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TR-7693
—f tsi-:7'.'4044.4.V.''''''..'-'9- - • 444.111\flih•,-,. -_-_-• 1-nier , •%,,..,-.. - - . „,"'N't AV''',--..- • 1—:7::::\''' "-- .4,40..141447NA ,,,..?,..Y-...1""?''''-'' ''\: '''‘Nik JO.0 ' '''' ' . 41.N°el,,, -.. y}xy<[- :71,-77. .. k tiSl :,,,...., ".,,, �. 4 to 4' A 1 \UVbb ,, 4'bX. } vs.,. ., _._ _, _ w K.,�v., � ,vtis• � �� � ! � •l," 404:4 . ! BOARD OF SOUTHOLD TOWN TRUSTEES A ' „ SOUTHOLD,NEW YORK 1 �` PERM,„ IT NO. & 7693C DATE: NOVEMBER 16,2011 �' 1 ISSUED TO: KATIE NICKOLAUS •„`; �yr� / a PROPERTY ADDRESS: 17555 SOUNDVIEW AVE., SOUTHO 1 IS ; .;/°q,,' SCTM#51-1-2 �I roil � T y .x;11} AUTHORIZATION �� �., ,if,_. 4 Pursuant to the provisions of Chapter 275'and Chapter 111 of the Town Code of the Town of Southold : and in accordance with the Resolution of the Board of Trustees adopted at the held on November 16,20 ' P meeting in consideration of application fee in the sum of$500.00paid byKatie Nickolaus and subject to the Terms and '' �- %aa PP j ,�. V Conditions as`stat&d in'the Resolution;the Southold Town Board of Trustees authorizes and permits the foliowm :' �' Wetland Permit and CoastaFEro'sion Permit to construct approx.300 If. of stone ,` � ,-i revetment along eroding toe of bluff with westerly angled return; restore bluff face with :k, terrace retaining walls,approx. x,400 cy:of sand re-nourishment,and native plantings; :_� f ---;•s establish vegetated 15' non-turf buffer with berm on landward side of bluff crest; remov: ',g. existing swimming pool and patio, rrelocate existing sanitary system located near bluff i •more than 100' from bluff crest; and install draina ea stem at,least 100' from bluff wit� t �` the condition of a review of plant survival after two (2) years, and re-vegetation, as rS I I needed,and as depicted on�the'site plan-prepared'by Jeffrey T. Butler last dated Octobe ),-- 24,201.1'and stamped approved onk November 16;2011. it,.„:,--T: °`I { IN'WITNESS WIIEREOF,,the said Board of-Trusteesherebycauses its Corporate Seal to be affixed, a and these presents to be subscribed by a majority of the said Board as of this date. ,A,-----i / MI Z,t. .,#).;:,` V 4 %s ad10.l EI�. 14.\ ' ' ' /ea, 1�j N COO L , r ..1/49, - ' ?� ��,�'�'s b�►— e rte' �►� ,c Lr \ _�al _`�ik lir j � } i.:_,,r,-1.0,1-::-' � 4--- --;:;:,: /yoga1* r>FSh vers L �\t ows ),-, - 4 ' °°/ll 1!1\r'u. I 1!Ni: '.°s// V 1\ i —V'- �/ u! �1i r 11110,0 Y i.r ,.�i \L MARTIN D.FINNEGANSCOTT A.RUSSELL �,, TOWN ATTORNEY ii"'! S®Uiti, ' - Supervisor martin.finnegan@town.southold.ny.us Iii JENNIFER ANDALORO ��$ `14 3 Y ® Town Hall Annex, 54375 Route 25 ASSISTANT TOWN ATTORNEY i •- { w..-,:A''. % P.O.Box 1179 rSouthold, New York 11971-0959 jennifer.andaloro@town.southold.ny.us G Ir° :;1r,'":,... �t ` � ® }} fO1 LORI M.HULSE ! i� Telephone(631) 765-1939 ASSISTANT TOWN ATTORNEY ‘2reOU��`°�//�, csi}niic463.1.'6.5. 6639 Rw lori.hulse@town.southold.ny.us "'� j� � VJ �l 17/ Ink OFFICE OF THE TOWN ATTORNEY LI D " 1 TOWN OF SOUTHOLD SEP q 201 .�� Southho1;; gown Beare of Trustees m Kim Stephens September 21, 2012 En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: Katie Nickolaus, Wetlands Permit No. 7693 & 7693C Dear Ms. Stephens, I have reviewed the Declaration of Covenants draft you submitted to this office with respect to the above referenced application concerning the vegetative fifteen foot wide non turf buffer to be established and subsequently maintained along the landward side of the bluff crest. The covenants and restrictions document must be executed and filed with the County pursuant to §275-10(K)of the Southold Town Code. Please note that a copy of this document or, in the alternative, a sworn statement attesting to the filing is to be presented to the Office of the Board of Trustees within 90 days of issuance of the permit. Regards, 1 Lori M. Hulse Assistant Town Attorney Cc: Board of Trustees 57 /..,a, • • James F.King,Presidente' 4 S0114O_` Town Hall Annex Bob Ghosio,Jr.,Vice-President ��� �� l0 54375 Main Road P.O.Box 1179 Dave Bergen • * * Southold, New York 11971-0959 • John Bredemeyer G C Michael J.Domino i0I Telephone(631)765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 22, 2012 Mr. Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: KATIE NICKOLAUS 17555 SOUNDVIEW AVE., SOUTHOLD SCTM# 51-1-2 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 22, 2012: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit #7693 and Coastal Erosion Permit#7693C to include a crossview of the proposed westerly return with any disturbed vegetation to be replanted; and any discharge pipes protruding from the bluff face to be removed; and as depicted on the revised site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated June 22, 2012 and stamped approved on August 22, 2012. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, of , Jam s F. King President,Board of Trustees JFK:amn • 111 James F.King,President �� C P.O.Box 1179 Bob Ghosio,Jr.,Vice-President 'IS Southold.NY 11971 Dave Bergen i . Telephone(631 765-1892 John Bredemeyer G T Fax(631)765-6641 Michael J. Domino • # �d �a/ 4, Baa. Southold Town Board of Trustees Field Inspection/Worksession Report /In f/rL Date/Time: g/ 5,J 2-- En-Consultants En-Consultants on behalf of KATIE NICKOLAUS requests an Administrative Amendment to Wetland Permit#7693 and Coastal Erosion Permit#7693C to include a crossview of the proposed westerly return with any disturbed vegetation to be replanted; and any discharge pipes protruding from the bluff face to be removed. Located: 17555 Soundview Avenue, Southold. SCTM# 51-1-2 Type of area to be impacted: c/ _Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Hi Type of Application: Wetland _Coastal Erosion e Amendment _Administrative Emergency Pre-Submission Violation Info needed: Modifications: Conditions: Present Were: J. King "B. Ghosio D. Bergen, �J. Bredemeyer ./Michael Domino D. Dzenkowski other Form filled out in the field by I / -� Ai Mailed/Faxed to: Date: F guF ,r -- r % Jill M. Doherty,President -*fa-, Town Hall, 53095 Main Rd. James F.King,Vice-President 1 ,y T P.O. Box 1179 Dave Bergen d 'g� Southold,NY 11971 Bob Ghosio,Jr. -r i ��'�r� Telephone(631) 765-1892 John Brederneyer = � � Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD LETTER OF REQUEST FOR AN AMENDME !I E [�11 it it JUL 2 7 2012 _- DATE July 26,2012 OWNER Katie Nickolaus PHONE 516-466-4493 ADDRESS 100 Great Neck Road,Apt.4G,Great Neck,NY 11021 AGENT En-Consultants PHONE 631-283-6360 ADDRESS 1319 North Sea Road, Southampton,NY 11968 PROPERTY LOCATION 17555 Soundview Avenue, Southold TAX MAP NO. 1000-51-1-2 Administrative 7693 and Coastal dye En-Consultants request an Amendment to Permit# Erosion Management Permit#7693C to reflect plans prepared by Jeffrey T.Butler,P.E.,P.C.,last dated June 22, 2012,which were modified as requested by the NYS DEC to include 1)a crossview of the proposed westerly return(with notation that any disturbed vegetation be replanted);and 2)a notation that any discharge pipes protruding from the bluff face be removed. Signed By: ROBERT ERRMANN,COASTAL MGMT.SPECIALIST • • 1319 North Sea Road Southampton, New York 11968 631-283-6360 '��= EN-CONSULTANTS Fax:631-2www.enconsultants.com 6136 .com www.enconsultants.com ENVIRONMENTAL CONSULTING July 26,2012 REQUEST FOR AN ADMINISTRATIVE AMENDMENT Town of Southold D LS C MEIN Board of Trustees D Post Office Box 1179 1 Southold,New York 11971 _ JUL 2 7 2012 Attn.: Lauren Standish Re: Katie Nickolaus Southhold Town 17555 Soundview Avenue, Southold Board of Trustees SCTM#1000-51-1-2 Dear Ms. Standish: In regard to the above referenced property,enclosed are the following for the Board of Trustees review: 1. Three(3)Letter of Request for an Amendment Applications including • a) authorization&disclosure forms, b) project plans,and 2. Application fee of$100.00. I trust this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sine elyP, �� i Ste hAns Enc. •ard of Trustees Application AUTHORIZATION (where the applicant is not the owner) . I /el 71:26€2//(4;67 4/111-/ residing at /e C7 4e ///C"CK/ A 1. -- (print owner of property) � (mailing address) do hereby authorize (Agent) 4 f to apply for permit(s) from the Southold Board of Town Trustees on my behalf. (Owner's signature) BOILof Trustees Application• /t/+?sr n_ County of Suffulk State of New York ^�.4Z iL Gl c 4 (c:y s 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 AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN 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(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. t'7Sig e�� SWORN TO BEFORE ME THIS lay DAY OFA(QE ,- ,20 /" fp!,IEL, "=ALDUINO Noftc x Iaf!of New York O1&LS14$340 mess a r-`= ifts County '�Y Commiffis�cyn ,�x0ir�May 15,Zp3� Notary Public S r APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the Dart of town officers and employees.The purpose of this form is to provide information which can alert the town of nossible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: A/Y /C-- /4 off, /6?-4c • (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.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee f/ / Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) 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 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 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 than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial 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. DESCRIPTION OF RELATIONSHIP Sittedthi 0 day of 200/0 Signature nature �j Print Name X4/9- R- /rite, S Form TS 1 DANIEL P.ALDUINO Notary Public-state of New York No.01AL6146340 Qualified in Nassau County E My Commission Expires May 15c, , dsY • • "' "" Jill M. Doherty,President0i ' S011jj Town Hall Annex Bob Ghosio,Jr.,Vice-President l'10,5 54375 Main Road James F. King 41 411 P.O. Box 1179 Southold, New York 11971-0959 Dave Bergen t. $ Q/ John Bredemeyer 4% Telephone(631) 765-1892 -et •��• Fax(631) 765-6641 C0()I�* BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line 1St day of construction % constructed ✓ Project complete, compliance inspection BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 7693 & 7693C DATE: NOVEMBER 16, 2011 n\1 . ISSUED TO: KATIE NICKOLAUS �' .- PROPERTY ADDRESS: 17555 SOUNDVIEW AVE., SOUTHOLD I � SCTM#51-1-2 AUTHORIZATIO N Pursuant to the provisions of Chapter 275 and Chapter 111 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 November 16 20 \ in consideration of application fee in the sum of$500.00 paid by Katie Nickolaus and subject to the Terms and I ' '� Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the followin:I Wetland Permit and Coastal Erosion Permit to construct approx.300 If. of stone ?, ' Cr revetment along eroding toe of bluff with westerly angled return; restore bluff face with terrace retaining walls, approx.2,400 cy. of sand re-nourishment, and native plantings; establish vegetated 15' •non-turf buffer with •berm on landward side of bluff crest; remov, existing swimming pool and patio; relocate existing sanitary system located near bluff 1 more than 100' from bluff crest; and install drainage system at least 100' from bluff,wt the condition of a review of plant survival after two(2)years,and re-vegetation, as : needed,and as depicted on the site plan prepared by Jeffrey T.Butler last dated Octobe 24,2011 and stamped approved on November 16,2011. IN WITNESS WHEREOF,the said Board of Trustees herebycauses its 1 Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. (.., 7 Wix et - r� =lam • 1 III ;,�t IS a -yam/ d ii it,' a e ev% er f"i il. i II t 4 S T. _ i ��: y VI / Vii/ / � • • TERMS AND CONDITIONS The Permittee,Katie Nickolaus,residing at 17555 Soundview Ave., Southold,NY 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. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Department of Real Properties 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. 9. That the said Board will be notified by the Pennittee of the completion of the work authorized. 10. That the Pennittee will obtain all other pennits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. • S pf SOp -- � Jill M. Doherty,President 1s•`��ly1 Town Hall Annex Bob Ghosio,Jr.,Vice-President �� /S. lQ ; 54375 Main Road James F.King IF P.O.Box 1179 Southold, New York 11971-0959 Dave Bergen : G John Bredemeyer �� '1/4 0 Telephone(631) 765-1892 l COOTI 1iI Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 16, 2011 Mr. Robert E. Herrmann En-Consultants 1319 North Sea Rd. Southampton, NY 11968 RE: KATIE NICKOLAUS 17555 SOUNDVIEW AVE., SOUTHOLD SCTM#51-1-2 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wed., November 16, 2011 regarding the above matter WHEREAS, En-Consultants on behalf of KATIE NICKOLAUS applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance, and Chapter 111 Coastal Erosion Management, applications dated October 26, 2011, and, WHEREAS, said applications were 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 applications be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said applications on November 16, 2011 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, and, 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, and, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees has found the applications to be Consistent with the Local Waterfront Revitalization Program, and, BE IT FUTHER RESOLVED, that the Board of Trustees APPROVES the applications of KATIE NICKOLAUS to construct approx. 300 If. of stone revetment along eroding toe of bluff with westerly angled return; restore bluff face with terrace retaining walls, approx. 2,400 cy. of sand re-nourishment, and native plantings; establish vegetated 15' non-turf buffer with berm on landward side of bluff crest; remove existing swimming pool and patio; relocate existing sanitary system located near bluff more than 100' from bluff crest; and install drainage system at least 100' from bluff, with the condition of a review of plant survival after two (2) years, and re-vegetation, as needed, and as depicted on the site plan prepared by Jeffrey T. Butler last dated October 24, 2011 and stamped approved on November 16, 2011. 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 truly yours, Jill Doherty, Preside l Boa of Trustees JMD/Ims Jill M.Doherty,President SOU T2,/- Town Hall Annex Bob Ghosio,Jr.,Vice-President '1 `0 54375 Main Road James F.King P.O. Box 1179 Southold, New York 11971-0959 Dave Bergen G C ,�� John Bredemeyer '�0 i�,�i Telephone(631) 765-1892 a l� i MTh �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#7693C Applicant/Agent: En-Consultants Permittee: Katie Nickolaus SCTM#: 51-1-2 Project Location: 17555 Soundview Ave., Southold Date of Resolution/Issuance: November 16, 2011 Date of Expiration: November 16, 2013 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: To construct approx. 300 If. of stone revetment along eroding toe of bluff with westerly angled return; restore bluff face with terrace retaining walls, approx. 2,400 cy. of sand re-nourishment, and native plantings; establish vegetated 15' non-turf buffer with berm on landward side of bluff crest; remove existing swimming pool and patio; relocate existing sanitary system located near bluff more than 100' from bluff crest; and install drainage system at least 100' from bluff, with the condition of a review of plant survival after two (2) years, and re-vegetation, as needed, and as depicted on the site plan prepared by Jeffrey T. Butler last dated October 24, 2011 and stamped approved on November 16, 2011. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: (apply if marked) 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: P ' Jill M. oherty, President Board f Trustees • • Jill M. Doherty, President ;�SFp��C Town Hall Annex Bob Ghosia,Jr.,Vice-President ,i ti-* 54375 Main Road James F. KingP.O.Box 1179 T ; Southold,New York 11971-0959 Dave Bergenigf2,� ' ; Telephone(631)766-1892 John Bredemeyer -woe `lA+a0 0' Pax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 30-YEAR MAINTENANCE AGREEMENT EROSION PROTECTION STRUCTURES CHAPTER 1114 5 OF THE SOUTHOLD TOWN CODE I (We) KATIE NICKOLAUS The owners of record of property at, 17555 SOUNDVIEW AVENUE,SOUTHOLD SCTM #1 000-51-1-2 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: ROCK REVETMENT,TERRACE RETAINING WALLS,AND SAND RENOURISHMENT,AS DEPICTED ON THE ENGINEERING PLANS PREPARED BY JEFFREY T.BUTLER,P.E.,P.C.,LAST DATED 8-24-11. 