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Home My WebLink AboutTR-10250 Glenn Goldsmith, President QF sa � Town Hall Annex ®� ®e, 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 NTI BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction % constructed When project complete, call for compliance inspection; - "e•w'6-i-`3y1- "+�:rP-^P..• 'yi. v�"fir-_a '•� ae�_:�fi p^_, Sy',' "7=, °ice^i< - ":v a� `i$°ro om E:•. .Vt ✓yd:. #_.- ',n 'it 5�'d _ - r�,.... _ - /\.;.; ��__ -��. •�� _�'-�-`i_� i��i„• `�'k:,r '-t('�i; t�� .:��4uL7u..�...''..r'''�ti'R.1a�'':.'c.'ek+S'7iG”SeY.''rrl,�'p.W .s(r1%c'ylf�1Y''J.",a7�'L!2d242�:1�e�A�e''"e.U�'.�J•S "7J=r',iPSf�'8t,�'i:164.de.YEA.e�.•TP.�..4"-'iPG..•oAF_'.'tri':..b'aY.;r!:2ve�!'Y1:.±�_'"k'k'k.'�.rvgsc�,;2xs'A"�43.sa£fS.'fv""''R�S�".:.,�ltk':�°�1, � BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK a, y PERMIT NO. 10250 & 10250C DATE: NOVEMBER 16,2022 ' <~ >•:, ISSUED TO: RACHEL LEVIN MURPHY A� PROPERTY ADDRESS: 21695 SOUNDVIEW AVENUE,SOUTHOLD ' A° 'i:to r+'�d/i e •�'..'� i $ SCTM# 1000-135-1-7 AUTHORIZATION rt Pursuant to the provisions of Chapter 275 and/or Chapter 11 I of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on J ' November 16,2022 and in consideration of application fee in the sum of$500 00 paid by Rachel Levin :`•' Murphy and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of 3` Trustees authorizes and permits the following: c `y,= Wetland Permit to construct approximately 201 linear feet of steel bulkhead with a 12' easterly return in place of existing 133 linear feet of fiberglass bulkhead and approximately 69 linear ,Y r foot portion of existing±73 linear foot concrete seawall; install reinforced concrete anchor at property line on landward side of t4' portion of concrete seawall to remain; remove existing concrete steps to beach; backfill with approximately 50 cubic yards of clean sandy fill to be trucked in from an approved upland source; construct 4'x43'wood boardwalk between existing stone steps down embankment and proposed 4'x6' wood landing and 2' wide retractable stair to beach; maintain 10 foot wide Non-Turf Buffer(sand and/or gravel "splash pad"),along landward side of new bulkhead; and restore disturbed portions of naturally'.., vegetated embankment with native grasses as needed; and as depicted on the site plan prepared fi y ,., by Jeffrey T.Butler P.E. PC. dated September 16 2022 and stamped approved on November 5 �' 16,2022. 4 SI IN WITNESS W-HEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, �(J and these presents to be subscribed by a majority of the said Board as of this date. ®O� 013 ll - t ® •;$o Vin/� O��p!- ''1^ ,�Zrsrza�scxa,^.,. >��ss;2, .LFa�a��;s7rx�_�esn;eYa?�z�5sra��,:any;tsxzr ��s,:rr;z;.,g;c�^,�n �r;r,,� ::t�s3�,;.errcis;,�;zG ^s;�,:micasuse;:,i��;�;a:a�,'��°,s�ri;•c;;n�s.2: `'4. ., r ,,` .•.e' �. _ ,w,' - „`4 A,,. ��` _- �•;^ 8 4�°i.. °v*d a�e9• -.der i ��e=v. :?, -� 1 Pslr-".e�` '� .4�%' ,S{'' �:;nb::_p..�'""� :.•:° X1+44 4t5a iii•, =r=;<_4'-a'.• <e- _ ....:::a'°=' j- '` ''-°+;¢ei'°„ �,+:' :.< '- TERMS AND CONDITIONS The Permittee Rachel Levin Murphy, residing at 21695 Soundview Avenue, Southold, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the pennitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith, President Q� SID Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly � Telephone(631) 765-1892 Elizabeth Peeples �° `�® Fax(631) 765-6641 ®� fou V, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT #10250C Applicant/Agent: Rachel Levin Murphy Permittee: 21695 Soundview Avenue, Southold SCTM#: 1000-135-1-7 Project Location: 21695 Soundview Avenue, Southold Date of Resolution/Issuance: November 16, 2022 Date of Expiration: November 16, 2024 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: Construct approximately 201 linear feet of steel bulkhead with a 12' easterly return in place of existing 133 linear feet of fiberglass bulkhead and approximately 69 linear foot portion of existing ±73 linear foot concrete seawall; install reinforced concrete anchor at property line on landward side of±4' portion of concrete seawall to remain; remove existing concrete steps to beach; backfill with approximately 50 cubic yards of clean sandy fill to be trucked in from an approved upland source; construct 4'x43' wood boardwalk between existing stone steps down embankment and proposed 4'x6'wood landing and 2'wide retractable stair to beach; maintain 10 foot wide Non-Turf Buffer(sand and/or gravel "splash pad"), along landward side of new bulkhead; and restore disturbed portions of naturally vegetated embankment with native grasses as needed; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., PC., dated September 16, 2022, and stamped approved on November 16, 2022. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: None. In accordance with Chapter 111-15 Erosion Protection Structures: xx A maintenance agreement is attached hereto and is a necessary special condition of this permit. BY: Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President so Town Hall Annex A. Nicholas Krupski,Vice President h 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly y G • Q Telephone(631) 765-1892 Elizabeth Peeples �`� Fax(631) 765-6641 COUNTY, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 111-15 OF THE SOUTHOLD TOWN CODE I (We): RACHEL LEVIN MURPHY The owners of record of property at: 21695 SOUNDVIEW AVENUE, SOUTHOLD SCTM#: 1000-135-1-7 in applying for a Coastal Erosion Permit for an erosion protection structure do hereby agree to a 30-Year Maintenance program for a structure as described: construct approximately 201 linear feet of steel bulkhead with a 12' easterly return in place of existinq 133 linear feet of fiberglass bulkhead and approximately 69 linear foot portion of existing ±73 linear foot concrete seawall: install reinforced concrete anchor at property line on landward side of±4' portion of concrete seawall to remain; as shown on the attached licensed survey and/or site plan for the approved structure. It is my/our understanding that we are to maintain this structure with materials designed to endure 30 years and/or equivalent to the original approved structure. Any maintenance which involves more than 50% of the length of this structure requires approval of the Board of Trustees. We further understand that failure to maintain the structure could result in a requirement to post a bond and/or have the repairs ordered as a lien against the property upon a finding by the Board of Trustees that said lack of maintenance would risk life, property or important natural resource features. Nbtanzed signatu,e of ownee of record Sworn to before me this ��fk_day of December, 2022 KEVIN W. E13ST_& Notary Public, State of.New York .No. 01WE6365673 Qualified in Suffolk'County Notary Public Commission Expires Oct. 10;�` This maintenance agreement shall only be valid upon the attachment of a licensed land survey/and or site plan made within one year of the original construction and validated to show the final approval of the administrator. Glenn Goldsmith,President ®g S0 Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 18, 2022 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: RACHEL LEVIN MURPHY 21695 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 1000-135-1-7 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, November 16, 2022 regarding the above matter: WHEREAS, En-Consultants on behalf RACHEL LEVIN MURPHY applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated September 26, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing %A/Ps held by the Town Trustees with respect to said application on November 16, 2022, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of RACHEL LEVIN MURPHY to construct approximately 201 linear feet of steel bulkhead'with a 12' easterly return in place of existing 133 linear feet of,fiberglass bulkhead and approximately 69 linear foot portion of existing ±73 linear foot concrete seawall; install reinforced concrete anchor at property line on landward side of±4' portion of concrete seawall to remain; remove existing concrete steps to beach; backfill with approximately 50 cubic yards of clean sandy fill to be trucked in from an approved upland source; construct 4'x43' wood boardwalk between existing stone steps down embankment and proposed 4'x6' wood landing and 2' wide retractable stair to beach; maintain 10 foot wide Non-Turf Buffer (sand and/or gravel "splash pad"), along landward side of new bulkhead; and restore disturbed portions of naturally vegetated embankment with native grasses as needed; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., PC., dated September 16, 2022, and stamped approved on November 16, 2022. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very trAlly yours, 4h7 Gle n Golds t President, Board of Trustees GG/dd I eo Glenn Goldsmith, President ,�° °yam, Town Trustees A Nicholas Krupski, Vice-President y z 54375 Route 25 Eric Sepenoskia ^' P.O. Box 1179 Liz Gillooly y�j ao�� Southold, NY 11971 Elizabeth Peeples Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: RACHEL LEVIN MURPHY c/o EN-CONSULTANTS Please be advised that your application dated September 26, 2022 has been reviewed by this Board at the regular meeting of November 16, 2022 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) %Constructed ($50.00) Final Inspection Fee ($50.00) - PAID Dock Fees ($3.00 per sq. ft.) xx 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,Presidentti��\O COGy+� Town Hall Annex A.Nicholas Krupski,Vice President = < 54375 Route 25 CD Eric Sepenoski ivy P.O.Box 1179 Liz Gillooly 1p�y • 0��4 Southold,NY 11971 Elizabeth Peeples �Olr �a'� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed infield by: C'2A. Craul En-Consultants on behalf of RACHEL LEVIN MURPHY requests a Wetland Permit and a Coastal Erosion Permit to construct approximately 201 linear feet of steel bulkhead with a 12' easterly return in place of existing 133 linear feet of fiberglass bulkhead and approximately 69 linear foot portion of existing ±73 linear foot concrete seawall; install reinforced concrete anchor at property line on landward side of±4' portion of concrete seawall to remain; remove existing concrete steps to beach; backfill with approximately 50 cubic yards of clean sandy fill to be trucked in from an approved upland source; construct 4'x43' wood boardwalk between existing stone steps down embankment and proposed 4'x6' wood landing and 2' wide retractable stair to beach; maintain 10 foot wide Non-Turf Buffer (sand and/or gravel "splash pad"), along landward side of new bulkhead; and restore disturbed portions of naturally vegetated embankment with native grasses as needed. Located: 21695 Soundview Avenue, Southold. SCTM# 1000-135- 1-7 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: X Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: J C11-off" &1! 'V� PAI VIA VYLIJkln Present Were: A_G. Goldsmith N. Krupski ')C E. Sepenoski L. Gillooly 'E. Peeples T1 E REMAINS OF COASTAL CONSTRUCTION STRUCTURES SMALL BE GENERAL NOTES: CONTRACTOR TO PROVIDE 50 CY OF FILL MOVED FROM THE AREA OF WORK. THIS INCLUDES BUT 15 NOT Q � 4020 45 L (TED TO CONCRETE SEAWALL,CONCRETE RETURNS AND STEPS AM o I. CONTALL FILL USED SEAWARD OF T.O. BLUFF LONG ISLAND 50UN1� 'aW. "' CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE 51TE PRIOR TO W D BULKHEAD AND THEIR FOUNDATIONS/SUPPORT SYSTEMS. ALL 'p 5TARTIN6 OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF MUST BE CLEAN AND COMPATIBLE TO EXISTING a PROPOSED DEMOLITION: M TERIAL SHALL BE HAULED TO AN APPROVED UPLAND SITE Q THESE PLANS AND MADE WORK AGREE WITH SAME. ry r " r , 1 t6G' OF CONCRETE SEAWALL TO BE DEMOLISHED . SAND FOUND ON SITE AND MUST BE PURCHASED t= v� 2' 2. SALE DEMOLITION AND ACTION(DWG Not) NOTES PRIOR TO COMMENCEMENT �o INCLUDING, O_ FROM AN APPROVED UPLAND SOURCE. 118'L6 5E TION AND tcl'L6 RETURN 6 STAIR / OF WORK. ,SITEILOGATION j WEST OF BEACH AGGER STAIR- f4 L6 RETURN(WE�iT), 3. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION .° �;'_'," ',• r' .: LONG ISLAND EAST OF BEACH AGGEsS STAIR- tq'L6 RETURN®STAIR, tA$'L6 ACTION,AND y\F*�Ix ' AND BUILDIN6 CODE AND ALL RULES AND REGULATIONS OF THE TOWN OF ' ' o° r ,4,.' :r' EX. STAIR /WALK/ PATH TO BEACH \10,Y\ SOUTHOLD, www.dignetnycli.com v y L �. ~ ^ ^''r �; '• ' SOUND 35W x f12'L6 TO BE REMOVED /O EXISTING GONCRETE SEAWN-I- 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXI5T5 WHICH DI5A6REE5 WITH � � N'VJI�'.KC�T f or www.call811.com ALL DEBRIS SHALL BE HAULED TO AN APPROVED UPLAND SITE. TO REMAIN THAT AS INDICATED O THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND &,CIJu I`1;Z t " • SEE 51TE PLAN-PROP05M WORK FOR ADDITIONAL WORK IN I5 AREA THI5 01.6. TO BE REMOV ( ) • ED � for other states , 1• -^'' �+^^' °� e ''.` ' ". �"6 NOTIFY THE ENOIKEER.SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE AND , CONTINUE WITH THE RK,HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY 800-212-4480 81 / I µ N 3.5' O BEYNDyq w w PROPOSED DEMOLITION: AJZI51N6 THEREFROM. fI33'LONG FIBER6LA55 BULKHEAD TO BE DEMOLISHED,ALL DEBRIS / PROPERTY LINE(rs{W 5. SEE SCOPE OM OF WORK FOR REQUIREMENTS PRIOR TO GMENGIN6 WITH ANY 4:p SHALL BE HAULED TO AN APPROVED UPLAND SITE. SEE 'SITE PLAN- ! NEIGHBORING DEMOLITION OR NEW RK. By law,excavators and contractors working in the For safety reasons,homeowners are strongly "' �' •* "'.r':''.'{,`,T,i..'`_.>`' ' •� PROPOSED WORK,FOR PROPOSED WORK IN THIS AREA,THIS DWG. five boroughs of New York City and Nassau and encouraged to call as well when planning any �.' ,r�.._�';" ,•' EX.GONG.SEAWALL b. BEACH ACCESS SHALL BE INSTALLED PER BEACH ACCESS -SCOPE OF WORK, �;»4._: ;..,.•u= . Suffolk Counties an Long Island must contact type of digging on their property.Homeowners , , • K�. %;".; '; r }.y O' ' ' �- % HIGH WATER 1-11"L01,16D TO REMAIN N,Y.5. BUILDING CODE INFORMATION PROVIDED ON DW6 No.2 DigNet,1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by s �*` fI33' SEA14ALL X.CAN,,5EAWALL TO BE REMOVE• . 7. NO DEBRIS 5HALL BE ERMITTED TO FALL INTO NEIGHBORING PROPERTIES OR but no more than 10 working days(excluding calling 811,the national call before you dig • �,"6`-; n° { „°�,'• ;�.'" :;'; R NEIGHBORING TER ALONG ITO BE RMVD _ 11 weekends and legal holidays)prior to beginning number.For excavation work completed on M.•.," r;^� t ;r r N :. N HIGH WA D ..................1...' ........................... .. - _ 12property, ✓"� wr..,: . _w•- ;ham ,..,. ..,._��, E 5EAWAR2 OF PROPOS D BULKHEAD EX.STEEL BULKHD IST.FIBER6LA55 BULKHEAD TO BE REMOVE ••••••••••••••''•• - 8. CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO mechanized group or excavation work to personalthe It the contractor's EX ................ . ................ r t TO REMAIN .....................................,................................. ............ g et aorto •.. �- GRADING AROUND GO an ensure underground lines are marked responsibility--NOT the homeowner's to contact ••,.,_,,,..... Excavators and contractors can also submit y ' • � 14 E at o Di N Having utility lines marked r' - •• IC3 EX. BOTTOM O BANK ••; _ locate requests online,through ITIC.If you do not digging is free of charge. EXISTING SLOPE OG T O fes: _ 15 a DO NOT SCALE DRAW( 65 WRITTEN DIMENSIONS SUPER5EDE 5GALED currently use ITIC,please call 1-800-524-7603 NOT TO SCALE DIMEN510N5. THE EN61 EER HAS NOT BEEN RETAINED FOR ON SITE INSPECTIONS for more information. EXISTING - -- - - - - ` - - - - - SON(' T9E OAK - --rb AND/OR OBSERVATIONSOF THE CONSTRUCTION. NOTE: NE161-BORIN6 STEEL �-� �- - - - - - - - - - REMr�IN� ZONE MACHINERY AGCE95 FOR WORK FOR THE PROPOSED BULKHEAD IS FROM o -- -- -'- �N GHL1D'�L- -- -Ex��'TONS i BULKHEAD RETURN I? 13 - - - - _ _ - - - - 5TH, �- _ _ _ _ _ I�! ' 15 - - - `� �'' �t�MAIN �-- VE 16 THE RESIDENCE'S EAST SIDE OF DWELLING. 7 - - __ Tp-SAN ZONE „ _- - - - _ _ -Ex. � _ LEGEND: �+ GENERAL IQ--- - , _- - _ f PROPER PROPOSED VE 16 TY LINE OP ED NOTES: 20 �_._-- - ----- ) I . . . . . . . . . . . . . . . . . . . . . . . DEMO �- ZONE X EXMTIN6 TO BE BULKHEAD REPLACEMENT PLAN: I.START OF DEMOLITION SHALL ONLY BEGIN I � � \ ` G0�5TAL EROSION HAZARD LINE AFTER THE DEMOLITION CONTRACTOR N _ _ TBR = TO BE REMOVED 51TUATE AT: SOUTHOLD, NY 5GTM No.: 1000-135-01-M HAS BEEN SHOWN THE PROPER REPORTS 1 `. EXISTING CONTOUR TOWN OF 50UTHOLD FEMA FLOOD ZONE: X STATING THAT ALL HAZARDOUS ZONE X - - 16 f MATERIALS HAVE BEEN REMOVED FROM , `, ``� � SUFFOLK COUNTY, NEW YORK USE: RESIDENTIAL i DATUM: NAVD Mbb THE 51TE USING FEDERAL,STATE, AND 10 NON-TURF BUFFER:LOCALLY PROCEDURES FOOR THE MATERIAL05 ININ PARTIAL SITE PLAN - DEMOLITION '�!