z DWELLING _ NEW BILCODOOR FRAME %� C `� � ��J _ 9Q•0pr / REMOVE EXISTING CHIMNEY �l 6 7 0 /NEW CMU FOUNDATION / NEW WOOD STAIRS I LSILT FENCE AND / NEW 10'0 X 6'DEEP DRYWELL1 F , 441 y� HAYBALES FOR ROOF RUNOF \� \ f \ // OPD IGO�N�ROPD / � M1DO�ER G\S�Np� / s46, / 2530°F - •34. E4% lW AY IV4,90 132-- LEACHING BASIN NOTES: 1. LEACHING POOLS SHALL BE PRECAST CONCRETE CEMENT STRUCTURES AS \ / MANUFACTURED BY SUFFOLK PRECAST INC.OR EQUIVALENT. \ 2. ALL CONCRETE CEMENT USED IN THE MANUFACTURING OF PRECAST STRUCTURES SHALL POSTS-STEEL,T OR U SHAPE TYPE DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I.IN 28 DAYS. OR 2"HARDWOOD 3. NO TRENCH,PIT OR OTHER EXCAVATION SHALL BE LEFT OPEN OR UNATTENDED. FENCE-WOVEN WIRE 14.5 GAUGE EXCAVATIONS TO BE PROTECTED WITH FENCES,BARRICADES AND OTHER APPROVED 6"MAX.MESH OPENING METHODS. � FILTER CLOTH-MIRAFI 140N OR APPROVED EQUAL 5. INVERT ELEVATIONS MAY BE ADJUSTED BY THE ENGINEER IN THE FIELD TO MEET FIELD CONDITIONS TO AVOID CONFLICT WITH UTILITIES AS ORDERED BY THE ENGINEER. 1 PI 6. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTING OF CASTING. ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE BLOCK,BRICK AND/OR 1:2 MORTAR MIX. \ o 36"MIN.FENCE POST o z z 7. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING DURING HAYBALES TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE GENERAL PUBLIC EXPOSED TO i f 1� F N ■ ■ DRA/NAGE/NLET(7 P.) THE HAZARDS OF FALLING AND SLIDING MATERIAL IN CONFORMANCE WITH THE GO J REQUIREMENTS OF THE TITLE 29 CODE OF FEDERAL REGULATIONS,PART 1926,SAFETY AND / ■ �� UNDISTURBED GROUND o FLOW LL ■ ■ fLOW HEALTH REGULATIONS FOR CONSTRUCTION(OSHA). \ `� L ) F SILT FENCE NOTES: '`° FLOW 8. BACKFILL AND COMPACTION SHALL BE IN 6"LIFTS. ALL BACKFILL MATERIAL TO BE Ty ' COMPACTED BACKFILL ■ BOUND STRAW BALES COMPACTED BY JETTING OR OTHER APPROVED MEANS. JIp Q%AY 1. WOVEN WIRE FENCE(MIN.14112 GAUGE MAX.6"MESH SPACING) "X6"TRENCH WITH FILTER CLOTH OVER FENCE. ■ ■ SUFFOLK COUNTY STANDARD DRAIN MANHOLE FRAME AND EMBED FILTER z 2X2 WOOD SLOTTED COVER PATTERN No.1383 AS MANUFACTURED BY 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE CLOTH 6"MIN. F STAKES(TYP.)J CAMBELL FOUNDRY OR AN APPROVED EQUAL. WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. is (SEE BEDDING INTO GROUND DETAIL) p PRECAST � FLOW Y M CHIMNEY FINISHED GRADE 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. STRAW BALE INLET PROTECTION DETAIL TWO REBARS,STEEL PICKETS, 8"TRAFFIC BEARING :, REVISIONS 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL OR 2"x2"STAKES DRIVEN '� /� w / 4"VERTICAL "� NOTES: /i � TOP SLAB REMOVED WHEN"BULGES"DEVELOP IN THE SILT FENCE. 1.BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR 2'INTO GROUND.FIRST ` ` FACE 24" o� SECTION AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. STAKE DRIVEN AT ANGLE BEDDING DETAIL TOWARDS PREVIOUSLY LAID WOVEN WIRE FENCE(MIN.141/2 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES STRAW BALE.DRIVE STAKES trgcPEP r;, `-•• GAUGE MAX.6"MESH SPACING) POSTS(IYP.) 36"MIN.FENCE POSTS. AND PLACED SO THE BINDINGS ARE HORIZONTAL. FLUSH WITH TOP OF BALE 10'MAX CEINTER TO CENTER DRIVEN 16"MIN.INTO THE A ri GROUND 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES - ,'3"COLI Aht• ' z OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH "`* y' g ANGLE FIRST STAKE TOWARD WRAP WITH 6 OZ.(MINI.)NONWOVEN ;• a w BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE GEOTEXTILE FILTER FABRIC MIRAFILLI TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH PREVIOUSLY LAID BALE ( ) " Z WITH THE BALE. 140N OR AN APPROVED EQUAL. PRECAST DRAINAGE t . LL " t ' SHEET PILING AS REQUIRED-� ' i,. RINGS , Flow ILT E�1 E'. _ 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE Plans'"'� - Artcea145,Sechoon729to�an�insonunless aclnaunder the 6 ctionofedlce�nsedProfessanal ::.:., w MADE PROMPTLY AS NEEDED. ,� �• ' EXCAVATE AND BACKFILL 3 FEET AROUND t'' Engineer,Architect,or Land Surveyor,or,to alter any item in anyway.Kan item bearing the seat of an _ LEACHING RINGS WITH SUIITABLEPOROUS '' '�:� ;i: Engineer,Architect orLandsurvey«is altered,the alt«ingEgineer,Archited,orLaMsuvey«shall MATERIAL AS APPROVED IBY THE ENGINEER. < "' ' w affix to the item his/her seal and the notation'Altered by'fol wed by hismer signature and the data of 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS :. SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. y ^ . ;' :; .:: ,^y,•� �,: �.,'•� ;; F- Q such alterations,and a specific description of the alteration. 6"PENETRATION INTO GROUND _ � � :..�,•.. ;dJ;' `�'�r�` ' ,'.�. .:•. J;�;',:':as`:��°.>. .;=.i..:r, a�;.,.{�•; N o COTTAGE IMPROVEMENTS (SEE SECTION) ELEVATION ANCHORING DETAIL Scale: 1"-30`-0" EXCAVATE At MINIMUM OF VINTOVIRGIN STRATA Condon Engineering P.C. Country Route 48 SM1 OF SAND AND GRAVEL OR TO BOTTOM OF DRYWELL sbee Road Peconic New York SILT FENCE DETAIL STRAW BALE DIKE DETAIL WHICHEVER IS DEEPER. DRYWELL DETAIL Drawn by:JJC 1755 Si g Mattituck,New York 11952 OF NOT TO SCALE NTS (631)298-1986 (631)298-2651 Fax Date: 3/30/2010 www.condonengineering.com SITE PLAN7