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 resourcees� features. Notarized owner etteof 621A-R. Notary Plolic arslA R.DANA NOTARY Pl6UC,Slate of New York No.4853101 Wad in Suffolk County This maintenanceag enExona t snail 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. sOFFOi - • �� diG Peter Young,Chairman ; 3 Town Hall,53095 Main Rd. Lauren Standish,Secretary `. at ir P.O.Box 1179 OSouthold,NY 11971 pdes Telephone(631)765-1892 T 01 Fax(631)765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., November 9, 2011, the following recommendation was made: Moved by Audrey Horton, seconded by Doug Hardy, it was RESOLVED to SUPPORT the Wetland Permit and Coastal Erosion Permit applications of KATIE NICKOLAUS to construct approx. 300 If. of stone revetment along eroding toe of bluff with westerly angled return; restore bluff face with terrace retaining walls, approx. 2,400 cy. of sand re-nourishment, and native plantings; establish vegetated 15' non-turf buffer with berm on landward side of bluff crest; remove existing swimming pool and patio; relocate existing sanitary system located near bluff more than 100' from bluff crest; and install drainage system at least 100' from bluff. Located: 17555 Soundview Ave., Southold. SCTM#51-1-2 Inspected by: Audrey Horton, Peter Young The CAC Supports the applications with the Condition of well-engineered remediation of the erosion problem to be measured against best management practices for bluff stabilization. There is a concern with the stability of the top of the bluff as well as a concern with the clay drainage pipe on the bluff. The project should include a provision for public access. Vote of Council: Ayes: All Motion Carried • . psUE FO( Jill M. Doherty,President r QN. COG P.O. Box 1179 Bob Ghosio,Jr.,Vice-President Southold,NY 11971 James F.King ti Telephone(631 765-1892 Dave Bergen y T j Fax(631)765-6641 John Bredemeyer .4 p'`r`r,� fir 4, Southold Town Board of Trustees Field Inspection/Worksession Report Date/Time: 1/ ' ?- I ( KATIE NICKOLAUS requests a Wetland Permit and Coastal Erosion Permit to construct approx. 300 If. of stone revetment along eroding toe of bluff with westerly angled return; restore bluff face with terrace retaining walls, approx.2,400 cy. of sand re-nourishment, and native plantings; establish vegetated 15' non-turf buffer with berm on landward side of bluff crest; remove existing swimming pool and patio; relocate existing sanitary system located near bluff more than 100'from bluff crest; and install drainage system at least 100'from bluff. Located: 17555 Soundview Ave., Southold. SCTM#51-1-2 Typ of area to be impacted: / L,Saltwater Wetland Freshwater Wetland l/Sound Bay Distance of proposed work to edge of wetland Part of,Town Code, proposed work falls trot‘t.275 VChapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Info needed: (\U455 Modifications: Conditions: Pi<,arft Were: J. Doherty%. Ghosio " J. King D Bergen, J. Bredemeyer D. 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P • ' ` \ g� � j\C, ti ,' ` : l t : - - s u: ' - . , ' 1 ' _ WI' I ''• / ` --`4 r. ,i•- 1 Nickolaus,McAllister&Jones 17555&17665 Soundview Ave.,Southold SCTM#'s:51-1-2&51-1-3 11/9/2011 • • '• . - , , • __r._ , • , 4 it * . iff :'..N.V.Tmr . • ' 41" .- • . • . • • ' 1. '1,,,,G • ., , ..-• 7 - ' r tie: V' '''' • ,'" ;ANA? .- . ... - ' `',,... . , 1 .. . -._ ... ,f- ' - - ''W ,,.; . • •'.' ' >Z.:, ' ‘.1: Li'.4' _, _' '6 4 ilk 4 '\..,4 \ ,..41!:'..,:: , .. , •-•0,.•,- .,-"-Ne- -...„0-'1.,.,.•.-,--„,1--..„, • ',.. - ,,_ ' ,. - . ...,.. ., ..• .„ .,... . ....17 .d..-.7...A.: ... /14. - - ..e;-,,... - -: --. .4'.,,it „,#;.; '_. . -.. — .-,-,--- Jr- -el . ',- 41' ._,"' 4• ... - ' • i'•f• ' • . 'tlk-..•••,: .:;.••••''''• _ , r!..•'' '' '''' '•' • •..,..''' -"-": - ..„ ':'•: .- -:'• •‘.- ,•4".;? '' , ''4,,iiA ' , -.4.....-Tts- '3 -3 • I 41e .01,4i•P , ' 1 .5.--N. • '.'1 Ifie,'4.',e..5- "• n - r 7-.. . 7.• .v: '. 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' - f.: } . - / f J r 1. il(14"*'".." r F' r r X •? .../4-__-' ~ . • •J . r7' ` L. ii ! ,,'` yt • r r Vit. _ ° , `'',.. 4''':''7'......": ,...;Ifik, ,-;.:,-..:.:.---' ' ., s....._ ,..- : • t...,.....,.-A- ).,.\ Awe t \‘ .. . c,ip , , ,Ns..1,i,,A., - . 47' a e3 t °t`0' ? �' �R . . , „or • - ' • ...l•f‘ Nickolaus,McAllister&Jones 17555&17665 Soundview Ave.,Southold SCTM#'s:51-1-2&51-1-3 11/9/2011 . ' • .1 - •. • - r • • c... •411' 4! . , • • • . . . • ' • -4... !Wri . ,t1 !.. AS; • ..110$0." • • . . ; • ' .• %tilt • • '!". - 4. • „ -, /'4 „.1 A . . • • . • • KATIE NICKOLAUS, 17555 SOUNDVIEW AVENUE,SOUTHOLD I, ti • Re -114 lP A f Figure 1. Looking northeast from beach at eroding bluff to be stabilized,renourished,and revegetated and also at adjacent bluff to east to be similarly restored as part of same project. ri. : �� 1 I+1 1 _. Figure 2. Looking northwest from beach at eroding bluff to be stabilized,renourished, and revegetated • • KATIE NICKOLAUS, 17555 SOUNDVIEW AVENUE,SOUTHOLD ;. i .-,;;,,-.1.',', ..a3 ° • 1 lig .''' Tr,flit,,,,,,' 1 T't1' 1 ..- . / ,;.1*1666 idd 00 i C.110 ii, r ' .,'•. I . ' " / .. -- Figure 3. Looking east along eroding bluff crest and face to be restored. ofjilt,M- � ! ,; �f. f I ,L, s ,1° 1, `' , .. 1, A i ...,....:'''.• ,', ,.'' i f 'F' . t• i• �R° �.h:, Al • „8..� s- y< {• t. J Si f29yn F . d nhr.11, , ,... 40 , , ) ,41,,,lw, lot,‘ \\\,,,,,,,‘,,,- - it , . . • . .. , . 14t' ivoins imum 1117, ..= . ,1,1 ..', r 1 . . ,,.. t k „, ,, ,.. . . .., ,' ..: _ . , • • , .„..„,. , .,.. ,. " , . ,\•„,, , ,,\ •, ,,....,„.,, , ...,. . .....„. ,.. ...:,.,;. :,. .. .....„..... . ,, ,,, .•:,,.:•,,,,r. ,. .4,,,.., . (, ,(,,,0014.0;xiolst,,,,, :., P • • NJj f ' "y1 , i,;..1.-...,4,. "n.. '.C lV ' 44 4 , A i '.!� $R �' t if ' h `. 1 ',4i4 m . _ _ Figure 4. Looking west along eroding bluff crest and face to he restored. • 110 KATIE NICKOLAUS, 17555 SOUNDVIEW AVENUE,SOUTHOLD Ik , ri rr II . • '<#4.''-'11-n;•/. �-..11116H,• ;/ , ; -6 .�Kshf Ori eti . • r -r.. , 414 , 1 ,4• • AA li t'.. _ Figure 5. Looking north down bluff face on July 8,2009 at then sloughing fence and collapsed wood landings and stairs. I 1Hhit m , -i iii III rt ' , i'. iiiMINTEMII•mt-t t ? 0 miorrommn I s I mmmurt•sr . !...:11i -` IIMMETEMIOMMII7 MIMINFtRMIMET1•-T ! I I I I ' -" I _ t \1 1 i Figure 6. Looking east at existing pool patio and edge of swimming pool to be removed and at lawn area to be replaced with naturally planted nonturf buffer adjacent to bluff crest. T. z.+s. _ ... ....K .. .�.+_ .. vim..'_ , � ... ............._..._.s.-���. n ieM aR SOUND 30-2-2TC7<RR./ '111 e t Q 43 cit.a. , aeegc..o.iioi. �a ISIANN • `� LONG ihis i n 1 lsa[�.xa.•a SLHD S ' s A v E. . OVA 5 Na=.xo.�r F Now.. li MSept0 .€14 c9 agate'. vo Ni ,. 0 w 111 flin117 It 0 „.4.040fr .74) ..... . i rms.enemormaae i •„ „ mmrn ,4 Fye°`a. O era eacw '�^ pnu 4 �1 No Pm Pc, WA: , II, 4%/0 III + 1 4,,„„,,, ,,iek 0,„,.: , .: ar IL ..e. a 3 semwxxo COU —TrNTY 'wn,oa .�..... ReaGRmpe OTax Sennce Ageennry s 51 xm • • 1319 North Sea Road AL. EN-CONSULTANTS Southampton, New York 11968 631-283-6360 Fax: 631-283-6136 www.enconsultants.com ENVIRONMENTAL CONSULTING December 29,2011 • JAN - 3 2012 Town of Southold Board of Trustees 54375 Main Road t Post Office Box 1179 Southold,New York 11971 Attn.: Lauren Standish Re: Katie Nickolaus 17555 Soundview Avenue, Southold SCTM#1000-51-1-2 Dear Ms. Standish: Enclosed for your files is the 30-Year Maintenance Agreement for the property referenced above. I hope this submittal shall enable issuance of the Wetland and Coastal Erosion permits. Thank you for your attention to this matter. Sincerely, s�A tephe Enc. Re: Katie Nickolaus • I,,,, „�__- • OFFICE LOCATION: Pe4 SOUr4 MAILING ADDRESS: Town Hall Annex ' IS' 4 y P.O. Box 1179 54375 State Route 25 ; * * Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) 07 Southold, NY 11971 ; Q I Telephone: 631 765-1938 � Il Fax: 631 765-3136 1/ �fCOVI111, ' //l ,I/ LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM ! i ` jt, �( fk01! 1 4 To: Jill Doherty, President Town of Southold Board of Trustees i From: Mark Terry, Principal Planner - LWRP Coordinator Date: November 14, 2011 Re: Proposed Wetland Permit for KATIE NICKOLAUS SCTM# 1000-51-1-2 En-Consultants on behalf of KATIE NICKOLAUS requests a Wetland Permit and Coastal Erosion Permit to construct approx. 300 If. of stone revetment along eroding toe of bluff with westerly angled return; restore bluff face with terrace retaining walls, approx. 2,400 cy. of sand re-nourishment, and native plantings; establish vegetated 15' non-turf buffer with berm on landward side of bluff crest; remove existing swimming pool and patio; relocate existing sanitary system located near bluff more than 100' from bluff crest; and install drainage system at least 100' from bluff. Located: 17555 Soundview Ave., Southold. SCTM#51-1-2 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP review provided the following best management practices are required if the action is approved: To further Policy 5: Protect and Improve Water Quality in the Town of Southold and Policy 6; Protect and Restore the Quality and Function of the Town of Southold Ecosystem it is recommended that the Board require a silt boom during construction. It is recommended that the Board require survival and maintenance terms for all re-vegetated areas. It is further recommended that the non-turf buffer be extended to the landward limit of the Coastal Erosion Hazard Area in the west of the parcel. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney OFF04 410 Jill M.Doherty, President Town Hall, 53095 Main Rd. James F.King,Vice-President ,� T P.O . Box 1179 Dave Bergen y ttr Southold,NY 11971 Bob Ghosio,Jr. $$ ��rrr Telephone (631)765-1892 John Brederneyer - 1 *rr,d Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only 1-Coastal Erosion Permit Application u/Wetland Permit Application Administrative Permit � Amendment/Transfer/Extension '4 ceived Application: S 7PO I II ,deceived Fee: .! —Cmpleted Application ID 4) 1J - - --- Incomplete SEQRA Classification: _ _ Type I Type II Unlisted _Coordination: (date sent) LWRP Consistency Assessment Form 10134d C Referral Sent: 0 It ,�rtate of Inspection: - _Receipt of CAC Report: Lead Agency Determination: Technical Review: —TAM-lie Hearing Held: ) (tt Resolution: Name of Applicant KATIE NICKOLAUS Address 100 GREAT NECK ROAD,APT.4G,GREAT NECK,NY 11021 Phone Number: (516) 466-4493 Suffolk County Tax Map Number: 1000 - 51-1-2 Property Location: 17555 SOUNDVIEW AVENUE,SOUTHOLD (provide LILCO Pole #, distance to cross streets, and location) AGENT:EN-CONSULTANTS (If applicable) Address: 1319 NORTH SEA ROAD, SOUTHAMPTON,NY 11968 rs{ e Phone:631-283-6360 C yo'4" \\1 •oard of Trustees Appli.cai GENERAL DATA Land Area(in square feet): 113,206 S.F. Area Zoning: R-80 Previous use of property: RESIDENTIAL, SINGLE-FAMILY DWELLING Intended use of property:NO CHANGE Covenants and Restrictions: Yes X No If"Yes", please provide copy. Does this project require a variance from the Zoning Board of Appeals Yes X N If"Yes", please provide copy of decision. Prior permits/approvals for site improvements: Agency Date X 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): In conjunction with adjacent property to east,construct approximately 300 linear feet of stone revetment along eroding toe of bluff with westerly angled return; restore bluff face with terrace retaining walls,approximately 2,400 cubic yards of sand renourishment,and native plantings;establish vegetated 15'nonturf buffer with berm on landward side of bluff crest; remove existing swimming pool and patio;relocate existing sanitary system located near bluff more than 100 feet from bluff crest;and install drainage system at least 100 feet from bluff,all as depicted and detailed on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated October 24,2011. •oard of Trustees Applicatio WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To stabilize,renourish,and revegetate eroding bluff. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 Closest distance between nearest existing structure and upland edge of wetlands: N/A feet Closest distance between nearest proposed structure and upland edge of wetlands: N/A feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? N/A cubic yards How much material will be filled? +/-2,400 cubic yards Depth of which material will be removed or deposited: N/A feet Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: Approximately 2,400 cubic yards clean sandy fill will be dumped and graded on bluff face behind proposed stone revetment and terrace walls and planted with native vegetation. 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): See attached. • The subject property is located along a stretch of Long Island Sound fronting Soundview Road in particular that has been severely impacted by extreme and accelerated erosion during several Nor'easter events in the past few years, culminating with an avulsive loss throughout the Hashamomuck Cove shoreline during the Christmas 2010 Blizzard, a shoreline condition that was more recently prevented from experiencing a full summer beach recovery prior to the upcoming winter storm season due to storm surge associated with Tropical Storm Irene in early September. In response to this erosion, several privately owned properties throughout this geologic cell have been forced to replace or construct new shoreline stabilization structures in response to accelerated shoreline erosion. The Town of Southold was similarly forced to make significant repairs to its public beach located less than a mile to the east and to apply for a publicly sponsored revetment project approximately several hundred feet to the beach's west in order to prevent the breach of Soundview Road itself. In addition to these lower lying properties to the east,both the subject property and the adjacent property to the east have experienced similarly severe erosional losses of their fronting bluff, as evidenced by a landward transgressing bluff toe, a steepening bluff face, and a sloughing of the bluff crest, all resulting in the loss of bluff and adjacent upland. As a result of the erosion of this property, decking structures and fencing have already been lost down the bluff, and currently the swimming pool and surrounding patio are at imminent risk of collapsing down the bluff and onto the beach of Long Island Sound. Thus,to remediate this process of loss and potential loss, an erosion control project has been designed in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service to simultaneously stabilize the toe, top, and face of the bluff by implementing a combination of structural toe stabilization; structural and vegetative bluff face renourishment; and shoreline retreat, including the removal of accessory structures and landward relocation of sanitary facilities. Specifically, a stone revetment is proposed to stabilize the toe of the bluff, which will occur first. Then the bluff face can be stabilized with terrace walls and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. Comprehensive terracing will be used in the upper portion of the bluff due to the limited space within which to rework the bluff crest. A nonturf buffer to be planted with native vegetation will be established in place of existing lawn behind the top of the bluff to increase the absorption capacity of the upland area behind the bluff in order to reduce the volume of surface water runoff reaching the bluff. A small berm is incorporated into the landward portion of the buffer to slow the potential rate of sheet flow runoff down the bluff during heavy rain events when water is moving faster than it can be efficiently absorbed. A stormwater drainage system will be installed to provide additional structural remediation of stormwater runoff, and an existing sanitary system located near to the top of the bluff will be relocated to the landward side of the house and more than 100 feet from the bluff crest. To eliminate the immediate erosion risk to the swimming pool and patio (and conversely, the potential risk to the bluff and beach from their collapse),these structures will be removed. • • Pursuant to principles set forth by Chapter 275-11(B)(1)(b), the proposed stone revetment is proposed in an area suffering from extreme erosion,as described above. Pursuant to Chapter 275-11(B)(1)(b) and Chapter 111-15,the revetment will be Stalled with a sloped face and angled returns with no surface encroachment on the beach seaward of the existing, eroded bluff toe so as not to cause a measurable increase in erosion at the site or adjacent properties. The structure is being installed in conjunction with the adjacent property to the east, whose bluff is experiencing similarly dramatic erosional damage. Pursuant further to Chapter 111-15, the purpose of the structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff,the property's natural protective feature;the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability in to withstand inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. In addition to the project's conformance with Chapters 275 and 111,the project is further consistent with Policy 4 of the LWRP because the structure is being proposed only where non-structural, vegetative means alone would not be sufficient to stem the ongoing bluff erosion; where the natural protective feature cannot be effectively enhanced without effective stabilization at the toe; where a hard structure is the only design consideration that can practicably and effectively provide such toe stabilization; and where vegetative enhancement is and will remain part of the long-term remediation plan design. •oard of Trustees Applicata', COASTAL EROSION APPLICATION DATA Purposes of proposed activity. To stabilize,renourish,and revegetate eroding bluff. 