�/;j j/, !/ AREA DATA: EXISTING: PROPOSED: QUESTION. AREA OF SITE: 44p14 SOFT. N-G. 2. ALL STRUGTURE5, BOTH ABOVE AND BELOW GRADE ARE SHOWN A5 A GUIDE FOR DEMOLITION.LOCATION OF (I.Olac TO TIE LINE) SUBSURFACE STRUCTURES ARE ESTIMATED TO BE LOCATED AS SHOWN. THE GERTIFYIN6 ENGINEER DOES NOT - - -- ATTEST TO THE ACCURACY OF THE LOCATION OF THE SUBSURFACE STRUCTURES SHOWN OR THOSE "" AREA OF DISTURBANCE: STRUCTURES NOT SHOWN. 20 10 O 20 40 60 80 3.THE DEMOLITION SHALL BE PERFORMED BY THE CONTRACTOR(5) AT THEIR OWN R15K AND LIABILITY.ALL GRAPHICS SCALE I" = 20'-0° 3,510 SQ.FT. (0.0806 ac) DAMAGE TO THE R16HT OF WAYS,51DEWALK5,CURBING BOTH ON SITE OR ADJAGENT TO THE DEMOLITION SITE PLAN BASED ON ORIGINAL SURVEY BY: AREA WILL BE REPAIRED OR REPLACED SOLELY AT THE CONTRACTOR'S EXPENSE. METES AND BOUNDS 5U1 RVEYIN6 4. TO THE BEST OF THE ENGINEER'S KNOWLEDGE,NO ENVIRONMENTAL HAZARD(S),THAT COULD BE AGGRAVATED tJl BY THE DEMOLITION PROCEDURE, EX15T5 ON THIS SITE. 53 PROB5T DRIVE 5. THE CONTRACTOR 15 ADVISED TO USE CAUTION wiEN EXGAVATING AND REMOVIN6 SUB5URFAGE STRUCTURES, O STEEL BULKHEAD NOTE : SHIRLEY, N.Y. IIM67 PIPING,ETC.,DUE TO THE LIMITED AVAILABILITY OF INFORMATION CONCERNING SUBSURFACE UTILITIES. ° 5URVEYDUDE®OPTONLINE.NET „ b. ADEQUATE FENCING 15 TO BE ERECTED AROUND THE PROPERTY LINE,BY THE CONTRACTOR PRIOR TO THE •O 00 I.STEEL 5FEET PILE BULKHEAD(B.O.EMBANKMENT)SHALL 13E SURVEYED: OCT 18,2017 T Y m START OF DEMOLITION. THE CONTRACTOR 15 TO MAINTAIN THE FENCE DURING THE DEMOLITION AND THE INSTALLED FIER LB FOSTER PILING AND 6ERDPU AMERISTE LAST REVISED: APR 12,2018 FENCE 15 TO REMAIN IN PLACE UMTL ALL EXGAVATION5 HAVE BEEN FILLED WITH SUITABLE BACKFILL OR THE O_ INSTALLATION RECOMMENDATIONS. ^ PROPOSED%I35MFACE 5TRUGTURE(5) HAVE BEEN INSTALLED AS SHOWN ON THE PROPOSED 51TE PLAN. - 2.CONTRACTOR SHALL ORDER STEEL SHEET PILE W/FACTORY APPLIED EPDXY GOATING TYPE,THICKNESS AND AREA RAGE 7.EXCAVATION PROCEDURES SHALL BE PERFORMED BY THE GONTRAGTOR(5), IN AGGORDANGE WITH ALL APPLICANT/OWNER:AS SPECIFIED. N FEDERAL,STATE AND LOCAL CODES AND REGULATIONS, RACHEL LEVIN MURPHY W 3.CONTRACTOR SHALL USE EXTRUDED Z-PROFILE GO}UNEGTOR AS 5HOWN HEREIN. V r- 4.ALL HARDWARE SHALL BE 6ALVANIZED,U.O.N. NOTES:1. ELEVATIONS ARE ((� 211 _1� 2. FLOOD ZONE INFORMATION TEAKEN FROMTO D. IQ88 DATUM �O E-EV PROPOSED FLOOD IWSURANGE RATE MAP NO. 3610300155 H W m X 4°26,45 a • 001? BEACH C W LK ON�UTION ZONE X: BASE FLOOD ELEVATIONS DETERMINED Q Z < LONG SLAND SOUND [-+ o (1) 4.0'x b.O'WD ACCESS LANDING PROVIDE INDEPENDENT HANDRAIL AS SHOWN PLACE BEAGH STAIR LANDING IMMEDIATELY APPROXIMATE +201 LF STEEL BULKHEAD SEAWARD OF PROPOSED STEEL BULKHEAD �� TO BE CONSTRUCTED IN PLACE OF EXISTING fI33 LF / Il LU Cq o FIBERGLASS B Y*EAD AND ill LF CONCRETE PROPOSED STAIR TO BEACH: D_ AREA E. WORK SH BE LIMITED TOS / 2'WIDE x 1b'LONG RETRACTABLE ALUMINUM j SEAWALL TO BE REMOVED. •LINE E .EXCAVATION WE TO PROPOSED 6% •• SEE INSTALLATION DETAILS ON DWG NO3 BUL AD ANCHORING 5Y5TEM / FLIP-UP STAIR W/RAILIN6 TO CODE �3� •APPR X 12'OFFSET FROM LANDWARD (SEE DETAIL AND 130) IW INFO,THI5 DWG) N TIE NEIGHBORING STEEL BULKHEAD TO / f� PROP.STEEL BULKHEAD,CONTRACTOR b SIDE BULKHEAD STEEL PILING. tb'Ig RETRACTABLE SHALL ASSURE NO PASSAGE EXISTS n: v •SEE TION b',THIS DWG / 'FLIP4P' EXISTING CONGRETE SEAWALL ON A��Pa 4' 6 to BETWEEN BULKHEADS AFTER PROPOSED / STAIR TO BEACH NEIC4 B 1146 PROPERTY TO BE 5AWGUT. �/ INSTALLATION,SEE D46 NO3 „� ,z o ►��° LOW W TER MARK / U S T E E S -0 4'xb' BEACH BOARD �E -f(. � STABILIZE EXISTING SEAWALL cA 4 Q ON 10-i -2011 / AcG LANDING rn ANCHOR AND BOND EXISTING WALL TO PROPOSED TOWN C�E SC�uT�•-i(�LQ b m / �Ey D -1- n D SECT REINFORCED P.G.ANCHOR(LANDWARD OF EX. A v_n n HIGH WATER MARK 1 120' t38 5EAWALIa,APPROXIMATELY 3b'w x bO'cp x 12% H164 WATER MARK M a EL. 14.0' (3500 P51 CONCRETE) DATE NO l/6�1 S a EL. 14.0' 3 V IO-18-2011 �ie (�j Z!1 Z� ENGINEER: `� ON 10-I8-2011 1143 4V - �� HIGH WTR ALONG P STEEL BULKHEAD - _ _----11 OF EW _ It PROP05ED Q'�� j"0 _ --13 12'RETURN CONSTR.W/STEEL SHEET -- - EXBOTTOM OF BANK / 4�- i ' y- ---I t PROPOSED IOW NON-TURF BUFFER W PROP _- -- - - - ,-.,.w•. _ 15 t EXI5TIN6 _ --(SAND AND/OR GRAVEL"SPLASH PAD') - - w - - - -- - -- _- q„ ��- -_�-- - I, L VEGETATION WILL REQUIRE - w NOTE: � NEIGHBORING STEEL /� __ =` ` _ = -- --=Ex.STONE �. �' - EX OP OF BANK ALL PLANTED VEGET N W EQU m _ 1 w BULKHEAD RETURN-/ !-- ' -- - - - __ - - - - - _�yrEPy a �� ZONE MONITORING OVER 3 GROWING SEASONS. 7- - _ _ _ _GONG WALLS (CO 7 3 `9 �4 -� -- ----f - -` TO REMAIN VE 16 I i - - _ - - -�- - y f �B NKA r..:a•„ A ZONE X. , VE 16 _ - - _ - PLANTING SCHEDULE °F N 13 20 - �` '" ` LIMIT OF WORK AREA \ -2 ELEV ZONE X PROP09ED GRASS AREA(MIX OF AMMOPHILA BREVILIGULATA) BEACH JEFFREY T. BUTLER, P.E. NATURALLY VEGETATED ANKMENT WOO 5F) FOR BEACH GRA55 2-3 COLUMNS PER PLANTING HOLE 12' OL MAX. WITH PANICUM ACCESS CONSTRUCTION t EXISTING VEGETATION e g VIR6ATUM) 5WITCH 6RA55 AT 2'-0' OL.,2 GAL.CONTAINER). Q i SWARD OF 10'NON- BUFFER... _ _ 1 �e F •ON NATURALLY VEGETATED SLOPE TO BE PRESERVED •DISTURBED AREAS 5H BE � .• y +�"� 1014 HAZARD L�NE TO MAXIMUM EXTENT PRACTICAL 3 0 RESTORED WITH NATIVE SSSS ,G,OASTAL ER05 UPON COMPLETION OF WoTRUCTION •ALL DISTURBED AREAS TO BE RESTORED WITH NATIVE J 2 GRASSES UPON COMPLETION OF GON5TRUGTION AND i \ •MAINTAIN A5 A VEGETA D BUFFER \ EL 18.0' MAINTAINED AS A VEGETATED BUFFER ZONE X - moo•SEE SECTION U',THIS D e -� EL. 14.0 N/O/F '�/�:/`/i�%�� .. •SEE PLANTING SCHEDULE,THIS ONO EL. 20.5 5 '/\\ i\i i PROPOSED BULKHEAD GAP 0 APPROX.E_. 10.13' - o q0� \2�' \gyp' ESTATE OF ANDREW EL.IbA_' ��;�\/i�'!��i,!i�;, PATI ON A N x Z. LEVIN // i i /��/�i�/��, 112'MIN EXGAVAIION � ��•• -- \ 0' Ib 9q \\i\\\/\\ GAP CONSTRUCTION: 2x TOP PLATE (2)2x8 FRONT O z LL g POOL i\i/\i/ O\i/i/\i/\i/\ G READ FOR BUJCFEAD ANCHORING d BACK(ALL GGA LUMBER,FOR INFO SEE 5HT 3) GRA E (UL) �q. _ Q %;/�\i / y\\i\\ \ \ y�l� �r z Q \ \ �- (6.. DEEP) � �EQUIP. EL 14.0' '::�\/!'!!�\/!�!!��/i'�.�!i�i� ,. 10.0 NON-TURF BUFFER A Z � 1� � � } vie 25' EL.21.0 I6 x30 EL.110' ' /ii!.': %.`,.i i\%, <\.\. (COVER SAND AND 6RAVRJ 3 W O z 25` IN-6ROUND DRYWALL ;/ /\� / %i/\\!:/ O O 1 POOL N.G.) y\/\i v\\/ /\/ 1 - K \ EL. 14,5 �D0 PORCH D FOR EL TOA' /i /\\/i' \j j\>\% i , T.O.T1NBER PILE 0 EL t10,25' F-I Z Q PATIO 8 / \ \\/\ \\ " r�,F \ , \ \ . . EL.10.0 a Uj I (�' \ G P TD.5TL 5HT PILIN6 6 EL.NOD' - Q \ P D's 2 STORY HOUSE EL. 19.0 POOL(UL.) \!/y /;�� i lPXI2L6 X (4' DEEP) /\ W (� m Q Y CELLAR Q EL.8A i GALV.TIE RODS o (UNDER GOHSTRUOTION) Q �' EL a2 \ STAIR(U.G) ON GONG. FOUNDATION �� / /� JLI 0 l PATIO ON j,//\\ „ . � 1--1 U-I w� S BEDROOM �� GRADE EL 6 0' %/ � ►.4 (2)b x8 WHALES � EL 6.0 EL. f4 U' � � � 0 N %\/ ;\ N/o/1 \9 F.F.E. - 21.5 s (u.G.) Vii.,.. ^ EL.14.5 >\i , O APPARENT HIGH 1--•I < 0 N GEORGE VASILAKIS \ ATTACHE No \gyp' 36A EL.4.0' ��\\ \ B.O. BLKHD 0 EL. t4-D' L WATER MARK W = K - GARAGE 00 / s F.E. - 19. , N 2 EL. 14.0 i\/�\\/` - �-,�;. % \,\/\v i / i;. � COVERED (,A0 EL 2O' \/,\j \ : -. ,777/7ji\\' \ \, \ \/ EL PORCH (U.G) \ :' 7f2J '�GGA %; a \, ;i/ 2.0 O > ~ ly L EXCAVATE EXISTING SOILS TO \ /, i i/ �- ' Z (v 00` E .21.0 16.66 \/ % .' ,, - AT L06 z", (� N I ALLOW FOR INSTALLATION OF / !;, ", BULKHEAD ANGHORIN6. FILL \ : I ' ASPHALT DRIVEWAY ; EL. 19 5 NNDER CONSTW `, �`G� VOID WITH EXCAVATED MATERIAL ,' ;, ;; M--•I .. / I C0�FE H4EN INSTALLATION 15 COMPLETE Q % �--10"mxl2'L6 GGA, z N Z ASPHALT ' I fix..v (5EE COMPACTION NOTES,5HT 2) V O.G. DEADMAN; ! aS W / D VEWAY .g4 i ION) x 24'L6 1 \ a Z GGA PILE,b'OL. O I I , ' V� -_� (TYPICAL) Q O Q NSTRJ 0` F N ;• � I ,4000� �',� `E r �,R• r� P I`�� x 15 53 tob' 183' I 8 E8 J Ey �p�15 FH',L - - -I6 1 :; q d E C E ' !1 - 20 6�=, IF'.� X SECTION D I >, N J B.O.STL 5HT PILING t9 EL.(t) ID PA5E : / ELEVATION DETAIL - PROPOSED HOT ROLLED STEEL PILING LB FOSTER PILING,P/N PZG13 SEP 2 6 202 SITE PLAN - PROPOSED 1 ❑ �� - PROPOSED STEEL BULKHEAD AND 20' HIGH x 1201 LF.STEEL BULKHEAD, < AND(1) 12'RETURN r� A RE-1�EGETATION OF DISTURBED AREAS ( DWG No3 FOR DETAILS) '' solrthoidTown )� L�r= 7711-MMA ,;-,,, B.O.TIMBER PILE �- �11E 5GALE: 3/16' = 1'-0" :; >' 0 EL.(f) -13.15' Board of Trustees 20:: 10 O 20 40 60 ... 80 " - - - - - - - p�\� SEE SHEET 2 FOR BEACH AC6E55 DE516N AND REOUIREMENT5. GRAPHIC SCALE 1" = 20'-0" 96 �O 72 of 5 COMPACTION NOTES: I<I NON-U tm� I 1 of BEACH ACCESS SUB GRADE BUFFER v • 1NERAL4 I6EIN ORDER FOR THE PAVEMENT TO BE DURABLE,THNG E SUB 6RADE MUST BE PROPERLY 5.THE EINEER RESERVE-5 THE RIGHT TO HAVE SOIL TE5T5 P RFORFIED TO CONFIRM THE Q I � SCOPE OF WORK: PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB GRADE IN ACCORDANCE WITH 5UITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR 5H U SPREAD AND COMPACT THE l I I \ I. CONSTRUCT(I) 4'Wxt43'LG WOOD WALK W/ RAIL TO CODE, (I) 4'xb' WD LANDING THESE SPECIFIGATTONS,U51%THE NECESSARY MEANS AND MATERIALS TO PROVIDE THE FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EACH LIFT 5H MP BE GOACTED TO q5%OF THE r �� } SPECIFIED RESULTS. NOTHING IN THE FOLLOWING SITUATIONS CAN BE FORESEEN. OPTIMUM DENSITY. GOMPAGTION SHALL BE AC4OMPLI5H O AT NO LE55 THAN OPTIMUM o �, I W/RAIL TO GODS AND (I) RETRACTABLE 'L6 'FLIP-UP' ALUMINUM STAIR AND THEREFORE,NOTHING IN ITE FOLLOWING SHALL RELIEVE THE GONTRAGTOR OF TI-E MOISTURE CONTENT UP TO 2%WETTER OPTIMUM DENSITY A OPTIMUM MOISTURE CONTENT c� << N I \ RAIL TO BEACH (24° WIDE) RESPONSIBILITY TO NOTIFY THE ENGINEER OF SPECIAL PROBLEMS,AND IN THE END,TO SHALL BE AS DETERMINED BY ASTM D155T. NO RUBE E SH BOULDERS.OR OTHER DEBRIS / X 5, , 35 LG O I A. MATERIALS TO BE USED (WOOD WALK): PROVIDE A SOUND SUB GRADE. WILL BE AI L�D AS FILL MATERIAL IN ANY I T �1� _L 2.U51SOIL TEST DATA b.FOR UNSTABLE SOILS WITH LE55 THAN 250 P5F COHESION ULTIMATE BEARING CAPACITY /? �/ - 111 I. 4x4 POSTS(WD WALK), U.O.N. NG AAT ITS OPTION,THE ENGINEER MAY PROVIDE SOIL TEST INFORMATION TO THE OF LE55 THAN 500 P5F,6EOTEXTILE FABRIG SHALL BE INS ALL® IN ALL UTILITY AND PIPING i '�,�� I \ 2. 2xb FLOOR $ RIM JOISTS, U.O.N CONTRACTOR. IF PROVIDED,TFE DATA WILL INGLUDE CLASSIFICATION OF THE 501L IN TRENCHES AND TANKHOLE5 TO REDUCE MIGRATION OF FINE AINED SOIL AND SEPARATE 3. 2X6 DEGKING,U.O.N. ACC.ORDANGE WITH THE UNIFIED SOIL CLAS51FICATION SYSTEM(ASTM 02481). THE D1551MILAR FILL MATERIALS. THE 6EOTEXTILE MATERIAL 54ALL OVERLAP ADJACENT cX �' C - I 2. ALL HARDWARE TO BE GALVANIZED. 516NIFIGANGE OF THE DATA WILL BE INTERPRETED B6W TEXTILE THE ENGINEER. 6TEXTILE MATERIAL BY A MINIMUM OF 12'AS NECESSARYTO COVER THE INTENDED AREA T I I 3. ALL LUMBER TO BE GGA, U.O.N. B.SOILS DESIGNATED AS HIGHLY EXPANSIVE (CHI,MHO,AND OH)MAY REQUIRE LIME GEOTEXTILE FABRIC SHALL BE GTFI30EX,TYPAR 3401,GTF 50EX,OR TYPAR 3601 AS 5TABILIZATION AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS. 5"SPECIAL MARKETED BY EXXON CHEMICAL AT 1-800-54-EXXON TREATMENTS WILL BE DETAILED IN THE 51TE BID DOCUMENTS IF THE COST 15 TO BE 1.BACKFILLING TANKHOLES,ETC.: 1 INCLUDED IN THE CONTRAGTOR5 BASE BID. BAGKFIH FOR ANY EXISTING TANKHOLE5 SHALL MEET THE I EOUIREVENT5 OF TH15 SECTION. I WOOD CONSTRUCTION G.SOILS DESIGNATED AS HIGHLY ORGANIC(OH,OLD,AND MAY REQUIRE SELECTIVE LIKEWISE BAGKFIH FOR OTHER HOLES LEFT BY REMOVAL SWIMMING POOLS,BANS, HET ( \ REPLACEMENT WITH SUITABLE SOILS. 1T•E NE®FOR AND THE EXTENT OF THIS TREATMENT ETC.SHALL COMPLY WITH IBIS SECTION ALSO. I � BEACH ACCESS NOTES: WILL BE DETAILED IN THE SITE DOCUMENTS IF THES.BACKFILLING TRENCHES: DOST IS TO BE INCLUDED IN THE I MEAN HIC74 WATER LINE BACKFILL FOR UTILITY TRENCHES SHALL BE WELL-C�12ADED GLEAN,FRESHWATER SD,FREE GONIRAGTORS BASE BID. ANI I OF SILT AND CLAY PARTICLES.BACKFILLINl6 SHALL OCCURIMMEDIATELY AFTER THE LINE OR PROPOSED APPROX. L. 4.0' ALONG \ i. ALL FOOTINGS SHALL BEAR ON U015MPBM SOIL WITH A MINIMUM SOIL PRESSURE OF D.THE CONTRACTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY I 2 TONS PER SQ.FT.AND SHALL HAVE A MINIMUM OF 6`-O'OF COVER. CONDITIONS REQUIRING SPECIAL GON5IDERATION NOT ADDRESSED IN THE SITE BID CONDUIT IS IN PLACE TO PRECLUDE CAVING OF THE TREND SIDES. PRIOR TO INSTALLATION 4'x45'HO I PROPOSE STEEL BULKHEAD DOCUMENTS. THE EXTRA DOST OF UNANTICIPATED REMOVAL WILL BE BAS®ON THE UNIT OF THE LINE OR CONDUIT,A 4 INCH CUSHION OF SAND SHAL BE PROVIDED. WALKWAY 2. DESIGN TIMBER STRESS-DOUGLAS FIR,NO.2 GRADE FB = 025 P51,E = 1,200,000 P51. COSTS PROVIDED WITH THE BASE BID. THE COST OF UNANTICIPATED LIME STABILIZATION a•AREAS OUTSIDE THE PAVING SHALL BE FILLED AND GOMP TED A5 NEGC55ARY WITH SOIL W/RAIL 3. ALL METAL JOIST HANGERS AND OTHER KETAL CONNECTORS REQUIRED SHALL BE 'TECO f LINE ® PROPOSED BULKHEAD WHALE \ CONNEGT0R5"OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOADS® GONNEGTION OR OTHER SPECIAL TREATMENT WILL BE NEGOTIATED. COMPLYING WITH 1T+15 SECTION.EXCEPT IEEE TOP 6 INGFES HALL BE NATIVE TOPSOIL PER CODE 1 SUITABLE FOR GRASS. AREAS REQUIRING GUT SHALL AL5C BE PROVIDED WITH 6 INCHES OF i I POINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURERS o SUB GRADE PREPARATION NATIVE TOP501L FOR 6RA55. FIN15H GRADE FOR THESE PROPOSE BULKHEAD WD PILE SHALL BE I INCH BELOW TOP I SPECIFICATIONS AND REGOMMENOATION5. �n OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A MAXI OF 4:1 UNLESS OTFfEZWISE I I \ 4. RAILING TO COMPLY WITH NEW YORK STATE BUILDINS CODE. I.T}E CONTRACTOR SHALL REMOVE ALL VEGETATION,SURPLUS SOIL,DEMOLITION RUBBLE,AND INDICATED ON THE SITE OR 6RADIN6 PLAN. I 1 E.O. SEAWARD SIDE OF BULKHEAD GAP 5. ALL LUMBER SHALL BE GGA NOW. OTHER UNDESIRABLEUCH MATERIALS. SMATERIALS StfALL BE PROMPTLY HAULED FROM 10.COMPACTION TC5TING 1 1 b. ALL P05T AND DECK HARDWARE SHALL BE HOT DIPPED 6ALVANIZED,U.O.K.IN THE SITE AND DISPOSED OF IN AGCORDANGE WITH GOVERNING LAWS AND CODES.THE THE EN6INE ER WILL EN6A6E AN INDEPENDENT TE-5TIN6 LABORATORY TO PERFORM(1) A E.O. LAND(WARD SIDE OF BULKHEAD GAP \ ACCORDANCE WITH ASTM AI53. CONTRACTOR SHALL SHAPE THE SUB 6RADE IN ACCORDANCE WITH THE GRADING PLAN, STANDARD FROGTOR TEST(ASTM DI551)ON THE FILL M RIAL(OR NATIVE 501E I PROP05Ef2 RAIL TO GODS, INSTALL T HEALS D PLATFORM TF�XSURF� O BE BUILT WITH UNTREATED WOOD OR TAKING INTO AC THE THICKNESS OF THE PAVING SYSTEM. THE TOLERANCE OF THIS PROCTOR TEST(ASTM 01551)ON THE FILL MATERIAL(OR NATIVE SOIL IF NO FILL 15 I PARALLE TO BULKHEAD APPROX 35'L6 ROUGH GRADING SHALL BE WITHIN 1/2" HIGH TO I'LOW DURING THIS OPERATION THE 1 USED)AT LEAST 12 HOURS BEFORE THE CONTRACTOR IMI riATES COMPACTION AND(2) CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT BEGONE APPARENT AFTER TRAFFIC BY A NUCLEAR DENSITY GAUGE(ASTM 02422 AND ASTM D Il)OR SAND GONE(ASTM I CONSTRUCTION EQUIPMENT AND LOADED TRUCKS. SUCH SOFT AREAS SHALL BE REPORTED TO THE ENGINEER FOR OETERMININ6 THE METHOD OF TREATMENT REQUIRED,IF ANY. [2155b) TEST AT A MINIMUM OF THREE RANDOMLY SELECTED LOCATIONS TO MEASURE I I E.O. SEAWARD 51DE OF PROP. WOOD WALKWAY 2.MAINTAINING DRY SITE CONDITIONS: THE DE6RCE OF COMPACTION OF THE SURFACE SUBC E. IF THE RESULTS FROM 1O'W www.dignetnycli.com DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PAv1NG IS IN PLACE,THE CONTRACTOR THIS TEST FOR THE FILL OR NATIVE SOIL DO NOT MEET R EXLEED THE DEGREE OF NON-TURF GENTERLIt�E OF PROPOSED WOOD WALKWAY \ a=N;l�'11'�'.KC��I °r SHALL PROMPTLY TAKE REA50NABL.E MEA5URE5 TO OBTAIN AND TO MAINTAIN A DRY SITE COMPACTION SPECIFIED IN THIS 5EGTION,THE COST OF TING WILL BE DEDUCTED BUFFER L E.O. LANDWARD 51DE OF PROP. WD WALKWAY �I�� 17 wwrother states) GON01110K SUCH MEA5URE5 SHALL INCLUDE PUMPING OF FREE SURFACE WATER,MINOR FROM THE CONITRAGT AMOUNT,AND THE TE5TIN6(2) WILL BE REPEATED. - I (tor other states) N ot HAND AND/OR MACHINE 5HAPI%TO FACILITATE WATER REMOVAL,AND OTHER 11.THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE WITH I yq 8OO'Z/Z'��80 811 OPERATIONS TO SPEED DRYING. THE STANDARDS OF THE SLDJf.S. CONTRACTOR 15 RE-51 ON51BLE FOR ALL 3.NATIVE 501L COMPACTION: IN5PEGTION5 AM 516N-OFF OF SAME. PROP D 4'W x 143b9 WD WALK TO B law,excavators and contractors workingin the For safetyreasons,homeowners are strongly COHESIVE AM COHE51ONLESS NATIVE SOIL SHALL BE COMPACTED TO 95%AND 100%OF THE 12.CONTRACTOR 15 RESPON5113LE FOR HAVIN6 THE PROPANE PUMPED OUT AND I-U I BEACH AGGE55 PLATFORM (PARALLEL � five boroughs of New York City and Nassau and encouraged to call as well when planning any OPTIMUM DENSITY,RESPECTIVELY,PRIOR TO PLACEMENT OF FILL. CERTIFIED A5 E11PTY PRIOR TO RELOGATION. 