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HomeMy WebLinkAbout1000-51.-1-2 ,,,„ ilii OFFICE LOCATION: ®f soup MAILING ADDRESS: Town Hall Annex ~� l0 : P.O. Box 1179 54375 State Route 25 * 41g Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) � � `�l� � Telephone: 631 765-1938 Southold, NY 11971 J. = coUNr1, ,�' LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM -- - -- - - - -- - - -- - - To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: September 10, 2015 Re: Local Waterfront Coastal Consistency Review for KATIE NICKOLAUS SCTM# 1000-51-1-2 • En-Consultants on behalf of KATIE NICKOLAUS requests a Wetland Permit and a Coastal Erosion Permit to construct approximately 300 linear feet of stone revetment along eroding toe of bluff with • angled westerly and easterly returns; restore bluff face with terrace retaining walls, approximately 2,400 cubic yards 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 feet from bluff crest; install drainage system at least 100 feet from bluff; and remove any discharge pipes protruding from the bluff face. Located: 17555 Soundview Avenue, 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 policies and therefore CONSISTENT with the LWRP provided that: 1. The revetment is engineered to not adversely affect (accelerate erosion) on the property to the west to the greatest extent practicable. 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 ,,,, OFFICE LOCATION: ,IId/��OF 8002,7 MAILING ADDRESS: Town Hall Annex �� �Q 411‘Z Southold, Box 1179 54375 State Route 25 l Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) H ye Telephone:631765-1938 Southold,NY 11971 /� Fax:631 765-3136 II LOCAL WATERFRONT REVITALIZATION PROGRAM 1! TOWN OF SOUTHOLD S E i 0 8 2015 Southold Town MEMORANDUM r • Planning Board �! L-�-�LL'-[�..�.-�._`•' �_- To: Jill Doherty, President I' Town of Southold Board of Trustees ..wFrom: Mark Terry, Principal Planner LWRP Coordinator I! 1 °:: Date: November 14,2011 h AUG 3 1 Re: Proposed Wetland Permit for KATIE NICKOLAUS ; 2075 SCTM#1000-51-1-2southol-------�- - __ En-Consultants on behalf of KATIE NICKOLAUS requests a Wetland Permit ' n 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 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. A 11 applicants for perm its* including Town of S outhold agencies, shall com plete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law . This assessm ent is intended to supplem eat other inform ation used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its 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 ACTIONl C E TE � SCTM# 51 - 1 _ 2 ;s9 f AUG 3 1 2015 PROJECT NAME Katie Nickolaus,Jamie Nickolaus&Alexandra Nickolaus Carnicom nhold The Application has been submitted to (check appropriate response): t° Town Board Planning Board_ Building Dept. Board of Trustees XI Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction,planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Construct approximately 300 linear feet of stone revetment along eroding toe of bluff with angled westerly and easterly returns;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;install drainage system at least 100 feet from bluff;and remove any discharge pipes protruding from the bluff face,all as depicted and detailed on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated June 22,2012. 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,Jamie Nickolaus&Alexandra Nickolaus Camicom (b)Mailing address: do Katie Nickolaus, 100 Great Neck Road,Apt.4G - Great Neck,NY 11021 (c) Telephone number: Area Code (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?NYS DEC 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 IX 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 YesNo // 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 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 Xi Yes No ❑ 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 IXINot Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. Yes No ® Not Applicable • POLICY 4 The subject property is located along a stretch of Long Island Sound shoreline running parallel with Soundview Avenue that has been severely impacted by increasing bluff erosion during the many Nor'easter and other significant storm events of the past 5 years, especially including the Christmas 2010 Blizzard and Super Storm Sandy in October 2012. 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, and the Town of Southold was similarly forced to make install a publicly sponsored revetment to prevent the breach of Soundview Avenue itself. Similarly,the bluff fronting the subject property has experienced severe erosional losses, 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. To remediate this process of erosional loss and the potential damage to and loss of residential structures located landward of the bluff, an erosion control project was 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 and/or landward relocation residential structures and sanitary facilities. Specifically, in 2011, an engineering plan was designed by Jeffrey T. Butler, P.E., P.C., which called for installation of a stone revetment to stabilize the toe of the bluff, which would 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 was proposed 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 is to 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 buffer design 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 was proposed to provide additional structural