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? N/A (cubic yards) How much material will be filled? +/-2,400 (cubic yards) Manner in which material will be removed or deposited: Approximately 2,400 cubic yards clean sandy fill will be dumped and graded on bluff face behind proposed stone revetment and terrace walls and planted with native vegetation. Describe the nature and extent of the environmental impacts reasonably anticipated resulting from implementation of the project as proposed. (Use attachments if necessary) See attached. • • The subject property is located along a stretch of Long Island Sound fronting Soundview Road in particular that has been severely impacted by extreme and accelerated erosion during several Nor'easter events in the past few years, culminating with an avulsive loss throughout the Hashamomuck Cove shoreline during the Christmas 2010 Blizzard, a shoreline condition that was more recently prevented from experiencing a full summer beach recovery prior to the upcoming winter storm season due to storm surge associated with Tropical Storm Irene in early September. In response to this erosion, several privately owned properties throughout this geologic cell have been forced to replace or construct new shoreline stabilization structures in response to accelerated shoreline erosion. The Town of Southold was similarly forced to make significant repairs to its public beach located less than a mile to the east and to apply for a publicly sponsored revetment project approximately several hundred feet to the beach's west in order to prevent the breach of Soundview Road itself. In addition to these lower lying properties to the east,both the subject property and the adjacent property to the east have experienced similarly severe erosional losses of their fronting bluff, as evidenced by a landward transgressing bluff toe,a steepening bluff face, and a sloughing of the bluff crest, all resulting in the loss of bluff and adjacent upland. As a result of the erosion of this property, decking structures and fencing have already been lost down the bluff; and currently the swimming pool and surrounding patio are at imminent risk of collapsing down the bluff and onto the beach of Long Island Sound. Thus,to remediate this process of loss and potential loss, an erosion control project has been designed in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service to simultaneously stabilize the toe, top, and face of the bluff by implementing a combination of structural toe stabilization; structural and vegetative bluff face renourishment; and shoreline retreat, including the removal of accessory structures and landward relocation of sanitary facilities. Specifically, a stone revetment is proposed to stabilize the toe of the bluff, which will occur first. Then the bluff face can be stabilized with terrace walls and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. Comprehensive terracing will be used in the upper portion of the bluff due to the limited space within which to rework the bluff crest. A nonturf buffer to be planted with native vegetation will be established in place of existing lawn behind the top of the bluff to increase the absorption capacity of the upland area behind the bluff in order to reduce the volume of surface water runoff reaching the bluff. A small berm is incorporated into the landward portion of the buffer to slow the potential rate of sheet flow runoff down the bluff during heavy rain events when water is moving faster than it can be efficiently absorbed. A stormwater drainage system will be installed to provide additional structural remediation of stormwater runoff, and an existing sanitary system located near to the top of the bluff will be relocated to the landward side of the house and more than 100 feet from the bluff crest. To eliminate the immediate erosion risk to the swimming pool and patio (and conversely, the potential risk to the bluff and beach from their collapse), these structures will be removed. • • Pursuant to principles set forth by Chapter 275-11(B)(1)(b),the proposed stone revetment is proposed in an area suffering from extreme erosion, as described above. Pursuant to Chapter 275-11(B)(1)(b)and Chapter 111-15,the revetment will be installed with a sloped face and angled returns with no surface encroachment on the beach seaward of the existing, eroded bluff toe so as not to cause a measurable increase in erosion at the site or adjacent properties. The structure is being installed in conjunction with the adjacent property to the east,whose bluff is experiencing similarly dramatic erosional damage. Pursuant further to Chapter 111-15,the purpose of the structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff, the property's natural protective feature; the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability in to withstand inundation,wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. In addition to the project's conformance with Chapters 275 and 111, the project is further consistent with Policy 4 of the LWRP because the structure is being proposed only where non-structural,vegetative means alone would not be sufficient to stem the ongoing bluff erosion; where the natural protective feature cannot be effectively enhanced without effective stabilization at the toe; where a hard structure is the only design consideration that can practicably and effectively provide such toe stabilization; and where vegetative enhancement is and will remain part of the long-term remediation plan design. • 617.20 SEQR PROJECT ID NUMBER APPENDIX C STATE ENVIRONMENTAL QUALITY VIEW SHORT ENVIRONMENTAL ASSESSMENT FORM • for UNLISTED ACTIONS Only PART 1-PROJECT INFORMATION (To be completed by Applicant or Project Sponsor) KAAI 1E;1 C:IC/_SPONSOR Y 2.PROJECT NAME EN-CONSULTANTS l3 3.PROJECT LOCATION: Munidpality SOUTHOLD County SUFFOLK 4.PRECISE LOCATION:Street Address and Road Intersections.Prominent landmarks etc-or provide map 17555 SOUNDVIEW AVENUE, TOWN OF SOUTHOLD, SCTM#1000-51-1-2 5.IS PROPOSED ACTION: ® New ❑Expansion ❑Mxlification/alteration 6. DESCRIBE PROJECT BRIEFLY: In conjunction with adjacent property to east,construct approximately 300 linear feet of stone revetment along eroding toe of bluff with westerly angled return;restore bluff face with terrace retaining walls,approximately 2,400 cubic yards of sand renourishment,and native plantings;establish vegetated 15'nonturf buffer with berm on landward side of bluff crest;remove existing swimming pool and patio;relocate existing sanitary system located near bluff more than 100 feet from bluff crest;and install drainage system at least 100 feet from bluff,all as depicted and detailed on the site plan prepared by Jeffrey T. Butler, P.E.,P.C., last dated October 24,2011. 7. AMOUNT OF LAND AFFECTED: Initially 2.599 acres Ultimately 2.599 acres 8.WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER RESTRICTIONS? ®Yes El No If no,describe briefly: 9.WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT?(Choose as many as apply.) ®Residential El Industrial ElCommercial ❑Agriculture El Park/Forest/Open Space Other(describe) 10.DOES ACTION INVOLVE A PERMIT APPROVAL OR FUNDING,NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY(Federal,State or Local) ®Yes ❑No If yes,list agency name and permit/ approval: DEC 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? ❑Yes ®No If yes,list agency name and permit/ approval: 1�5 A RLT OF PROPOSED ACTION WILL EXISTING PERMIT/ APPROVAL REQUIRE MODIFICATION? Yes No I CERTIFY TH T THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant/ Sponsor Name 41•BERT E. HERRMANN,COASTAL MANAGEMENT SPECIALIST Date:OCTOBER 25,2011 Signature !et. If the action is a Coastal Area,and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment S S PART II- IMPACT ASSESSMENT(To be completed by Lead Agency) A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR,PART 617.4? If yes,coordinate the review process and use the FULL EAF. ❑Yes ILI No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR.PART 617.6? If No,a negative declaration may be superseded by another involved agency. Yes E✓ No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING:(Answers may be handwritten,If legible) CI. Existing air quaky,surface or groundwater quality or quantity,noise levels,existing traffic pattern,solid waste production or disposal, potential for erosion,drainage or flooding problems? Explain briefly: • C2. Aesthetic,agricultural,archaeological,historic,or other natural or cultural resources;or community or neighborhood character?Explain briefly: C3. Vegetation or fauna,fish,Shellfish or wildlife species,significant habitats,or threatened or endangered species?Explain briefly: C4. A community's existing plans or goals as officially adopted,or a change In use or Intensity of use of land or other natural resources?Explain briefly: C5. Growth,subsequent development,or related activities likely to be induced by the proposed action?Explain briefly: • C6. Long term,short term,cumulative,or other effects not identified in Cl-05? Explain briefly: C7. Other Impacts(including changes in use of either quantity or type of energy? Explain briefly: D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA(CEA)? (If yes,explain briefly: Yes a No E. IS THERE,OR IS THERE LIKELY TO BE,CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? If yes explain: El Yes a No PART III-DETERMINATION OF SIGNIFICANCE(To be completed by Agency) INSTRUCTIONS: For each adverse effect identified above,determine whether It is substantial,large,important or otherwise significant. Each effect should be assessed in connection with its(a)setting(i.e.urban or rural);(b)probability of occurring;(c)duration;(d)irreversibility;(e) geographic scope;and(f)magnitude. If necessary,add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse Impacts have been identified and adequately addressed. If question d of part if was checked yes,the determination of significance must evaluate the potential impact of the proposed action on the environmental characteristics of the CM. Check this box ifyou have identified one or more potentially large or significant adverse impacts which MAY occur.Then proceed directly to the FULL EAF and/or prepare a positive declaration. Check this box If you have determined,based on the Information and analysis above and any supporting documentation,that the proposed actor WILL NOT result in any significant adverse environmental impacts AND provide,on attachments as necessary, the reasons supporting this determination. Board of Trustees ft <- 3 (,� Name of Lead Agency Date Jill M. Doherty President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer I(fiagignaNres of Respo Officer In Lead Agency Signature of Preparer(If different from responsible officer) /• 'S.,, iiia - t„'pSUFF01,� _ • 'troNtat - COG Jill M. Doherty, President 513 �� e Town Hall,53095 Main Rd. Bob Ghosio,Jr. ,Vice-President ' en P.O. Box 1179 James F. King *' �� Southold,NY 11971 Dave Bergen =oto ���,� Telephone(631)765-1892 John Bredemeyer : 1 o Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of KATIE NICKOLAUS COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING 1, Robert E. Herrmann , residing at/dba En-Consultants , 1319 North Sea Road, Southampton, NY being duly sworn, depose and say: That on the4day of iAbv1PA t;R , 2011, 1 personally posted the property known as 17555 Soundview Avenue, Southold, NY by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wed Novemb•r 16 2011 on or about 6:00 PM. Dated: (signat‘ie) Sworn to before me this 16thday of Nov.2011 - ' cilcjipC.) No.ary ublic KIM R ;warBS NOIAwyPEA' Bt. IC STA1E I E YORK COMMISSION K0 . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 2013 . • • NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: KATIE NICKOLAUS SCTM#1000-51-1-2 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: In conjunction with adjacent property to east,construct approximately 300 linear feet of stone revetment along eroding toe of bluff with westerly angled return;restore bluff face with terrace retaining walls, approximately 2,400 cubic yards of sand renourishment,and native plantings;establish vegetated 15' nonturf buffer with berm on landward side of bluff crest;remove existing swimming pool and patio; relocate existing sanitary system located near bluff more than 100 feet from bluff crest; and install drainage system at least 100 feet from bluff,all as depicted and detailed on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated October 24,2011. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 17555 SOUNDVIEW AVENUE, TOWN OF 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: NOVEMBER 16TH,2011 @ 6:00 P.M. 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. KATIE NICKOLAUS PROPERTY OWNERS NAME: 100 GREAT NECK ROAD,APT.4G MAILING ADDRESS: GREAT NECK,NY 11021 PHONE#: 516-466-4493 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. �OF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEI Name: Address: BARBARA JONES& MICHAEL McALLISTER 12 EAST 88TH STREET,APT. 5A NEW YORK,NY 10128 EDWARD C.BOOTH 17235 SOUNDVIEW AVENUE 17235 SOUNDVIEW AVENUE QUALIFIED PERSONAL RESIDENCE TRUST SOUTHOLD,NY 11971 EDWARD& PATRICIA BOOTH 17235 SOUNDVIEW AVENUE SOUTHOLD,NY 11971 TOWN OF SOUTHOLD(DEVELOPMENT RIGHTS) P.O. BOX 1179 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 2nd day of NOVEMBER ,20111, 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 j ailed to each of said persons by (certified)(XeWtK 24) mail. mir ROBERT E. HERRMANN COASTAL MANAGEMENT SPECIALIST Sworn to before me this 2nd day of NOVEMBER ,2011 KIM H . STEPHENS NOTARY PUBLIC STATE PF NE'. YORK COM T J MISSION N0 . 5015931 Notary blic QUALIFIED IN SUFFOLK COMITY EXPIRES AUGUST 2 . 20/ t , . • • U.S. Postal Service:., U.S. Postal Service.h, CERTIFIED MAIL., RECEIPT CERTIFIED MAIL. RECEIPT .ten (Domestic Mail Only;No Insurance Coverage Provided) in (Domestic Mail Only;No Insurance Coverage Provided) 0 For delivery information visit our website at www.usps.com® For delivery information visit our website at www.ifsps.com® ngt r t i 0 .� ADE r-3 O 0 0 Postage $ 0 Postage $ E:13 CI 0 Certified Fee 0 Certified Fee 0 0 Postmark Postmark Return Receipt Fee Here Return Receipt Fee Here 0 (Endorsement Required) 0 (Endorsement Requiretl) 0 0 Restricted Delivery Fee Restricted Delivery Fee o (Endorsement Required) 0 (Endorsement Required) IT 0— O total Post T Total Posta) m Sent io O Sent To Edward C. Booth 17235 Soundview Avenue 0 Barbara Jones&Michael McAllister a Qualified Personal Residence Trust '� 12 East 88'r Street,Apt.5A ____ 0 Street,Apt N -- 0 steer.apt. P p 17235 Soundview Avenue N [or Po eoxn New York,NY 10128 N orPO Box Nc dy state.; city star,0 Southold,NY 11971 al U.S. Postal ServiceT• U.S. Postal Servicer,., CERTIFIED MAILTM RECEIPT CERTIFIED MAIL, RECEIPT J- (Domestic Mall Only;No Insurance Coverage Provided) N (Domestic Mail Only;No Insurance Coverage Provided) iro `fl For delivery information visit our website at www.usps.com® 0 For delivery information visit our website at www.usps.com® p " r:' EZ it A r v P L . : r1 ra c i' Isra n t` 0 0 0Postage $ C Postage $ 0 Certified Fee 0 Certified Fee Postmark 0 Postmark 0 ReturnReceipt Fee Here Return Receipt Fee O P Here O (Endorsement Required) iEndosement Requlratl)CI CI Resmce m Delivery Fee Restricted sem nt ery Fee — p iE)ndorsemant Required) 0 (Endorsement Required) T 0 Total Posta. - - `. 0 Total Poste m m — 0 I Sent To — — 0 sentro Town of Southold(Development Rights) I- Edward&Patricia Booth _ / .