1 8 I TO 13UI KHEAD), INSTALL HANDRAIL ON Suffolk Counties on Long Island must contact type of digging on their property.Homeowners 4.FILL SELECTION AM GOMI'AGTION: -4 $E RO 510E OF WALK art DigNet,1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by I p I I THE M05T C05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: { but no more than 10 working days(excluding calling 811,the national call before you dig -SAND-GRAVEL MIX(1.5 TO 3%FINES<0.02 MM AND CBR> Il), I weekends and legal holidays)prior to beginning number.For excavation work completed on r- any mechanized digging or excavation work to personal property,it is the contractor's -GRAVELY SOIL 0 TO 6%FINES<0.02 MM AND GBR>8), 7C I ensure underground lines are marked. responsibility--NOT the homeowner's--to contact -SANDY 501 L5(3 TO 6%FINES<0.02 MM AND CBR>8), I= I1 Excavators and contractors can also submit DigNet.Having utility lines marked prior to �IL1Y GRAVELY SOILS(b TO 10%FINES<0.02 MM AM GBR>8), locate requests online,through ITIC.If you do not digging Is free of charge. 3 SILTY SANDY SOILS(b TO 1545 FINES<0.02 MM AND 613R>8), 101 •� currently use ITIC,please call 1-800-524-7603for more information. -GLAYEY GRAVEL SOILS(OVER 20%FINE-5<0.02 MM AND CBR>5), I b -CLAYEY SANDY SOIL(OVER 20%FINES<0.02 MM AND CBR>5), 1I m II U m M rn� NYS RESIDENTIAL CODE (IRC 2015) �? WET STEPS {• .;, �.. x r - 4x6 hb .. j 6 STEP LADDER MEASURES 12" FROM 'f' ter' ,� i ` � � � SECTION RR314 -STAIRWAYS 1 �?,:xr'THE CONNECTION POINT TO THE e � •, � V - 1 SECTION RR3145.5ECTION RR314.2 TREADS AND RISERS.THE MAXIMUM R15ER HEIGHT SHALL BE 8-1/4 INGHE5(209 MM) AND THE MINIMUM TREAD DEPTH SHALL M 9 IINGHES BOTTOM STEP. a W� + I �,� VU RAIL jY (`f� LIGHT WEIGHT WELDED MARINE 6RADE ��* °15 t6tO RAIL PER (224 MM). THE RISER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT 11ZEADS. THE TREAD DEPTH SHALL BE MEASURED RETRACTABLE ALUMINUM STAIR WITH :f ` `~ - I HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREM05T PROJECTION OF ADJACENT TREADS AND AT A R16HT ANGLE TO THE TREAD'S LEADING EDGE. THE 3 a p I WALKING SURFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL(2-PERGENT SLOPE). RETRACTABLE ALUMINUM HANDRAIL, -o " , _ 'u ':, -•�, I 1 THE 6REATE5T R15ER HEIGHT WITHIN ANY FLIGHT OF 5TAIR5 5HALL NOT EXCEED THE 5MALLC-ST BY MORE THAN 3/8 INCH(95 MM).THE GREATEST TREAD DEPTH WITHIN ANY �O K d 55 CLIMB ANGLE STAIR ROTATES q0 �; : t - ri.� $ t,q� �M s: _ :.'i_ c�1 FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLE5T BY MORE THAN 3/8 INCH(9.5 MM). W LL u ® PLATFORM MOUNTING BRACKET, 4 ,- PARTIAL PLAN VIEW Jul F-� X Z RATED FOR A 500 LB GAPAGITY. �: ' �'� '�-;g; � I�I - SECTION RR315 - HANDRAILS ° MOUNT TO PLATFORM W/8- 3/�' - } �- . A PROPOSED BEACH STAIR I;I DRAILS O Mo BOLTS :,'_ w I I 5EGTION RR315.1 HANDRAILS. HANDRAIL5 HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 38 INGHE5 Ob4 MM AND 965 MM), RESPECTIVELY,MEA51JRED F-�-i O = �u I' SCALE: N.T.5. rn I VERTIGALLY FROM THE N051NG OF THE TREADS,5HALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FILL W PROPOSED RETRACTABLE FINI5H:POWDER COATED t` , k , i 10'W I 1 B LENGTH OF TT4E 5TAIR5 WITH TWO OR MORE RISERS FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF A FLIGHT TO A POINT DIREGTLY ABOVE THE LOWEST RI5BZ OF R- ` , `FLIP-UPS STAIR TO BEACH COLOR,TEXTURE AND FINISH BY �_,:. •�- ;. NON-TURF Y� 2 o THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPADE OF NOT cid CLIENT BUFFER ELEY LESS THAN 15 INCHES(38 MM) BETWEEN THE WALL AND THE HANDRAIL. z O GONTAGT: - I I T N Ltd WETSTEF'.GOM STEP WIDTH = 24" ,- ' ', PRS = 5-73-20-7-0409 STEP DEPTH = S" , -_ - SECTION RR515.2 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS SHALL BE OF OrE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT 6RA5PABILITY. fn TYPE I. HANDRAILS WITH A CIRCULAR GRO95 5E6TION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4 INGHE5(32 MM) AND NOT GREATER THAN 2 INGHE5 1(51 FT MMU• IF THE HANDRAIL 15 NOT CIRCULAR IT 5HALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES 002 MM) AND NOT GREATER THAN 15-1/4 INCHES(160 MM)WITH A MAXIMUM OR055 5EGTION DIMENSION OF 2-1/4 INCHES(51 MM). W TYPE 11. HANDRAIL5 WITH A PERIMETER 6REATER THAN 6-1/4 INCHES 060 MM)SHALL PROVIDE A 6RA5PABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECE55 SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH(19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH ENOILNEEf2: OF AT LEA5T 5/1(b INCH(S MM)WITHIN Z/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH(10 MM) TO A LEVEL THAT 15 NOT LESS THAN 1-3/4 INCHES(45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL �pF NEVA Y BE 1-1/4 INCHES(32 N1MU TO A MAXIMUM OF 2-3/4 INCHES(70 MMU• EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH(0.25 MM). P� `( T. 0'A,� l * > cr D C: w - w m i O I w N�OA O 349 _ m 1 K I I ROFESS\ CAI <Q JEFFREY T. BUTLER, P.E. I WQ zZ � Q EL 240' 0L EL. 22.0' 10.0 �NON-TURF BUFFER I Z - -------- (G9V82:5AM d GRAv4.J EL. 20.0' I 1 $ PROPOSED BEACH AGGES5 STRUCTURES �..1 LL f,{;` ...• 1' PLAN I • 4'Wxfb'LG HD WALK PERPENDICULAR TO EILLKHEAD(BEYOND) (� ~ }- Q I 4WXt35LG WD WALK PARALLEL TO BULKHEAD � Z EL. b.0' I{ {.:,'�.. A I • BULKHEAD GAP . 4'Xb'BEACH ACCESS LANDING I® p 3 ' T I I PROVIDE HANDRAIL A5 SHOWN -I O } I , EL. 16 0' 1" ------- - -- = ----- -- - - a iIlz I PLACE FINAL IR LANDING IMMEDIATELY SEAWARD OF Wv 00 Z BL � EXI5TI ,5T0NE' a 4.0' LONG EL_14.0' WALLS AND STEPS tOY 4'xb'WD (BEYOND) I�arDING ISLAND rw� W TOP OF PROPOSED 5TRUGUE5 @ 110.13 EL. 12.0' x -.. ALIGN • 4'w WD WALK PERPENDICULAR TO BULKHEAD m D < SOUND I U ------- -- -- ---- - -- -- 4'w WD WALK PARALLEL TO BULKHEAD N 'h: BULKHEAD GAP EL 10.0' DI5TURBED REA5 t. - � �' `• ''.� • BEACH AGGE-S5 LAMING � QL W - - -BEYOND 10 ON-TURF BUFFER _ - I - - - - - - - - - - I } Q N •ON NATURALL VEGETATED SLOPE TO BE FINAL STAIR LANDING GONSTRUGTION: U )- O N EL.8.0' FRE5ERVED MAXI"EXTENT PRACTICAL (1 I I I I (4)6'xb'GGA P05T5 W/(2)2'x10"GGA 61RDER5,2"x8'GGA J015T5 0 Ib'O.G.FIN15H = O - -- -- •ALL 015 AREAS TO BE RESTORED - -------It----I fii DECKING PER'GONSTRUCTION DETAIL'TO BE PLACED IMMEDIATELY SEAWARD OF Q- N KITH NATIVE ASSES UPON GOMPLETION OF I I I I I I PROP05EP BULKHEADCZ EL.6.0' CONSTRUCTION AND MAINTAINED A5 A '" w I�- -,L O Q ---I I I I I _ o • NEST LANDING BTWN TIMBER PILES,MAINTAIN I"WHALE/PILE SEPARATION(MIN) } O -J O ------ `v'E6ETATED BUFFER ---- -- --x -- - I I I I I L • MAINTAIN V SEPARATION BTWN BULKHEAD GAP AND LANDING(MIN) M.H.W.L.ALONG BULKHEAD Q O N •`�PLANTING SCHEDULE,TFIIs DWG � ^ I I I x40' • STRUCTURES MUST REMAIN INDEPENDENT,NO CONNECTION BTWN WALK,GAP d LANDING I m !El.4D'ON OGT IB,2011 4--•I W_ N O EL. 4.0' -- - H - U LL WOO WALK GONSTRUGTION: 1' I I i M.L.WL.6 ±EL.I& III LL (4) 4' 'GGA POSOS TS,2"x6"GGA J015T5 0 Ib"OL, I i4 I I I, I I PROPOSED STAIR TO BE X18' ON OCT 18,2011 (j� 2x GG FINISH DEGKIN6 I I I 2'WIDE x fb'LONG RETRACTABLE ALUMINUM Q O O- Z W • MAI tIN 11'�� SEPARATION BTWN BLJKFEAD GAP AND I'I I I FLIP-UP STAIR W/RAILING TO CODE Z O z CL� I I I I (SEE DETAIL AND BOXED INFO,MI5 DWG) ,,..,,// Z O • STRIIGTURE5 MUST REMAIN INDEPENDENT,NO I�4 I I 1 1 Q F-i-I Q -7 L C ONNE-GTION BTWN WALK BULKHEAD GAP I// ,LII P05T5 THAT SUPPORT 6'x6'BEACH ACCESS +� G-+ v •• PIN LANDIN6 TOP 4 MID RAIL TO WALKWAY I/� I ( LANDING SHALL BE DRIVEN TO A MINIMUM Q P05T(BREAKAKAY CONNECTION) I I OF 6'-0' BELOW MHhM 0 APPROX. tEL. -2.0' 0 4xrq &A POSTS FDA(5E : b'MINI M PENETRATION IN UNDISTURBED 501L REQUIRED ELEVATION 'B' D� (TYPIC kL ALL POSTS,U.O.K) 1/1-I 1_ < PROPOSED SEP 2 6 202.2 jw BEACH ACCESS PLATFORM AND STAIR I I SouthoTld oW n SCALE: N.T5. I Board of Trustees L � z of 5 Z-Profile Interlock EXISTING CONCRETE SEAWALL ON%BJ=CT NOTE TO CONTRACTOR: All Gerdau Z-pile sections can be interlocked PROPERTY TO BE 5AWCUT. PROVIDE 3'x5' TIE PROP05ED RETAINING WALL TO with each other. As such,the ball and socket REINFORCED CONCRETE ANCHOR AS SHOWN NEIGHBORING STS BIAS 1201'L65T�BULKHEAD ��,T�p� � interlocks can be installed with using either „ Z-pile: Gerdau does not publish a swing 35' AND(I) 12'RETURN � the standard or reverse position.This adds to value for Z-sections. Asa "rule of thumb' it greater ease of use and flexibility at the jab might be assumed that a 40 foot length Sow GAP FASTENERS PROP05M 13ULKHEAD GAP PROPOSED HOT ROLLED STEEI PILING site. Normal setting width of pairs can be REINF. NOTE TO GONTRAGTORr %"DIA THRU BOLT,(2)WASHERS, 2x CGA TOP PLATE LB F05TER PILING,PM PZG13(0315 THC, altered to accommodate job site conditions Would obtain a swing of up to S degrees. tY ANCHOR AND STABILIZE NE1611BI LW C0% DOUBLE NUT,5TA6GER A5.�0M (2)2x8 GGA FRONT AND ASTM 512 6RADE 50)W/GOAL TAR through increasing or decreasing the laying 0- AWWR CONCRETE SEAWALL IN PLACE AS SHOWN 9 g 9 Y g (1'EY00 (EAST SIDE). ALL HARDWARE SHALL BE GALVANIZED BACK OF WALL EPDXY COATING OF 16 MILS DFT WEST width at the interlocks. T.D.STL 5HT a EL. 110.0' WHALE SPLICE(TYP) 61 OL.MAX nEr20D(m') B (2)61x8' T.O.TIMBER PILE a EL. 11025' s' Ib'0G 3 11MBE�R WHALES T.O.WALL GAP a EL. 110.13' \— STAGCPOR T.D.EX.KALL Standard Interlocking 0 0 0 0 0 0 0 �o w. 0 L }:I EXISTING /= s . . . .. .. ..:. ... ...... . ... ...... . .. . ,... ..... .. ..... .. .. ,.�,.. ..... . .. ... .. ..... .. ...,,..... w EXS11N6 STEEL s° i CONCRETE f....l .. ... ........ ........... NEI6fIBORING /° 0 0 0 0 0 „ Q .... .. ...... .:..::.•::': -:.•: :'. .. ..... . ;:.:,i::;ii::: ::�:�:�:�:� � '. 13U ADO REMAIN I / / x — ;p ° ° Reverse intertocldng PROPERTY TO REMAIN / :. .::.:.. : o u� 0 0 u� o 0 0 0 ' i. I...... ::. ..: . • ::. a : ' ° i : 77 r':. BA EXP05L3D LKHEAD 9 EL. 40 :.: : ... ... :::::; ::a: t. �. ..h..}}.L,. ... �..... ...�..... .. r.. Ell �..... .{ :.:I::.:}::.::.. 0.f �(ILY.H�AD9 40' 0 •r. t, 1 i.. ... 1 .. ..... L. ..... .. ... ..... r• . Ge dau's Sheet Pitin Handbook 20Q6 - /\- �........ MIN... .:::: 8 NIN 9 iii • �:.;• }I :..::: :. PROPOS®FACTORY APPLIED p l.. ..... . :. ... ..... .: 0 i.,i ! ::: t.:.:..... . ... ..... . ui r 1... . .11. . .. .:. ::::., .: :::.:.. . PROPOSED REINFORCED EPDXY COATING SHALL EXTEND . IL. ..... . .. ... ::. ::•....1. . .'::.::'::d::: .... :.: '. ::: :::;: :. :. '.: '::.: '. :': SECURE PROPOSED METAL BULKHEAD TO - ... . ......... . ... CONCRETE SEAWALL ANCHOR EAST %��;; I:'f:: :•:'f: '; ::: ...... . ... ..... . A MINIMUM OF 5 BELOW GRADE . .,. ...... . ... ... _ �, :...... .:•:•:. : :: :.:• ; •::: :::;.:.. ::::. .: .:• •::::: : :: EXISTING. 115E EXISTING WHALES APb ��... .., ...... r........ . t ::: ;::': ':::1::'::: : ' :::. ': ::. :.':::.. .. . :.. ..... Extruded Z Pro Ie 0 .•.. fi Connectors ':. : ::..::: .. . :.'::.• . .. ..... .. ::::..: r:..'.'::.. .' .::. : :.::. :. : :.::: . EXTENDED PROPOSED WHALES (BEYOND EX. 5EAWALU �... .I ,,.t •I r.....•:. •: ::.':.'.•::'.'(�:.• ".�::••:.•:.: •�. '::. ll,�.,,...'.'.':: '..':: •:.: :.':•::.�.: :::�':::•. ' ::. .:•:. '.•.'.•::.....•. .....:.,... .... .. . ......... . ... ....... :.....�. ... ..... .. . . . ,.::.: .•:::.•. , w ........ . _. .. ...:..:. 1:: :. :. :::::. :.. ...... ::. :. :..:.:::. : .: ..:.:.. ': ::. :. ::... .. . GUT EXISTING WHALES 8 BEYOND APPROXIMATELY / _ PROPERTY LINE(EASTWARD) 3' 6" P ±121iI I i. .. 1 36"W x 60"d x l.,• • .• • .� ... � ., N � OVERLAPPING SUBJECT PROPERTY �; o�c 3.0'W REINF. (300 P51 CONCRETE) I I a EXTEND PROP05ED W-IALES 8'BEYOND 8 `J` GONG ANCHOR - PROPOSED FACTORY IED THE PROPERTY LINE TWARD / I I 1' EPDXY COATING 5HAIlLEX1EN7 OVERLAPPIN6 NEIGHBORING PROPERTY m� , 135' (BEYOND SEAWALU / � I 3 I, `� I A MINIMUM OF 5 BELOW GRADE B ANCHOR WiALES AS SHORN -. ...._-_-_, -: c:,-•.- -___ I' R PZ 90 Cobra PZ Tee PZT-S GONG. ANCHOR REINFORGEMENT: (6) #5 HOOPS HORIZONTAL @ 12" O.G. INSTALLER- NOTE TO I 8.0.STL 5HT o EL.(1)-Io.D I; (12) #5 BARS HORIZONTAL 0 12" O.G. ° a I`, � � ' � - -- i�\,,� O PROPOS®nMeBR PILE I I � — — — — — � f Note,all interlocks can ; - i be laced in reverse i P # ARS VERTICAL ® 12 O.G. (LOCATED IN SEAYIARI7 OF Vii; .. b3J MINE EDGE D15TAN E,TYPICAL BEEN 5HOM H ELEVATION I IURN)HAS NOT position extruded r. Y -' — Colt ' I 'A'VISI FOR RFP05E5 I IJoker ° O I i i I OF CLARITY,SEE PARTIAL L J Li L-i H H I Li — 13D.WO PILE®EL.N-13.15' Bullhead �EXI5TIN6 15 \3 a I I/ '' I i I LOCATION AND PLAN 13'MEH5 FOR l0 x 24 L6 1 - CONCRETE p I GGA PILES a b O.G. ° � v I � INSTALLATION L.B.Foster can also provide special fabricated corners SEAWALL ° 1, ��= I VIEW 'A' - PARTIAL ELEVATI N (QTY: APPROX.40); I; I REQUIREMENTS,THIS DWG and tees when the job requires them. � PROPOSED STEEL BULKHEAD m ° n ° �� ~hip I,• ,I L — (EAST AND WEST SIDES OF SUBJECT PROPERTY AT B.O. BANK) �-IBIF®Ster (800)848-6249 v m PROPOSED WIRE TIES (No.A): � I � 1 ° ��h\ i I j 5GALE: 3/16" = 1'-O" Piling www.lbfoster,com TIE REBAR HOOPS TO VERTICAL CONNECTORS FOR PROPOSED STEEL W N BARS® EACH OCCURRENCE 6i4.GRAVE eaow' SHEET PILE r- / /\ i\\, \ p GONG ANCHOR - / (12'MIN.BASE) I I O SCALE: NONE TO BESET ON UNDISTURBED I VIRGIN GROUND \ , \, \� \' XW ENLARGED VIEW 'A' - PARTIAL ELEVATION O CONN] CTION DETAIL � N PROPOSED NE 16HBORI NCC SEANALL 5TAE31 L I ZATI ON (LO( ON EAST SIDE OF 5UBJEGT PROPERTY AT B.O. BANK) W 5GALE: 1/2" = 1'-01 PROPOSED RETURN 12'L6(I=A5T) I'Q x 116'Lf GALVANIZED TIE OD(THIS CASE ONLY) I'� x 114'LE ANCHOR BY THREADING THREW(2) TIMBER REil1RN GALVANIZED TIE RODS PILES A5 SHOWN ) LIN (RETURNS ONLY) 6TT 10"�x10'L6 ENGINEER: I'Q x 12'L& DEADMAN 6ALVAHZE7 TIE RODS 10"�GGA SEE COMPACTION NOTES )- - �� .. 3• ,W N II {� (SEAWALL FAGIN6 5EAWARD) GAT LOG (SEE 5HT 2) ,`Q' ��`! eOT 0 ~ ANCHOR t BOND NEW TO EXISTING REINF.GONG WEST �"...� USE: A Go �� k .�� 05 EPDXY COATED BARS,IMBED 12' IN SEAWALL IO,�xI i L6 DEADMAN z NOTE TO CONTRACTOR Z - - z PROP.GONG.ANCHOR d b' IN EXIST.GONG m n W -HELD STI SET. -► INSTALL 12'O.G.HORIZ,12"OL.VERTIGAL, RILL HEIGHT 10 cP GGA GAT LOG SEEI II TIE EX5TIN6 NEIL CORING 5Tffi N� "`.o O 6' MIN EDGE DISTANCE AND ANCHOR W/ ,� ;- (THIS LOG ONLY)I 1 COMPACTION l BUL1*EAD TO HEN STI$13ULKH AD O�p 07 4 g3 KELIOROUT EPDXY(TYP) D� AS SHOW1(VEST SIDE). �OFESSIONP _ EXISTING STEEL BULKHEAD TO REMATN JEFFREY T. BUTLER, P.E. 0- � ` 'EX1ST.aGONGIRETE S�AWPLL t ' � - _ 3'-0"W NOPE TO GONTRAGTOR TIEROD(TYP) I WHALE 5PICE PROPOSED BULKHEAD GAP REINF.GONG ANCHOR ANI IOR AND STABILIZE NEIGHBOR) / Imo-I NOPE TO CONTRACTOR CONCRETE SEAWALL IN PLACE A5 101 x 22'LG GGA PILES 2x16 GGA TOP PLATE PROPOSED WIRE TIES(No.4): A (2)2x8 GGA FRNT t BACK OF WALL No PASSAGE WILL BE (�] TIE REBAR HOOPS TO VERTICAL SHOWS(EAST 51DF�. 0 VOL.,(QTY: APPROX 40) PROP05ED HOT ROLLED STEEL PILING ALLOWED BETWEEN NEW AND I- BAR5 @ EAGH OCCURRENCE 4 PROP05ED REINFORCED CONCRETE ANCHOR d BOND NEH TO EXIST. LB FOSTER PILING,P/N PZ613 3 PROPOSED WHALES FOR CONNECTION EXISTIN6 5TEEL 514EATHM SEAWALL ANCHOR(BEYOND EX. WALL) EAST / USE:y2'THRU BOLT W/WASHER, VISA SHOWN W/GAPPING (03-15 TRK,ASTM 512,GRADE 50)W/ FROM PROPOSED TO EXI5TIN6 " APPROXIMATELY 36'w x 60'd X 12'h PASS THRU 6x8 WHALE,EMBED REMOVED FOR CLARITY GOAL TAR EPDXY COATING OF Ib MILS OFT NOS HORIZONTAL HOOP, T- p b' IN EXIST.CONCRETE 5EAWALL, BULKHEAD GAP w (3,500 P51 CONCRETE) 12"OL.VERTICAL, b" x b"GGA WHALE(I OF 2) CREATE U'SHAPE CHANN� z z 12 O.G. VERTICAL =_ �_ ANCHOR W/KELI6OUT EPDXY FASTEN 2x TOP PLATE TO 2x8 FONT AND REAR O Q O �- wQ a II a a II TRIM OUT(2) bxb OPENING IN STEEL SHEET PLATE5 FROM UNDER5IDE OF CHANNEL 1' ( } 1 PILING IN ORDER TO ALLOH WOOD WHALE TO / ' 16 0L�A66ER AS a+KET PM 6A2, LU C) z O 11 PA55 THRU PILING. VIEW B - PARTIAL PLAN USE(4) IOd PER BRACKET, II a ALL HARDWARE SHALL BE 6ALVANIZED ~ Z I--- 4 Q 3 4 _ I a oa II WELD (2) 5TL PILING 5HEET5, LU I < �- >n II `ll Y4' x FULL HE16HT, (TH15 LOG ONLY) / PROP05ED STEEL BULKHEAD E.._, Q O in � Q PROP05ED HIRE TIES(No.4): ((� Q d M II Q II �� (EAST AND WEST SIDES OF SUBJECT PROPERTY AT B.O. BANK) w N TIE REBAR HOOP5 TO VERTIGAL " 5GALE: 3/16 - 1'-0" UJ 1 II II RIP APPROX.-�'2 ALONG LENGTHSTEEL BULKHEAD NOTES: Q LU N BARS AND #5 EPDXY COATED � a � OF PILING SHEET,(THIS LOG ONLY) LU BAR5 @ EACH OCCURRENCE p Q O N 1•STEEL INSTALLED PER LBB FOSTER PIAD LIN5 AND 6ERDM AMERJ5TEEL NT)SHALL BE w = O O ¢-71 11 a z o =4 INSTALLATION RECOMMENDATIONS. V1 la- N 41 Ir2.CONTRACTOR 5HALL ORDER 5TEEL SHEET PILE W/FACTORY O LL/ N t APPLIED EPDXY COATING TYPE,THIGKNE%AND AREA COVERA6E } / AS SPECIFIED. a Q (3 a } II ,� II J „ 3.GONTRAGTOR 5HALL USE EXTRUDED Z-PROFILE CONNECTORS AS Q Q G(-. N S =' EXI5TIN6 NEI6HBORIN6 ��'u " CONCRETE SEAWALL ° c} / ,�/ 4.ALL H"ARDWARE SHALL BE 6ALVANIZED,U.O.N. w iL- N O " Q„a N ANCHOR AND BOND EXISTING TO NEWL SAWCUT EX CONG WALL WHALE GONNEGT ON, Z CJ Z IlJ USE: #5 EPDXY COATED BARS EMBEDDED 3'-6"BEYOND PROP LINE 12 IN PROPOSED CONCRETE ANCHOR AND z y Z I— ,r W/DRILL HOLES FORy�"��THRU BOLT W/ WASHERNot , n www.di9 Orn cri.com M 6 IN EXISTING CONCRETE SEAWALL, of N�`'lf(0FK 0V www.ca]181l.com O z O Q 12" O.G. HORIZONTAL, 12" O.G. VERTICAL, AT HEAD AND END ON EACH LEG (TYP 2 PLG5) KON i 1 A1C) (for other states) L O 6" MIN EDGE D15TANGE (TYP) RIP APPROX. 2Y2' ALONG LENGTH yq 800-212-4480 ( 811 < v ANCHOR W/KELI6ROUT EPDXY OF PILING SHEET,(THIS LOG ONLY) y2, THW BOLT W/ WA5HER, PA55 THRU 6x8 WHALEy ----AND EMBEDDED 8" IN EXISTING CONCRETE .__l �� Bylaw,excavators and contractors working in For safety reasons,homeowners are strongly n J� SEAWALL, 12 O.G.,ANCHOR W/ KELI6ROUT EPDXY, the five boroughs of New York City and Nassau encouraged to call as well when planning any 41n– STRADDLE PROP05ED PERPENDICULAR PINS and Suffolk Counties on Long Island must type of digging on their property. 4L / \ contact Di Net,1-800-272-4480 or 811,at least Homeowners can contact us direct) at y SEP 2 C ENLARGED VIEW L3 - PARTIAL PL 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the (excluding weekends and legal holidays)prior national call before you dig number.For ` 1 to beginning any mechanized digging or excavation work completed on personal CONNECTION DET IL excavation work to ensure underground lines property,it is the contractor's $Citthold Taw, are marked.Excavators and contractors can responsibility--NOT the homeowner's--to Q Board Of TruStCP also submit locate requests online,through contact DigNet.Having utility lines marked PROPOSED NEI C HBO R I NO SE/41�,4LL STABILIZATION ITIC.If you do not currently use ITIC,please prior to digging is free of charge. _ (LOCATED ON EAST SIDE OF 5UBJEGT PROPERTY AT B.O. BANK) SCALE: 121 = 1'-O° call 1-800-524-7603 for more information. Z of 5 �Rachel Levin Murphy 1 21695 Soundview Avenue,Southold 1000-135-1-7 - Alki - kI VI K x: '• _ - _ - F't:;�. ��/ ar 4`�a'i _ - _ �•-'�•-�,.,� .- -9111► 9/202RZ h 1M r .0 t 1 •`� 1. 111 � r y \� �'(Z1�j rad t•`r k' a,�, `; < � � �� n _ �•---��.. �}��•` '.-( y_`/��, ,� ��V` ,�" 1 �(' ?�..` �/L<��Yom(A.�`'/� ��,� Jr F.J'i t � / / f /'. *�'^ �"r l•2t- � '- � TZ • .. yr ,T< � � 1'y�,�t r ,,��. ��' � r I. .ty',�.: �'�> a i• +.'�1 1' •w � s _ i Y,. /Yi `'• N/ 1'JI�,{ /� 1 - '� % � .. `' �k � Cb�I`n (N ISG V Y � � � •' 1 �• ' MI� � �'�,�1 r � - a,r,_ !j I l - It 1'�, %�i ` M1{ � ' � ;`:, 11 / 9/2022 8 : 56 t 1: 1 FAt EN-CONSULTANTS December 7, 2022 : Town of Southold Board of Trustees 54375 Main Road Post Office Box 1179 Southold,New York 11971 Attn.: Diane DiSalvo Re: Rachel Levin Murphy 21695 Soundview Avenue, Southold SCTM#1000-135-1-7 Dear Ms.DiSalvo: Enclosed for your file is the 30-Year Maintenance Agreement for the proposed bulkhead project at the above referenced property. I hope this submittal shall enable issuance of the Wetland and Coastal Erosion permits. Thank you for your attention to this matter. Sinc ly, phens Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting 47 Glenn Goldsmith,PresidenttiCOGy.� Town Hall Annex A.Nicholas Krupski,Vice President ,� 54375 Route 25 Eric Sepenoski y P.O.Box 1179 Liz Gillooly %1� Southold,NY 11971 Elizabeth Peeples �� '' Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: En-Consultants on behalf of RACHEL LEVIN MURPHY requests a Wetland Permit and -a Coastal Erosion Permit to construct approximately 201 linear feet of steel bulkhead with a 12' easterly return in place of existing 133 linear feet of fiberglass bulkhead and approximately 69-linear foot portion of existing ±73 linear foot concrete seawall; install reinforced concrete anchor at property line on landward side of±4' portion of concrete seawall to remain; remove existing concrete steps to beach; backfill with approximately 50 cubic yards of clean sandy fill to be trucked in from an approved upland source; construct 4'x43' wood boardwalk between existing stone steps down embankment and proposed 4'x6' wood landing and 2' wide retractable stair to beach; maintain 10 foot wide Non-Turf Buffer (sand and/or gravel "splash pad"), along landward side of new bulkhead; and restore disturbed portions of naturally vegetated embankment with native grasses as needed. Located: 21695 Soundview Avenue, Southold. SCTM# 1000-135- 1-7 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation' Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples i I SURVEY OF LOT COVERAGE CALCULATIONS landward to top of bank PROPERTY `\ , (area = 20,462 SF) SITUATE EXISTING VILLAGE OF SOUTHOLD 1 COVERAGE BREAKDOWN TOWN OF SOUTHOLD HOUSE = 2,228 SF COVERED PORCH = 613 SF SUFFOLK COUNTY, NEW YORK GARAGE = 717 SF S.C. TAX No. 1000- 135-01 -07 SHED = 101 SF SCALE 1 =30' TOTAL COVERAGE = 3,659 SF OCTOBER 18, 2017 1 O' EXISTING LOT APRIL 12, 2018 — ADD COASTAL EROSION HAZARD LINE 211 \ COVERAGE = 17.9% landward to top of bank p ECEIVE 0 26' 45 11 o SEP 2 6 2022 NSouthold Town N Board of Tnmtm O J J LONG ISLAND SOUND � CONC. CONC. SEAWALL HIGH WATER ALONG WOOD BULKHEAD SEAWALL12 -- -- 1 - -- _C. _ _ 13 11 BQIIO►�OF" - �— _- 14 !/ 1213 14 J117 PS ZONE VE 16 �. .� c ZONE VE 16 18 20 21 � lir ZONE X W ZONE XW �� I�o+ COASTAL EROSIONI HAZARD LINE00D w I 123 m 268' / oCO�� SNE No2110—5 SE f �pN�R x MEZER 66 O COrtC• B\ 5 9 FRP PGE S � GPR PGRGH CSC. \ •O R BR1C 5 WPti 20$ O P / J N/O/F GEORGE VASILAKIS 19.13 O ASPHALT w y�0 I X j NN, DRIVEWAY \\ 0.73 I \� \ X 16.49 X 4 \ \ \ �� \ X \ 16.66 AVERAGE FRONT YARD SETBACK �lS j \\ 6 F� 15.9s LOT #6 — 31.8' .00 FStar LOT #5 — 58.6' \ sP� 15 ENj LOT #4 — NO STRUCTURES Q LOT #3 — 25.5' 1s.6 F`PGPo�E — -16 LOT #2 — 31.8' 20 V SPUt Rp11 FENCE LOT #8 — 41.9' of PP�MEN 16.75 Q LOT #9 — 3.2' »9'S ox Eo _—��17 .(� LOT #10 — 2.4' GA E .4piii.6 \ 1726 LOT 11 — 6.3' i,s, V '' TOT� = 201.5 1B.96 18 o7,j0'1 00 ��` 201.5/8 = 25.2' AFYS 19 ^o U 19.54 HYDRANT AREA WATER METER S O deeded property line = SPOT LIGHT NOTE: LOCATIONS AND EXISTENCE OF ANY GV SUBSURFACE UTILITIES AND/OR STRUCTURES 44,01 4.1 sq. ft. p GAS VALVE NOT READILY VISIBLE, ARE NOT CERTIFIED. 1 .010 ac. THIS SURVEY IS SU.ECT TO ANY EASENENT a n d w a r d t o top o f bank = METES AND BOUNDS SURVEYING OF RECORD AND ANY OTHERMETESPERTINENT FACTS WHICH A TIRE SEARCH MIGHT DISCLOSE 20,462 sq. ft. 53 PROBST DRIVE 'UNAUTHORIZED ALTERATION OR ADDITION TO A 0.47 ac. SHIRLEY, NY 11967 SE7209,MS A'VIO VIOLATION ARTICLE D134, SECTIND O SURVEYOR'S PHONE (516) 972-5812 EDUCATION LAWSUBDIVIS" z, OF THE NEW YORK STATE surveydude®optonline.net "Copies from the original of this survey map not marked with an original of the land surveyor's inked seal or his embossed seal LOTS: 07 BLOCK: 01 SECTION: 135 DISTRICT: 1000 shall not be considered a valid true copy.- NOTES: •Certification indicated hereon signify that MAP OF: this survey was prepared in accordance with the existing Code of Practice for Land Surveys 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM adopted by the New York State Association of Professional Land Surveyors. Said EXISTING ELEVATIONS ARE SHOWN THUS: 00.00 SITUATED AT: VILLAGE OF SOUTHOLD certifications sholl run only to the person " TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. for whom the survey is prepared, and on his behalf to the title company, governmental agency and lending institution. Certifications are not transferable to additional institutions or subsequent owners." 2. FLOOD ZONE INFORMATION TAKEN FROM: CERTIFIED FLOOD INSURANCE RATE MAP No. 36103CO158 H TO JOB NO.: 17-293A ZONE X: BASE FLOOD ELEVATIONS DETERMINED DATE: APRIL 12, 2018 TIE REMAINS OF COASTAL CONSTRUCTION 5TRU6TURE5 SHALL BE MOVED FROM THE AREA OF WORK. TH15 INGLUDE5 BUT IS NOT Q GENERAL OTES: CONTRACTOR TO PROVIDE 50 CY OF FILL 26�A 'l L ITED TO CONCRETE SEAWALL CONCRETE RETURNS AND STEPS O o I. CONTRACTOR SHALL GK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO ALL FILL USED SEAWARD OF T.O. BLUFF 1 ONGA5LA P a0UNt� , o , ,, '� : •• a f D BULKHEAD AND THEIR FOUNDATIONS/SUPPORT SYSTEMS. ALL STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF MUST BE CLEAN AND COMPATIBLE TO EXISTING ; PROPOSED DEMOLITION: M TERIAL SHALL BE HAULED TO AN APPROVED UPLAND SITE •O THESE PLANS AND M WORK AGR WITH SAME. SAND FOUND ON SITE AND MUST BE PURCHASED �� ,1 Q'�OIF CONCRETE SEAWALL TO BE DEMOLISHED 2. SEE DEMOLI-ION AND ACTION(DWG No.2) NOTES PRIOR TO COMMENCEMENT O FROM AN APPROVED UPLAND SOURCE. WEST OF BEACH ACCE5 STAIR- t4'LG RETURN(WEST), f16'L6 5E TION AND f4'L6 RETURN 6 STAIR OF WORK EAST OF BEACH ACCESS STAIR- t4'L6 RETURN 0 STAIR, t48' LIS ECTION,AND \1 3. ALL WORK 54ALL GO J ORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION77 LONG ISLAND �aw�� AND BUI DINS CODE AND r P• 1. EX. STAIR/ WALK/ PAIN TO BEACH 0. L ALL RULES AND REGULATIONS OF THE TOWN OF �. Or1�/ S )THOLD. www.di netn cli.com -i s x d �s I t '4 4 y,• �'' .k i 9 a SOUND 35H,x 112'L67 TO BE REMOVED SEAWALL g v / EXISTING CONCRETE 4. IF IN THE COURSE OF N5TRLIGTION A CONDITION EXISTS WHICH DISAGREES WITH � c�N'11J1'�'KCI1'f or • •M`""; �'' � ALL DEBRIS SHALL BE HAULED TO AN APPROVED UPLAND SITE. LN www.ca11811.com _ sr • �'"•p>z e s» TO R1 THAT AS INDICATED O THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND v ,OI��I I�rNC :, ,• u • SEE'51 TE PLAN -PROPOSED WORK'FOR ADDITIONAL WORK IN 15 AREA,THI5 Dhk5. TO BE RE1 ED I NOTIFY THE ENGINEER HOULD HE FAIL TO FOLLOW THIS PROCEDURE, AND (for other states) / CONTINUE WI-H THE RK,HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY 800-2 i 2-�q80 511 Mfg ' GUT 3.5'BEYOND ( � PROPOSED DEMOLITION: ' ARISING THEREFROM. f133'LONG FIBERCLA55 BULKHEAD TO 13E DEMOLI5HED,ALL DEBRIS / ' PROPERTY LINE(MIN) 5. 5)�SCOPE OF WORK OR REQUIREMENTS PRIOR TO GOMMENGING WITH ANY ..3� tbq V� SHALL BE HAULED TO AN APPROVED UPLAND 51TE. SEE 'SITE PLAN- �! cn NEIGHBORING DEMOLITION OR NEW K. By law,excavators and contractors working in the For safety reasons,homeowners are strongly ,'',ti' ",�" �" f!,• '`-r'.t�(,`(`„ ' r..•', ' five boroughs of New York City and Nassau and encouraged to call as well when planning any °:` :x �'' ! ,•ci." `ry , ' , 'O PROP05ED WORK FOR PROPOSED WORK IN THIS AREA,THIS DWS. Ex GONG,5EAWALL b. BEACH AGCES5 SHALL BE IN5TALLED PER BEACH ACGE55-SCOPE OF WORK, Suffolk Counties on Long Island must contact type of digging on their property.Homeowners 1� .. h •r.,"�a,. ,n.Y.r i HIGH WATER LINE AIA VED TO REMAIN N,YS, BUIL..DIN6 CODE INFORMATION PROVIDED ON DW6 N0.2 DigNet,1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by 1133' SEAWAI L CO SAWALL TO BE REPtO 7, NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIES OR but no more than 10 working days(excluding calling 811,the national call before you dig � ;•°r`•,j>r r, ,,;� ', ',: °::•a,<r;",;,t:`• + NEIGHBORING HIGH HATER ALONG TO BE RMVD �:................ ,,....... _ II weekends and legal holidays)prior to beginning number.For excavation work completed on ,. : REMOVED ",................... to EX.STEEL BULKHD EXIST.FIBERGLA5S BULKHEAD TO BE , O r 1.................... ..... . ................ : _ SEAWARD OF PROPOSED BULKHEAD h .............. ....................... , . � - 8 NSTRUGTION SHALL SLOPE MAIN 13 t RE ................................ ................. . . _ _ _ AWAY AND BLEND INTO INTO TO -•,, ..........?..-. i` e for o any mechanized digging or excavation work personal property,it is the contractor's GRADING AROUND GO ensure underground lines are marked responsibility--NOT the homeowner's--to Contac _ EXISTING SLOPE. Excavators and contractors can also submit DIgN t.Having utility 1(nes marked pr' t Imo..,�..._._... � 14 OGP�T ION MSP EX. BOTTOM 0 BANK -/ - i r- - _ Q. DO NOT SGPLE DRAWL GS. WRITTEN DIME3VSIONS SUPERSEDE SCALED locate requests online,through ITIC.If you do not digging is free of charge. NOT TO �J�iALE _ _ 15 currently use ITIC,please call 1-800-524-7603 it _ -+- - _ GONG t5 ---fib DIMENSIONS. THE ENGI EER HAS NOT BEEN RETAINED FOR ON SITE INSPECTIONS for more information. NEI56HBORING STEEL -� _ - - - - - - - AND/OR OBSERVATION OF THE CONSTRUCTION. NOTE: SAN IGHIIDL - -- �EX'ESTaNE - ZONE MACHINERY ACCESS FOR WORK FOR THE PROP05ED BULKHEAD IS FROM o THE RESIDENCE'S EAST 510E OF DWELLING. BULKHEAD RETURN IZ - � 13_�-- - - - � _- - - - � '-�-- STEPS 14 15 �- _ --"_- - � ._ 1'6-REMAIN f.--��a/�^ VE 16 ZONE ,. _'?-- = =-- - - X TePr \` LEGEND: Q PROPERTY LINE PROPOSED C ENERAL VE 16 _ - _ - �--= DEMO NOTES: 20 `�_�' \ EXI5TING TO BE . . . . . . " . . . . . . . . . . . . • • ZONE X BULKHEAD REPLACEMENT PLAN: I.START OF DEMOLITION SHALL ONLY BE61N � \ II 1 REMOVED/RELOGATED AFTER THE DEMOLITION CONTRACTOR \ GOf'.STAL EROt)ION HAZARD LINE TBR = TO BE REMOVED 51TUATE AT: SOUTHOLD, NY 5 TM No.: 1000-135-01-01 HAS BEEN 5HOWN THE PROPER REPORTS TOWN OF 50UTHOLD FEMA FLOOD ZONE: X STATING THAT ALL HAZARDOUS ZONE X \ ) EXISTING CONTOUR 6 SUFFOLK COUNTY, NEW YORK U5E: RE51DENTIAL MATERIALS HAVE BEEN REMOVED FROM T51T LOCALLY 5 ROVED METHODS STATE, I 10' NON-TURF EiUFFER: / /j j�/j� / DATUM: NAVD IQbB PROCEDURES FOR THE MATERIAL IN PARTIAL SITE PLAN - DEMOLITION ��j/;j//� SITE DATA: EXISTING: PROPOSED: QUESTION. AREA OF SITE: 44014 SOFT. N.G. 2. ALL STRUCTURES, BOTH ABOVE AND BELOW GRADE ARE SHOWN AS A GUIDE FOR DEMOLITION.LOCATION OF (I.Olac TO TIE LINE) SUBSURFACE STT�UCTURE5 ARE ESTIMATED TO BE LOCATED AS SHOWN.THE CERTIFYING ENGINEER DOES NOT ATTEST TO THE ACCURACY OF THE LOCATION OF THE SUBSURFACE STRUCTURES SHOWN OR TH05E AREA OF DISTURBANCE: -] STRUCTURES NOT SHOWN. 20 10 O 20 40 60 50 3.THE DEMOLITION SHALL BE PERFORMED BY THE CONTRACTOR(5) AT THEIR OWN R15K AND LIABILITY.ALL GRAPHIC SCALE 3,510 SQ.FT. (0.0806 ac) DAMAGE TO THE RIGHT OF WAYS,SIDEWALKS,GURBIN6 BOTH ON 51TE OR ADJACENT TO THE DEMOLITION AREA WILL BE REPAIRED OR REPLACED 50LELY AT THE GONTRAGTOR'5 EXPENSE. METE PLAN BASED ON ORIGINAL SURVEY BY: 4. TO THE BEST OF THE ENGINEER'S KNOWLEDGE,NO ENVIRONMENTAL HAZARD(5), THAT GOULD BE AGGRAVATED 53 PR AND BOUNDS SURVEYING BY THE DEMOLITION PROCEDURE:, EXISTS ON THIS SITE. N 53 PROBST DRIVE 5. THE GONTRAGTOR IS ADVISED TO USE CAUTION WEEN EXGAVATIN6 AND REI40VIN6 5UBSURFAGE 5TRUGTURIa, O STEEL BULKHEAD NOTE : SHIRLEY, N.Y. IIa61 PIPING,ETC.,DUE TO THE LIMITED AVAILABILITY OF INFORMATION CONGERNIN6 SUBSURFACE UTILITIES. •O `0 50RVEYDUDE@OPTONLINE.NET •, 6. ADEQUATE FENGINO 15 TO BE ERECTED AROUND THE PROPERTY LINE,BY THE CONTRACTOR PRIOR TO THE O_ 00 I.STEEL SHEET PILE BULKHEAD(B.O.EMBANKMENT)54ALL BE SURVEYED: OCT 18, 2011 C(1 START OF DEMOLITION. THE CONTRACTOR 15 TO MAINTAIN THE FENCE DURING THE DEMOLITION AND THE N INSTALLED PER LB F05TER PILING AND 6ERDAUAMERISTE LAST REVISED: APR 12, 201b (`{� FENCE 15 TO REMAIN IN PLACE UNTIL ALL EXCAVATIONS HAVE BEEN FILLED WITH SUITABLE BACKFILL OR THE O INSTALLATION RECOMMENDATIONS. � Q PROP05ED SUBSURFACE 5TRUGIURE(5) HAVE BEEN IN5TALLED AS SHOWN ON THE PROP05M 51TE PLAN. 2.CONTRACTOR SHALL ORDER STEEL SHEET PILE K FACTORY APPLIED EPDXY COATIN6 TYPE,THICKNESS AND AREA RAISE 7.EXCAVATION PROCEDURES SHALL BE PERFORMED BY THE GONTRAG70R(5), IN ACCORDANCE WITH ALL APPLICANT/OWNER: FEDERRAL,STATE AND LOCAL GODES AND RE6ULATION5. A5 SPECIFIED. N 3.CONTRACTOR 5HALL USE EXTRUDED Z-PROFILE CONNECTOR A5 RACHEL LEVIN MURPHY w 5HOWN HEREIN. 