__ 0 s(roof.apt.N 17235 Soundview Avenue 0 orreet,Apt N P.O.Box 1179 N or Pn Bo"Ni Southold,NY 11971 -.. N rPo sox Na Southold,NY 11971 n ;taZle. -- City State,Zi aPS Form 380.. ... ... ._ ns a Bord of Trustees Application • AUTHORIZATION (where the applicant is not the owner) ,� ,t;iae //lc`ce i, Y'�C�[ /Lt'll/lC&ki/ residing at /moo 4eez / Sc�� /'%�, / 11 �/ (print owner of property) (mailing address) do hereby authorize (Agent) 6/1 S—G!/ if to apply for permit(s) from the Southold Board of Town Trustees on my behalf. (Owner's signature) ✓ Bd of Trustees Application • /t/N st a.t- County of Suffolk State of New York 4-47/e-/L N r c ID r/cc w i 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 AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN 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(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITHREVIEWOF THIS APPLICATION. Signature SWORN TO BEFORE ME THIS /D DAY OF42E ,20 /0 DANli:10:11:44.."40 ADUINONotary4of New York omt1Quae. CountyCommsi �ply 15, Notary Public • • APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.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: / y 'cko /A /C 11/c (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.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee t/ Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) 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 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 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 than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial 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. DESCRIPTION OF RELATIONSHIP Submitted thi tO day of C = 200/p Signature 7- Frio,:/ Form TS 1 DANIEL P.ALDUINO Print Name /C�t'AC/ ir/cct S Notary No.0141.6146340 Public-State of New York Qualified in Nassau County My Commission Expires May 15,ae+a C.���, dZO a car Town of Southold • • LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I . All applicants for perm its' including Town of Southold agencies, shall com plete this CCAF for proposed actions that are subject to the Town of Southold W aterfront Consistency Review Law . This assessor ent is intended to supplem ent other inform ation used by a Inn of Southold agency in m a k i n g a d e t e r m i n a t i o n o f c o n s i s t e n c y . *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 significant 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# 51 - 1 _ 2 PROJECT NAME KATIE NICKOLAUS The Application has been submitted to (check appropriate response): Town Board _ Planning Board n Building Dept. n Board of Trustees M 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: In conjunction with adjacent property to east,construct approximately 300 linear feet of stone revetment along eroding toe of bluff with westerly angled return;restore bluff face with terrace retaining walls,approximately 2,400 cubic yards of sand renourishment, and native plantings; establish vegetated 15'nonturf buffer with berm on landward side of bluff crest;remove existing swimming pool and patio; relocate existing sanitary system located near bluff more than 100 feet from bluff crest;and install drainage system at least 100 feet from bluff,all as depicted and detailed on the site plan prepared by Jeffrey T.Butler, P.E.,P.C.,last dated October 24, 2011. • 0 • Location of action: 17555 SOUNDVIEW AVENUE, SOUTHOLD Site acreage: 113,206 S.F. Present land use: RESIDENTIAL, SINGLE-FAMILY DWELLING Present zoning classification: R-80 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: KATIE NICKOLAUS (b) Mailing address: 100 GREAT NECK ROAD,APT.4G GREAT NECK,NY 11021 (c) Telephone number: Area Code 516-466-4493 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. Yes ❑ No EXI 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 7 No ® Not Applicable • • • Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria Yes n 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 Z Yes n No n Not Applicable See attached. 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. 7 Yes 7 No ® Not Applicable • • The subject property is located along a stretch of Long Island Sound fronting Soundview Road in particular that has been severely impacted by extreme and accelerated erosion during several Nor'easter events in the past few years, culminating with an avulsive loss throughout the Hashamomuck Cove shoreline during the Christmas 2010 Blizzard, a shoreline condition that was more recently prevented from experiencing a full summer beach recovery prior to the upcoming winter storm season due to storm surge associated with Tropical Storm Irene in early:September. In response to this erosion, several privately owned properties throughout this geologic cell have been forced to replace or construct new shoreline stabilization structures in response to accelerated shoreline erosion. The Town of Southold was similarly forced to make significant repairs to its public beach located less than a mile to the east and to apply for a publicly sponsored revetment project approximately several hundred feet to the beach's west in order to prevent the breach of Soundview Road itself. In addition to these lower lying properties to the east, both the subject property and the adjacent property to the east have experienced similarly severe erosional losses of their fronting bluff, as evidenced by a landward transgressing bluff toe, a steepening bluff face, and a sloughing of the bluff crest, all resulting in the loss of bluff and adjacent upland. As a result of the erosion of this property, decking structures and fencing have already been lost down the bluff, and currently the swimming pool and surrounding patio are at imminent risk of collapsing down the bluff and onto the beach of Long Island Sound. Thus,to remediate this process of loss and potential loss,an erosion control project has been designed in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service to simultaneously stabilize the toe,top, and face of the bluff by implementing a combination of structural toe stabilization; structural and vegetative bluff face renourishment; and shoreline retreat, including the removal of accessory structures and landward relocation of sanitary facilities. Specifically, a stone revetment is proposed to stabilize the toe of the bluff, which will occur first. Then the bluff face can be stabilized with terrace walls and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. Comprehensive terracing will be used in the upper portion of the bluff due to the limited space within which to rework the bluff crest. A nonturf buffer to be planted with native vegetation will be established in place of existing lawn behind the top of the bluff to increase the absorption capacity of the upland area behind the bluff in order to reduce the volume of surface water runoff reaching the bluff. A small berm is incorporated into the landward portion of the buffer to slow the potential rate of sheet flow runoff down the bluff during heavy rain events when water is moving faster than it can be efficiently absorbed. A stormwater drainage system will be installed to provide additional structural remediation of stormwater runoff, and an existing sanitary system located near to the top of the bluff will be relocated to the landward side of the house and more than 100 feet from the bluff crest. To eliminate the immediate erosion risk to the swimming pool and patio (and conversely,the potential risk to the bluff and beach from their collapse), these structures will be removed. S S Pursuant to principles set forth by Chapter 275-11(B)(1)(b),the proposed stone revetment is proposed in an area suffering from extreme erosion,as described above. Pursuant to Chapter 275-11(B)(1)(b)and Chapter 111-15,the revetment will be installed with a sloped face and angled returns with no surface encroachment on the beach seaward of the existing, eroded bluff toe so as not to cause a measurable increase in erosion at the site or adjacent properties. The structure is being installed in conjunction with the adjacent property to the east, whose bluff is experiencing similarly dramatic erosional damage. Pursuant further to Chapter 111-15, the purpose of the structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff,the property's natural protective feature; the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability in to withstand inundation, wave impacts,weathering and other effects of storm conditions for a minimum of 30 years. In addition to the project's conformance with Chapters 275 and 111,the project is further consistent with Policy 4 of the LWRP because the structure is being proposed only where non-structural,vegetative means alone would not be sufficient to stem the ongoing bluff erosion; where the natural protective feature cannot be effectively enhanced without effective stabilization at the toe; where a hard structure is the only design consideration that can practicably and effectively provide such toe stabilization; and where vegetative enhancement is and will remain part of the long-term remediation plan design. • • 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. n Yes n No N 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. n Yes n No N 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 n Non Not Applicable The proposed structure will be installed at the existing toe of bluff and above high water associated with Long Island Sound and will not prevent or inhibit public access along the beach. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's 11,r-dependent uses and promote sit�of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 5 for evaluation criteria. n Yes ri No N Not Applicable 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. ri Yes E 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 ® 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 MGMT SPECIALIST DATEocT.25,2ou ROBERT E. ERRMANN Amended on 8/1/05 • • 1319 North Sea Road Southampton, New York 11968 631-283-6360 /A\ EN-CONSULTANTSFax:631-2836136 www.enconsultants.com ENVIRONMENTAL CONSULTING October 25,2011 Town of Southold Board of Trustees 54375 Main Road Post Office Box 1179 Southold,New York 11971 r`' """ Attn.: Lauren Standish 1 j Re: Katie Nickolaus 17555 Soundview Avenue, Southold SCTM#1000-51-1-2 Dear Ms. Standish: In regard to the above referenced property,enclosed are the following for the Board of Trustees review: 1. Three(3)Wetland&Coastal Erosion Permit Applications including: a) Short Environmental Assessment Form; b) Authorization&Disclosure Forms; c) project plans; and d) survey. 2. One(1)set of site photographs. 3. Application fee of$500.00 wetlands. 4. Three(3)LWRP Consistency Assessment Forms including: a) project plan. • I trust this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. $ Since ly, , Robert .Hermann Coastal Management Specialist /khs Enc. N N LEGEND: ABBREVIATIONS: O UND. N = K L p�TG ISLAND AoV ABOVEI : :� I, a �" PROPERTY LINE ' f 1 AFF --- ABOVE FINISHED FLOOR , , -r o OBJECT TO BE REMOVED V � Re AFC. --- ABOVE FINISHED GRADE ,tl �;, ,r r 0 p o EXISTING BUILDING BG --- BOTTOM OF CURB ., :' , " i,:N L w L I o 2300' PROPOSED STONE REVETMENT W/RETURN (WIDTH OF REVEGETATED AREA) p w a o EXISTING CONTOUR GB -- CATCH BASIN '' , ' �-6� 617E LOCrATION AND �: ' �°•r N EXISTING TOE OF BLUFF TO al. --- CENTER LINE OF PAVEMENT , , BEACH SEGS: " rrl N u& 71E Lig:761.10 ArPARENi N6H u .- CONS --- CONCRETE BI)BJECY RROREFitA �rY. ;L F F tN YUIERNARK alF ° q2 �� r I Y r N 3¢§ m Q , 4 PROPOSED CONTOUR -C&T�- r cf) �� 018 EaeuAR N,wu A 5 Bg q.: E 15 D' CONST --- CONSTRUCTION EEAwwv wsx wR 0H U s yp: - --33'� FOR CONTINUATION OF STONE �� 4� 166. , ° : T EXISTING GRADE x 6.0 CONT --- CONTINUOUS/CONTINUE , r v� 7 03 3-51 2b I6 E ' REVETMENT SEE ADJOINING ONE+ 15LA+NR;f QUND '' " ar � , -aF"� qqq... - _ CPR --- COPPER � 1- 1 g (03. 15 :12 i mrl�Ns' w� m12 om• xd-� T+ .� .� ,��n� - -�,K�C ep T.4, } PROPERTY PLAN PROPOSED GRADES x 6,0 DIAM --- DIAMETER , ✓ , •ro„ ' 'e 4 _ �s 4••v�t-ri".44 0�:u�.�eii :V�nilialItia airert brZiat nni= 'n w- s ...1 © _ Gni 1 d" s , �.�� '����'� PROPOSED TOE OF BLUFF AND TO PHOTO KEY DIP - - DUCTILE IRON PIPE d Y�y.' ^° �i�® t°` u e f \ O ti OF PROPOSED 5TOHff REVEThtEM' D.W.--- DOUBLE WALL B �' t ` ' I :,- i th ° y 24 � _��- -��� (SEE SECT 'A',5HT 2) UTILITY POLE `Ui �e x in �. -� �'�- - TERWCE AHD ."___" - eP. - EDGE OF PAVEMENT / �+,� ; ,N 8 Ws z E ��'w� -•_:�i� REVE5ETATE AS _� V_ - ,�® B o ° ss • ��'W�^- :_-_�'>-^• - INDIOAT® -�� '�' -BR = TO BE REMOVED EXIST --- EXISTING ' _ 111�� n a yI 3p • PROPOSED TERRACING -'�'� S. 1BEE SECT'A,5HT J) -.•.- -�'�- •--•- (SEE SEDT A',5HT 2)W � a_-�� - En x.•w, fjt 4 �, s o.<a C “' $ ��- FD - - FLOOR DRAIN - ,. r,� 11 sy w re U1 2 � _�.�:- .�--- - -_"� :6 el = ELEVATION ` Vry , 4�( 4 Y'' ,- is - o yyR ©'y�� "' '�!� i F/G --- FIBER GLASS �\ n n:=• _ d O �� '_���-•-- r xv x, II �\ 'fu Imo. ry b GI ���'� �� ._ / '.a _ FTG --- FOOTING 6-a es ' 4h, ax ew ) • " i w $ b o 1- sq -'e _. __ I ►�� `�\ � ESANDONED IN-PLAGEr GA --- GAGE, GAUGE m•H " /! a' „�jxl '` _4 I�� ��+ EYJ5TIN6 5Y5TBA SHALL BE ABANDONED 6Y REMOVING ALL RESIDUAL SEWAGE GV --- GALVANIZED s6 y-.'t / / ,yy i qyw REPUTED LOCATION OF EXISTING WASTES 5 A LICENSED WASTE FNDOSE DY RE O IN TOP OF THE L SEWAGE(5), Vige�.l�I� _x � � � �,�� ; ` 51 TE AND BEACH ACCESS - 5� t 11 _ aN %!'e" e,„4 IM1 Te,'.�� j+r7r�C�\r,� SANITARY SYSTEM, 515781 5HAl -BACKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY MET --- METAL II %J/i C,lPACT1115. ROGATION MAP BE ABANDONED PER WARS NT5 --- NOT TO SCALE .'r /'� I'x A, .' " ''"':'`^`• °4• `'� STANDARDS. (SEE BOXED NOTE, a- Y 0.H.--- OVER HEAD NOT TO SCALE • 1165 /� 1 o�ax 56 TH15 DRAW NG) SCOPE OF WORK: PUGS --- PLACES: 62 -....6010111r:‘,.,`_- �` °� X. . _ :.;HFI .d, rK:(!tl9a' zeµViz l res. Ee sure , lST NOTE: _ '� eL - _ I. CONSTRUCT PROPOSED STONE REVETMENT 01300 FT LONG(INCLUDES(I) 10' RETURN). PVC. --- POLYVINYL CHLORIDE ��/ b.., .'.T / MTIossW OBR(AID `.e.IC4•Inia' a "'"+ .I 6340 �•� - ale CONSTRICTION OF THE REVETMENT AS FOLLOWS, MACHINERY ACCESS FOR THE PROPOSED WORK WILL BE FROM: ' d- nE HAW x W RCP --- REINF. GONG. PIPE SUBJECT PROPERTY. PROPOSED 15' WIDE NON-TURF BUFFER `^ XY �rtrff �PATIO pit.; '., n 2 ))2 STORY BRISE �� ° A. THE FIRST ROW OF ARMOR STONE WILL BE INSTALLED BELOW THE EXISTING ' LANDWARD OF TA. BLUFF, PLANE WMATIVE ({per Fye , ^s' GRADE ON A BED OF 10-15 LB GORE STONE, d1' IN DEPTH (MINI AND UNDERLAIN REINF --- REINFORCED I w°' asc. WITH FILTER CLOTH. THE ARMOR STONES WILL BE INSTALLED AT THE BASE 5D --- STORM DRAIN VEGETATION,SFE PLNT6 5GH,THIS DWG. r bili f6NDrID) s^;arerrav� .` N k5 PROPOSED / �" / _Iz src a"��7/� �x% N O OF THE EXISTING BLUFF,TWO STONES DEE' AND ONE STONE HIGH, A5 ST --- STEEL PROPOSED 3' WIDE x l' HIGH (MINIMUM) BERM S ED6 m' aA '=oa zna Q6' Xa d \ N/O/F DEPICTED IN SECTION 'A'(5HT 2). INCLUDING THE BED OF CORE STONE,THEII-I LOCATED SEAWARD OF LIMIT OF 15' NON-TURF °' X ar \ ;kV ENcE 4L al' ` t Al, e \ V? rn MICHAEL BASE OF THE STRUCTURE WILL EXTEND APPROXIMATELY 5.1' BELOW THE TC --- TOP OF CURB JHOREL I NE STAB I L I ZAT I ON PLAN:64� So EX wEE s,axre tr t.., store � �' McALL15TER 4 GRADE 6 TOE OF BLUFF. TERM --- TERMINATE BUFFER AREA(SEE SECTION A,SHT 2) EA .s- ra¢as 0 r�� et' BARBARA JONES B. THE SECOND ROW OF ARMOR STONE WILL BE INSTALLED TWO STONES DEEP SITUATE AT: ea '10121 0A9' �! o I �w r��v< $ AND ONE STONE HIGH ON TOP OF THE SUB-GRADE BASE DESCRIBED IN 'ITEM VIF --- VERIFY INT FIELD 50UTHOLD, N.Y. _LIMIT OF 15'NON-TURF BUFFER AREA $ \ Sur m wtir I e:49iS� t++ ,-, \ { � \ alx "k`x) ` A'ABOVE. THE ARMOR STONE WILL BE PLACED AND SHAPED 50 THAT THE WWM --- WELDED WIRE MESH COASTAL EROSION HAZARD LINE AS SCALED PROPOSED STORM ROOF DRAINAGE $' f �1 "3 'y \ c '� t TOE OF THE SLOPE DOES NOT EXTEND SEAWARD OF THE EXISTING TOE OF TOWN OF SOUTHOLDen FROM 'COASTAL EROSION HAZARD AREA MAP' LEACHING POOLS TO BE LOCATED -� "j• 'e'tid ��qT rte, , IIT p, eUVPj ' BLUFF AND THE STRUCTURE DOES NOT ENCROACH ON THE EXISTING BEACH. SUFFOLK COUNTY, NEW YORK U m PHOTO No. 55-518-83 SHEET 10 OF 40 LANDWARD OF 100' T.O. BLUFF / '.50 2OH �Z.-7�� 1.4 emN OFFSET LINE .1%. w s� t m NX $ m GONE STONE ROW HIGH FN TORP FT STONEE E WILL BE INSTALLED BASENE STONE DEEP AND SCTM NO.: 1000-51-01-2.1 OFFSET LINE Ex anre HUK ' * 'ITEM B'ABOVE FOR TOTAL HEIGHT OF APPROXIMATELY 5.4' ABOVE SEPARATION DISTANCE REQUIREMENTS SITE DATA: EXISTING: )'ROPOSED: � 11) 80x6' LIQ. DEPTH , .