1 4.ALL HARDWARE 5HALL BE GALVANIZED,UDN. NOTES: �'`'� (Y P) 211 •,� I. ELEVATIONS ARE REFERENCED TO NAVA. IQ88 DATUM O) \Q 2. FLOOD ZONE INFORMATION TAKEN FROM: `' PROPOSED FLOOD INSURANCE RATE MAP NO. 36103GOI58 H w m X 0261�5 $ HOODWB E43 L.F.WD WALKWAY ON® TION ZONE X: BASE FLOOD ELEVATIONS DETERMINED `0 Z < 1,416, LONG SLAND SOUND LL • (1) 4.0'x 6.0'W ACGE55 LANDING PROVIDE INDEPENDENT HANDRAIL AS SHOWN O PLACE BEACH 5TAIR LANDING IMMEDIATELY MM Q APPROXIMATE +201 LF 5TEEL BULKHEAD SEAWARD OF PROPOSED STEEL BULKHEAD i�-�-I Q 3- TO BE CONSTRUCTED IN PLACE OF EXISTING 1133 LF / �, (L LU � FIBERGLASS BULKHEAD AND 14l LF CONCRETE PROPOSED STAIR TO BEACH: C� AREA E. WORK SH BE LIMITED T0: / ' 2'WIDE x 16'LONG RETRACTABLE ALUMINUM SEAWALL TO BE REMOVED. •LINE E .EXCAVATION DUE TO PROPOSED � Q SEE INSTALLATION DETAILS ON DWG NO3 BUL AD ANCHORING SYSTEM / FLIP-IP STAIR W/RAILIN6 TO CODE �-I = N •APPA X 12'OFF5ET FROM LANDWARD MME DETAIL AND 130X87 INFO,THIS DWG) - TIE NEIGHBORING STEEL BULKHEAD TO / F-l-� ,+ PROP.STEEL BUJKHEAD,CONTRACTOR p- �i 510E BULKHEAD STEEL PILING. / . tb9g RETRACTABLE (� SHALL ASSURE NO PASSAGE EXISTS cs o v_ •5EE TION b,THI5 DWG 'FLIP-UP' EXISTING CONCRETE SEAWALL ON BETWEEN BULKHEA05 AFTER PPOP05ED / STAIR TO BEACH NEI6HBORIN6 PROPERTY TO BE 5AWGUT. INSTALLATION,SEE DWG NO3 4* x o n? LOW HATER MARK / 4!x(91 BEACH STABILIZE EXI5TIN6 SEAWALL 0 � �� ON 10-15-2011 / Ac6Ey LANDING 7= - ANCHOR AND BOND EXISTING WALL TO PROPOSEDE EV � Um /, D SECT REINFORCED P.G.ANCHOR(LANDWARD OF EX. A -n HIGH WATER MARKS' '✓� 1 120' SEAWALL),APPROXIMATELY 3b'w x bO'cp x 12% H16H WATER MARK M a EL. 14.0' (3500 P51 CONCRETE) ENGINEER: S 6 EL. i4.0' 3 ON 10-18-2011 ON 10-IS-2011 1143' HIGH HTR ALONG P P.STEEL BULKHEAD '4w - II _ _ = pF EF VV _ �� YO • � _- _-I� PROPOSED _�\ - - - -_ - --- - ? _ _ 13 12'RETURN CONSTR.W/STEEL SHEE- �-` FSC. TTCH OF BANK /' 414 i �� PROPOSED 10 W NON-TURF BUFFER --• _ _- _ - - - - - - �- AND/OR 6RA 'SPLASH PAD') - - _ - - - _ m.. y�\ - �" = _ - - � �k EXISTING __ - 15 NOTE: NEIGHBORING STEEL -� -� _ - _ - _- - - Ex.srONE EX TOP 0> BAiIK -I� ALL PLANTED VEGETATION WILL REQUIRE I_ J - - - = - _ - -�5TEP5 MONITORING OVER 3 GROWING SEASONS. BULKHEAD RETURN � ' ""�- � - - ' ZONE I _ 15 �- _ `_ _ -_-'_ - - _GONG WALLS ZONE = _ - - __- -tX.-Ter-CNK, TO REMAIN VE 16 PLANTING SCHEDULE °F NPS li -� I� - - ,- s z ,,:aw e'm ,n:ra tm* msrnr<n: p�N, e q. ,t., PROPOSED GRASS AREA(MIX OF AMMOPHILA BREVILIGULATA) BEACH JEFFREY T. BUTLER, P.E. 20 VE 16 �...._��-':. - �-_�' (LIMIT OF WORK AREA \ h 2 �V (1300 SFJ FOR BEACH ZONE X a.•.., .. .,_.,µ>. NATURALLY VEGETATED ANKMENT \ GRA55 2-3 COLUMNS PER PLANTING HOLE 12 O.G MAX.WITH PANIGUM ANDWARD OF 10'NON- BJFFBR... AGGC�'S CO 110 EXISTING VEGETATION B VIRGATUM) SWITCH 6RA%AT 2'-0' O.G.,2 6AL.CONTAINER). p •ON NATURALLY VEGETATED SLOPE TO BE PRESERVED DISTURBED AREAS SH BE I � .. � � ,J RESTORED WITH NATIVE 55E5 • * TO MAXIMUM EXTENT PRACTICAL �TpL'�OSION HAZARD LINE •ALL DISTURBED AREAS TO BE RESTORED WITH NATIVE \ \ \ UPON COMPLETION OF NL�iTRUGTiON f'0 6RA55B UPON COMPLETION OF CONSTRUCTION AND ZONE X \` •MAINTAIN ON A VEGETA D BUFFER \ EL 18A' MAINTAINED AS A VEGETATED BUFFER Q 17- ZONE SEE SECTION b,THIS D / e EL. 20.5 s EL. 19.0 3y, N/O/F \\\\ •SEE PLANTING SCHEDULE,THIS DWG PROP05M BULKHEAD GAP 6 APPROX.EL. 10.13' 1 o q0' `2q 1�p' ESTATE OF ANDREW EL.IbA' //\/i\'r }' O }- '/� UNG ED N x Z. LEVIN 112'MIN EXCAVATION CAP CONSTRUCTION: 2x TOP PLATE,(2)2x8 FRONT\!\%\ \/\�\/\ \ \ d BALK(ALL GGA WM1313Z,FOR INFO SEE SHIT 3) 7- GRAPE Z \ PATI ON POOL /\ii'/ii i\/ �/\ READ FOR BULKHEAD ANCHORING (U.G) \q5 66" DEEP) EQUIP. El.14.0 (� ( X \ \\.\\ / r\�i\/\\\r\\,\., 10.0'NON-TURF BUFFER ((� } \ 25 EL.21.o 16x30 / EL.120' (GOARSAND AND 6RAVEIJ 3 F-1 W O 0 z 5' IN-GROUND ;; ;, ;; \ COVERED POOL(U.G.) DRYWELL - \ EL, 19.50' FOR / F-1 I-- 1 PORCH EL IOD' „i;; „'i;%\i'��\i\r\\,, T.O.71MBER PILE 0 EL f10.25 EL.10.0' Z < Q_- \\ PGP 9 2 STORY HOUSE PATIO FOOL(U.G.) \ \ O 117 G Q \\i,;/�\�i'`\\ ' TD.STI.SHT PILING @ EL.X00 W I � � \ D (4' DEEP) y\/'\i� GALV.TIE RODS CELLAR Q EL.BA �i\ 15.01 STAIR(U.GJ NNDER GO1�l5TRUGTION) 9 \off .. EL i \\ ON GONG. FOUNDATION PATIO ON \,� 1 I.4' (2) VI WHALES � � � � LU U 0 BEDROOM S- GRADE H-6:0' \/\% \ i�i\ \. EL b.0 } N N/O/F ` \ �� s F.F.E. = 21.5 -°� EL. t4A' N GEORGE VA5ILAKIS \ EL. 19.5 1 N p 36 k \�i/\, APPARENT HI6H H = < 0 O ATTACHE o, o \6 0' H 40 �i . B.O.STL BLKHD @ EL. 14.0 L WATER MARK w N GARAGE 20. i \i i\; \ \ _.. 1, G.F.E. = 19. 0' 0 , , \ l �, :\ 7/7777777-\7\- 7 < v\ 11 I O EL 19.0 \\��\j � �`�;%<i,�/ �ir�.�/'�i',., �.• �\ix ,� 20 73 \� PORCH (U.G) j\/ \\; \ 10'O\GGA i' 0 ` O p COVERED 8-.2.0 \ , \%` i / EL 2.0' 0 Ix `, i / \ ,- 0 EL.21.0 ` x <�.66 C LLL N 1 \ j EXCAVATE FOR INSTALLATION OF / / \\ \j AT L06 i•;;', G// Z �{ 0 \\ �\�, �\:"'��%\;\\jam\�`y /•��:; � � � ASPHALT DRIVEWAY BULKHEAD ANCHORING. FILL j . %j\; EL. 19 5 NNIDeR GONSTR) 50 \\GE VOID WITH EXCAVATED MATERIAL !!\ _ \: ��.\' " OLL l O F� WHEN INSTALLATION 15 COMPLETE - ---10'�x12'LG CGA ;';'\ Z a ASPHALT / I GX. c (SEE GOMPAGTION NOTE5,5HT 2) 4 VOL.,DEADMAN . . ,,, w / D VEWAY I •$4 /' \, 10'@ x 24'L6 i� 7- CCA E- � � 1 PILI=,b'D.G. '� � 0 Z Q I 0 15 58 (TYPICAL) {� I ' L Lob' 18 E � j � -lu 20 ✓X �P�� °� x.24 SECTION 'D' E C E I � / f 16�� x B.O.5T'L 5HT PILING N CL P A(5 E • / C,V cam \, ! O EL.(1) -IOD' • SITE PLAN - PROPOSED o ELE�,4TION DET,41L - R 0- D LB FOS ER HOT RDu`N PZGI EL PILING ;<; >- - - - - - SEP 2 6 202 < LB FOSTER PILING,P/N PZGI3 ;i \ PROPOSED STEEL BULKHEP�D AND 20'141614 x 1201 L.F.STEEL BULKHEAD, %. RE-VEGETATION OF DISTURBED ARES AND(1) 12'RETURN �. LE _ �� (SEE DWG N0.3 FOR DETAILS) 6 EL.(f) -1335' BSouthooard of d o wn M�., 11_51 A� <\ B.O.TIMBER PILE SoutholdTown - v1� SCALE: 3116 I-0 20 10 0 20 40 60 80 JGRAPHIC SCALE I" - 20'-0° �' 896 Fp.F \ SO� � 5EE SHEET 2 FOR BEACH AGGE55 DE-516N AND REQUIREMENTS. \ _ \ \ � 3 Z of 5 COMPACTION NOTES: � l CL• NON-TWuzF M I I\-)I \ BEACH ACCESS SUB DE BUFFER � . °` GENERA SCOPE OF WORK: I.IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE SUB GRADE MUST BE PROPERLY 5.THE ENGINEER RESERVES THE RIGHT TO HAVE SOIL TE5TS P ED TO CONFIRM THE I PREPARED. THE CONTRACTOR 514ALL PREPARE THE 5U5 GRADE IN ACGORDANGE WITH SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SH SPREAD AND COMPACT THE F�- I. CON5TRUCT(1) 4'Wxi43'L6 WOOD WALK W/RAIL TO CODE 14' LANDING THESE SPECIFICATIONS,USING THE NECESSARY MEANS AND MATERIALS TO PROVIDE THE FILL MATERIAL IN b INCH MAXIMUM LIFTS. EACH LIFT SH BE COMPACTED TO q5%OF THE C,� „ I ' () xb' WD SPECIFIED RESULTS. NOTHING IN THE FOLLOWING SITUATIONS GAN BE FORESEEN. OPTIMUM DENSITY. COMPACTION SHALL BE ACCOMPLISHED AT NO LE55 THAN OPTIMUM b FNS. �, I p 1 W/ RAIL TO CODE AND (1) RETRACTABLE WL6 'FLIP-UP' ALUMINUM 5TAIR AND THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE CONTRACTOR OF THE MOISTURE CONTENT UP TO 2%WETTER OPTIMUM DEN5ITY A OPTIMUM MOISTURE CONTENT RAIL TO BEACH (24" WIDE) RESPONSIBILITY TO NOTIFY THE ENGINEER OF SPECIAL PROBLEMS,AND IN THE END,TO SHALL BE AS DETERMINED BY ASTM DI55 f. NO RUBBLE. SH BCXI DEPS OR OTHER DEBRIS - X 35 LG �' A. MATERIAL5 TO BE USED (WOOD WALK): PROVIDE A SOUND SUB GRADE. WILL BE AILLOHED AS FILL MATERIAL IN ANY USAGETC%CSF c RAIL 2.USING SOIL TEST DATA b.FOR UNSTABLE SOILS WITH LE55 THAN 250 P5F COHESION ULTIMATE BEARING CAPACITY FF T�� - { I I. 4x4 POSTS(WD WALK), U.O.N. A AT ITS OPTION,THE ENGINEER MAY PROVIDE 501L TEST INFORMATION TO THE OF LE-55 THAN 500 PSF,6EOTEXTILE FABRIC SHALL BE INS ALLIED IN ALL UTILITY AND PIPING Mq�t, I \ 2. 2x(b FLOOR 4 RIM JOISTS, U.O.N CONTRACTOR. IF PROVIDED,TI-E DATA WILL INCLUDE CLASSIFICATION OF THE 501L IN TRENGHE5 AND TANKHOLES TO REDUCE MIGRATION OF FINE AINED SOIL AND SEPARATE I 3. 2)<b DECKING,U.O.N. ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM(ASTM D240. THE DISSIMILAR FILL MATERJAL5.THE 6EOTEXTILE MATERIAL 54ALL OVERLAP ADJACENT F� - I 2. ALL HARDWARE TO BE GALVANIZED. SIGNIFICANCE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER. 6EOTEXTILE MATERIAL BY A MINIMUM OF 12' AS NECESSARY TO COVER THE INTENDED AREAT�` 1' I �-. 3. ALL LUMBER TO BE GGA, U.O.N. B.SOILS DESIGNATED AS I IGH..Y EXPANSIVE(CHI,MHO,AND OH)MAY REQUIRE LIME GEOT7=XTILE FABRIC,SHALL BE GTI=130EX,TYPAR 3401,G11=SOEX,OR TYPAR 3601 AS 5TABILIZATION AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS. 5"SPECIAL MARKETED BY EXXON CHEMICAL AT I-800-54-EXXOK l' I TREATMENTS WILL BE DETAILED IN THE 51TE BID DOGU"a4T5 IF THE C05T IS TO BE 1.BAC KFILLIN6 TANKHOLES,ETC.- INCLUDED TC:INCLUDED IN THE CONTRA(TOR".3 BASE BID. . BAGKFIH FOR ANY EXISTING TANKHOLE5 SHALL MEET THE I ZEQUIRD-ENT5 OF THI5 SECTION. 1 WOOD CONSTRUCTION G.SOILS DE-5167NATE P A5 HIGHLY ORGANIC(OH,OLD,AND PT)MAY REQUIRE 5ELFGTIVE LIKEWISE,BACKFILL FOR OTHER HOLES LEFT BY REMOVAL 5F SWIMMING POOLS,BASEMENTS, I REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT OF TH15 TREATMENT ETC.SHALL COMPLY WITH THI5 SECTION ALSO. 1 WILL BE DETAILED IN THE SITE DOCUMENTS IF THE COST IS TO BE INCLUDED IN THE 8•BACKFILLIN6 TRENCHES: f MEAN HI6 WATER LINE 9 BEACH ACCESS NOTES: WILLGONBE DETAILED BASE SID. BACKFILL FOR UTILITY TRENCHES SHALL BE WELL-GRADED CLEAN,FRESHWATER SAND,FREE D.THE CONTRACTOR SHALL IfLPEGT THE SUB GRADE AND NOTIFY THE ENGINEER OF ANY OF 51LT AND CLAY PARTICLES.BACKFILLING SHALL OCCURIMMEDIATELY AFTER THE LINE OR PROPOSED= f I APPROX. L. 4.0' ALON6 \ I. ALL FOOTING SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE OF CONDUIT 15 IN FLACE TO PRECLUDE CAVING OF THE TREND SIDES. PRIOR TO INSTALLATION 4'x43'WO I PROPOSE STEEL BULKHEAD 2 TONS PER SQ.FT.AND SHALL HAVE A MINIMUM OF VI OF COVER. CONDITIONS REQUIRING SPECIAL CONSIDERATION NOT ADDRESSED IN THE 51TE BID OF THE LINE OR CONDUIT A 4 INCH CUSHION OF SAND 5HAL BE PROVIDED. WALKWAY I 2. DESIGN TIMBER 5TRE-55-DOUGLAS FIR,NO. 2 GRADE FB = 825 PI E = 1,200,000 P51. 00(UMENT5. THE EXTRA COST OF UNANTICIPATED REMOVAL WILL BE BASED ON THE UNIT COSTS PROVIDED WITH THE BASE BID. THE G05T OF UNANTICIPATED LIME 5TABILIZATION Q.AREAS OUTSIDE THE PAVING SHALL 13E FILLED AND GOMP TED AS NECE55AJRY WITH 501L W/RAIL 3. ALL METAL J015T HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE -TECO LINE OR OTHER SPECIAL TREATMENT'WILL BE NEGOTIATED. COMPLYING WITH THIS SECTION.EXCEPT THE TOP 6 INCHES HALL BE NATIVE TOPSOIL PER GORE ® PROPOSED BULKHEAD WHALE 1 \ GONt�EGTORS"OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOADS® CONNECTION SUITABLE FOR GRASS. AREAS REQUIRING OUT SHALL AL5C BE PROVIDED WITH 6 INCHES OF POINTS. INSTALLATIONS SHALL BE IN STRICT GONFORMANGE WITH MANUFACTURERS p SUB GRADE PREPARATION NATIVE TOPSOIL FOR GRASS. FINISH GRADE FOR THESE SHALL BE I INCH BELOW TOP I PROPOSED BULKHEAD WD PILE SPECIFICATIONS AND REGOMMENOATION5. ui OF CT1RB. AREAS SHALL BE SLOPED TO DRAIN AT A MAXI OF 4:1 UNLESS OTHERWISE I 1 4. RAILING TO COMPLY WITH NEW YORK STATE BUILDING GODS I.THE GONTRAGTOR��•I4ALL REMOVE ALL VEGETATION,SURPLUS SOIL,DEMOLITION RUBBLE,AND INDICATED ON THE 61TE OR GRADING PLAN. I 1 E.O. 5EAW SIDE OF BULKHEAD GAP \ 5. ALL LU43E9R SHALL BE CGA(UON). � OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL E3E PROMPTLY HAULED FROM 10.COMPACTION TESTING: I 1 b. ALL P05T AND DECK HARDWARE SHALL BE HOT DIPPED 6ALVANIZED,U.O.N..IN THE SITE AND DISPOSED OF IN ACCORDANCE WITH GOVERNING LAWS AND GODES. THE THE EN61NE ER WILL ENGAGE AN INDEPENDENT TESTING,LABORATORY TO PERFORM(1) A E.O. LAND RD SIDE OF BULKHEAD GAP ACCORDANCE WITH A5TM AI53. GONTRAGTOR SHALL SHAPE THE SUB GRADE IN ACCORDANCE WITH THE 6RADING PLAN, STANDARD PROCTOR TEST(ASTM D1551)ON THE FILL MATERIAL(OR NATIVE SOILI I PROPOSE RAIL TO CODE, INSTALL \ 'I. HANDRAILS (TRAND PLATFORM SURFACES TO BE BUILT WITH UNTREATED WOOD OR NG TAKING INTO ACCOUNT THE THICKNESS OF THE PAVING 5Y5TEM, THE TOLERAE OF THIS PROCTOR TEST(A6TM DI557)ON THE FILL MATERIAL(OR NATIVE 501E IF NO FILL 15 I COMPOSITE MATERIAL EX OR EQUAL). ROUGH 6RADIN6 SHALL BE WITHIN 1/2' HIGH TO I'LOW.DURING THIS OPERATION THE i PARALLEL TO BULKHEAD, APPROX 35'L6 \� CONTRACTOR SU5ED)AT LEAST 12 HOURS BEFORE THE CONTRACTOR INT IATES COMPACTION AND(2)SHALL NOTE ANY SOFT AREAS THAT BECOME APPARENT AFTER TRAFFIC BY A NUCLEAR DENSITY GAUGE(ASTI°1 02c[22 AND ASTM OWN)OR SAND GONE(ASTM I CONSTRUCTION EQUIPMENT AND LOADED TRUCKS. SUCH SOFT AREAS SHALL BE REPORTED TO THE EN6INEEIR FOR DETE2MININ6 THE METHOD OF TREATMENT REQUIRED,IF ANY. 01556) TEST AT A MINIMUM OF THREE RANDOMLY SELECTED D LOCATIONS TO MEASURE E.O. SEAWARD 51DE OF PROP. WOOD WALKWAY THE DEGREE OF COMPACTION OF THE SURFACE SUBG E. IF THE RESULTS FROM 10'W www.dignetnycli.com 2.MAINTAINING DRY SITE CONDITION'S: NON-TURF GENTERLIt� OF PROPOSED WOOD WALKWAY � � DURING,PREPARATION OF THE SUB GRADE AND UNTIL THE PAVING 15 IN PLACE,THE CONTRACTOR THI5 TEST FOR THE FILL OR NATIVE SOIL DO NOT MEET R EXLEED THE DEGREE OF C N'IiJ 1'�'.K �� or E.O. LANDWARD SIDE OF PROP. WD WALKWAY &,r%j 5 , wwr other state ) SHALL PROMPTLY TAKE REASONABLE MEA51JRE-�.• TO OBTAIN AND TO MAINTAIN A DRY 51TE COMPACTION SPECIFIED IN THIS SECTION,THE COST OF TING WILL BE DEDUCT® ��RM � A � ��C (for other states) CONDITION.SUCH MEASURES SHALL INCLUDE PUMPING OF FREE SURFACE WATER,MINOR FROM THE CONTRACT AMOUNT,AND THE TESTING(2) WILL BE REPEATED. I H HAND AND/OR MACHINE 5HAPIN5 TO FACILITATE WATER REMOVAL,AND OTHER II.THE CONTRACTOR MUST REMOVE THE EXISTING 5ANITARYSY5TEM IN ACCORDAME WITH yq 800-212-4480 811 OPERATIONS TO SPEED DRYING. THE STANDARDS OF THE 5L.014.5. CONTRACTOR IS RE5 ON51E3LE FOR ALL -a I 3.NATIVE 501L COMPACTION: IN912'ECTION5 AND 516N-OFF OF SAME. PROP D 4'W x t43'LG WD WALK TO COHESIVE AND COHE510NLE%NATIVE-501L SHALL BE COMPACTED TO q5%AND 100`�S OF THE 12.CONTRACTOR IS RESPONSIBLE FOR HAVING THE PROPANE PUMPED OUT AND 1-o I BEACH ACCESS PLATFORM (PARALLEL \ Bylaw,excavators and contractors working in the For safety reasons,homeowners are strongly OPTIMUM DENSITY RE5PE-GTIVEI_Y PRIOR TO PLACEMENT OF FILL. CERTIFIED AS EMPTY PRIOR TO RELOCATION Q five boroughs of New York City and Nassau and encouraged to call well when planning any I U�I TO BULKHEAD), INSTALL HANDRAIL ON Suffolk Counties on Long Island must contact type of digging on their property.Homeowners DigNet,1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by 4.FILL SELECTION AND GOMPAGTIOhL � II p i SE RD SIDE OF WALK but no more than 10 working days(excluding calling 811,the national call before you dig THE MOST DOST EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: -SAND-GRAVEL MIX(15 TO 3%FINES<0.02 MM AND(BR> IIIweekends and legal holidays)prior to beginning number.For excavation work completed on I t--1 any mechanized digging or excavation work to personal property,it is the contractor's GRAVELY SOIL(3 TO 6�FINES<0.02 MM AND GOR>8), 7C 1 ensure underground lines are marked. responsibility--NOT the homeowner's--to contact SANDY 501L5(3 TO 6%FINES(0.02 MM AND CBR>8), I tI Excavators and contractors can also submit DigNet.Having utility lines marked prior to SILTY GRAVELY SOILS(b TO 1096 FINES(0.02 MM AND 613R>8), 4 3 locate requests online,through ITIC.If you do not digging is free of charge. -SILTY SANDY SOILS(6 TO 15%FINE-5(0.02 MM AND CBR>B), �I currently use ITIC,please call 1-800-524-7803 ' for more information. -CLAYEY GRAVEL SOILS(OVER 2096 FINES(0.02 MM AND CBR>5), b -CLAYEY SANDY SOIL(OWER 20%FINES<0.02 MM AND CBR>5), m 11 U m I F M o NYS RESIDENTIAL CODE (IRC 2015 cz WET STEPS 6 STEP LADDER MEASURES 12" FROM + . ;� ,; '' - SECTION RR314 -STAIRWAYS 1 WD THE CONNECTION POINT TO THE ° I 1 LANDING 5ECTION RR3145.5ECTION RR314.2 TREADS AND RISERS. THE MAXIMUM R15ER HEIGHT SHALL BE 8-1/4 INGHE5(20q MM) AND THE MINIMUM TREAD DEPTH 5HALL 13E q INCHES '- BOTTOM STEP. a , 1- K/RAIL Q/ n LIGHT HE16HT WELDED MARINE GRADE r+ I _ fbt6 RAIL PER CODE (224 MM). THE R15ER HE16HT SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS.THE TREAD DEPTH SHALL BE MEASURED Q RETRACTABLE ALUMINUM STAIR WITH f ;, / 1 +"~�;„ - 1 - HORIZONTALLY BETKEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RI614T ANGLE TO THE TREAD'S LEADING EDGE. THE F-LI � Q) WALKING SURFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 4b UNITS HORIZONTAL(2-PE32GENT SLOPE). r�� X RETRACTABLE ALUMINUM HANDRAIL, " - z. W m t� THE GREATEST RI5ER HEIGHT WITHIN ANY FL16HT OF 5TAIR5 514ALL NOT EXCEED THE 5MALLE5T BY MORE THAN 3/8 INCH M5 MM).THE 6REATE-5T TREAD DEPTH WITHIN ANY Q 55' GLIMB ANGLE STAIR ROTATES q0° �;,� 1�I '� FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH(4.5 MM). �I LL < , � ._: ® PLATFORM MOUNTING BRACKET, ,�s - - PARTIAL PLAN VIEW 18, ' RATED FOR A 500 LB CAPACITY. `� % ' 1 SECTION RR315 - HANDRAILS MOUNT Z MOUNT TO PLATFORM W/8 - 3/B' " RY::' ��- ° A PROPOSED BEACH STAIR ; q. -- BOLTS t I xI ,� SECTION RR315.1 HANDRAILS. HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INGHE AND 38 INCH ZI54 MM AND q65 MM), RESPECTIVELY,MEASURED SCALE: N.T.S. 1>I VERTICALLY FROM THE NOSING OF THE TREADS 5HALL BE PROVIDED ON AT LEAST ONE 51DE OF 5TAIRWAY5. ALL REQUIRED HANDRAILS SHALL 13E CONTINUOUS THE FUR- 0 W PROPOSED RETRACTABLE FINISH:POWDER COATED ' , " '° �;, ° ; - IO'W I B LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF . .,; 'FLIP-UP' STAIR TO BEACH COLOR,TEXTURE AND FINISH BY :.. *. �- NON-TURF 1 yli 2 P THE FLIGHT. EN05 SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT cq CONTACT: CLIENT BUFFER -1-°f ELEV LRS LESS THAN 15 INCHES(38 MM) BETWEEN THE WALL AND THE HANDRAIL. � T_ V4ET5TEP.G0M STEP WIDTH = 24" - , - ' I pR � 5-73-20-1-040aSTEP DEPTH - 8" - _ - SECTION RR315.2 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT 6RASPABILITY. m TYPE I. HANDRAIL5 WITH A CIRCULAR CRO55 SECTION SHALL HAVE AN OUT510E DIAMETER OF AT LEAST 1-1/4 INGHE5(32 MM) AND NOT GREATER THAN 2 INCHE5 (51 FT MM)• IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES 002 MM) AND NOT 6REATER THAN b-1/4 INCHES 060 MM) WITH A MAXIMUM GR055 SECTION DIMENSION OF 2-1/4 INCHES(51 MM). W I- TYPE II. HANDRAILS WITH A PERIMETER 6REATBR THAN 6-1/4 INCHES(160 MM)SHALL PROVIDE A 6RA5PABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INGH(Iq MM) MEA5URED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH ENGINEER: OF AT LEAST 5/16 INCH 0 MM) WITHIN US INCH BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEA57 3/8, INCH (10 MM) TO A LEVEL THAT 15 NOT LE-55 THAN 1-3/4 INCHES(45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECE-55 SHALL SOF NEVV Y BE 1-1/4 INCHES(32 MM) TO A MAXIMUM OF 2-3/4 INCHES (70 MMI. ED6E5 SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH 0.25 MM). Q'� ,( T. T 0 x 0 349 I AROFESS\0 ooI � d� Ca JEFFREY T. BUTLER, P.E. ZW Z " EL-24.0' EL. 22.0' 10.0'NON-TURF BUFFER I j kD 4 --- - (COVER: 5AN7 4 GRAVEIj I U1 C) v -7 EL. 20.0' I I PROPOSED BEACH ACCESS STRUCTURES U_ PLAN I 4'WXfVL6 WD WALK PERPENDICULAR TO BULKHEAD(BEYOND) 141 Q CD `�,�, .. . .. .••- , •, - I1 0 4'WXt35L9 WD WALK PARALLEL TO BULKHEAD • Z EL_I el 0' • 13ULKHEAP GAP • 4xb BEACH ACLE55 LANDING I ® {Q p W EL. IG,0' ', � .- I PROVIDE HANDRAIL ANDL A5 SHOWN _I r` H } ------- - - may. Y I* I PLACE FINAL BEACH STAIR LANDING IMMEDIATELY SEAWARD OF � V1 W 6 � 3 EXISTING STONE. I i 4.0' PROPOSED BULKHEAD LONG �� EL. 14.0' ,�,, i 'WALLS AND STEPS :, : . 4'xb'WD W z (� ISEYOND) T - I LAMING TOP OF PR0Po5ED STRUGTIAYES® �J0.13' ISLAND U W p W I1 EL. 12.0' ------- -- J F" ` ALIGN • 4'w WD WALK PERPENDICULAR TO BULKHEAD SOUND U m n < ---- - - _- ' Il-'LT- �- -- • 4'w WD WALK PARALLEL TO BULKHEAD W DISTURBED, REAS {J: = • BULKHEAD GAP EL 10.0' 1 - LU BEYOND 10 ON-TURF BUFFER _ I _ _ BEACH AGGC-55 LANDING _ _ I ►�••� } O N WD WK BEYOND 4' INM-L+ •GN SERVE LL VEGETATED SLOPE TO TI FINAL STAIR LANDING GONSTRUGTION: < N PRESERVED T MAXIMUM EXTENT PRACTICAL ■ ■ ■ 2 - o EL.B.D' I 1 I I I I 1 (4)6 xb GGA POSTS WJ(2) 2x10 GGA GIRDERS,2 k8 GGA JOISTS ® Ib O.G.FINISH -- - -- •Al 015 AREAS TO BE RESTORED - ------I t----11 T fil 1 DECKING PER'GONSTRUGTON DETAIL'TO BE PLACEE7 IMMEDIATELY SEAWARD OF � " � N NTH NATIVE ASSES UPON COMPLETION OF D BULKHEADw U I N _ EL.6.0' _ ��TIO AND MAINTAINED ASA _I I _ _ 1 I _ I I _ I 1 • NESPROT LANDING BTIAN TIMBER PILES,MAINTAIN I'WHALE/PILE SEPARATION(MIN) } ~ L O •SHE PLANTIVEGETATENG SCHEDULE,THI5 DWG I I I I T I I 1 ■ MAINTAIN I'SEPARATION BTWN BULKHEAD GAP AND LANDING(MIN) M.H.W.L.ALONG BULKHEAD � � Q � O � a- I ( I I :a I I x40' • 5TRIIGTURE5 MUST REMAIN INDEPENDENT,NO CONNECTION BTWN WALK,GAP d LANDING I m IEL, 46'ON OCT 18,2011 Q U_ N Q EL.4.0' -- -H LI- WOO WALK CONSTRUCTION: o 1 i{ III I I x18' oN OCT 18 2017 (� 0 (4) 4' 'GGA POSTS,2'x6"GGA JOISTS® Ib"OL., 1 .. I I I I PROPOSED STAIR TO BEACH: 0 4 2x GG FINISH DECKING I I I I I 2' DE x t6'LONG RETRACTABLE ALUMINUM Z W WI • MAI IN I'SEPARATION STAN BULKHEAD GAP AND 1 z I- I� I ) 1 � I FLIP-UP STAIR W/RAILING TO GODS � � z �/{ III I I (`.QEF DETAIL AND BOXED INFO,THIS DW6) // O r,/ � Q Q • 5 TURES MUST REMAIN INDEPENDENT,NO /� F� GO TION BTWN WALK 4 BULKHEAD GAP ISI I I I I I _ Q -7 •• PIN LANDING TOP 4 MID RAIL TO WALKWAY 1%I I� j - u LANDING HALL BE RIVEN TOPOI THAT SUPPORT 6'1 GA MINIMUM 4-1 a U POST(BREAKAWAY CONNECTION) OF b'-O" BELOW MHWM a APPROX. tli.-2.0' V 1�1 1 I Q V E- D b'MINI PENETRATION IN UNDI5TURBED 501L REQUIRED I ;I ' I : ELEVATION 'B' FD (5� s E ° (TYPIC ALL POSTS,U.O.N) l PROPOSED SEF 2 6 2022 10 BEACH ACCESS PLATFORM AND STAIR LU Southold Town 1/I I I SGALE: N.T.5. Board of Trustees z o f Z-Profile Interlock EXI51I1`46 CONCRETE SEAWALL ON%B,ELT NOTE TO CONTRAGTOR: All Gerdau Z-pile sections can be interlocked PROPERTY TO BE 5AWCUT. PROVIDE 3'x5' TIE PROP05ED RETAINING WALL TO with each other, As such,the ball and socket REINFORCED CONCRETE ANCHOR AS SHOWN NEI6HBORIH6 STEEL BULKHEAD A5 1201'L6 STEEL BULKHEAD ��„EST�pE) � interlocks can be installed with using the standard or reverse position.This adds to either AND(I) 12'RETURN .t Z-pile: Gerdau does not publish a swing 35' � value fot Z-sections. Asa "rule of thumb" it greater ease of use and flexibility at the jab might be assumed that a 40 foot length 301 GAP FASTENERS PROPOSED BULKHEAD GAP PROP05ED HOT ROLLED STEEL PILING site. Normal settipg width of pairs can be would obtain a swing of up to S degrees. REINF NOTE TO AND S AGTORr %'DIA THRU BOLT,(2)WASHERS, 2x GGA TOP PLATE LB FOSTER PILING,P/N PZGI3(0315 THC, altered to accommodate job site conditions ANC,I TOR AND STABILIZE NEI6HBOWN6 (2)2x8 GGA FRONT AND ASTM 512,6RADE 50)Wl GOAL TAR through increasing or decreasing the laying w GONG DOUBLE Ntr,STAGGER A5 SHOWN � Aµ-�µpR CONCRETE SEAWALL IN PLACE AS SHiOWJ 9 g 9 fEEI m (EAST SIDE). ALL HARDWARE SHALL BE GALVANIZED BACK OF HALL EPDXY 6OATIN6 OF Ib MILS DFT width at the interlocks. WEST T.O.5TL 5HT® EL. 110.0' WHALE SPLICE(TYP) nazoD t") B (2)b'xb' T.O.TIMBER PILE® EL. ±1025' Ib'Or, 3 � WHALES, T.O.WALL GAP 0 EL. 110.13' srA�6ER °• /// — _ — — - - Standard Interlocking T.O.Ex.WALL ." as o 0 0 0 0 0 0 X 0 0 0 0 0 0 77o 0 EXISTING s �.. .. ... .... a :::.: •.;:•:•: •:::•:. •' : ::•: :•: •:; ;•::;..:. EX5TIN65TEEL s° SE ON z CONCRETE .L.. .. ... ........ ........ .. ....... .......... ... ... ........ BU AD TO REMAIN • .. 0 NEIGHBORING I, , , , o x o 0 0 0 0 o 0 0 : ry : ,o': LKFIE o 0. I PROPERTY TO REMAIN " .o 7 Reverse interlocking :• o BA �XP05H7 8iJ a LL. t4A I t .E P. 0 w r From Ger . .,.�„ . :. � .. .. ... r..... .I ... ..... .. ... ..... .1}..II ..... .. .... .�.. ..... .. ... . .. ...........I..... • . .. 44 •::::.•.•:. . dau's Sheet Pilin Handbook 20Q6 .. .. !.. \.. L . .. . ...... ......�.. ..L... ..} . .. ... ........ .1..1...... ...... ,V.......... ...... . ....... .�L.. ..... :.� ::::.•:.:.I:. .•..::::.:.: .•:: ..:.•:..::.::. :�:.•:.•.•::.•.. .:::.�: �: ::.• .�:::k.l. �. 8 MIN... ..... . 8 MIN 9 .. �. ,� ...,,,.,. ,r,. ;`... . . . . .. . ...... ,.....{'::' FACTORY APPLIED . .p ...... .. �: ...:•::• •.1.:.3..... . �. ... ......... . ........... ... ... . ......... . ::::•:•::•:•:: �::•::•:•: •:• ::•: :•:•::•::: �:� :� .1,..... ..... . o - i i: L..... . ... . .. . :''�%7. .:?:::: SECURE PROPOSED METAL PROP05ED REINFORCED I .. .. . . ... I . EPDXY COATING SHALL EXTEND ; I:::: :::•:: P.::::. :. : ::. .:.:..}.. . :::::::.. . .: ::. : ........ ..i,... ..... ::.: :. BULKHEAD TO i...... .. .. ........r _ :•::: . _ :. .. . . ..::::.:...: ..... ::.: : :.: :.:::.. :::... ..::::: EXISTIN6 GONGREI E SEAWALL ANCHOR :::: ' :; :::. : ::. ..... . .. . USE EXISTIN6 WHALES Aib ,��.. . . .. . ..,... i,.. .. ....... A MINIMUM OF 5 BELOW GRADE :.r. ....... ...... . .: I:•:.�.:•:....,..... ., . EAST 1. .1.. .. . .. ... }...... .. ... ........ : .......,... ..... : .::..... . .;....... . ... ; . ::: : ::: :::;: � :::.: : ::. :;:::::. .:. :. Extruded Z-Pro . .: I•.•::.�.:�:..�•::.�. •. . �:.�: . ...... . ... -Profile Connect 0 ,.. :.... :. :: .. .....::. ..::::: : ::. :.•..:,•. :.• . : •.•:.•::..:••.�,::..:..::. �.. :•:..:....L•: :•::::•. •::•:.•. � , •.:•.•::::.... .:..::.•::.. . ors c... L.....,t . .. EXTENDED PROPOSED WHIALES }.. .. .I .. . :. (BEYOND EX. SEAWALU I.j .. .. .. ...... lLJ �:. ::. .: .: .• t... ..... r ff :. :..:.::.. . ... ....... `:::: :: `: ;:::: GUT EXISTING WHALES 8 BEYOND 36"A x b0"cip x ±12'YI ,APPROXIMATELY POVE3RLAPf'IN5 SUBJECTROPERTY LINE PROPERTY ,Y 3.0'W REINF. (3,500 P51 GONGRETEa it I I i' 8 a EXTEND PROPOSED WHALES 3 BEYOND GONG ANCHORPROPOSED FACTORY APPLIED THE PROPERTY LINE(I�ESTWARD) (BEYOND 5EAWALL) I I EPDXY COATING SHALL EXTEND OVERLAPPIN6 NEIGHBORING PROPERTY - • ANCHOR WHALES A5 SHOhN --: ..._::." _." ,?_....r. A MINIMUM 4F 5'BELOW GRADE B er ...._.._.--. � PZ 90 Cobra PZ Tee PZT-s 42 GONG. ANCHOR REINFORCE: HENT: i? r (6) #5 H0OP5 HORIZONTAL ® 12" O.G. I I - I ' I. ' I !1 } dHi NOTE To INSTALLER_ I !� I _ Bo.srL sHro EL.(f)-lo.a II ' Note:oil interlocks con �5, be placed in reverse (12) #5 BARS HORIZONTAL ® 12" O.G. a � I � ' _ � ,� O PzoPo�TIMBER PILE - I" position with extruded (3) #5 BARS VERTICAL e 12" O.G. � ' I � {j��; �S��'�� i i connectors. b" MIN EDGE DISTANCE, TYPICAL � I 'I/ .�I I I i I' I BEEN SHOM IN ELEVATION I I / 'A'VIEWS FOR PURPOSES Colt Joker w - -(�,--= , i K I L BA.WD PILE a EL(�-13.15' I \�EXI15TIN67 u� I i I I I PLAN 8EW5 FOR OF CLARITY,SEE TIALH U UU -K,jE� X o 1 I/ f , i Bullhead 10'�x24'L6 � ' CONCRETE p I LOCATION AND /� GGA PILES 6 X O.G. L.B.Foster can also provide special fabricated corners ° SEAWALL v `(' INSTALLATION � � - �° oul-Sf r /Y`i �;Y I REQUIR13�1TS,THS DW6 VIEW A PARTIAL ELEVATI N (QN' APPROX.40) and tees when the job requires them. \ h � � 1 I„ I I; r O r' I _ /I %': ..'' = I, PROPOSED STEEL BULKHEAD U m C 1' : (EAST AND WE5T SIDES OF SUB.EGT PROPERTY AT B.O. BANK) �'�F®S��r (8d0}848-6249 m PROPOSED WIRE TIES (NOA): z 1 I� / h/ I ; I „ _ Piling www.lbfoster.com I t j 5GALE: 3116 I O TIE REBAR HOOPS UR VER=TICAL I ? I; I I_ GONNEGTOi�S FOR PROPOS BARS EACH OCCURRENCE ED STEEL w N �r<sRAVEi_BELOW SHEET �I LE bGone ANGHIOR i (12'MIN.BASE) SCALE. NONE .� TO BESET ON'UNDISTURBED.I I ll X VIRGIN GROUND I �i w m I GQ � < � LU o) ENLARGIED VIEW 'A' - PARTIAL ELEVATION D-/ dJ CONNECTION DETAIL ° � N w � PROPOSED NE1CHB0ZIN0 SEAWALL STABILIZATION (LOCATED ON EAST SIDE OF 505JE6T PROPERTY AT B.O. BANK) SCALE: 1/2" = V-O' PROPOSED RETURN 12'L6(EAST) W 1'� x tib'L6 GALVANIZED TIE ROD(THIS CASE ONLY) IND x t14'L6 ANCHOR BY THREADING THREW(2) TIMBER RETURN 6ALVANIZED TIE RODS ~� PILES A5 5HOWN 1V (RETURNS ONLY) a, 10'�x10'L6 i=� Ef�1GINEER: I'�D x 12'L6 DEADMANI of E(�, 6ALVANIZED TIE OD5 10"P GGA SEE COMPACTION NOTE5 �l .� 3• 'W 1714 , III (SEAWALL FACING SEAWARD) GAT L OG (SEE SHT 2) �� NEST �P Y @0T ,�- ANCHOR d BOND NEW TO EXISTING REINF.GONG - __ �-•�� f � = = ....�- l tk5 EPDXY COATED BARS,EMBED 12' IN - - .....,� _ USE: A _ PROP.GONG.ANCHOR I b' IN EXIST.GONG R 10'0x12'L6 DEADMAN -_ - M_ SEAyyALL WELD STL SHT. I� ' ' NOTE EXI5TIN6 ONTRACTOR STEEL ZN� FULL HEIGHT 10 m GGA GAT L.O6 q °4 � -j INSTALL 12'O.G.HORIZ,12"OL.VERTICAL, V SEE o b' MIN ED6E DISTANCE AND ANCHOR W/ ;- (THIS LOG ONLY)!I IIIb GOMPAGTION I� BULKHEAD TO NEW STEEL BULKHEAD g3 KELI6ROUT EPDXY(TYP) , ' NOTES D� A5 514"&,E5T 500. R6FESSIONP N °J �• diLLC z, �CIST.aGONGRETE SEAWALL - _ _ _ _ _ - Y--�- � EXISTIN6 STEEL BULKHEAD TO RE-MAIN - JEFFREY T. BUTLER,P.E. 3 ' U 3'-0'W NOTE TO CONTRACTOR: TIEROD(TYP) WHALE SPICE PROPOSED BULKHEAD GAP REINF.GONG ANCHOR ANCHOR AND STABILIZE NEIGHBORI / Imo_I O CONCRETE SEAWALL IN PLACE A5 10"0 x 22'L6 CGA PILES, 2x16 GGA TOP PLATE NOTE TO CONTRACTOR PROPOSED WIRE TIES(No.4): A (2)2x8 GGA FRNT i BACK OF WALL NO PASSAGE WILL BE TIE REBAR HOOPS TO VERTICAL SHORN(EAST SLOE). 0 6 O.G.,(QTY: APPROX.40) PROPOSED HOT ROLLED STEEL PILING ALLOWED BETWEEN NEW AND � }- BARS a EACH OGGURRENGE bl'4 I' IGS' 1' PROP05ED REINFORCED GONGREI� ANCLHOR d BOND NEW TO EXIST. LB FOSTER PILING,P/N PZGI3 3 POP05M WHALES FOR CONNECTION EXI5TIN6 STEEL SHEATHING r SEAWALL ANCHOR(BEYOND EX. WALL) EAST USE:�"THRU BOLT W/WASHER, VIEW SHOWN W/GAPPING (03-5 TW,ASTM 512,6RADE 50)W/ FROM PROP05ED TO EXI5TIN6 APPROXIMATELY 36'W X 60'd X 12'h / PASS THR1 bx8 WHALE,EMB® REMOVED FOR CLARITY GOAL TAR EPDXY COATING OF Ib MILS OFT ,.;j LL No.5 HORIZONTAL HOOP, 't- p 8' IN EXIST.CONCRETE SEAWALL, BULKHEAD GAP w i-ti 12" O.G. VERTICAL =_ �-_ y (3,500 P51 CONCRETE) / 12"OL.VERTICAL, b' x b"GGA WHALE(I OF 2) CREATE V SHAPE CHANNEL � Z Z SII ANCHOR W/KEL16ROUT EPDXY FASTEN 2x TOP PLATE TO 2x8 FRONT AND REAR O L II II / PLATE5 FROM UNDERSIDE OF CHANNEL �" 1- 0 � LU ° II° a II a TRIM OUT(2) 6x8 OPENING IN STEL SHEET L6E'L'5HAFE SIMPSON BRACKET PM 6A2, } Ib OL.,5TA6CR AS SHOWN l LU CO 3 1 o PILING IN ORDER TO ALLOW WOOD WHALE TO / VIEW 'B ' — PARTIAL PLAN \ PA55 THRU PILING. / ALL(HAIRDWARE SHALL HAD BE 6ALVANIZED z O II a a ° II WELD (2) 5TL PILING SHEETS, W i < C- o — a PROPOSED STEEL BULKHEAD L_ D_ Y4 x FULL HE16HT, (THIS LOG ONLY) PROP05ED WIRE TIES(N0.4): �' II a II (�> / (EAST AND WEST SIDES OF 5UBJEGT PROPERTY AT B.O. BANK) w Q m < TIE REBAR HOOPS TO VERTICAL RIP APPROX. �'2' ALONG LENGTH SCALE: 3/16' = I'-O" Q LJ_J O BARS AND #5 EPDXY COATED � a � OF PILING SHEET,(THIS LOG ONLY) / �/ LU BARS ® EACH OGGllRRE:NGE STEEL BULKHEAD NOTES: } cj cv I.STEEL SHEET PILE BULKHEAD(B.O.EMBANKMENT)SHALL BE _ < O O < INSTALLED PER INSTALLATION REBCOMMENDATILOF�5 AND 6ERDAU AMEI215TEEL N 2.CONTRACTOR SHALL ORDER STEEL SHEET PILE W/FACTORY O _ N APPLIED EPDXY COATING TYPE,THICKNESS AND AREA COVERAGE } ° AS SPECIFIED, a Q ° I a �:R: ;, / 3.CONTRACTOR SHALL US EXISTING NEIGHBORING E EXTRUDED Z-PROFILE GONNEGTORS AS O GbNGRETE 5EAWALL ° ° a} / SHOWN HEREIN. z LL N O ° 4.ALL HARDWARE SHALL BE 6ALVANIZED,U.O.N. - a N ANCHOR AND BOND EXISTING TO NEWL O O LL 5AWCUT EX GONG WAIL WHALE GONNEGT ON Z O USE: #5 EPDXY COATED BARS EMBEDDED 3'-b"BEYOND PROP LINE Z „ USE 2 - 5"x5"X5.5"H 5.5. ANGLE BRACKETS www.dignetnyc1i.com 12 IN PROPOSED GONGRET E ANCHOR AND _ y Z 1-- b" IN EXI5TIN6 CON(RETE 5EAWALL, W/ DRILL HOLES FORY2'(P THRU BOLT W/ WA5HER of N�wYOkK CifI' www.c1111811 com O Z Q 12" O.G. HORIZONTAL, 12" O.G. VERTICAL, AT HEAD AND END ON EACH LEG (TYP 2 PLGS) SONG HAP (for other states) 1-- Q 6" MIN E06E DISTANGE (TYP) RIP APPROX. ?Y2' ALON6 LENGTH v ANCHOR W/ KELI6RouT EPDXY OF PILING SHEET,(THIS LOG ONLY) Y2�� TIH� BOLT t^V WA5HER, PA55 THRU 6x8 WHALE 800-22-��80 1811 � AND EMBEDDED 8" IN EXISTIN6 CONCRETE Bylaw,excavators and contractors working in For safety reasons,homeowners are strongly SEAWALL, 12 O.G., ANCHOR W/ KELI6ROUT EPDXY, the five boroughs of New York City and Nassau encouraged to call as well when planning any OLn STRADDLE PROPOSED PERPENDICULAR PINS and Suffolk Counties on Long Island must type of digging on their property. 4L r contact Dig Net,1-800-272-4480 or 811,at least Homeowners can contact us direct) at < y SES 2 c., ENLARGED VIEW I3 - P RTI 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the (excluding weekends and legal holidays)prior national call before you dig number.For to beginning any mechanized digging or excavation work completed on personal CONNECTION DET excavation work to ensure underground lines property,it is the contractor's Q gOrp!�Tow.. are marked.Excavators and contractors can responsibility--NOT the homeowner's--to Board ct d TotCE PROPOG }�I /�` E3 /^ G /� /� Q also submit locate requests online,through contact DigNet.Having utility lines marked SED I`tE I IJHI JOR I NLJ JEl ��1"�LL �T�L I L I ZTI O ITIC.If you do not currently use ITIC,please prior to digging is free of charge. (LOCATED ON EAST SIDE OF SUBJECT PROPERTY AT B.O. BANK) Z SCALE: 112' = 1'-0" call 1-800-524-7603 for more information. of 5 } RACHEL LEVIN MURPHY,21695 SOUNDVIEW AVENUE,SOUTHOLD i -PI - . . -J��-.a`� 51• x. -. • 4J.- AP Figure 1. Looking southeast at+69'concrete seawall to be removed and replaced(in-place) with steel bulkhead, and at existing concrete steps to be beach to be removed. 46 41 v � - M$ a rr N Figure 2. Looking southwest at+69'concrete seawall(left)and+133'fiberglass bulkhead(right)to be removed and replaced(in-place) with steel bulkhead,and at location of proposed platform and steps to beach (left). RACHEL LEVIN MURPHY,21695 SOUNDVIEW AVENUE,SOUTHOLD ion- . :r w n �y f 4 c —idb►__ Figure 3. Looking southwest at+133'fiberglass bulkhead to be removed and replaced(in-place) with steel bulkhead; and at adjacent steel bulkhead to west(far right). by y tt m e7M"�t ram^ yam" q �s+ -. ��► � YI�.`4t..'