-• r A (TYPIGAL OF 2) / ' Fx uw 4 1 GRADE. THE BANK WILL BE GRADED AND THE ARMOR WILL BE SHAPED 50 FOR STORMWATER LEACHING AREA OF SITE: 113,206 S.F. (2.5gq AC) N.G. W [v • a-wsTMEI 5�¢h `�. wse THAT THE TOE OF THE SLOPE DOES NOT EXTEND SEAWARD OF THE EXISTING STRUCTURES AND PIPING: (TO TIE LINE) 1- PEGONIG LAND TRUST, INC. / vT'Y• a °• a rgpyx, . •�- 8 \I 1 TOE OF BUFF AND THE STRUCTURE DOES NOT ENCROACH ON THE EXISTING BEACH. THE STONES AND BANK WILL AGAIN BE SHAPER GRADED AND HORIZONTAL SEPARATION DISTANCES FOR STORM IX m (CONSERVATION EASEMENT) 1/ / ova a 0 = H' DRAINAGE LEACHING POOLS( ,,,/ 0 N es-os FILLED A5 NEEDED TO ENSURE A STABLE SLOPE FOR THE BLUFF FACE, ALL PROPERTY LINE = IO' MINIMUM SITE PLAN BASED ON ORIGINAL SURVEY BY: Hcy .�. ens DISTURBED AND BARE AREAS OF THE BLUFF FACE FROM TOP TO PROPOSED NATHAN TAFT CORWIN 111, L.5. ). < ' ° BUILDINGS WITH CELLAR = 110' MINIMJ ' © 0 RI nq� TOE OF BLUFF WILL BE PLANTED WITH APPROVED NATIVE VEGETATION AND P.O. BOX 16 W X Q EIILDINGS ON SLAB = 10'MIINIMIM '° 'PROP. MINIMUM SANITARY '611:\ R TERRACED. THE PLANTING WILL BE MAINTAINED UNTIL THE VEGETATION 15 JAMESPORT, N.Y. IIg41 IL cL reN SYS FOR 4 BEDROOM RESIDENCE 1 U aj5tt 1 &, SUCCESSFULLY ESTABLISHED. WATER SERVICE LI(TIES = RRALS/MAINS = 10'MINIMUM PHONE: 631-121-2090 0 \ ° - gtK6HR N C.1 UNDERGROUND UTILITIES = 5'MINIMUM O L15E: DATE: FEB. 14. 2011 SANITARY LEACHING POOLS = 20' MINIMUM y•� co O 1000 GALLON SEPTIC TANK \ ° " 2. CONSTRUCT PROPOSED NON-TURF BUFFER(15'WIDE MINIMUM) LANDWARD OF TOP OF ' • SCALE: 1"=100'-O" A Q 0 N \ BLUFF. INSTALL A 314X1'H MINI BERM ALONG LANDWARD BORDER OF PROPOSED FUMP STATION = 5'MINIMUM h+-1 STORM DRA I NAGE GALL: \ f1' 4 (L 6 m x 12' EFFECTIVE DEPTH O e ' ' BUFFER RE-VEGETATE BUFFER AREA HU NATIVE PLANTINGS - SEE PLANTING GREASE TRAP = 5'MINIM M (LEACHING POOLS) SHALL BE EXISTING WELL TO MANHOLE = 5'MINIMUM (1Cq - DRAINAGE PROVIDED FOR: LOCATED LANDWARD OF TDO' TO. N SCHEDULE AND SHEET 2 FOR APPROVED PLANTINGS AND PLANTING INSTRUCTIONS. APPLICANT/OWNER: [� BE ABANDONED-�__. , , ° PRIVATE HELLS = 50' MINIWUM _ ,,,;JAMIE NIGK0LAU5 r� O EXISTING DWELLING: tIAg2 S.F. BLUFF OFFSET LINE,MAINTAIN A Z W: 't RETAINING WALLS = 10' MINIIMUM 1W '2 0 EXISTING GARAGE: 3544 S.F. `-MINIMUM 5% GRADE WITHIN 20'OF \ _ 'I, N N EXISTING BRICK BLDG: ±146 S.F \ . °°pEPTIG SYSTEM) • 3. BILL OF MATERIALS: FUEL STORAGE TANKS(BELOW GROUND) = 20' MINIMUM ' [_] _ TL ROOF AREA: 12,682 5.F. W U' _ • QQ` �y ° WORY. SEAWARD OF TOP OF BLUFF: GENERAL NOTES F�jL,tl •p • -1 ' NWft A. Ih08 TONS OF 3-5 TON ARMOR STONE (APPROX. 4'-4.15' DIA) HORIZONTAL NON-LEACHING STRUCTURES: STORM ND p- B. 401 CU. YDS.OF CORE STONE OR RIP RAP -a' ' 0 Q P' O WATER SERVICE LINES/LATIERALS/MAINS = 5' MINIMUM I. NO FILL WILL BE PLACED SEAWARD OF THE PROPOSED STONE REVETMENT. VOLUME = AREA x RAINFALL x COEFFICIENT \ , s - 7� QY 2 • - G. 2,400 CU. YDS, OF SANDY FILL (FOR USE ON BLUFF FACE) UNDERGROUND UTILITIES = 5' MINIMUM 2. AREA SHALL BE RE-VEGETATED LANDWARD OF THE PROPOSED STONE REVETMENT. AREA = 2,682 S.F. O \ Mp- m D. PLANTINCfi: A5 REQ'D BY SCOPE OF WORK AND PLANTING SCHEDULE 5. NO DEBRIS SHIAL BE PERMITTED TO FALL (NTD NEIGHBORING PROPERTIES. RAINFALL = 2"/HR. = 0.16-1' 14),OS �, / (APPROXIMATELY 18,580 SF. OF REVEGETATION 15 REQUIRED LESS THE VERTICAL SEPARATION DISTANCES FOR STORM 4. ANY DISTURB-ED GRAD HII6l,°Bfi::REfiT,7REC1,Tp BALK I(.I ORIGINAL WITHIN COEFFICIENT OF ROOF = 1.0 rat \ w+ AREA 15 OCCUPIED BY ESTABLISHED,STABLE EXISTING VEGETATION). DRAINAGE LINES: PROPERTY t(NES. 1'1'IC'1J 'VCU (3 i 2,682 S.F. x 0,161' x 1.0 = 441.81 GU.FT. 9 S2°34'30° ` r WORK LANDWARD OF TOP OF BLUFF (15'NON-TURF BUFFER AREA): WATER SERVICE LINES = I8' MINIMUM 5. THERE ARE N2 VEGETATEST NDS ON DE SITE ENGINEER' \ / A.46.63 GU.YDS OF SANDY FILL (USED TO CREATE BERN) SANITARY WASTE LINES = I8' MINIMUM RD RU5TEE5 VOLUME REQUIRED = 44Z8g GU.FT. - x _ F NE B. PLANINGS: A5 REQ'D 8Y SCOPE OF WORK AND PLANTING SCHEDULE - O W y \ / \ (APPROXIMATELY 4,502 S.F. OF REVEGETATION IS REQUIRED LESS THE NOTE ELEVATIONS ARE REFERENCED TO NG.V.o. w2a DATUM TOWN OF SOUTHOLD - '1,- ,, ';I \ L- ,NP��Ey T. BOTCO9,� U5EI AREA 15 OCCUPIED BY ESTABLISHER STABLE EXISTING NATIVE . - . .nG (2) 8' x6' DEEP LEACHING POOLS / O \ EXIST( b ELEVATIONS ARE SHOWN NTT 5,¢ DATE 1 / 6' �/ IHS - to, � F9VOLUME PROVIDED = 506.88 CU.FT. VEGETATIOW. EXISTING CONTOUR LINES ARE SHOWN THUS, �G`aID I4. ABANDON EXISTING SEPTIC.SYSTEM PER 5CDH5 REQUIREMENTS. I2 - C12 G 2Th 1n, 2• ACHING POOLS. TG - TOP OF raFLKHEAO raw - BOTTOM OF WALL - •/� - it . , �,�rr ' ,TERRACING SCHEDULE 6.FL.- GARAGE FLOOR ISN) OPOFWALL 'NO WELLS WITHIN 100 1. INSTALL NEW SANITARY SYSTEM. I I. 07349 0�5. DEMOLISH EXISTING POOL AND PATIO, FILL IN POOL WITH AND EFL. - BRsr FLOOR sse BDrroMoP BULKHEADPROPOSED (180 GU.YDS).A. TERRACE SLOPE ACCORDING TO xH. BELOW: FEET OF PROPERTY NEW WELL 6. INSTALL NEW STORM ROOF DRAINAGE LE I'' J P� IN 1 < �' I LA __ - " H0FE5510N SLOPES OF 13 'i 8. INSTALL NEW WELL I - 1000 GALLON SEPTIC TANK TERRACING TO BE INSTALLED AT SLOPES OF 62 SLOPES OF I:1 OR GREATER �0 (( :1., 8'iP x 12' EFF. DEPTH LEACHING POOL JEFFREY T. BUTLER Pg. b'OG.SPACING TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT 3'-O" MIN. ABOVE GROUND WATER 3' O.G.SPACING I'OA.SPACING '. I 'R _ (4 BEDROOMS) O 1 S• CAMPBELLR°N IIFB2 GE OR APPRO ireStUAL m N/O/F J / , $O F I PECONIC LAND TRUST, INC. \'• Y 1 a0 As, 1 k (CONSERVATION EASEMENT) I K O V 3 '�2 1 €q ; / a ` FINAL GRADE �I a ln 74( }- at ('CANTING SCHEDULE / 1 Q p 1 I BEAR MS SLAB DWELLING z PRUNE I/8' OF LEAF AREA BUT D APPLICABLE) _ H Q - 0 m W AREAS THAT HAVE BEEN COMBINATION SED FOR RE-VEGETATION SHALL RETAIN NATURAL FORM BE PLANTED WITH A COMBINATION OF THE FOLLOWING APPROVED 1 'at I �B'\ Ix O c1 Z O / ( 1I PLANTINGS. VARIETIES OF PLANTINGS (SHRUBS,WAY-V1 AND ` 5.7 M/N TrIN Q O O Q U- GROUND COVERS) ESTABLISHED WITHIN THE SAME PLANTING AREA PROPOSED NEW SPRAY WITH WILT-PROOF , WILL INCREASE THE PROBABILITY OF SUCCESSFUL BLUFF SHRUB/BUSH PER \ ACCORDING TO MFG'S INSTRUCTIONS STABILIZATION. PLANTING SCHEDULE IF FOLIAGE 15 PRESENT 3' MIN. O r L= 3' MIN. \\E- 6'MIN L� O S N O O B (SEE 5HT IA �,t /�- / I� SLI MIN 3'-0' OC. / GROUND LINE TO BE SAME AS AT 4 - I s x } O PROPOSED GRASS AREA MIX OF AMMOPHILA 'i THE N1R5ERY tJ I ° I IQ 1 WATER WMAIN H z z J tE BREVILIGULATA)BEACH GRASS 2-3 COLUMNS PER 11:41/21-4. "Pr ESTABLISHED VEGETATION /9 U -u WRAP'STRICTURES TYPICAL PLOT LAYOUT Z o V W V i OR MEANS OF STABILIZATION O 840005 FRO)..) heLL ! M1 ( WITH(FILTER FABRIC ill PLANTING HOLE 12'O.0 MAX.WITH PANICUMI u NO SCALE �-I VIRGAIUM) SWITCH GRASS AT 2'-0'O.C,2 GAL. I8" MIN. FOR "`'�:y=Y (PLANTED GRASSES AND/OR TERRACING) LL 1, 1 H (�� J 0 N CONTAINER). PLANTS UP TO 4' y�/ N Z Z O O HIGH,20' MIN, FOR '�P' REMOVE BURLAP FROM TOP OF www.dignstnycll.cam Q 0 PLANTS OVER 4' ( 1 i�}' EX. k n 101DIAMETER p lt1 BLUFF FADE 6" MIN ► lit BALL I GRouND WATERT I of NEWYOCIfY or V N HIGH W (SEAWARD OF PROPOSED NORTHERN BAYBERRY BUSHBACKFILL WITH TOPSOIL ! PEAT-M055 SOIL- & 1 12 wor other 181 t.com N U- MYRICA PBNSYLVANIGA)TO BE PLANTED ATA M • 'i II RATIO BY VOLUME IN q' la " COIL 9701 \ ot (for other states) tfl O O OT.O.BLUFF) MINIMUM 3 FOOT ON GEMER (5�PLANTING LAYERS-WATER EACH LAYER UNTIL 1 _ ./ �1,p� � 1111"n0- ,,. 800-272-4480 811 o m H T I PIGAL SHRUB SETTLED. DO NOT TAMP 1'K R MATERIAL 6„ MIN I �/ Z d DETAIL,THIS DWG) l?1 p•� rut J (FENErRAnoN) a O O p PLANTING DETAIL I o' / RA ABLESDIL it;i 6' FOR PLANTS UP TO 4'HIGH 8" p O EU�d By law, excavators and contractors working in the For safety masons,homeowner;are strongly O AND N.T.S. FOR PLANTS OVER 4' HIGH \3 EY, _ _ five boroughs of New York City and Nassau and encouraged to call as well when planning any PROPOSED BEACH ROSE BUSH(ROSA RLG05A)TO , BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. , 1 ' UNDERLYING SAND AND GRAVEL STRATA Suffolk Counties on Long Island must Looted type of digging on their property. Homeowners (WE PLANTING DETAIL,THIS DWG) „ !° 4 DIONe4 1800272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by JN LONG \ ,.�Q NOTES: but no more than 10 working days(excluding calling 811,the national call before you dig /--'�SE • NON-TURF FN0 e'ok. °2. I. COLLAR DEPTH IS NOT REQUIRED WHEN RATABLE MATERIAL EXISTS FOR FULL DEPTH. weekends and legal holidays)prior to beginning number.For excavation work completed on BUFFER NV S 13 I 2. COLLAR MATERIAL SHALL BE GLEAN GRAVEL OR BANK RUN. any mechanized digging or excavation work to personal property,It Is the contractors (LANDOF SIT_ L,\ 4 s I\V SJ • 3. ALL DRAINAGE 5TRUCTURES MST BE WRAPPED WITH FILTER FABRIC. ensure underground lines ere marked. responsibility-NOT the homeowners-to contact l '� T.OBLUE PROPOSED BEACH PLUM BUSH(PRION MARITIMA) r,�V,y( Y► Excavators and contractors can also submit DigNet. Having utility lines marked prior to TO BE PLANTED ATA MINIMUM 3 FOOT ON CENTER. \ .% r tN1 " I TYPICAL STORM HATER (SEE PLANTING DETAIL,THIS DWG) locate requests online,through(TIC. It you do not digging is gee of charge. 6.111.1 _ I /• • �.• • currently use(urmareplease call 1 800524-7803 30 15 G BG 60 90 120 150 • 5�� `D n. LEACHING POOL (SD) DETAIL GRAPHIC SCALE I" = 30'-0" ' NOT TO SCALE of 5 rereese�ess�seee�/ r reeee�eseeer�r� N I APPROVED PLANTI NGS: o I 74 AREAS THAT HAVE BEEN PROPOSED FOR RE-VEGETATION SHALL BE PLANTED WITH A COMBINATION OF THE FOLLOWING APPROVED PLANTINGS. VARIETIES OF PLANTINGS N a (SHRUBS,GRA:CEG AND GROUND COVERS) ESTABLISHED WITHIN THE SAME PLANTING AREA 71 0 2 8 WILL INCREASE THE PROBABILITY OF SUCH-/ 1JL BLUFF STABILIZATION. $ ii El S Fin PROPOSED GRASS AREA(MIX OF AMMOPHILA BREVILIGULATA) BEACH GRASS 2-3i of ° 6 SLOPE CREST: COLUMNS PER PLANTING HOLE I2' OC MAX.WITH PANICUM VIRGATUM) SWITCH GRASS AT o S PROPOSED 15' NON-NRF BUFFER FROM T.O. BLUFF 2-0" OC., 2 GAL. CONTAINER). ui g - THE VEGETATION ALONG THE EDGE OF THE TOP OF THE SLOPE SERVES A5 A PROTECTIVE BUFFER FOR in _ EXISTING THE SLOPE FACE. MAINTAIN OR REESTABLISH A GREENBELT WHICH WILL PROVIDE A BUFFER AND PERGOLA OVER BRICK IS' NON-NRB BUFFER SHALL I IN THE TED WITH A Ld m 3'W x IW BERM LOCATED WITHIN THE BUFFERS 1 BETWEEN THE SLOPE FACE AND ROADWAY AT THE TOP OF THE BLUFF. THIS 15 PARTICULARLY PROPOSED NORTHERN BAYBERRY BUSH � LANDWARD LIMIT. RE-VEGETATE BUFFER WITH ��// / IMPORTANT IN AREAS MERE SLOPES ARE TO STEEP AND TOO HIGH FOR ECONOMICALLY FEASIBLE (MYRICA PENSYLVANICA) TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER(SEE PLANTING NATIVE VEGETATION (SEE PLANTING SCHEDULE) (/ STABILIZATION METHODS. THEREFORE,WHERE POSSIBLE MAINTAIN A STRIP OF DENSE NATURAL DETAIL,SHT I) :t• i' i 1 VEGETATION ALONG THE BLUFF EDGE. THE ROOTS OF THE VEGETATION CM STRENGTHEN THEELI ti 3' MIN. BLUFF'S RESISTANCE TO SLUMPING OR SLIDING. N-IERE THE BLUFFS EDGE 15 CURRENTLY CLEARED - Et EXISTING SOD/GRASS PLANTING TO -'.J I OR BEAR,REV WITH PLANTS/TRCCC INDICATED IN CHART. PROPOSED BEACH ROSE BUSH (ROSA RUGOSA) TO BE PLANTED AT MINIMUM 3 FOOT ON g ' REMAIN (LANDWARD OF 15' NON-TURF ��� I CENTER (SEE PLANTING DETAIL.,SI-IT U ri .-i ' 6 9 1 A BUFFER) L _ r. Al , PROPOSED BEACH PLUM BUSH (PRUNUS MARITIMA) TO BE PLANTED AT A MINIMUM 3 FOOT ON o 6, •' �:��,It.* j,,. �I ) =.�7 � _: ` EL. 66 O' _ CENTER (SEE PLANTING DETAIL,SRI U „, L. .. . :... �i yVVV pp p . k •.•.., �•T�Z 2r2 11 R:1 �X -� ,y�j , ��J EXISTING TRQC AND SHRUBS, s a d,•' L moi, l ��( J SEE SLOPE FADE NOTE - S d 4 EL 64.0' ,. , 11' / EL. 64.0' 1/�/% K ry EXISTING EXISTING WD LANDING 41, A ,� 4 , ' b UNDISTURBED TO BE REMOVED AN / JAI/ �/ / EL. 620' • EARTH �� EL. 62.0' I/ INSTALL 3'WIDE x I' HIGH (MIN) BERM SEAWARD OF THE LIMITS THE '4, Nipiry s \ II-I PROPOSED 15'NON-TURF BUFFER PLANT NATIVE VEGETATION WITHIN EL. 60.0' ' .4„'4 :/i" �� EL. 60.0' ailli 1 THE 15'-O' WIDE NON-TURF BUFFER. SEE PLANTING SCHEDULE,THIS DWG. /'`I, j, /// '�EL 58.0' C� • EL 58.0' I * I EL. 56.0' EL. 56.0' /44,4%1 ‘ EXISTING BLUFF FACE www.dipnetnycll.com EL. 540' - ii �` EL. 54.0' / / \ 1 Of S� _��s/A�q► ' / 2 4 \ „, A ��b (www�BI91�tcoe ) EL. 52.0' V 1 ,, ;`l; EL. 52.0' / / I4I�/ II-I I�J �r of NEW VG%CITY �� 500-272-4480 811 ' t4 ��10 ^ N lirTERRACING'EL. 50.0 ✓ EL 50.0'By law,excavators and contractors working In the For eatery reasons,homeowners aro strongly / r,,1 1t US2x LONG GCA TREATED STAKES W/2x6 C./ m Ave boroughs of New York City and Nassau and encouraged to call as well when planning any EL. 48.0' i� - -' EL. 480' GGA PLANKS SECURED TO STAKES. INSTALL 0 Suffolk Counties on Long Island must contact type of digging on their property. Homeowners TERRACING PERPENDICULAR TO DOWNWARD (Q DIgNaq 1-e00-272-4490 or 817,at least 48 hours can contact us directly at 1-800-272-4480 or by I EXISTING VEGETATION SHALL REMAIN SLOPE. SECURE 2x6 PLANKS TO ADJACENT r but no more than 10woddng days(excluding calling 811,the national call before you dig EL. 46.0' 14�jf, IN PLAGE, DELIBERATE CARE SHALL EL. 46.0' PLANKS ALONG HORIZONTAL PLANE. W N weekends and legal hclldeya)prior to beginning number.For excavation work completed on i, BE TAKEN NOT TO DISTURB ROOT ^ � T' any mechanized digging or excavation work to personal property, It is The contractor's / 5 BASE OF EXISTING PLANTINGS. 1�1 - ensure underground lines are marked. responaibility-NOT the homeowners-to contact /!�� F6 Excavators and contractor,can also submit DigNet.Having utility linea marked prior to EL. 440' '' �/ EL. 44.0' P4 ° locate requests online,through ITIC. If you do not digging is free of charge. H I PROPOSED SHRUB TO BE PLANTED AS AN SLOPE FACE: Nr currently use(TIO,please call 1-8ion. a-7803 \ ` Y : ALTERNATE TO BEACH GRASS WHERE VEGETATION SHALL BE ESTABLISHED ON PATCHY AND BARREN SLOPE FACES AND SHALL BE TERRACED TO W �O in la I • for mora Information. EL. 42.0' CONDITIONS ALLOW. PLANT 3'-0" ON EL. 42.0' REDUCE EROSION. VARIOUS SPECIES CAN BE PLANTED ON SLOPE FACES AND EXPECTED TO WCGEED IN X z 1'1' '4 / CENTER,SEE PLANTING SCHEDULE AND THE RATHER SEVERE ENVIORMENT. THESE INCLUDE SEED MIXTURES OF GRASSES AND LEGUMES AND A DETAIL,DRAWING NO.1 EL. 40.0' / EL. 40.0' RANGE OF SHRUBS ANDEES MINOR SHOULD TREEC. YE TRETS SHOULD NOT S OF UN E THE FOGA OF SLOPES. p'. a 0 ' �• 1 1 EXISTING MAJOR TREES SHOULD BE CLOSELY MONITORED FOR SIGNS OF UNDERCUTTING AND TOPPLING. � Q � BLUFF STABILIZATION NOTES: SHOULD THESE TREES COLLAPSE BECAUSE OF UNDERMINING OF THE ROOT SYSTEM BY EROSION OR BY WIND O I CO THROW LARGE VOLUMES OF EARTH CAN BE DISTURBED BY THE TREE ROOTS MEN THEY PULL FROM THE E. Q NJ dJ MAJOR USE IS TO STABILIZE MOVING SAND ALONG THE ATLANTIC SEACOAST AND EL 38.0' 4: EL. 38.0' SLOPE. THE RESULTING LARGE,BARE AREAS ARE OPENED TO RATHER EROSION,WHICH MAY ENDANGER O GREAT LAKES REGION. IT IS THE BEST SPECIES FOR THE INITIAL STABILIZATION OF , _ . . '�� " , ADJACEINT LAND AND VEGETATION. IF EXISTING TRECO BECOME UNSTABLE THEY SHOULD BE CUT BEFORE z 0 EXISTING THEY FRILL. ROOT SYSTEMS SHCLLD BE LEFT INTACT TO BIND SOIL FOR A SHORT PERIOD OF TIME WHILE FRONTALDUNES,8LUFFS. UNDISTURBED N N EL. 36.0' SAND ki/ EL. 36.0' NEW LIVE,WELL-ROOTED VEGETATION ESTABLISHES ITSELF. ESTABLISHING NEW VEGETATION PRIOR TO A REVEGETATION: USEFUL AS AN EROSION CONTROL PLANT ON NON-DUNE AREAS ` G/� GULLIES SHALL BE FILLED AND GRADED TREE FALLING WOULD BE ADVANTAGEOUS. WHERE 501L5 ARE VERY SANDY OR INHERENTLY DROUGHTY AND THE SITE / . ./ 4 TO THE LEVEL OF ADJACENT BLUFF FACE. CONDITIONS MAKE ESTABLISHMENT OF SEEDED SPECIES VERY DIFFICULT. IN THIS EL. 34.0' /// STABILIZE AND REINFORCE BY TERRACING EL, 340' APPLICATION, THE BEAGHGRA55 MAY ONLY SURVIVE A FEW YEARS,BUT IT PLAYS A . . r'y� AND PLANTING W APPROPRIATE NATIVE VALUABLE ROLE IN JUMP-STARTING PLANT SUCCESSION. ALSO USED ON SOILS HIGH IN SALINITY,SUCH AS INDUSTRIAL WASTE NEEDING VECETATIVE COVER. EL. 32.0' . VEGETATION. EL. 32.0' SLOPE TOE: DESCRIPTION AN ARMOR STONE BASE AT THE TOE OF THE BLUFF PROTECTS THE BLUFF -�H„-�1 GENERAL: GRASS FAMILY (POACEAE). AMERICAN BEACH GRASS, 15 A LEAFY, EL. 30.0' �:. . EL. 30.0' FACE BY COMPLETELY SEPARATING LAND FROM WATER. THE �� y0 SPREADING,RHIZOMATOUS,NATIVE, BUNCH GRASS WITH MANY STEMS PER CLUMP. IT STONE BASE MEM THE EARTH AND SAND BEHIND THEM FROM Ey T' Bbr 9/r MAY REACH A HEIGHT OF TWO TO THREE FEET. THE SEED HEAD IS A SPIKE-LIKE TERRACING OTHER THAN AT / PROPOSED BEACH GRASS TO BE GRUMBLING Aft SLUMPLING. THE STONE WALL 15 PRIMARILY USED P 4 Ce9 PANICLE,ABOUT TEN INCHES LONG,MD APPEARS IN LATE .ULY OR AUGUST, TOE OF BLUFF SHALL BE ✓ , PLANTED AS INSTRUCTED IN TO RESIST WAVE ACTION. TREES AND WOODY SWUM CAN BE * rFM ro LEAVES ARE LONG AND NARROW,MD MAY BECOME ROLLED OR FOLDED A5 IT EL. 28.0' INSTALL PER TERRACING �/�`AEL. 28.0' IN y -�• , SCHEDULE.SEE DRAWING No.l / ' N' / PLANTING SCHEDULE,SEE DW6 I. USEFUL CHANG RESISTING UPLAND LANDSLSHOR AND TOLERATING THE L-1-11:111; !kr �;I ZMATURES. "\ !/' DYNAMIC GRANGES IN THE COASTAL SHORE SYSTEM. VEGETATIONOIqUSE: 2x10 GGA SET b AT THE SLOPE TOE GAN HELP REDUCE MARINE EROSION TOm2sEL. 26.0' PERPENDICULAR TO SLOPEJm EL. 26.0' s , , 0ONE OUTSTANDING GROWTH CHARACTERISTIC 15 THE STRONG UNDERGROUND STEMS MANAGEMENT LEVELS. �c(RHIZOMES) THAT SPREAD BENEATH THE SAND AND GIVE RISE TO MANY NEW SECURE WITH 2x2x4' Ig STAKES 5 � Oa., ..