�� rid" +1lrc w mow. u�°'• ... R Figure 4. Looking east from adjacent steel bulkhead to east over top of+133'fiberglass bulkhead to be removed and replaced(in-place) with steel bulkhead. 51f'fdk Caro Hai*rom Map 28 , _ +30001 Horton Pt 51TE (ACC�55 VIA y4� Sl,l6.�C1"Pr;OpEt?fY) L N Cy O so, 7OWN R 441 sium v1 '`[ASh'AM UCK 6EACN f i O C ° A y`opq� �9gO i Vp 6 P y 'SON R W 'y �ppt Pay y \9O0 g r„ rpoO o C } Oq C�E 9es P FC ` G b" 9 f G1 D 4 H til 1 I Q S 7 tao P a�4nm i )LDSM/TH'SZ4840 fLET PARK off° o (COUNTY) t_A A Oq qqS c IIJI $y pAs v Ci.�9+�F � .'� Vn�AT °O�D�Q,IgJ wP SOARO f �p0 r bwr+ n 9 —RT GT\i A 'k t a� � rr JASMIN V�' ,'A c PfP y J, O O w v s\pw A p A� f9 F[ � MS i P�G r�• D v s EXEDON �ODD"9J (q. Q 90 O � L�n $y o� $ ti� 4, •�+, yqc q QED o m ochry oa� I � O° M '^`-' R E'K Founders e 4 �`J° Harper Landino P0 0 yy\ A Jo key Cr v f �w 9L 2i /A,k E W 10MU o �- P E C O N I ` VS C[ Q ° rN ocait� x y,R�y fW [�'�l'�C m p 7 Pb fARp w West e°Cc ° outhold , �. kaAaa—. Q 1 ■ �,p� � DP: c y'h qPP �n0'�3 G pose � p k Q Y G. Qa OpA F •/f 9s= cre e 25 jl N" ATMA'C!• o � o „GREAT /Hf OG=^ �� lA o- 40 41 42 FOR ADJOINING AREA-SEE MAP N0.29 >a.9, 0►41e �.1'p \ SDU"D ISIMD \ LONG t��t�\...� iyral � __ -- __ .'[ _ _ •191 A8, \ Pte. y 9£ p •"" 'M1 t 6FE BEI'— ' s ♦ (� NO No. v s�'" �° ' UpID ,p, '.� 4 so 'L A s f e e If f e � Omva.ar•r♦o,l ry, J 2 b - a, i � h4 Alper / a . " u H•MA+lol rtl P— 1p A ♦` ` DR. SOUNO�� ♦•r ., ,ra p 4 k6e) A A ♦xa` � 31 Q � I n b —O— �� -- ,,,„,� p'rr+roMT•c �M+ COUNTY OF SUFFOLK © K a secrloN No — --„-- S Real Property Tax Service Agenq v oA r` ,Nq•lau —-- �� — -- - ----- �•.,G.•a..N...N.,,,., M m, 135 P ,ao PROPERTY MAP 'i OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 �� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: November 9, 2022 Re: LWRP Coastal Consistency Review for RACHEL LEVIN MURPHY SCTM# 1000-135-1-7 En-Consultants on behalf of RACHEL LEVIN MURPHY requests a Wetland Permit and a Coastal Erosion Permit to construct approximately 201 linear feet of steel bulkhead with a 12' easterly return in place of existing 133 linear feet of fiberglass bulkhead and approximately 69 linear foot portion of existing ±73 linear foot concrete seawall; install reinforced concrete anchor at property line on landward side of±4' portion of concrete seawall to remain; remove existing concrete steps to beach; backfill with approximately 50 cubic yards of clean sandy fill to be trucked in from an approved upland source; construct 4'x43' wood boardwalk between existing stone steps down embankment and proposed 4'x6' wood landing and 2' wide retractable stair to beach; maintain 10 foot wide Non-Turf Buffer (sand and/or gravel "splash pad"), along landward side of new bulkhead; and restore disturbed portions of naturally vegetated embankment with native grasses as needed. Located: 21695 Soundview Avenue, Southold. SCTM# 1000-135-1-7 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 proposal is CONSISTENT with LWRP Policies and with the LWRP. 1. Consider integrating the splash pad along the entire length of the bulkhead in the design to prevent erosion during high-energy storm events. 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: Honorable Lori Hulse, Attorney John G. Stein,Chairperson Town Hall,53095 Main Rd. Lauren Standish,Secretary y P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Thurs., November 10, 2022 the following recommendation was made: Moved by John Chandler, seconded by John Stein, it was RESOLVED to SUPPORT the application of RACHEL LEVIN MURPHY to construct approx. 201 If. of steel bulkhead (with a 12' easterly return) in place of existing 133 If. fiberglass bulkhead and approx. 69 If. portion of existing 73 If. concrete seawall; install reinforced concrete anchor at property line on landward side of 4' portion of concrete seawall to remain; remove existing concrete steps to beach; backfill with approx. 50 cy. of clean sand to be trucked in from an approved upland source; construct 4'X 43' wood boardwalk between existing stone steps down embankment and proposed 4'X 6' wood landing and 2' wide retractable stair to beach; maintain 10' non-turf buffer along landward side of new bulkhead; and restore disturbed portions of naturally vegetated embankment with native grasses, as needed. Located: 21695 Soundview Ave., Southold. SCTM#135-1-7 Inspected by: John Stein, Carol Brown The CAC Supports the application however, this is an environmentally sensitive area and based on past experiences with storm events, it was recommended that the agent indemnify any future damage to neighboring properties resulting from this construction. The CAC recommends the steps are retractable and parallel to the shoreline and a non-turf buffer planted with native vegetation. Vote of Council: Ayes: All Motion Carried { Glenn Goldsmith,President iso Town Hall Annex A.Nicholas Krupski,Vice President r�'� �� ' 54375 Route 25 P.O.Box 1179 Eric Sepenoski AT Southold,New York 11971 Liz Gillooly cn Telephone(631) 765-1892 Elizabeth Peeples yo Fax(631) 765-6641 Cow N BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only _Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Transfer/Extensio 2� Received Application: Received Fee: $ !W00 -Completed Application: •X- Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): E C E Q�p —�LWRP Consistency Assessment Form Sent: 1 2Z+- D �----- M E �AC Referral Sent: !J ado a a, Date of Inspection: •Z SEP 2 6 Receipt of CAC Report: 222 Technical Review: Public Hearing Held: Southold Town Resolution: Board of Trustees Name of Applicant Rachel Levin Murphy 11220 Soundview Avenue Address Southold,NY 11971 Phone Number: ffA 885-8931 Suffolk County Tax Map Number: 1000 - 135- 1 -7 Property Location: 21695 Soundview Avenue, Southold (property is located on north side of Sound View Avenue,+/-425'east of Clark Road) (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road,Southampton,NY 11968 Phone:631-283-6360 Board of Trustees Apr: atiorn GENERAL DATA Land Area(in square feet): 44,014 sf Area Zoning: R-40 Previous use of property: Residential,single family dwelling Intended use of property: No change(bulkhead replacement) Covenants and Restrictions: Yes X No If"Yes", please provide copy. Will this project require a Building Permit as per Town Code? Yes X No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals Yes X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept. Yes X No Does the structure(s)on property have a valid Certificate of Occupancy X Yes No Prior permits/approvals for site improvements: Agency Date Southold Wetlands Permit#7204& Southold Coastal Erosion Permit#7204C 11-18-2009,amended 8-18-2010 Southold Wetlands Permit#9633A 2-12-2020 Southold Wetlands Permit#9738 10-28-2020 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Construct approximately 201 if of steel bulkhead(with a 12'easterly return)in place of existing 133 if fiberglass bulkhead and approximately 69 if portion of existing+/-73 if concrete seawall;install reinforced concrete anchor at property line on landward side of+/-4'portion of concrete seawall to remain;remove existing concrete steps to beach;backfill with approximately 50 cy of clean sandy fill to be trucked in from an approved upland source;construct 4'x 43'wood boardwalk between existing stone steps down embankment and proposed Tx 6'wood landing and T wide retractable stair to beach;maintain 10-foot non-turf buffer(sand and/or gravel"splash pad")along landward side of new bulkhead;and restore disturbed portions of naturally vegetated embankment with native grasses,as needed,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated September 16,2022. Board of Trustees Applicr, Drn WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To maintain the property's historically existing method of shoreline stabilization and protection against erosion and flooding. Area of wetlands on lot: -0- square feet Percent coverage of lot: -0- oio Closest distance between nearest existing structure and upland edge of wetlands: 0 feet (ex.fiberglass bulkhead and concrete seawall) Closest distance between nearest proposed structure and upland edge of wetlands: 0 feet (prop. steel bulkhead) Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? TBD cubic yards (as required to install new steel bulkhead) How much material will be filled? +1-50 cubic yards Depth of which material will be removed o epvgiWd: +/-10 feet Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: See enclosed site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated September 16,2022. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): For the purpose of maintaining the property's historical method of protection against erosion and flooding,the project proposes to construct a steel bulkhead in place of a concrete seawall that was constructed prior to 1977 and a fiberglass bulkhead that was constructed in place of a previously existing timber bulkhead pursuant to Town wetlands and coastal erosion management permits 7204 &7204C in 2009. There is no viable non-structural alternative means of maintaining and protecting the upland portion of the property in its current location;and without maintenance of the bulkhead,the subject and adjacent properties would be exposed to severe flooding and erosion damage. A replacement of the existing structures with a steel bulkhead is proposed in response to the signs of growing damage to the more than 45-year old concrete seawall and wave damage sustained by the fiberglass bulkhead in less than 15 years. The steel wall is designed to provide long term shoreline stabilization,and a reinforced concrete anchor will be installed on the landward side of the remaining portion of concrete seawall at the east property line to anchor and stabilize the proposed wall's connection to the existing. A retractable"flip-up"stair will provide access to the beach,thus avoiding the possibility of a fixed stair being destroyed and cast along the shoreline.A non-turf buffer will continue to be maintained adjacent to the reconstructed bulkhead; and any disturbed portions of the naturally vegetated bank will be revegetated with native grasses upon completion of construction. The project will thus maintain the historically stabilized shoreline condition without adversely impacting adjacent properties or the natural resources associated with the adjacent Long Island Sound shoreline ecosystem and tidal waters. Board of Trustees Appli ition COASTAL EROSION APPLICATION DATA Purposes of proposed activity. To maintain the property's historically existing method of shoreline stabilization and protection against erosion and flooding. Are wetlands present within 100 feet of the proposed activity? No X Yes Does the project involve excavation or filling? No X Yes If Yes, how much material will be excavated? TBD (cubic yards) (as required to install new steel bulkhead) How much material will be filled? +/-50 (cubic yards) Manner in which material will be removed or deposited: See enclosed site plan prepared by Jeffrey T.Butler,P.E., P.C.,dated September 16,2022. Describe the nature and extent of the environmental impacts reasonably anticipated resulting from implementation of the project as proposed. (Use attachments if necessary) For the purpose of maintaining the property's historical method of protection against erosion and flooding,the project proposes to construct a steel bulkhead in place of a concrete seawall that was constructed prior to 1977 and a fiberglass bulkhead that was constructed in place of a previously existing timber bulkhead pursuant to Town wetlands and coastal erosion management permits 7204&7204C in 2009. There is no viable non-structural alternative means of maintaining and protecting the upland portion of the property in its current location;and without maintenance of the bulkhead,the subject and adjacent properties would be exposed to severe flooding and erosion damage. A replacement of the existing structures with a steel bulkhead is proposed in response to the signs of growing damage to the more than 45-year old concrete seawall and the wave damage sustained by the fiberglass bulkhead in less than 15 years. The steel wall is designed in accordance with generally accepted engineering principles and is intended to provide long term shoreline stabilization by withstanding inundation,wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. A reinforced concrete anchor will be installed on the landward side of the remaining portion of concrete seawall at the east property line to anchor and stabilize the proposed wall's connection to the existing;and a retractable"flip-up" stair will provide access to the beach,thus avoiding the possibility of a fixed stair being destroyed and cast along the shoreline. Consistent with the permit standards of Chapter 111-15,the project will thus maintain the historically stabilized shoreline condition without causing a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. r a 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: Rachel Levin Murphy Project Location(describe, and attach a location map): 2165 Soundview Avenue,Southold; SCTM#1000-135-1-7; property is located on north side of Soundview Avenue, +/-425'east of Clark Road,maps provided. Brief Description of Proposed Action: Construct approximately 201 if of steel bulkhead(with a 12'easterly return)in place of existing 133 if fiberglass bulkhead and approximately 691f portion of existing+/-73 If concrete seawall;install reinforced concrete anchor at property line on landward side of+/-4'portion of concrete seawall to remain;remove existing concrete steps to beach;backfill with approximately 50 cy of clean sandy fill to be trucked in from an approved upland source;construct 4'x 43'wood boardwalk between existing stone steps down embankment and proposed 4'x 6'wood landing and T wide retractable stair to beach;maintain 10-foot non-turf buffer(sand and/or gravel"splash pad")along landward side of new bulkhead;and restore disturbed portions of naturally vegetated embankment with native grasses,as needed,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated September 16,2022. Name of Applicant or Sponsor: Telephone: 516-885-8931 Rachel Levin Murphy E-Mail: viewrach@att.net Address: 11220 Soundview Avenue City/PO: State: Zip Code: Southold NY 11971 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. X 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: NYS DEC,USACE,NYS DOS X 3.a.Total acreage of the site of the proposed action? 44,014 sf b.Total acreage to be physically disturbed? +/-3,500 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 44,014 sf 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑ Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in, or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c. Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: N/A 10.Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: N/A 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: N/A 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? X X 13. a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter, or encroach into,any existing wetland or waterbody? X If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply. ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16. Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond, waste lagoon,dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20. Has the site of the proposed action or an adjoining property been the.subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes, describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor nan obe�EHe�rrmann,Coastal Mgmt. Specialist Date: September 20,2022 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a. public/private water supplies? b. public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 1 S S � No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude.Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Board of Trustees Applic,,'- ton AUTHORIZATION (Where the applicant is not the owner). I/We Rachel Levin Murphy - a 1 owners of the property identified as SCTM# 1000- 135-1-7 in the town of Southold .New York, hereby authorizes- En-consultants to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. N/A Property Owner's Signature Property Owner's Signature Rachel Levin Murphy SWORN TO BEFORE ME THIS DAY OF ) ,.20 oZ� L� Notary Public .. 