�p�P•,PLANTS. ITS VIGOROUS GROWTH SABLES THE PLANT TO WITHSTAND HEAVY (6'0.0.) i1 DEPOSITS OF SAND AND GROW UP THROUGH IT, EL. 24.0' - \ EL. 24.0'lit ESTABLISHMENT JEFFREY . BUTLER, P.E. ADAPTATION: IT IS NATIVE TO THE MID-ATLANTIC COASTAL REGION FROM MAINE TO EL. 22.0' SLOPE LANDWARD OF STONE WALL (DISTURBED BY PROPOSED 0 EL. 22.0' K Q NORTH CAROLINA, AND THE GREAT LAKES REGION. IT WILL GROW ON INLAND SITES, > 4 CONSTRUCTION) SHALL BE STABILIZED BY GRADING, 43 " J HIGH IN SAND AND/OR SALINE CONTENT,PROVIDED APPLICATIONS OF FERTILIZERS �i TERRACING, FILLING AND PLANTING W/APPROPRIATE NATIVE CONTAINING NITROGEN ARE MADE. REQUIRES A SUNNY POSITION IN A LIGHT, EL. 200' �,.� VEGETATION. AREA TO BE PLANTED APPROX,20'WIDE x EL. 200' ttb--Orrr 0 WELL-DRAINED SOIL AND 15 VERY TOLERANT OF SEVERE MARITIME EXPOSURE. THE - . / ;.,,i�/ ±300' LONG. - LLO ~ PLANT HAS A DEEP, STRONG AND EXTENSIVELY CREEPING RHIZOME, AND GAN BECOME INVASIVE WHEN GROWING IN SUITABLE CONDITIONS. THIS ABILITY TO F- O EL. 18.0' '-...�G EL, 18.0' Z COLONIZE MAKES THIS GRASS VERY VALUABLE FOR DUNE STABILIZATION. • . ,. ,, PLANTING: THE BEST TIME TO PLANT BEACH GRASS 15 FROM OCTOBER 1 TO MARCH . '` X w 30 IN THE MID-ATLANTIC REGION,stir MAY BE EXTENDED TO APRIL 30 IN NEW EL. 16.0' "' ' ! [ �+ X H EL. 16.0' Z }- ENGLAND IN MOST SEASONS. IF PROPERLY PLANTED, GOOD SURVIVAL CAN BE CONTAINER OR BARE ROOT PLANTING: TERRACING±0 TOE MI BLUFF ''.." ...'„'.'7(.470 I v, T o ry X Ln j EXPECTED AT ANY TIME DURING THIS PERIOD,EXCEPT MEN SOIL 15 FROZEN. CONTAINER OR BARE ROOT PLANTING INVOLVES PLACING SINGLE OR ETUNCI-E5 OF ROOTED SHALL BE t10 O.G.MIN I I I ` IL O 1- Z 0 SUMMER PLANTINGS ARE NOT SATISFACTORY. PLANTS INTO EXCAVATED HOLES ON THE SLOPE. THIS METHOD WILL EVENTUALLY USE: 2xDI GGA STT EL 14.0' moo, .'t:.`" � I EL. 14.0' IZJL II F OW. PERPENDICULAR TO SLOPE 9.5' SPREAD INTO A UNIFORM ROOT CONERAOE, ROOTED PLANT MATERIALS OFIFER b, �{':.:;:'_;'��'% � I Q d. AMERICAN BEACHGRA55 CAN BE PLANTED EITHER BY HAND OR BY MECHANICAL CLIENT THE MOST IMMEDIATE SOLUTION TO DEVELOPING AN EROSION CONTROL AND SECURE WITH 2x2x4' Ig 4r' APPROX DUST TO HIGH WATER _ a O 0 n - C EQUIPMENT DESIGNED FOR THIS WORK. THE STEMS OF PLANTS (CULMS) ARE USED SLOPE STABILIZATION PROGRAM THAT CAN SECURE A SLOPE. STAKES(6'OC) / I am] EL. 12.0' / EL. 12.0' Frr N Ll !j L Q FOR PLANTING STOCK. TWO TO THREE OULMS ARE PLANTED PER HOLE. SPACE USE A ROOTED PLANT MATERIALS WHEN YOU NEED A FAST ACTION PROGRAM FOR SLOPE - ' O AREAS. THIS ALLOWS YOU TO AVOID THE CRITICAL GERMINATION PERIOD FOR ,' ,,,`1,;;'1•11'• PROP, TOE OF BLUFF = EL. 113' �+ '� 0 PLANTS 18' BY 18' UNLESS HIND EROSION IS SEVERE,THEN SPACING 15 REDUCED TO ' 12" BY 12'. STAGGER THE PLANTINGS IN ALTERNATE ROWS TO PROVIDE MAXIMUM SEEDING PROGRAMS OR ROOT DEVELOPMENT FOR CUTTINGS. PLACE MATERIAL INTO EL. 00' tit • �. PROP.STONE REVETMENT = EL. 10.0' to Z Q Q O - ER051ON CONTROL. ON VERY STABLE AREAS MERE WIND 15 NOT A FACTOR A POSITION ON TIE SLOPE DURING THE FALL OR SPRING. PRIOR TO PLACING MATERIAL ,� • 3-5 TON ARMOR STONE SPACING OF 24" BY 24' IS SUITABLE. AN I8' BY l8' SPACING REQUIRES 58$00 IN HOLES MAKE SURE TO LOOSEN THE ROOT BALL OR IN THE CASE OF BARE ROOT (4'0 - 4.15's STONE, TYP) v TeL O L0�-1 O O 3 S GULMS PER ACRE,OR Imo 011-MS PER 1 p00 SQUARE FEET. PLANTS,MAKE SURE THE ROOTS ARE NOT BOUND OR BENT UPWARDS IN THE HOLES. EL. 8.0' . I AEL. 8.0' Z L� § V � V -I2 0 V' BECAUSE THE IMMEDIATE SLOPE STABILIZATION EXPECTATIONS OF USING ROOTED BEAGHGRA55 CULMS MUST BE PLANTED AT LEAST 8' DEEP. THIS PREVENTS PLANTS MATERIALS ARE OFTEN TOO HIGH, PLANTINGS SHALL BE PLANTED IN GROUPINGS OR " PROP.STONE REVETMENT W z N O uj FROM DRYING OUT,AS WELL AS BEING BLOWN OUT BY THE WIND. A TILING OR BUNCH PLANTINGS. THIS METHOD ALLOWS YOU TO PLACE PLANTS WHICH HAVE it a' SHALL NOT ENCROACH ON I- Z DITCHING SPADE 15 AN EXCELLENT TOOL FOR OPENING THE PLANTING HOLE. THE SLIGHTLY DIFFERENT ROOTING AND FOLIAGE CHARACTERISTICS WHICH MAY EL. b.0' �:' I EXISTING (BEACH EX. TOE OF BLUFF = EL. 5.9' EL, 6.0' V Q n O CULMS AND ROOTS MUST BE KEPT MOIST BEFORE AND DURING PLANTING. SUCCESS STRENGTHEN THE OVERALL REINFORCEMENT PROGRAM BUNCH PLANTING ALSO t(T OF PLANTING WILL INCREASE IF THE STOCK 15 DORMANT OR HAS MADE VERY ALLOWS THE PLANTS BEST SUITED FOR THE SLOPE ENVIRONMENT TO EVENTUALLY - U- LITTLE GROWTH. DOMINATE THE PLANT COMMUNITY. FINALLY, IN CASES WHERE ONE SPECIES USED ID EL 4.0' PROJIDE FILTER FABRIC �I " EX. HIGH WTR = EL. 4.15' E , �EJJ,,JJ I-=r O NOT HEALTHY OF HAD BEEN RECENTLY STRESSED,THERE HAS BEEN A SAFETY A5 SHOWN (ENCASE CORE - :; , "' ' "- " �, 4.0' `�`� [L jj 0 EXISTING Z FACTOR IN PLANNING BY PLANTING NUMEROUS SPECIES. MULCH SHALL BE PROVIDED. STONE ALL SIDES) - "' O in - CULTIVAR5, IMPROVED AND SELECTED MATERIALS '� [VEGETATIVE CALMS]OF 'GAPE' AND 'HATTERAS' ARE COMMERCIALLY AVAILABLE, EL, 2.0' _ U,NIDI5NRBED ,ri 1-4 O Q �` O"f '. H SAND EL, 2,0 THOUGH SEED IS NOT AVAILABLE. F • H� 7/// - S 'GAPE' 15 THE MOST REGENT VARIETY AND WAS DEVELOPED BY THE NATURAL TERRACING: EL. 0.0' TS 71.7-+,�i , B.O. EXCAVATION = EL.OA' . EX. 1-014.11112 = EL, WO' EL, 0.0' RESOURCES CONSERVATION SERVICE [IN 19'10] AT THE CAPE MAY PLANT MATERIALS THE BLUFF FACE FROM ABOVE TIE ARMOR STONE BASE SHALL BE RESHAPED TO A ' CENTER,CAPE MAY COURT HOUSE,NEW JERSEY. MATERIAL FOR THIS RELEASE WAS MORE STABLE ANGLE WHICH HILL BE MAINTAIN BY PROPOSED TERRACING AND _ PROP. 10-15 LB CORE STONE '(4' TO 8' RIP - • PSE COLLECTED IN BARNSTABLE COUNTY,MASSACHUSETTS. IT 15 VERY VIGOROUS,A VEGETATION. THE TERRACES WILL BE CONSTRUCTED OF LUMBER AND SECURED BY SECTION 'A' RAP) TO BE PLACED ON AND AROUND • . ' HEAVY CULM PRODUCER WITH LEAVES EXCEPTIONALLY BROAD, AND SPREADS STAKES. THEY WILL PROVIDE A STABLE SURFACE FOR VEGETATION. INSTALL EROSION APPROX. 14.1'(}17 FILTER FABRIC TO PREVENT SCOURING RAPIDLY BY RHIZOMES. CONTROL BLANKETS TO PREVENT THE PLANTING SURFACE FROM WASHING AWAY. PROPOSED SHORE STABILIZATION STRUCTURE /1 'HATTERAS' WAS DEVELOPED BY THE NORTH CAROLINA AGRICULTURAL EXPERIMENT BEACH GRASS MD ROSA RUGOSA PLANTED ON THE TERRACES DO THE MOST WORK NOT TO SCALE `_/// STATION AND 15 BETTER ADAPTED TO SOUTHERN CLIMATES. HATTERAS WAS TO HOLD THE BLUFF FACE. THEIR ROOTS HOLD THE SOIL IN PLACE MD DRAW GROUNDWATER WATER FROM THE BLUFF. THEIR FOLIAGE SOFTENS THE IMPACT OF RAIN AND DEVELOPED FROM A COLLECTION OF 18 CLONES SCREENED FOR VIGOR AND RATE SLOWS WATER RUNOFF. OF SPREAD. THIS OULTIVAR 15 CHARACTERIZED BY EARLY VIGOR. _ of 5 r N • NZ O COVER TD GRADE IF S DROP 'T' IS USED ON INLET I www dlpnelnycli.com o of NSWYOe(CITY or o x N LOCKING CASE IRON COVER TO GRADE —7 2Yg \ e � �ONG r��� wor other a atu) F`/ (hx'gtharatataa) oFINISHEDGRADE FCHIMNEY < ' ' , ' / LOCATEROPT' FINIED GRADE 800-272-4480 1 811 E w A g 0 20"MIN UNDER ACCESS i r 20"MIN '•i OPENIN& FOR CONCRETE - k _ MAINTENANCE ` COVER ` Li ni < By law,excavators and contractors working In the For safety mesons, homeownero are strongly N a .n a _ _ f five boroughs of New York City and Nassau and encouraged to cell as well when Dlannln9 any t _ CONCRETE - p Suffolk Counties on Long Island must contact type of digging on their property. Homeowners ; z INLET —�� CHIMNEY 20' DipNep 1-600-272+W80 or 811,at least 48 hours can contact us dkectly el 1-600-272-4480 or by -' c,a �� N O OUTLET but no more than 10 working days(excludingbeginning calling 811,the national call before you dip r 4 MIN 4"4' W MIN 4"DIA. weekends and legal holidays)prior to n worktonumber. For roperty, ly ,e completed on 41 Fy ? - any machenlzed dlg91n9 or excavation work to paroonel m APPROVED PIPE I = 'I'- MIN 4"4+ APPROVED \ \ p peryr,p le eo comb-t oco o y c PITCHY4 FT. I' I APPROVED PIPE PIPE PITCH \\ Excavators and con contractors can also submit reaDl nNebtllHaVIn affil hllnea marked porlorr toa gr o Y"PER I'-O• e g b `" �• • .O dJ �' PITCH ye° AFT. p /\\ \� locate requests online,through ITIC.If you do not dipping Is free of charge. rc 6y I \ % currently use ITIC,please call 1-800-524-7603 u I, /// ®®lit / for more information. p� L =ECI r ,. FLOW BAFFLE f, ®�J1 < la g,°u 5 I ®_M R 0 w S 6 "o' ELEVATION } Co MIN. P COLLAR \ II- I 4„r T:_g„ —14„ ry 6®I= I I \ ®® -, I - -. I „. �� i�� i� vv INLET( (VE 1/ `-T _�INLEf 3' MIN TO I z e,-0. I `�i O * m RECORDED m \I \ / I GROUND WATER F I ^^~- COLLAR DEPTH CS I-I 1 (BACKFILL TO BE CLEAN t F N L JSAND AND GRAVEU� N i s0 N 6X (2 - W2.q X W2.1 W.W - -.M. f il = m PLAN VIEW ELEVATION Q.: 0 Al SEPTIC TANK CONSTRUCTION CRITERIA: t- I. THE OUTLET INVERT SHALL BE SIX INCHES BELOW THE INLET INVERT, THE INVERT MUST BE A MINIMUM OF FOUR FEET SEPTIC, TANK CONSTRUCTION CRITERIA: ^Wy� ; r ABOVE THE TANK BOTTOM,UNLESS THE TANK 15 OTHERWISE DESIGNED IN ACCORDANCE WITH IONYCRR,APPENDIX 15-A. I.. FOR AREAS ON SAND AND GRAVEL THE DESIGN OF THE LEACHING POOL SHALL BE BASED UPON A I� m 2. THERE SHALL BE A MINIMUM ONE FOOT AIR SPACE MEASURED FROM THE OUTLET INVERT TO THE BOTTOM OF THE MAXIMUM LEACHING RATE OF 13 GALLONS OF SEWAGE PER DAY PER SQUARE FOOT OF SIDEWALL AREA. W S TANK COVER. 2, LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) LEACHING ,d- 3. THERE SHALL BE ONE 20-INCH DIAMETER COVERED OPENING LOCATED OVER THE INLET AND A SECOND OPENING STRUCTURES, SOLID DOMES 1/OR SLABS. 14 en PROVIDED OVER THE OUTLET. THE OUTLET OPENING SHALL BE EQUIPPED 111TH A 20-INCH DIAMETER WATERTIGHT AND 3. LEACHING POOLS SHALL BE A MINIMUM OF B' IN OUTSIDE DIAMETER. cc INSECT-PROOF LOCKING CAST IRON COVER AT FINAL GRADE, 4, ACCESS OPENINGS WITH A MINIMUM DIAMETER OF TWENTY (20) INCHES SHALL BE PROVIDED FOR EACH x U I- �, 4. WHEN A SEPTIC TANK 15 APPROVED TO BE INSTALLED IN A DRIVEWAY OR PARKING AREA,TRAFFIC BEARING TOP POOL. z SHALL BE USED. 5. ALL COVERS,WHEN NOT REQUIRED TO BE BROUGHT TO GRADE,SHALL BE OF PRECAST REINFORCED 5, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4p00 L85 PER SQUARE INCH (PSI) AT 28 DAYS SET. CONCRETE (OR EQUAL).COVERS OVER 3' DIA. ARE NOT PERMITTED ry1 O 2 6.WALL THICKNESS SHALL BE A MINIMUM OF THREE (ACHES UNLESS THE DESIGN HAS SEEN CERTIFIED BY A N.Y. 6. ALL CAST IRON COVERS SHALL BE SET AT FIN.GRADE,BE LOCKING,WATERTIGHT, INSECT-PROOF I • h+-1 LICENSED PROFESSIONAL ENGINEER A5 COMPLYING WITH ALL APPROPRIATE REQUIREMENTS FOR THIN-WALL APPROVED FOR SEWAGE U5E. CONSTRUCTION. ALL WALLS,BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORGE OF 300 C� A- LBS PER SQUARE FOOT(PSP). REINFORCEMENT MUST COMPLY RTIC A.S.T.M.A-615,A-185 SPECIFICATIONS. TYPICAL SANITARY LEACHING POOL (LP) ›-1 0 0 7. ALL JOINTS SHALL BE SEALED'505 THAT THE TANK IS WATERTIGHT AND CERTIFIED AS TO WATERTIGHTNESS AFTER N ni INSPECTION. TANKS THAT ARE CAST IN IN PLAGE MUST BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER AND, NOT TO SCALE A5 A MINIMUM, HAVE THE FLOOR AND WALLS MONOLITHICALLY POURED, Ih S. AN ADDITIONAL 250 GALLONS OF CAPACITY AND SEVEN SQUARE FEET OF SURFACE AREA 15 REQUIRED WHEN A 0 GARBAGE GRINDER GAN REASONABLY BE EXPECTED AT THE TIME OF CONSTRUCTION, A GAS DEFLECTION BAFFLE OR •• OTHER ACCEPTABLE OUTLET MODIIFICATION AND A DUAL COMPARTMENT TANK OF TWO TANKS IN SERIES SHALL ALSO -I BE PROVIDED, UJ q. UNLESS OTHERWISE STATED, TANKS SHALL BE DESIGNED BASED UPON 10 NYCRR APPENDIX 75-A. I- 10,ALL COVERS, WHEN NOT REQUIRED TO BE BROUGHT TO GRADE,SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL),COVERS OVER 3'DIA. ARE NOT PERMITTED ENGINEER, II. ALL GAST IRON COVERS SHALL BE SET AT FIN. GRADE,BE LOCKING,WATERTIGHT, INSECT-PROOF 4 APPROVED FOR SEWAGE USE, &.0 NEW y • 3 4P�N SuTCF9 SEPTIC TANK - 1000 SAL. I%•� 9 w NOT TO SCALE tit I m an "PE55 e JEFFREY T. EVILER, RE. Q 0 C O — 0 1- 1 O v N ��LLI z H Wwpry i Q ZD HO ' 3 EL (i� 0Lu' 0 O Q CD -as Nui0 oo V) z4Qv 11.1T— pZ � ov ) 0 O O (;i 0. � CZzotn „L O O V O p O a - O N JT 0 .. O O o N w k a z o Q 0 7 Q PP PACE : 3 of 5 F LONGISLAND SOUND --'39" E ±„....------------------- S 89'26'16" E 103.= Z4 , _ _ _ __—:--_ -___-----------Thr 166.03' — S5-B6 6— TIC LINE ALONG APPARENT HIGH WATER MgRI( AF4 a— — —oN FEequggr r°, zmr I_ 24— _ — _ - - _ —_ — = w 26— -- - - - - - - - - - - -- - - - - - - - - _ _ - - - - - - - - -- _ ao— i • Q 36- _ _—__ _ _ _ _ _ - _ _ — _ _ —_ — _ _ _ _ _ _ _ _ _ _ — /// \ Oj 1 � - WOOD sof �s \ r \ — — / — / / — — o00 — wao� WOOD LANDING \°p DP sL \ se— _ — — — / ' / ' STEPS BVhG BN' TIE TIN _ \ \ \ \ _� , eat / ���� A - -fi .ax ey, mic \ ' nJ rdTd�� Nx 7 — �, 0%7.44 — --- --- — — /// / // �� C__ z _ STEP w°° �1 sTHop OR=GE B\N G6 I 56 / fiJ 6 ��I. {' G4G 5 i011 BRICK 1 lE WAL,S 62- - 'Z � x" �� 59J 2f / f / / r♦ PERGOLA '1• 1� 601 %— RO.S`IOAI — / 6,)2/ / x CONC. ��i1 OVER °RIGH .O\�� 9 e �Z3.F.- GO 6 \ t` pH O�A Aon/ O — _ _ / / PATIO 1 A AIN ',---��Io, u xe s' 2 •1 s\ATE \— \ e (IE o_ Tan• '" N. OT No T55 5Jg�3HA5 OCACfO // ss.9 /// 6, 0'9)- s vENr = AI. 2 STORY BRICK HOUSE `'•t 87 OX \\ X-CE °— AID Sq 0 FA. // ¢ / 9D �NO sez 2-1/ 9s' �9 n' mo\ �� \\ eft R .. O. L(Q /( PIPE . tist 5 w nm ......... Or ay / //ter _ mai ( .682 66.4i — ���\\ \\\ sox F FLS za'- I'" v,2 6 // 16 DIP sfi. oar � Ivooa.FENL u��w.B1N '.Bz e.12e I %ssi �\ \`\ fY� HH,.., 3 / / //% i°� ' i ' WOOD TIE WALL cnrE j° 4.40P , \ - - - \ µ 01x �a .M' 66/ j°�e' GRICM stoop \�11 ,�' \ w PA Y 2.1.2.62. �' _ 64EP5 =: WA DS2. I,,, --TIEa \ vo mn\ 'Z'0� -- GONG `pl P0.— p wOaG Mon rrE \ \ ��\ H� 1��ii Post Se w^ , wqL! 6e a%ini\\\‘,4\--' \ n ON 21 t-,9SLATE •■�,I (! , \ 9G$ OCO WALK os. ` fi5. t rrlW4Sill m m a o` W ,wd` : e e gsphA4 Dos n o N lir N • cs � � •2 • I C. GUY WIRE W 9 OW( • • IN POLE TRIC FM ER • GARAGE W. 1c—GPS L;jug ' ° • e I , \ 25.ti •-FF.,' 'wt METER Ji I \ 1 STORY N •'"mmo z4 I , BRICK 1 u • e °, m. GARAGE 1. I. •• 5 4. I ,• . I Nov"' �p1 e • ° • I .. W W ' O. W I W e FOaNU coNG. ' AlE. 1 41 .0 S' ie MON. S 82'34'30" W � z • SURVEY OF PROPERTY v; SITUATE 0- SOU'I'HOTID f TOWN OF SOUTHOLD 9 . SUFFOLK COUNTY, NEW YORK e S.C. TAX No. 1 000-51 —01 —2 1 : g SCALE 1 "=30' 1 •FEBRUARY 14, 2011 �, a1N Mnn g VIZ An AREA = 113,206 sq. ft. °' aim e m 2\ o TIE LINE) 2.599 ac. eta o� P a� m 1' c CH a y rn zz yn NOTES. • NGG • ^YI' J 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM N EXISTING ELEVATIONS ARE SHOWN THUS:5p 1 , EXISTING CONTOUR LINES ARE SHOWN THUS: - - -- - - -5 FFL. FIRST FLOOR G FL GARAGE FLOOR TB TOP OF BULKHEAD I o PREPARED IN ACCORDANCE WITH THE MINIMUM 88 BOTTOM OF BULKHEAD STANDARDS FOR TITLE SURVEYS AS ESTABLISHED TW TOP OF WALL WELL NLE BY THE LI A.L.S. AND APPROVED AND ADOPTED BW BOTTOM OF WALL 1 m �✓/W,ETPL FE FDR SUCH US •qK STATE {AND / TITLE ASSO 30F Nett Y I sm GO. � .atAFTC�R Sf` N 5gIc���� sl A w 4o-4 pre 'A' Q /TTI ii qi1 Z * O EDGE °04 G poostiT.yl r 0,a, 130.0a 4 4C-t4 4 LAND•1 . 9, a I. a ,LAND FOMON• • o03W N N Y s LLL. Na. 50467 5 1573'36„ s • • . 1 4 Lathan Taft Corwin III UNAUTHORIZED E ro zosEOF=r„E„ALTERATION ADDITION • EDUCATION LAW • �`�`� �N s� LandSurveyor COPIES OF THIS SURVEY MAP BEARING •• • -0- 11) 1 THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED SO TO BE A VALID TRUE COPY Successor To' Stanley J. Isoksen, Jr L S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A In Je9no IC ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Idle Surveys — SuhdlVislons — 9(a Plans — CaostluLflOn Layouf TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND 631 727-2090 TO THE ASSIGNEES OF THE LENDING INSTI- PHONEFox (631)727-1727 TUTIDN. CERTIFICATIONS ARE NOT TRANSFERABLE OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Mom Rood P.O. Box 16 AND/OR EASEMENTS OF RECORD. IF umesport, New York 11947 Jamesport, New York 11947 ANY. NOT SHOWN ARE NOT GUARANTEED. 31-0HL ' N N APPROVED BY ' NOTE: 1.#SEND: ABBREVIATIONS: ALL PLANTED VEGETATION WILL REQUIRE ABV --- ABOVE ". ° " LO-WG ISLAND SOUND PROPERTY LINE • BOARD OF TRUSTEES MONITORING OVER 3 GROWING SEASONS. AFF --- ABOVE FINISHED FLOOR - a TOWN OF SOUTHOLD • OBJECT TO BE REMOVED _ (.0:,'",.'' ':.&';1!,;;,::::';'1."" R� (L AFC. --- ABOVE FINISHED GRADE I °'T "`° \" a o EXISTING BUILDING BG --- BOTTOM OF CURB \ o J 1300' PROPOSED STONE REVETMENT W/RETURN (WIDTH OF REVESETATED AREA) --- DATE I ��7 n CATCH BASIN �. (.IST" o� v� �I I Ga $ITE LOCATION AND'�� - m= r / EXISTING CONTOUR �e� EXISTING TOE OF BLUFF TO c1. --- CENTER LINE OF PAVEMENT `PROPOc.®13EACH AGGF55:� 0 z 5 0 D PROPOSED CONTOUR z N N ,/,‘,-.a. CJI TIE LINE ALPO APPARENT WGH © 4^ -CD- GONG _-- CONCRETE SU�.EGT PRQPERTY - et 1-,L N ©�- MITER dN FE&�Iggi'11,NJII 15°\ . CONST --- CONSTRUCTION _�P t '- •u ! 1' a N`USSp' 5 e5°18'39" F_ .�-�- 8O N` oir SI etc5I II••II II°•I4 CONT --- CONTINUOUS/CONTINUE wr�, �tl-,I F L, X j 2% g� m `'EA5QI4L NGH MR M --33' FOR CONTINUATION OF STONE PROPOSED BERM • e _ _ __ �� 166,03' 1s8q°26'16" E f03. 15 / REVEfMBJT SEE ADJOINING LON615LANp f70UND ®, k • c o-d 5 - s - x- PR01'ERTY PLAN GPR ___ COPPER _ r '. e• - r- . io , �i lit. ifaar .r- .... ---_x - M - x� �oolor-1 -Ira: EXISTING GRADE x 6.0 " i/ .-sle- _."=��• lIY�°+!.Z@ w-I�r X w .••.o �ti-_ -' _ - ry vw �-2 w - --=x� _:f- ___ -_ e 1b r ti a s�51, r., D. AS w���L•`��'�`m ^_r_.." DAM DIAMETER V• r vm,i �•�L•�7�770?�• '--sal- m� �.��.�����C� ��'.._ PROPOSED TOE OF BLUFF AND TOP ' I ' "`I •yru •°, J r J• o DIP --- DUCTILE IRON PIPE a-." ° " r + : L. " d PROPOSEDGRADES x 60 �.%'•r +1®� � N^ s �� •�..�.�� - TERRACE 40 ar.. eP. - EDGE OF PAVEMENT / v31 � o: .1,_____ aa_© _'! _^-��'„�'� _.Y_-'� __� REVEGE ATE AS - ,, -- ° q Ni 3<- -•.-. .���� ��"�'� INDICATED - --------'°I°%' '4' EXISTING DISCHARGE PIPES •(Z, EXIST --- EXISTING 7 /r �v :- P U P 3a � '�� (SEE SECT A,5HT 2)4.` ALONG FACE OF BLUFF WHICH UTILITY POLE •8' •t c / s p �. IF_ �Ie�r -xeS�.�.�•. --- '^w'r\ go WERE PREVIOUSLY USED FOR FD ___ FLOOR DRAIN '��• \ `►Py` IC142 �e t g w� "d 1 P 44 -��_ ���� ,rra 1� F/G --- FIBER GLASS \� 47E7 41.-yvl... _ N 4• .�,.� �_ �� STORM WATER DISCHARGE SHALL a �!7 - + v ry 4, �QI �•a=...- " / of BE ABANDONED. TBR = TO BE REMOVED FTG --- FOOTING - ® - t '3"r` 1en'7 . . S w o d o r _�- r P°n"r°n Q o ff x°P �i ry a. !'o ��z'✓'I�7mr-. Imo"» � ���r1 _ el = ELEVATION 8 g .-- ,-}_so� �•., GA ___ GAGE, GAUGE '0� ' NAr -. \� e�;n„°I°x. -.,,,,, '� � '°�� GV --- GALVANIZED ° 00 ) r `�. ." n''n REPUTED TED LOCATION OF EXI5TIN6 SITE AND BEACH ACCESS „�I,�'��-, �',v.��+, �'�-.> ,,..4: 77,,,„...„,e, SANITARY SYSTEM,SYSTEM SHALL MET -- METAL �� II-I s- -dlzr:XgElt5T:Pre:.:T.r.T:4:wtcv;g::aee su s+ .-<:,,.: i. �. ' BEABANDONEDPER 5GDH5 /ABANDONED IN-PLAGEr NT5 --- NOT TO SCALE �OGATION MAP PROPOSED 15' WIDE NON-NRF BUFFER earI m . , e• .ar vw' STANDA . (SEEBOXEDNOTE, EXISTING SYSTEM SHALL BE ABANDONED BY REMOVING ALL RESIDUAL SEWAGE 1LANDWARD .S T.O. BLUFF,PLANT DWG.VE rTrl� _�n3Y � IRr ,�c� I /v TTE HAULER,_ O.H.--- OVER HEAD ' VEGETATION,SEE PLN7G SDH,THIS DWG. °' -�/ r I ares p/�f• zt�;;;I, t� IX.� I� a � �� 5b TI'll5 DRP'WIH<') BACKFILLING WIT11�511�TA&�EaSAND ANID GRAVEL MATELAL,ANDOVING THE TOP Of�PROPERLYR�) PLGS --- PLACESiNOT TO SCALE `/ � eC+• (/�•. 11 d12 iR WX.LS COMPACTING. NOTE: °� .�� . ', S'- / s 'r ` v' a6m' x PVC. - - POLYVINYIL CHLORIDE PROPOSED 3'WIDE x I' HIGH (MIN.) - b.. . Real° :: ..rie Ela. iq N How _ _ MACHINERY ACCESS FOR THE PROPOSED WORK HILL BE FROM. ' ��+ I`.,, £ w=_-�nfyrµLs 4�x RCP --- REINF. GONG, PIPE SUBJECT PROPERTY. BERM LOCATED SEAWARD OF LIMIT ` 7Q�•°`/ �t x k ' PATIO Y BRICK vase , ---' •� _ SCOPE OF WORK: OF IS' NON-NRF BUFFER AREA (SEE C �� d' IXAM/FIFE trove 2 1/2n5- ny jq4, r REINF --- REINFORCED I SECTION A,5HT 2). BERM SHALL aez P�»dD) w, re95i °` .1. F I. CONSTRUCT PROPOSED STONE REVETMENT (4300 FT LONG (INCLUDES(I) 10' RETURN). 5D --- STORM DRAIN EXTEND ALONG PROPERTY LINES A5owe/ �eC` 'i src a l��• / \1 a i CONSTRUCTION OF THE REVETMENT AS FOLLOWS: FOLLOWS; • '= ora ,. z :a e' rte ' \ x u cc>r.FAos ccs A THE FIRST ROW OF ARMOR STONE WILL BE INSTALLED BEQW THE EXISTING ST --- STEEL PROPOSED 4H sus ( :'<', : e Fay, Baa n •b ` Ina flal'I'ENr - EAST PROPERTY LINEN EXTEND �. x ;44 -e,-....- :TI............ ,F• _, mr - OIL Fr \ &RADE ON A BED OF 10-15 LB CORE STONE, tl' IN DEPTH(MIN) AND UNDERLAIN TG --- TOP OF CURB Sf-IOREL I NE STABILIZATION PLAN: II 88'-0' MIN.00 RETURN), MAINTAIN i . Z •ne` -' V q ` wzo of wNL # � v, � `_ ‘1:) WITH FILTER CLOTH. THE ARMOR STONE-5 WILL BE INSTALLED AT THE BASE TERM --- TERMINATE Ex.6Alf r WF L, ,�� BERM HEIGHT OF I' ABOVE FINISHED � -� i' EX e.:;, :61fF6 `-�sr O� hqT N clA OF THE EXISTING BLUFF,TWO STONES DEEP AND ONE STONE HIGH, AS SITUATE AT GRADE WEST PROPERTY LINE: e' 106 t0A.8' �' b S L z v N bio N O DEPICTED IN SECTION IA' (5HT 2). INCLUDING THE BED OF (ARE STONE,THE VIF --- VERIFY IN FIELD SOUTHOLD, N.Y. EXTEND 22'-0" MIN. (22' RE1URW, , r e° 1 rr y n N ` BASE OF THE 5TRIICTURE WILL EXTEND APPROXIMATELY 5,9'BELOW THE WWM --- WELDED WIRE MESH MAINTAIN BERM HEIGHT OF I'ABOVE PROPOSED STORM ROOF DRAINAGE \4a J ),,L a# 1 � /iVt 4 4 U1 Th GRADE m TOE OF BLUFF. TOWN OF 50UTHOLD • m FINISHED GRADE ` LEACHING POOLS TO BE LOCATED ' ,iv4yl, ci 1 O�j �4, gWFf11 B. THE SECOND ROW OF ARMOR STONE WILL BE INSTALLED TWO STONES DEEP SUFFOLK COUNTY, NEW YORK V o : :W' T.o• tll LANDWARD OF 100' T.O. BLUFF / ..52, ydMN;'}. : B , /re OFFSET L INE - Lk $ ,, N/O/F AND ONE STONE HIGH ON TOP OF THE SUE) C ADE BASE DESCRIBED IN 'ITEM SC FM NO,: 1000-51-01-2.1 OFFSET LINE / :777 ":y _ emk w, ' t�• �' : P N MICHAEL BOVE. THE ARMORSTN NE WI_LLLNBBES EDD AND A 1D TH o E SEPARATION DISTANCE REQUIREMENTS aa COASTAL EROSION HAZARD LINE AS SGALED i • "` iF McALLIGTER 6 SITE DATA: EXISTING• PROPOSED: 8'� x 6' CIO. DEPTH / BARBARA JONESFROM 'COASTAL EROSION HAZARD AREA MAP' -` (TYPICAL OF 7J rX uw g BLUFF AND THE STRUCTURE DOES NOT ENCROACH ON THE EXISTING BEACH. FOR STORMI^IATER LEACHING AREA OF 51TE; 113,206 S.F. (2.599 AG) N.G. W ryPHOTO ND.55-518-83 SHEET 10 17F 49 b / t rgd,M, aFrFoirMF) !,g l5 wmf G. THE FINAL ROW OF ARMOR STONE WILL BE INSTALLED ONE STONE DEEP AND STRUCTURES AND PIPING: (TO TIE LINE) atk ' 4,ys° IX' ONE STONE HIGH ON TOP OF THE PARTIALLY EXPOSED BASE DESCRIBED IN fflLIMIT OF 15'NON-NRF BUFFER AREA ° I 'ITEM B' ABOVE FOR A TOTAL HEIGHT OF APPROXIMATELY 5.4' ABl7VE HORIZONTAL SEPARATION DI'�STANCES FOR STORM O/ ` aY� n R, O z 't I a0 GRADE. THE BANK WILL BE GRADED AND THE ARMOR WILL BE SHAPED 50 DRAINAGE LEACHING POOLS' Sll E PLAN BASED ON ORIGINAL SURVEY BY: H PROPERTY LINE = 10 MINIMUM W m i THAT THE TOE Of THE SLOPE DOES NOT EXTEND SEAWARD OF THE EXISTING NATHAN TAFT ED ON III, GIN _ • _ _ . \ © y. 1 ° , .x6"s BUILDINGS WITH CELLAR = 10' MINIMUM , S. • �� TOE OF BLUFF AND THE STRUCTURE DOES NOT ENCROACH ON THE EXISTING P.O. BOX I6 1 n'a SI BEACH. THE STONES AND BANK WILL AGAIN BE SHAPED,GRADED AND BUILDINGS ON SLAB = 10 MINIUM JAMESPORT, N.Y. 11941 X 1L U- /"•-3 • PROP. MINIMUM SANITARY lyn �_, WATER SERVICE LINE/LATERALS/MAINS = 10'MINIMUM N/O/F IX.rasa+ I N EX 5 FILLED AS NEEDED TO ENSURE A STABLE SLOPE FOR THE BLUFF FACE. ALL PHONE: 631-121-2080 PEGOWG LAND TRUST, INC. \ SYS. FOR 4 BEDROOM RESIDENCE .° _ Bry,61A 1 DISTURBED AND BARE AREAS OF THE BLUFF FADE FROM TOP TO PROPOSED UNDERGROUND UTILITIES = 5' MINIMUM DATE: F'L-L3. 14. 2011 RECEIIVE 2 Q 0 (CONSERVATION EASEMENT) ° UE'E: 1-5‘-6 f tr r sn' _I TOE OF BUFF WILL BE PLANTED WITH APPROVED NATIVE VEGETATION AND SANITARY LEACHING POOLS = 20'MINIMUM 5GALEI I"=100'-O"° 1000 GALLON SEPTIC TANK \ I, • \ • °"'�'� TERRACED. THE PLANTING WILL BE MAINTAINED UNTIL THE VEGETATION 15 PUMP STATION = 5' MINIMUM D Nr'M Q = STORM DRAINAGE GALG: \ U A x 12' EFFECTIVE DEPTH z yg 41 A x SUGGCl ULLY ESTABLISHED. GREASE TRAP = 5'MINIMUM JULUL 272012 uJLp (LEACHING POOL(5) SHALL BE EXISTING MANHOLE = 5' MINIMUM 'APPLICANT/OWNER: �- DRAINAGE PROVIDED FOR: • LOCATED LANDWARD OF 100' TO. N WELL TO B� a \\it: PRIVATE YELLS = 50'MINIM,IM 'APPLICANT/OWNER; ANT/O NE 0 • Y 1 ABANDONED 'W.' 2GON5TRl:'CT PROPOSED NON-TURF BUFFER(IS' WIDE MINIMUM) LANDWARD OF TOP OF Sauthhald T"wn - >^i 2 U EXISTING DWELLING: *1,992 S.F. ` BLUFF OFFSET LINE,MAINTAIN A 2 BLUFF, INSTALL A 3'WXI'H (MIN) BERM ALONG LANDWARD BORDER OF PROPOSED RETAINING WALLS = 10' MINIMAM Board of Trusters N N EXISTING GARAGE. ±544 S.F. \ ° F',;IIMUM 5% GRADE WITHIN 20' OF N z C FUEL STORAGE TANKS(BELOW GROUND) = 20' MINIMUM "` EXISTING BRICK BLDG: *146 S.F. W 1- \ •° rPTIG SYSTEM) 4 �8 •• •0' ' • BUFFER. RE-VEGETATE BUFFER AREA W/NATIVE PLANTINGS- SEE PLANTIN6 $. N Q! -( SCHEDULE AND SHEET 2 FOR APPROVED PLANTINGS AND PLANTING INSTRUCTIONS. �QT��J m TL ROOF AREA: *2,682 EF. c \ °O \ rn�(p, HORIZONTAL SEPARATION D�STANGCS FOR STORM -_ 7RAL NOTES rT x0 3?..p ° ��� DRAINAGE NON-LEACHING STRUCTURES. ICJ-!--II VOLUME = AREA x RAINFALL x COEFFICIENT ° ° - . �,�F- • BILL OF MATERIALS: . WATER SERVICE LINES/LATERALS/MAINS = 5' MINIMM I. NO FILL WILL BE PLACED SEAWARD OF THE PROPOSED STONE REVETMENT. AREA = 2,682 S.F. 0 (��",(,7'� NYJRK SEAWARD OF TOP OF BLUFF: UNDERGROUND UTILITIES = 5"MINIMUM 2. AREA SHALL BE RE-VEGETATED LANDWARD OF THE PROPOSED STONE REVETMENT. SLI RAINFALL = 2"/HR. = 0.167' W- \ j4(,Ob' 1 \ •#+;'P A. 1608 TONS OF 3-5 TON ARMOR STONE (APPROX. 4'-4.35' DIA) 3.NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIES. COEFFICIENT OF ROOF = 1.0 •$ i+�cN co% 'S 13, 407 CO. YDS, OF CORE STONE OR RIP RAP VERTICAL SEPARATION DISTANCES FOR STORM 4.ANY DISTURBED GRADED WILL BE RESTORED TO BACK TO ORIGINAL WITHIN Fn DRAINAGE LINES: PROPERTY LINES. s °a+ r / G. 2;100 CU. YDS. SANDY FILL(FOR USE ON BLUFF FAZE) ENGINEER, 2,682 S.F. x 0.161' x 1.0 = 441.89 GU.FT. b2°34'30 " r 1 N WATER SERVICE LINES = 18' MINIMUM 5.THERE ARE NO VEGETATED TIDAL WETLANDS ON THE SITE. rJ. D. PLANT N65: A5 REQb BY SCOPE OF WORK AND PLANTING SCHEDULE SANITARY WASTE LINES = I&" MINIMUM 6.THERE ARE NO EXISTING OR PROPOSED WATER SERVICE TO ANY OF THE �'�, VOLUME REQUIRED = 441,69 CU.FT. z (APPROXIMATELY 18580 5.F. OF REVEGETAELA 15 REQUIRED LE o THE / OF NEM. ACCESSORY BUILDINSS. � )' AREA 15 CK,GIIPIED BY ESTABLISHED,STABLE EXISTING VEGETATION), NOTES: - /4 et\0\USE: \(2) 8'�xb' DEEP LEACHING POOLS WORKLANDWARDOF TOP OF BLUFF (IS'NON-TURFBUFFER Al2EA): i.ELBVAnDNS ERE RTIONS A Ev TOWN THD, w2a DAruM („ -y-\ A 46.83 CU.YD5 OF SANDY FILL LASED TO CREATE BERMU E%15TIN5 ELEVATIONS ARE'5HOWN THUS,SR , 11 'jl YVOLUME PROVIDED = 506.88 CU,FT, -, © EXISTING CONTOUR LINK ArcE SHOWN THUS, m r '• "(14, QB. PLANTINGS: AS REQ) BY SCOPE OF WORK AND PLANTING SCHEDULE ,O O r '��. •„i v w/� (APPROXIMATELY 4502 S.F.OF REVEGETATION 15 REQUIRED LESS THE Ia o __,)�, z/PROPOSED J AREA 15 CGGUPIED BY ESTABLISHED,STABLE EXISTING NATIVEF,FL, _ Firtsr FLooR eEa - eorroM of euLKHEAoTERRACING SCHEDULE 2 NEW WELL VE6ETATIONJ. 6.FL.- GARAGE FLOORN) - TOPOFWALLLn O g3 c TG - TOP OF BULKHEAD BM - BOTTOM OF WALL '�VNO WELLS WITHIN 100 TYPICAL SYSTEM: 0 j • GN iTERRACE SLOPE ACCORDING TO SDH. BELOYII FEET OF PROPERTY U ' ABANDGN EXISTING SEPTIC SYSTEM PER 5CDH5 REQUIREMENTS. - .�'"DEMOLISH EXISTING POOL AND PATIO, FILL IN POOL WITH SANDY FILL I - 1000 GALLON SEPTIC TANK SLOPES OF 1:3 SLOPES OF 1:2 SLOPES OF III OR GREATER 0III (180 CU.Y)5). 8'm x 12' EFF. DEPTH LEACHING POOL O REY T. BUTLER P.E. TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT I INSTALL NEW STORM ROOF DRAINAGE LEACHING POOLS. 3'-0" MIN. ABOVE GROUND WATER (V O 0 6'OC,SPACING 3' 0.C.,SPAGING I' 0C.SPACING '� INSTALL NEW SANITARY SYSTEM. CAsr IRON r-RAME AND GRATE/covER •0{/' (4 BEDROOMS) j _INSTALL NEW WELL mI ZWO/F / CAMPBELL II62 G OR APPROVED EQUAL O o 2 `�1 1 T PEGONIG LAND TRUST, UNG. Y R rI°U w \ �r (CONSERVATION EASEMENT) 1 / X �1 L O v 3 2 1 1 FINAL GRADE °I 1-n d/ : BEARING 8,1 SLAB DWELLING }� L :E0oLi7_(?_Ti O63 .. PLANTING SCHEDULE / � I I _ lY ¢ Q PRUNE I/8' OF LEAF AREA BUT 1APPLI�CABLFJ - in LL - LO LLJAREAS THAT HAVE BEEN PROPOSED FOR RE-VEGETATION SHALL �t 'BE PLANTED WITH A COMBINATION OF THE FOLLOWING APPROVED RETAIN NATURAL FORM / ( �II / M/ry \ _ NOPLANTIN65. VARIETIES OF PLANTINGS(SHRUBS, 6R,ArfiF4 AND t l �I I to mQGROUND COVERS) ESTABLISHED WITHIN THE SAME PLANTING AREA PROPOSED NEW SPRAY WITH WILT-PROOF I ( /' 2 s MNI� W "� ;01. �[ WILL INCREASE THE PROBABILITY OF SUCCESSFUL BLUFF SHRUB/BUSH PER -��\\ j ACCORDING TO MFG5 INSTRUCTIONS / 1 e P.?� --// / STABILIZATION. PLANTING SCHEDULE AY' IF FOLIAGE IS PRESENT I 3' MIN' 1 n 3' MIN. 1 N. \ '- IN /N Q tn N LL N O II I e'MIN L.P.L SLI (SEE 5HT U, L - 4 J - Z x Q > O MIN 3'-0' OC. GROUND LINE TO BE SAME AS AT ° 'C� THE WR'.CFY WATER MAIN W - W Z J Q PROPOSED&RAGS AREA(MIX OF AMMOPHILA _ / IS CP rrII �" O O = BREVILIGULATA) BEACH GRASS 2-3 COLUMNS PER �"".t_r ESTABLISHED VEGETATION O RAIUs F U -u / I WRAP STRUCTURES TYPICAL P OT LAYOUT LOQ y F- l i • PLANTING HOLE 12" OL MAX.WITH PANICUM OR MEANS OF STABILIZATION I ROM h'ELL •N i writ FILTER FABRIC I~ Z J O r-J- VIReATUN'1)SWITCH GRASS AT 2'-0'OC.,2 GAL. 18" MIN. FOR . . (PLANTED GRASSES AND/OR TERRACING) g Ey 2 O N N • CONTAINER). PLANTS UP TO 4' ,/ ! . . I to HIGH,20' MIN. FOR www.dlenetnydl.wm ~ Q O PLANTS OVER 4' / REMOVE BURLAP FROM TOP OF EX. 4 GROUND WATER fi lo'DIAMETER 01'N�W YQ�K��IY or Q N N 6' MIN ►-' BALL I 17°1 \ &� A I�• w,rx.cellett.wm � N . IL .. BLUFF FADE HIGH W I (SEAWARD OF PROPOSED NORTHERN BAYBERRY BUSH BACKFILL WITH TOPSOIL t PEAT- MOSS NON-(RATEABLE (MYRICA PENSYLVANICA)TO BE PLANTED ATA &MSE `'OIL (//71 (for other states) O O O T.O.BLUFF) 3:1 RATIO BY VOLUME IN 9' - �/ MINIMUM 3 FOOT ON DENIER (SEE PLANTING LAYERS-WATER EACH LAYER UNTIL Y• - ' �� 800-272-4480181 VZ Z m Q TYPICAL SHRUB SETTLED. DO NOT TAMP eywr` ,S HD vim. MATERIA. 6" MIIN. DETAIL,THIS DWG) l?1 os • .. ran -� (PerretlunOW I,,,� LL (� PLANTING DETAIL 6" FOR PLANTS PTO 4' HIGH 8' PCI & • - - RATABLE SOIL O \30, By law,excavators and contractors working In the Far safety reasons, homeowners are strongly o firN.T.S. FOR PLANTS OVER 4 HIGH 1 .-__.0,.MVj _ -J - 3 PROPOSED BEACH ROSE BUSH (ROSA RUGCSA)TO five boroughs of New York City and Nassau and encouraged to call ae well when planning any BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. : 1^ d UNDERLYING SAND AND GRAVEL STRATA 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 (SEE PLANTING DETAIL,THIS DWG) , \ O" V'\ but no more than 10 working days(excluding calling 811,the national call before you dig PAGE KION-NRF HO NCS 213 I I. G LLAR DEPTH IS NOT REQUIRED WHEN RATABLE MATERIAL EXISTS FOR FULL DEPTH. weekends and legal holidays)prior to beginning number.For excavation work completed on 3 SUFFER AND S '13' a 2. CQLLAR MATERIAL SHALL BE GLEAN GRAVEL OR BANK RUN. any mechanized digging or excavation work to personal property,It Is the contractors (LANDWARD OF S I T- C l n N. \ . 4 y \ f,..c s • 3. ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. ensure underground linea are marked. reeponaibiliry-NOT the homeowners-to tooted ^' i T.O.BLUFF) PROPOSED BEACH PLUM BOSH(PRUI4JS MARITIMA) J \ Yf. ■■1 TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. ° ° �'w ate req Excavators and contractors can also submit DigNet. Heggin utilitya lines marked. prior to (SEE PLANTING DETAIL,THIS DWG) , ,� �I TYPICAL STORM WATER locate requests online,through(TIC.If you do not digging is free of charge. currently use(TIC,please call 1-800524-7803 30 5 G 30 6C. 9C. 120 150 Sp-0� LEACHING POOL (SD) DETAIL formore information. R • GRAPHIC. SCALE I° ` 30'-O - . a \ NOT TO SCALE O'F 3 0 0' •' 3 i { N . Y N SLOPE CREST: CONTAINER OR BARE ROOT PLANTING: TERRACING: {APPROVED PLANTINGS: a o CONTAINER OR BARE R001 PLANTING INVOLVES PLAGUE.SINGLE OR EUNLHES OF ROOTED PLANTS INTOAREAS THAT HAVE BEEN PROPOSED FOR RE-VEGETATION SHALL '� ri 1� THE VEGETATION ALONG THE EDGE OF THE TOP OF THE SLOPE SERVES AS A THE BLUFF FACE FROM AI30VE THE ARMOR STONE BASE SHALL BE RESHAPED TO A MORE STABLE ANGLE BE PLANTED WITH A COMBINATION OF me FOLLOWING APPROVED V EXCAVATED MOLES ON THE SLOPE. THIS METHOD WILL EVENTUALLY SPREAD INTO h UNIFORM WHICH WILL BE MAINTAM BY PROPOSED TERRACING AND VEGETATION.THE TERRACES WILL BE ,, JJ c� PROTECTIVE BUFFER FOR THE SLOPE FAGS. MAINTAIN HE LOPE FACE A ROOT COVERAGE. ROOTED PLANT MATERIALS OFFER CLIENT THE MOST IMMEDIATE SOLUTION TO CONSTRUCTEDBE OF INTAN AND PROPOSED BY ACINGSTAKES. D V GET PROVIDE A TERRACES WILL B E FOR PLANTIN65. VARIETIES OF PLANTINGS (SHRUBS,GRASSES AND s F o GREENBELT WHICH WILL PROVIDE A BUFFER BETWEEN THE SLOPE FADE DEVELOPING AN EROSION CONTROL AND SLOPE STABILIZATION PROGRAM THAT CAN MORE A VEGETATION.INSTALL EROSION CONTROL BLANKETS TO PREVENT THE PLANTING WAGE FROM GROUND COVERS) ESTABLISHED WITHIN THE SAME PLANING AREA c ^� `S AND ROADWAY AT TFE TOP OF THE S ARE . THIS 15 PARTICULARLY SLOPE. WASHING AWAY.BEACH GRA%AND Rash Rk505A FLAMED ON THE TERRACES co THE MOST WORK WILL INCREASE THE PROBABILITY OF SUCCESSFUL BIl,1=F rn o IMPORTANT IN AREAS WHERE SLOPES ARE TO STEEP AND TOO HIGH FOR USE A ROOTED PLANT MATERIALS WHEN YOU DEED A FAST ACTION PROGRAM FOR SLOPE AREAS THIS TO HOLD THE SLUFF FACE.THEIRROOTS HOLD THE SOIL IN PLACE AND DRAW GRCNrOWAIER FROM THE �+ 3 F ALLOWS Y011 TO AVOID TIE CRITICAL GERMINATION PERIOD FOR SEEDING PROGRAMS OR ROOTSTABILIZATION. 