'A .W.-Wt8STER Notary' Publl�c. State of Now=York :No.41 WE6365673, 5 `MWIfiedirl Suffolk County Ca�irtiieNctn Ecpiie§Oct 10 �,Q�� 1 1� j ')Board of Trustees, Applica 'pn AFFIDAVIT Rachel Levin Murphy BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND ASMAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. i HtAJJI� N/A Signature of Property Owner Signature of Property Owner Rachel Levin Murphy SWORN TO BEFORE ME THIS �� DAY OFAn�lll , 20c � Notary Public ;No�r�P,�WHo.$�t�otNwli►-Yor� :Covtnnil��n Ecpsr�i�Oct O . APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emplovees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : H err m ann, Robert E. (Last name,first name,middle initial,unless you are applying,in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) t TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit X X Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person I Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) 1 B)the-legal or lieneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant I DESCRIPTION OF RELATIONSHIP Submitted this 20t day oiSeptember 20 22 Signature Print Name R obeq E. H err m ann i I I I NOTILmL. OF H !:A01 -% 1NG _ NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: RACHEL LEVIN MURPHY SUBJECT OF PUBLIC HEARING: For a Wetland Permit and a Coastal Erosion Permit to construct approximately 201 linear feet of steel bulkhead with a 12' easterly return in place of existing 133 linear feet of fiberglass bulkhead and approximately 69 linear foot portion of existing ±73 linear foot concrete seawall; install reinforced concrete anchor at property line on landward side of ±4' portion of concrete seawall to remain; remove existing concrete steps to beach; backfill with approximately 50 cubic yards of clean sandy fill to be trucked in from an approved upland source; construct 4'x43' wood boardwalk between existing stone steps down embankment and proposed 4'x6' wood landing and 2' wide retractable stair to beach; maintain 10 foot wide Non-Turf Buffer (sand and/or gravel "splash pad"), along landward side of new bulkhead; and restore disturbed portions of naturally vegetated embankment with native grasses as needed. Located: 21695 Soundview Avenue, Southold. SCTM# 1000-135-1-7 TIME & DATE OF PUBLIC HEARING: Wednesday, November 16, 2022 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Glenn Goldsmith,President � 14 Town Hall Annex A.Nicholas Krupski,Vice President bq-k,- Gy-� 54375 Route 25 Eric Sepenoski o ` P.O.Box 1179 Liz Gillooly o ® Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of RACHEL LEVIN MURPHY COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING 1 1 � �_, I► ' C 14 _ 2V fl►S Ia; Fly tSiR� �, MAD& d� � d ' LATSEEDYS ItTOdd�EIBI�' " t,'LIBISI �IG7) flTE�d� I� Robert E. Herrlmnn , residing at/dba Err-Consultants, 1319 North Sea Road, Southmpton, NY 11968 being duly sworn, depose and say: That on the 4th day of November , 2022 , I personally posted the property known as 21695 Soundview Avenue, Southold; SLIM #1000-135-1-7 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,November 16,2022. Dated: (signature Sworn to before me this 16th day of Nov. 20 22 KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO , 5015931 Notary lic OUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 . 20_-,5 SENDER: COMPLETE THIS SECTION COMPLETE • ON DELIVERY ■ Complete items 1,2,and 3. 1 A. Sig ■ Print your name and address on the reverseAgent so that we can return the card to you. X ❑Addressee j ■ Attach this card to the back-of the mailpiece, Received by(Printed Name I or on the front if space permits. ) C. Date of D livery (� 41- a 17. Article Addressed to: �Zt N 0 o D. Is delivery address cmerent from item 17 E3Ye v cc: a� oc €€d If YES,enter delivery address below: p No ( Q Q rn a ar 0 00 U r om0.0� j S E 3 a.2o¢ornrn¢ ❑❑ 130o g ❑ Ellen Wiederlight& Jody Levin i E a PO Box 6 3. Service Type I � g g New Suffolk, NY ❑Adult Signature ❑Priority Mail Express(E) I v` m m 11956 ❑AOult Signature Restricted Delivery ❑ is red ' I Z ro a D IrCertified Mail® ❑Registered M211 Restricted I i a S ani d C 13 0 ' a ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTm ' " m ❑Collect on Delivery � ¢ 2 ----"--,on ❑Signature Confirmation I a v 7-D21 2720 605 2 6 9 61 4 2 4 9 Delivery Restricted Delivery Restricted Delivery ( ro d> y !Mail o u� c®�>.>_ d i I Mail Restricted Delivery I @ F a•1a o c—� —(over$500) I I > , >uj m H2 e i PS Form 31~,°July PSN 7530-0 -000-9053 I $'�- v w �' Co m ' I81I I I20 0 I I I I t I{- Domestic Return Receipt °1 N �; r d` d ai❑❑ ❑❑[ Lrl D^ SENDER: COMPLETE • • • • • °j o i ! ! !! i4 Si ■ Complete items 1,�,and 3. ! ■ Print your name and address on the reverse X ID Agent I m o E I CO o. ID Address I so that we can return the card to you. >` m o j B. Re eived by(Pyinted me)' C.Date f Delivery o o i r ;i ■ Attach this card to the back of the mailpiece, l Ca O« y D r• 1 or on the front if space permits. S N c� Y = ~ j1. Article Addressed to: D. Is delivery addres�iffe different from item 1? ❑Yes 0 d 44) cd CL al j O a. If YES,enter delivery address below: ❑No 5 .- a) c O O I � =o. J aaE � a E0 � ( v' N �m o � o Z h .;r m m -o!!2v ' �?� R • 0ft! co v2C3� NZ O NLO rr Aaander& Florence Vasilakis ' o m o a 1 t}::Babcock Place 3. Service Type ❑Priority Mail Express® i c O V_ O Q Lo .Lo a:= ❑Adult Signature ❑Registered MailTM U d N Q `o Lynbrook, NY 11563 ❑Aduit nature Restricted Delivery ❑Registered Mail Restricted N p-. y ertified Mail® Delivery ■ ■ ■ '' I _ ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTm! ❑Collect ^ on Delivery [3 Signature Confirmation ---- —•--- -Delivery Restricted Delivery Restricted Delivery 7021 2720 0002 6961 4256 iil Restricted Delivery 1—(over$500) t PS Form�3811 i July.2020 ASN i 530102-000-90513 1 Domestic Return Receipt { NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Rachel Levin Murphy SCTM# 1000-135-1-7 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Construct approximately 201 if of steel bulkhead(with a 12'easterly return)in place of existing 133 if fiberglass bulkhead and approximately 691f portion of existing+/-73 if concrete seawall; install reinforced concrete anchor at property line on landward side of+/-4'portion of concrete seawall to remain;remove existing concrete steps to beach;backfill with approximately 50 cy of clean sandy fill to be trucked in from an approved upland source; construct 4'x 43'wood boardwalk between existing stone steps down embankment and proposed 4'x 6'wood landing and 2'wide retractable stair to beach;maintain 10-foot non-turf buffer(sand and/or gravel"splash pad")along landward side of new bulkhead;and restore disturbed portions of naturally vegetated embankment with native grasses,as needed,all as depicted on the site plan prepared by'Jeffrey T.Butler,P.E.,P.C.,dated September 16,2022. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 21695 Soundview Avenue,Southold 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wed.,Nov.16,2022 at 5:30 pm,Town Hall Meeting Room,53095 Main Road,Southold You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. Rachel Levin Murphy PROPERTY OWNERS NAME: 11220 Soundview Avenue MAILING ADDRESS: Southold,NY 11971 PHONE #: 516-885-8931 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road,Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. ti { PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: SCTM#1000-135-1-6 10 Babcok Place Alexander&Florence Vasilakis Lynbrook,NY 11563 SCTM#1000-135-1-8 P.O.Box 6 Ellen Wiederlight&Jody Levin New Suffolk,NY 11956 SCTM#1000-135-2-9.3 51475 North Road Andrea Aurichio Southold,NY 11971 - SCTM#1000-135-2-10.1 320 Mt.Beulah Avenue Levin Family Ltd. Partnership Southold,NY 11971 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being duly sworn, deposes and says that on the 3rd day of November '2022 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton , that said Notices were ailed to each of said persons by (certified)(rvgiaoanxmail. Robert E.Herrmann Coastal Managment Specialist Sworn to before me this '3rd KIM H . STEPHEN S day of November 2022 N 0 T A R Y P U 9 L I C STATE OF NEW YORK COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK COTY Notary blicEXPIRES AUGUST Z , 20-99 ■ e Postal ■ , MAIL O ■ ■ -CERTIFIED MA D ■ ■ Domestic Mail Only Ln Domestic Mail Only ru IU Fordelivery information, —0 Certifled Mail Fee 17 Certified Mail Fee I Er $ t- t' 0-• $ `� Extra Services&Fees(check box,add fee as appropdate) A- i o'If ir, Extra Services&Fees(check box,add fee as appropriate) NMP P y�. t ❑Return Receipt(hardcopy) $ -A. •%�.,' J r ❑Retum Receipt(hanicopy) $ "�,t D"� /-n, C ❑Return Receipt(electronic) $ �� POstip ❑Return Receipt(electronic) $ i ostmark V�i 3 ❑Certified Mail Restricted Delivery $ Z—) s j ' r ❑Certified Mail Restricted Delivery $ Here E3 []Adult Signature Required $ C) Q` off. ❑Adult Signature Required $, NOV ❑Adult Signature Restricted Delivery$ un \�O�f' I El Adult Signature Restricted Delivery$ 19 + Postage Postageru ru — n.l 775)6$.% ti $i 8 SQA Alexander& Florence Vasilakis ra Se Ellen Wiederlight & Jody Levin Iv -----------_ E3 PO Box 6 •--------_-- nj 10 Babcock Place I r�� sa New Suffolk, NY 11956 1 Lynbrook, NY 11563 -,- -- cr, ■ • Postal o CERTIFIED RECEIPT , o RECEIPT r` Domestic Mail Only Domestic Mail Only Ln Er L1l Certified Mail Fee Ln Certified Mail Fee .0 $ y q, CO Extra Services&Fees(checkbox,add fee as appropriate) � �1`r�jr•-^ `V Extra Services&Fees(checkbox,add fee asappropdate) P1VtP ❑Return Receipt(hardcopy) ❑Return Receipt(hardcopy) $ I rq ❑Return Receipt(eiactronlc) $ I`t• Post ❑Return Receipt electronic $ O ❑certified Mall Restricted Delivery $ r•0 t1[��`a�?^ l ( ) �1 Ostmark 2 �.FJO e' ❑Certified Mail Restricted Delivery $ Q Here .4- C3 ❑Adult Signature Required $, �� /,� C3 ❑Adult Signature Required $. ,1 O E]Adult Signature Restricted Delivery 1 w\®� []Adult Signature Restricted Delivery$ ` 1\O� •� '0 Postage �n p Postage r\ Lr) t Er'Total Post: ��9 of Er Total Sent To Andrea Aurichio $ ra sant Levin Family Ltd Partnership ru o St�eelanar 51475 North Road I----- m 320 Mt. Beulah Avenue city state,"; Southold, NY 11971 Southold, NY 11971 cry_I Town of Southold LWRP CONSISTENCY ASSESSMENT FORM 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 si nim beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in 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# 135 - 1 7 PROJECT NAME Rachel Levin Murphy The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 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: Nature and extent of action: Construct approximately 201 if of steel bulkhead(with a 12'easterly return)in place of existing 133 if fiberglass bulkhead and approximately 691f portion of existing+/-73 if concrete seawall;install reinforced concrete anchor at property line on landward side of +/-4'portion of concrete seawall to remain;remove existing concrete steps to beach;backfill with approximately 50 cy of clean sandy fill to be trucked in from an approved upland source;construct 4'x 43'wood boardwalk between existing stone steps down embankment and proposed 4'x 6'wood landing and 2'wide retractable stair to beach;maintain 10-foot non-turf buffer(sand and/or gravel"splash pad")along landward side of new bulkhead;and restore disturbed portions of naturally vegetated embankment with native grasses,as needed,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated September 16,2022. C./ Location of action: 21695 Soundview Avenue,Southold Site acreage: , 44,014 sf Present land use: Residential,single family dwelling Present zoning classification: R-40 i 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: Rachel Levin Murphy (b) Mailing address: 11220 Soundview Avenue\ Southold,NY 11971 (c) Telephone number: Area Code 516-885-8931 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® Noy❑ If yes, which state or federal agency? USAGE,NYSDEC,NYSDOS l 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. ❑Yes ❑ 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 Attach additional sheets if necessary Policy 3. Enhancei 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 ® Not Applicable 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 ❑ No ❑ Not Applicable --SEE ATTACHED ADDENDUM-- 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 ❑ 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 Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR RACHEL LEVIN MURPHY 21695 SOUNDVIEW AVENUE SOUTHOLD,NY SCTM#1000-135-1-7 I Policy 4 For the purpose of maintaining the property's historical method of protection against erosion and flooding, the project proposes to construct a steel bulkhead in place of a concrete seawall that was constructed prior to 1977 and a fiberglass bulkhead that was constructed in place of a previously existing timber bulkhead pursuant to Town wetlands and coastal erosion management permits 7204 & 7204C in 2009. There is no viable non-structural alternative means of maintaining and protecting the upland portion of the property in its current location; and without maintenance of the bulkhead, the subject and adjacent properties would be exposed to severe flooding and erosion damage. A replacement of the existing structures with a steel bulkhead is proposed in response to the signs of growing damage to the more than 45-year old concrete seawall and the wave damage sustained by the fiberglass bulkhead in less than 15 years. The steel wall is designed in accordance with generally accepted engineering principles and is intended to provide long term shoreline stabilization by withstanding inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. A reinforced concrete anchor will be installed on the landward side of the remaining portion of concrete seawall at the east property line to stabilize the proposed wall's connection to the existing; and a retractable "flip-up" stair will provide access to the beach, thus avoiding the possibility of a fixed stair being destroyed and cast along the shoreline. Thus, consistent with Policy 4, the project will maintain the historically stabilized shoreline condition to minimize the loss of life, structures, and natural resources without causing a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. I J I a i E The proposed bulkhead will consist oz sieel sheathing;the existing concrete bulkhead wiu be removed;a non-turf buffer will continue to be maintained adjacent to the reconstructed bulkhead;and any disturbed portions of the naturally vegetated bank will be revegetated with native grasses upon completion of construction,thus ensuring the protection and restoration of the quality and function of the adjacent Long Island Sound shoreline ecosystem. 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 ❑ NON Not Applicable 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. [] Yes ❑ 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. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORDING COAST POLICIES Policy 10. Protect Southold�'s water-dependent uses and promote`sing of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable i 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 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 V Not Applicable 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 PREPARED BY TITLE Coastal Management specialist DATESept.20,2022 Robert E.He ann Amended on 811105 S i EN-CONSULTANTS September 20,2022 Town of Southold Board of Trustees D e !� 54375 Main Road � �f Post Office Box 1179 Southold,New York 11971 t SEP 2 6 2Q22 Re: Rachel Levin MurphylI��—�{�— "outYiGY11iYJA1 21695 Soundview Avenue, Southold Bt)8Rtof;oVdTb es SCTM#1000-135-1-7 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Four(4)Wetland Permit&Coastal Erosion Permit Applications including: a) Authorization&Disclosure Forms; b) Short Environmental Assessment Form; c) LWRP Consistency Assessment Form. 2. Two(2) sets of photographs. 3. Site plan prepared by Jeffrey T. Butler,P.E.,P.C., dated September 16,2022. 4. Survey prepared by Metes and Bounds Surveying, last dated April 12, 2018. 5. Application fee of$500.00. I hope this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sin rely, Robert '. Herrmann Coastal`Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136, www.enconsultants.com environmental consulting