0 9 N ECONOMICALLY FEASIBLE STABILIZATION METHODS. THEREFORE, WIRERSBLUFF.THEIR FOLIAGE SOFTENS THE IMPACT OF RAIN AND SLOWS WATER RUNOFF. w DEVELOPMENT FOR CUTTINGS. PIKE MATERIAL INTO POSITION ON THE SLOPE DURING THE FALL PROPOSED 15' NON-TURF BUFFER FROM T.O. BLUFF POSSIBLE MAINTAIN A STRIP OF DENSE NATURAL VEGETATION ALONG THE OR SPRING. PRIOR TO PLACING MATERIAL w HOSES MAKE BARE To LOOSEN THE ROOT BALL off IN PROPOSED GRASS AREA(MIX OF AMMOPHILA BREVILI6ULATA) '1'11111 g 0 < a BLUFF EDGE, THE R'00T5 OF THE VEGETATION GAN STRENGTHEN THE THE CASE of BARE FOOT RAMS,MAKE SIRE T4E ROOTS ARE NOT EOM OR BENT UPWARDS IN APPROVED PLANTINGS: N f < o BLUFFS RESISTANCE TO SLUMPING OR SLIDING. WHERE THE BLUFFS EDGE THE Halts. BEACH GRASS 2-3 COLUMNS PER PLANTING HOLE 12' OL MAX. M I5'NON-TURF BUFFER SHALL BE OUTFITTED WITH IS CURRENTLY CLEARED OR BEAR, REV WITH PLANTS/TREE5 INDICATED IN BECAUSE THE IMMEDIATE SLOPE STABILIZATION EXPECTATIONS OF USING ROOTED MATERIALS ARE OFTEN AREAS THAT HAVE SEEN PROPOSED FOR PE-VEGETATION SHALL BE PLANTED WITH A COMBINATION OF THE WITH PANIGUM VIRSATUM) SWITCH GRASS AT 2'-0" O.G.,2 GAL. q3 '¢¢¢" PROPOSED 3'W x I'H BERM INSTALLED a BUFFERS CHART. TOO HIGH,PLANTINGS SHALL BE PLANTED IN GROUPINGS OR ENICH PLANTINGS. THIS METHOD FOLLOWING APPROVED PLANTINGS. VARIETIES OF PLANNNG515Nfd.BS,GRASSES NV GROUND COVERS) CONTAINER). LANDWARD PERIMETER. SEE 517E PLAN (DWG No.1) ALLOII5 YOII TO PLACE PLANTS WHICH HAVE SLIGHTLY DIFFERENT ROOTING AND FOLIAGE ESTABLISHED WITHIN THE SAME PLANTING AREA WILL INCREASE TFE PROBABILITY OF SUCLESSFLL BLUFF w z_' 3=' CHARACTERISTICS*ICH NW STRB1571eN THE OVERALL REINFORCEMENT PROGRAM B.NCH STABILIZATION. AND Z-' 4- `4i FOR PROPOSED BERM RETURN(S) LOCATION AND PANTING ALSO ALLOWS THE PLANTS BEST SUITED FOR THE S.OFE ENVIRONMENT TO EVENTUALLY a;d EXISTING DOMINATE TIE PLAN COMMUNITY. FINALLY,IN LASES WHERE ONE SPECIES USED ID NOT HEALTHY PROPOSED GRASS AREA(MIX OF AMMOPHILA BREV WGNLATN BEACH r_....-2-3 COLUMNS PER PLANTING PROPOSED NORTHERN BAYBERRY BUSH g 6 LENGTH. RE-VEGETATE BUFFER WITH NATIVE PERGOLA OVER BRICK 1 OF HAD BEEN RECENTLY STRESSED,I THERE HAS BEEN IA SAFETY FACTOR M PLANNING BY HOLE 12'DL MAX.WITH PANKAM VIFlA7NU SWITCH GRASS AT 2'-0"OC.2 GAL.CONTAINER). MYRICA R. (SEE PLANTING TO BE PLANTED AT A MINIMUM 3 FOOT VEGETATION(SEE PLANTING SCHEDULE) FLAMING NDNEFLUS SPECIES, MiLLH SHALL BE PROVIDED. ON CENTER. (SEE PLANTING DETAIL, 5HT U . I a PROPOSED NORTHERN BAYBERRY BUSH MD J G g : (14f RIGA IT NGYLVANICAU TO BE PANTED ATA MINIMUM 3 FOOT ON CENTER(SEE PLANTING DETAIL,SHT I) N rA IT 3' MIN. PROPOSED BEACH ROSE BUSH (R05A RU60SA) TO BE PLANTED IqE EXISTING SOD/GRASS PLANTING TO �p RM J I n, AT A MINIMUM 3 FOOT ON CENTER. (SEE PLANTING DETAIL SHT U i di REMAIN (LANDWARD OF 15' NON-NRF -(y '\`/ \ PROPOSED BEACH ROSE BUSH IR05A RU605A)TO BE PLANTED AT A MINIMUM 3 FOOT 0 TER�DEE Ni BUFFER) N1/4 �+ ry � i /� L `� / PLANTING DETAIL,SM Il �j Up N (V/" / \tel// A� PROPOSED BEACH PLUM DISH(PRUNUS MARITIM/J TO BE PLANTID 6 �. - _ n. Ar." , �a.� `. AT MINIMUM 3 FOOT ON G SEE PLANTING DETAIL, U - L. 6, nl i,7 U ' 1 AILAk --- EL. bb.0 PLANTING DETAIL, T U N TPW Ag5 MARTHA/TO IBE PLANTED AT A MINIMUM 3 FOOT ER(SEE ENTER. ( m s g PROPOSED BEACH PUNT BUSH ON LEN AI 5H7 S 1 b o' `7', . . 1N '7/9 \ tet NOTE: • �'�1 ` EL. 64.0' EL. 640 ! �D r �� JC) �j II ALL PLANTED VEGETATION WILL i CXISTdNG J EXISTING WO LANDING �41,�� ^ / \ EXISTING TREES AND REQUIRE MONITORING OVER 3 ..<4. 1 I-I . ' O UNDISTURBED TO BE REMOVED ,�__ A ;: EL. 62.0 41, SHRUBS,SEE SLOPE EL 620' EARTH - 41 �, ,e EL.b0.0' I f I / ,*� i FAGE N TE GROWING SEASONS. INSTALL 3'WIDE x I' HIGH MIN) BERM SEAWARD OF THE LIMITS THE - •I • 1 PROPOSED 15' NON-'NRF BUFFER. PLANT NATIVE VEGETATION WITHIN EL. 60.0' _ THE 15'-0" WIDE NON-TURF BUFFER. SEE PLANTING SCHEDULE,THIS DWG. �`I( �� ,-- wog I �� . EL. 58,0' / • EL 58.0 /441 ; I •\www.dignelnycli.wm EL 56.0' / 560, `\ P EXISTIN6 BLUFF FACE ( � \ I &�a YO '‘CITY or i�� www.cell811.cam .. llllll• / II-I / /♦ -I`yJ- (for other states) `� r / EL 54.0' I� (g� 800-272-4480 1 811 EL. 54.0' / r.\ � N\ / �4Y✓ / TERRACING: EL. 52.0' ///44*X��''4 �- EL. 52.0' .� USE 2x2x4' LONG GGA TREATED STAKES W/2x6 ' i �� GGA PLANKS SECURED TO STAKES. INSTALL V in By law, excavators and contractors working in the For safety reasons,homeowners are strongly r: \ 4 . TERRACING PERPENDICULAR TO DOWNWARD 0 five boroughs of New York City and Nassau and encouraged to call as well when planning any Jy� Suffolk Counties on Long Island must contact type of digging on their property.Homeowners EL. 50.0' - . ' ik EL. 50.0' SLOPE. SECURE 2x6 PLANKS TO ADJACENT DIgNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by �, PLANKS ALONG HORIZONTAL PLANE. [�] but no more than 10 working days(excluding calling 811,the national call before you dig / A melt' ^ CM • anykdhnd legal gays)priorton kinu so Foproperty, roPry,lt l thrke completed on EL. 48.0' / ;\1io A EL. 48,0' a Cita any mechanized digging or excavation work to personal roart ,It Is me conhacloYe ensure underground lines are marked. responsibility-NOT the homeowner's-to contact I EXISTING VEGETATION SHALL REMAIN 1 0 �9 Excavators and contractors an also submit DigNet.Having utility lines marked prior to 44. IN PLACE,DELIBERATE CARE SHALL t} locate requests online,through ITIC.If you do not digging Is free of charge. EL. 46.0' ' I 4"X' iI. V BE TAKEN NOT TO DISTURB ROOT EL. 46,0' W m currently use ITIC,please call 1-800-524-7803 �� ♦ BASE OF EXI5TIN6 PLANTINGS. ;°< XX far more Information. ` �41 ,61 EL. 44.0' g X V_EL. 44.0' `'� ' O . / r' PROPOSED SHRUB TO BE PLANTED A5 AN P CONDITION ATO BEACH SRA3 WHERE r Q 0 EL. 42.0' N •• CONDITIONS ALLOW. PLANT 3'-O' ON EL. 42.0' O 2 EQ --. [ CENTER,SEE PLANTING SCHEDULE AND SLOPE FACE: L LU rq • �( ��• DETAIL,DRAWING N0.1 EL. 40.0' VEGETATION SHALL BE ESTABLISHED ON PATCHY AND BARREN SLOPE FACES AND SHALL BE TERRACED TO REDUCE EROSION. H O EL. 40.0' � , VARIOUS SPECIES GAN BE PLANTED ON SLOPE FACES AND EXPECTED TO SX,CEED IN THE RATHER SEVERE ENVIORMENT. " I 2 O(V - I • THESE: INCLUDE SEED MIXTURES OF IGRA55e AND LEG/UNE-5 ANDA RANGE OF SHRUBS AND MINOR TREES. LARIn GE TREES [�] \ SHOULD NOT BE 115ED ON TIE FACE OF SLOPES. EXISTING MAJOR TREES SHOULD BE CLOSELY MONITORED FOR SIGNS OF �J m EL. 36,0' f ld� EL. 38.0' UNDERCUTTING AND TOPPLING. SHOULD THESE TREES COLLAPSE BECAUSE OF UNDERMINING OF THE ROOT SYSTEM BY Liww.l ‘C)EXISTING J `4 EROSION OR BY WIND THROW,LARGE VOLUMES OF EARTH CAN BE DISTURBED BY THE TREE ROOTS WHEN THEY PULL FROM . THE SLOPE TME RESULTING LARGE,BARE AREAS ARE OPENED TO FURTHER EROSION,WHICH MAY ENDANGER ADJACENT EL. 36.0' UNDISTURBED EL. 36.0' LAND AND VEGETATION. IF EXISTING TREES BECOME UNSTABLE THEY SHOULD BE CUT BEFORE THEY FALL. ROOT SYSTEMS UJ GULLIES SHALL BE FILLED AND GRADED SHOULD SE LEFT INTACT TO BIND SOIL FOR A SHORT PERIOD OF TIME WHILE NEW LIVE,WELL-ROOTED VEGETATION F TO THE LEVEL OF ADJACENT BLUFF FAGE. ESTABLISHES ITSELF. ESTABLISHINEW VEGETATION PRIOR TO A TREE FALLING,WOULD BE ADVANTAGEOUS. EL. 34.0' iii/ STABILIZE AND REINFORCE BY TERRACING EL. 34.0' l� AND PLANTING YW APPROPRIATE NATIVE ENGINEER VEGETATION. �p N M y� EL. 32.0' .,• •••• EL. 32.0' SLOPE TOE: hPjy B O� !•. EL. 30 0' AN ARMOR STONE BASE AT THE TOE OF THE BLUFF PROTECTS THE BLUFF FACE +/r: 4> 1, EL. 30.0' .'.i BY COMPLETELY SEPARATING LAND FROM WATER. THE STONE BASE I r w EL. 26.0' EL 280' , T, J'i t L PROPOSED BEACH GRASS TO BE TERRACING OTHER THAN AT PROPOSED BEACH GRASS TO BE KEEPS THE EARTH AND SAND BEHIND THEM FROM GRUMBLING AND c, PLANTED A5 INSTRUCTED IN PLANTING TOE OF BLUFF SHALL BE /I ki PLANTED A5 INSTRUCTED IN 5LUMIPLING, THE STONE WALL 15 PRIMARILY USED TO RESIST WAVE \ // N; SCHEDULE,SEE DWG, I. EL. 28.0' INSTALL PER TERRACING EL 28.0' III ACTION. TREE-5 AND WOODY SHRUBS CAN BE USEFUL IN RE515TING `, ��9: EL. 26.0' EL 26.0' PLANTING SCHEDULE,SEE DWG I. ^(D� \,t0- . 4. SCHEDULE.SEE DRAWING No.l r UPLAND LANDSLIDINIG AND TOLERATING THE DYNAMIC CHANGES IN THE �j; �, , USE 2x10 CCA SET COASTAL SHORE SYSTEM. VEGETATION AT THE SLOPE TOE CAN HELP ", I orad _ O b ., c, H ;.;�, ',y/ 9 SLOPE LANDWARD OF STONE WALL I EL. 260' PERPENDICULAR TO SLOPE '. N EL. 26.0' REDUCE MARINE EROSION TO MANAGEMENT LEVELS. -_.. (DISTURBED BY PROPOSED CONSTRUCTION) EL. 24.0' I I JEFFREY T. BUTLER, P.E. EL 240' r/ SHALL BE STABILIZED BY GRADING, SECURE WITH 2x2x4' Ig STAKES uJ, TERRACING, FILLING AND PLANTING W/ _ (6'O.G) 4v 1 _ ® D s X EL, . EL. 24.0' '7 J �I APPROPRIATE NATIVE VEGETATION. EL. 22.0' µ. m tl Y m Q O EL. 220' �I /I, I$ x Q \i � � O O = / 4 444/ /, I I� d 1 EL. 20D' EL. 22D' • ' ' SLOPE LANDWARD OF STONE WALL(DISTURBED BY PROPOSED i EL. 22.0' )C 00IL I- 0 O EL. 200' .'V I /- GONSTRUGTIOW SHALL BE STABILIZED BY 6RADIN6, i-� 2 ' , S.' VEGETATION.ti AREA TO BE PLANTED APPROXLLING:AND PLANT1NS HI/ . 20'WIDE xIATE l� t Q O 4' r' I PROP STONE REVETMENT I_ >4 EL. 200' , g EL. 20.0' >n LL cei EL, 18.0' :yr• L��• RETURN,3-5 TON ARMOR z EL. 18.0' / S�� L300' LONG. Q Z D •�. ,y STONE (4'6 -4.15'6 STONE, I N w e I I I O E-' , , D - x la UJ - '� I tt TYPICAL) I'u F EL. 16.0' .. N EL. 18.0' - Q J DI O } . EL. 16.0' /� r �' :.� I EL. 16.0' :'...'A I zi I 1 NJ W l F- O EL 16.0' ,..; r,. Ibr q EL. 16.0' ET 1'O a OOH - 4 0. TERRACING, �. 6.0' APPROX. DIST TO EL. 14.0' TERRACING a TOE OF BLUFF :-' r 1� 1� N1 Ci 11 EL. 14.0' SHALL BE 310 O.G. MIN I$ gy O 1 lJl CI_ O ® TOE OF BLUFF SHALL BE - HIGH WATER MARK ` • '�Y t D Q 310 O.G. MIN,USE 2x10 GGA - `�\ I USE: 2x10 LGA SET EL. 14.0' / "" I•• ` I k' I q5, EL. 14.0' Z �y it, ? } 0 SET PERPENDICULAR TO ' I EL 12.0' PERPENDICULAR TO SLOPE EL. 12.0' SLOPE SECURE WITH 2x2x4' I PROP. TOE OF BLUFF o, 9 SECURE WITH 2x2x4' 1 j:i:. • r APPROXI, DIST TO HIGH WATER �L V] O Q Q - STAKE5(6' OL) •• 6 RETURN = EL. 11.3' STAKES (6' Ob) 9 �. / !) 1 I I ICJ Z_ J EL. 10.0' - I r EL. 10.0' EL. 12.0' . .. .,IIS I PROP. TOE OF BLUFF = F1. 113' EL. 12,0' JY o v V a . V 1 hi� I I I , :' ,}•:a': ! a PROP. STONE REVETMENT y Q QQ O } O o N EL. 10.0' R N EL. 10.0' lY '' D N e. EL 8.0' A - PROP. STONE REVETMENT EL 8.0' A ,( r ` •'t _ V/ V 11-1 Z IL O I 3-5 TOM ARMOR STONE Q SHALL NOT ENCROACH ON 1 ^•`T I (4'6 - 4.15'6 STONE TTP) v, m 0 0 _ O j mak EX. TOE OF BLUFF o RETURN = EL. fl0' B1 - r \ N EXISTING BEACH EL. 6.0' EL. 8.0' A I I EL. 8.0' r� Q Jl .. t I I m_ O EL. 6.0' h I I .. : EL 5A' � \ SHALL'NOT ENCROACH ON EL 60 [ O Z •.. h ` r r : ... .. .. EL. 6.0' ' P A EXISTING BEACH EX. TOE OF BLUFF = EL. 5,q' r.�I U PROVIDE FILTER FABRIC �' SEASONAL:IRISH WiR(SHyU EL. 4D' ;::;:.:.;✓::� , cO z O Q F STONE ALL SIDES)' w - I AP'RAX. a FX. HIGH RR = EL. 4.15' r� CL = I ��' EXISTING 410 , WTR ='EC.4.15 EL 4.0' PROVIDE FILTER FABRIC • : El_ 20' AS SHOWN(ENCASE,GORE '�-'- '.�! r UNDISTURBED EX HIGH, EL 20' A5 SHOWN(ENCASE GORE, ,I EXISTING, - -_ 4 A .� f SAND STONE ALL SIDES). Tr EL 4 O .. F H � / \ • EL 20' Q~ ' ',G� UNDISTURBED -,n EL 20, ✓ ..� /�' ,�_ �, Illh F�4. LOW WTR = EL. 30.0' EL 0.0' . '. i SAND • .. . RASE : 9 • B.O. EXCAVATION = EL. 00.0' ti . A tib' ,�/7I • . . .- . 2 I • 15.2' . . : EL. O.O' - .A in 11/4 7.5. ♦ B.O. EXCAVATION = EL.0A' ' EX. LOW WTR = EL. tOA' . • EL, O.0 . SECTION 'B' SECTION 'A' PROP. 10-15 LB LORE STONE (4" 0 e' RIP: ' 1 PROPOSED SHORE STABILIZATION STRUCTURE ' 10-15 LB LORE STONE (4' TO e" RIP PROPOSED SHORE STABILIZATION ST"UCTURE RAP)TO BE PLACED ON AND nR uND RAP) TO BE PLACED ON AND AROUND APPROX. 14E (t17 FILTER FABRIC TO PREVENT RING (PROPOSED RETURN) FILTER FABRIC TO PREVENT SCORING (RE TO TGA ET PARELLEL TO SHORELINE) NO.g NOT TO SCALE 1 L O 5 2 0 01 I 3 . • N LOVER TO GRADE IF www.dignetnydi coca n DROP 'T' IS USED ON INLET p or //'�, n t oi of Nrw YOZK C1V -° Y i3 ry X N LOOKING/ LASE IRON LOVER TO GRADE -7 / y ^ ` � &LONG��J,{�Nn (for other o ° o ci rt. 141 r/ FINISHED GRADE FINISHED GRADE / I l//AI 800-272-4480 1 811 E i' ; . ? v � � CHIMNEY LOCATE DROP T' z � q • UNDER ACCESS • € z ^ z `s I • X 20"MIN OPENING FOR CONCRETE !..N.. • YY _ 1 20"MIN 11 d. MAINTENANCE COVER raj Bylaw,excavators and contractors working In the Far safety masons,homeowners are strongly N - E five boroughs of New York City and Nassau and encouraged to call as well when planning any "� s la " _ Suffolk Counties on Long Island must contact type of digging on their property.Homeowners N .f{° ' •I C CHIMNEY E 20" a DigNet, 1.800-272-4480 or 811,at least 48 hour can contact us directly at 1-800-272-0180 or by €Y INLET — I CHIMNEY but no more than 10 working days(excluding, calling 811,the national call before you dig q a 44 }} i )� N O ,I OUTLET wends and legal holidays)prior to beginning number. For excavation work completed on Z 6 '- 5 MIN 4"m - 70 _ a MIN 4°DIA a echanged digging or excavation work to personal property, It le the contractor a • - $_2, y APPROVED PIPE .I41, MIN 4"4• APPROVED nau nderyround Ilnea are marked. responsibility-NOT the homeowners-to contact o tZ I• PIPE HITCH SLI /\ $ ,n PITCH y4' / FT. APPROVED PIPE S_a� j Excavator and contractors can also submit DlpNet Having utility lines marked priorm I•' Ye"PER ILO' \.).->\\� locate requests online,through!TIC.If you do not digging Is free of charge. p -1, ,p PITCH Ye' / FT. p - ��� currenllyuse iTic, please call 1-8005247803 ori IEril 1: u1 �j\�\ I ®��- I �_ for mon information. Ei @ p 9 ., 1 .L \�/ ®lolo�f fat 7� I FLOW BAFFLE I ICI®I. T. I CC I 4 S d ° EN I \j\ pi- . ELEVATION } 3' MIN. ? 3' MIN. >/ I DOLLAR 1- COLLAR I �\\� (1111 I l ,./.. \ v. I �/* - td.. ��// 1 =N_ n= . . I I I . _ I \ -� �1� /.i%\INLET -IAl • 4 I ( \ 1 INLET 'a 3' MIN TO 1 Xg,..p, I iirr 7JrT,AQ \ I- _ f0 RECORDED RROUND WATERmI \\_� \, moi I C _ � ) DOLLAR DEPTH I I (BACKFILL TO BE CLEAN j N I I _ SAND AND 6RAVEUD - z I S L J { 'g 'yp. r� 6 X 12 - W2.9 X W2.1 W.W.M. / Z U In O W PLAN VIEW ELEVATION aco - N • SEPTIC, TANK CONSTRUCTION CRITERIA: 1' SEPTIC TANK CONSTRUCTION CRITERIA I. THEOOUTLET INVERT SHALL, BE SIX INCHES BELOW THE INLET INVEDESIGT.NED THE INVERTACCORDANCE TIT A MINIMUM OF FOUR DI FEET I.. FOR AREAS ON SAND AND GRAVEL, THE DESIGN OF THE LEACHING POOL SHALL BE BASED UPON A ABOVE THE TANK BOTTOM, MUNLESS THE TANK IS OTFIERWISEMEAS RED RIN OUTETIN WITH I THE BO APPENDIX 15-A. MAXIMUM LEACHING RATE OF 1.5 GALLONS OF SEWAGE PER DAY PER SQUARE FOOT OF SIDEWALL AREA. % \9 2. THERE SHALL BE A MINIMUM ONE FOOT AIR SPADE MEASURED FROM THE OUTLET INVERT TO THE BOTTOM OF THE 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) LEACHING I-II Tt TANK COVER. 3. THERE SHALL BE ONE 20-INCH DIAMETER COVERED OPENING LOCATED OVER THE INLET AND A SECOND OPENING STRUCTURES,SOLID DOMES 4/OR SLABS. Wm I PROVIDED OVER THE OUTLET. THE OUTLET OPENING SHALL BE EQUIPPED WITH A 20-INCH DIAMETER WATERTIGHT AND 3. LEACHING POOLS SHALL BE A MINIMUM OF 6 IN OUTSIDE DIAMETER.• UU.�J lL INSECT-PROOF LOCKING GAST IRON COVER AT FINAL GRADE. 4. ACCESS OPENINGS WITH A MINIMUM DIAMETER OF TWENTY (20) INCHES SHALL BE PROVIDED FOR EACHI x z 4.WHEN A SEPTIC,TANK 15 APPROVED TO BE INSTALLED IN A DRIVEWAY OR PARKING AREA,TRAFFIC BEARING TOP POOL SHALL BE USED, 5. ALL COVERS WHEN NOT REQUIRED TO BE BROUGHT TO GRADE,SHALL BE OF PRECAST REINFORCED CD Q 0 , 5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 LBS PER SQUARE INCH(PSI) AT 23 DAYS SET. CONCRETE(OR EQUAL). COVERS OVER 3' DIA. ARE NOT PERMITTED Pci 6. WALL THICKNESS SHALL BE A MIINIMUM OF THREE INCHES UNLESS THE DESIGN HAS BEEN CERTIFIED BY A N.Y. 6. ALL GAST IRON COVERS SHALL BE SET AT FIN.GRADE,BE LOCKING,WATERTIGHT, INSECT-PROOF 6Q I LICENSED PROFESSIONAL ENGINEER AS COMPLYING WITH ALL APPROPRIATEREQUIREMENTS FOR THIN-WALL APPROVED FOR SEWAGE USE. E .4 O- GONSTRUCTION. ALL WALLS,BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORGE OF 300 O 63 REINFORCEMENT SPECIFICATIONS. I. LEG JOINTS SHALL BE SEALED 50HAT THE NKWATERTIGHT AND CERTIFIED A5 TOWATERTIGHTNESS AFTER TIP I GAL SANITARY LEACHING POOL (LP) Ln INSPECTION. TANKS THAT ARE GAST IN IN PLACE MUST BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER AND, NOT TO SCALE A5 A MINIMUM,HAW THE FLOOR AND WALLS MONOLITHICALLY POURED. S. AN ADDITIONAL 250 GALLONS OF CAPACITY AND SEVEN SOIIARE FEET OF SURFACE AREA 15 REQUIRED WHEN A I •• GARBAGE GRINDER GAN REASONAIBLY BE EXPECTED AT THE TIME OF CONSTRUCTION. A GAS DEFLECTION BAFFLE OR OTHER ACCEPTABLE OUTLET MODIFICATION AND A DUAL COMPARTMENT TANK OF TWO TANKS IN SERIES SHALL ALSO I BE PROVIDED. � I. UNLESS OTHERWISE STATED, TANKS SHALL BE DESIGNED BASED UPON 10 NYGRR, APPENDIX 15-A. 10.ALL COVERS,WHEN NOT REQUIRED TO BE BROUGHT TO GRADE, SHALL BE OF PRECAST REINFORCED CONCRETE (OR ENGINEER, EQUAL).COVERS OVER 3' DIA. ARE NOT PERMITTED II. ALL GAST IRON COVERS SHALL BE SET AT FIN. GRADE,BE LOCKING,WATERTIGHT, INSECT-PROOF 6 APPROVED FOR SEWAGE USE. I /7:4;i517 /pF NE-Tit r.'�� T eG O w['fe- r� 4� m ,t « on 1I,,i , N n rf SEPTIC TANK - 1000 GAL. m '.E-171,71' ,-- u NOT TO SCALE ,, \ gra /, NA? Skiff '/ JEFFREY T. CUTLER, P.E. Q 0 ii • Ojr vO Li- 4 z N O OO � OI ~ Q CL O cf.) 0Na � o ' o d R' T— 0 « to id 0 2 -L cnz < Qo Zen C5 L LLF� � tu L)010N� zN O O u_ O co J1 p o • z z 6 Q o 0 Cal ki • - PASE : . -• 3 . . . . . 0f 5