remediation of stormwater runoff. Finally, existing residential structures such as the historically existing swimming pool and patio located closest to the bluff and sanitary system were designated for removal and/or landward relocation. After submission of this design plan with the required application materials and review by the Board of Trustees during a public hearing held on November 16, 2011, Wetlands Permit No. 7693 and Coastal Erosion Management Permit No. 7693C were issued for the project. These permits were later amended on August 22, 2012,to reflect minor plan changes required by the New York State Department of Environmental Conservation, Nickolaus- 17555 Soundview Avenue,Southold Page 1 who issued a New York State Tidal Wetlands Permit for the project on August 1,2012. However,the property owners were not prepared to execute the work until recently in 2015, and although the permits could have been extended through November 16, 2015, they were allowed to expire,thus necessitating submission of additional applications for new permits. As described in the originally submitted applications,pursuant to the principles set forth by Chapter 275-11(B)(1)(b),the proposed stone revetment is proposed in an area suffering from extreme erosion. 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. Further pursuant to Chapter 111-15,the purpose of the structure and integrated erosion control remediation plan 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. Nickolaus - 17555 Soundview Avenue, Southold Page 2 Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes No Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. Yes No / Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. Yes No Not Applicable 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 water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. Yes No 1><1 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. Yes No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. Yes No 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 IX Not Applicable PREPARED BY % .% TITLE Coastal Mgmt. Specialist DATE 8/27/15 Robert Mrremnann Amended on 8/1/05 Kr James F.King,President r��/,' 0f SOur = e7 - "CY` { J ,red Bob Ghosio,Jr.,Vice-President �,'I.,O l0 I • Dave Bergen * 411 ; ' //11-S 13 Q- rC "-CV/[ Cc.J/4r) John Bredemeyer G Q i$ Michael J.Domino O ireOUNii*w o'.� PCj_n,\I'k BOARD OF TOWN TRUS ' TOWN OF SOUTHOLI1 August 22, 2012 Mr. Robert E. Herrmann En-Consultants 1319 North Sea Road 4 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, Jam s F. King President, Board of Trustees JFK:amn f . a SOU Town Hall Annex / James F.King,President 1��V -MO Bob Ghosio,Jr. Vice-President ��I 14 ' l0 �; 5437b Main Road P.O.Box 1179 Dave Bergen ; m *i Southold,New York 11971-0959 John Bredemeyer �,. G Q I� Michael J.Domino `. - ,01 Telephone(631)765-1892 N. /� I�I • Fax(631)765-6641 ��CVU �1�0I��+ 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, 0 Jam s F. King President, Board of Trustees JFK:amn Jill M.Doherty,President o++4� SQUljfiO Town Hall Annex Bob Ghosio,Jr.,Vice-President �� h0 1p 1 54375 Main Road James F.King ; * ; • P.O.Box 1179 Southold,New York 11971-0959 Dave Bergen John Bredemeyer Telephone(631)765-1892 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: (1 � , r' Jill M. oherty, President f Board f Trustees • • - -.l --T�r �-". - �.� ��z N ", N„ w ,a 07..1.02 ...is, 41692 x501 .` J� 1 l' 11.10. sz61s ,b,� O6xx-05 ]x695 / IUw�A' 595 Q oPi n.1e SOUND ,S6µ1 Pt.,, ii�1m p//® ap_ OSOt�i SEE SEGNO 130 ISTD ry1 000614 G. 2• 5A LONG romm555. a, ''' lilt � a. �.` / \ �° 1114111 `LDIv , PD 70 ittlittiiiiii . ' .. 114 AVE SCI7D 5 AgAL, s 'yT SEE SEC No to aM 5 S:y ' • 91AN w � --"1” FSEE SEC N0 I. 1' la:.'E'txn052.08.001 I 17, 5�` S:1110111 9URGANOYCr tp a ® ...ma.' Iz w 44 4- 1 lir 5 PECONIC LAND TRUST INC . ;NO �� S� AIN WI. _ LOBERRY25 1z x�ztx X 52A '111" o �`, �{y:i L��� 1 1ca�eanwTwaNrl 50 $ 9 `� k 5 0]A a +�NA., 1 �l wr1y1P" QO 1. . yOO1450.°- ,1 uevf+ ar50ON11 $ yy 84 sx I a rz1s O� y �4..11k $ 9eYRa..NrN.R�wrm rope' e1 115: P1wc�AnwA1AE s I ,.�� A O M ® � I,oek c. n ^ .53 lS� o cf Pt *� � � ]q/ kl 19� NI1 e I. 4s s. k ''• UX. t © ,. �ML 'T3 9 EII • ma wi, FOft P NO FE 1mlll9---� '----1 ^\ ?4' m 5z&01° 11 41 lE m-0 n -. ielr' 1EA. 1 1 411 . _,55, P `a• Uft SEC O c\ r `„lL e 6 9 o50... . , ,a :Ili. �\` -TC _-2--_LIt1]lc) wc-Z-ELL 4Gy.a.12A) 2OH 0 a M lib* d.0 1 Nm I . ' L d....w ri. •+ wu. - N..>o...w --a-- or,w --.-- NOTICECOUNTY OF SUFFOLK © K 1y •-10vmos SOUTHOLD SECTION NO E...,E e.sr.....w.. —�_ ....d •. (xt) --2-- ,.vnw __.—_ A... w __ __ w..0 ic..mmtm.wcrmceA�wc CL) .. _,.w --. �.� Real Property Tax Sernce Agency rN �,� s o w —_ o.... — -- w�.00..w--•-- °A,o,nC.A14ra..R,..aNYnw1M� " "N L 051 D r... a r.r ni N•I.aiA dw —___ _—r-- .rswe+w--...-- ..a.we .a awa_ EMM WI . .m A 0 srmc1 r11 I r• � P 054 1000 PROPERTY MAP ui N NOTE: LEGEND: ABBREVIATIONS: - z o ,�' UND ALL PLANTED VEGETATION WILL RE DIRE x "- LONGISLAND Q PROPERTY LINE ABV --- ABOVE wFl MONITORING OVER 3 GROWING SEASONS. OBJECT TO BE REMOVED AFF --- ABOVE FINISHED FLOOR o o 8 N o AFG --- ABOVE FINISHED GRADE f, p0 O o o m 6- SOUND EXISTING BUILDING BG ----- BOTTOM OF CURB gl f300' PROPOSED STONE REVETMENT VI/RETURN (WIDTH OF REVEGETATED AREA) +,, `:K Q s Q EXISTING CONTOUR �--._6�--� GB CATCH BASIN , r `� EXISTING TOE OF BLUFF TO SITE'LOCATION AND.: `� (, }g g I c1. --- CENTER LINE OF PAVEMENT ' ` ,� o Q rx PROPOSED BEACH AGGESa '� Z y PROPOSED CONTOUR N L TIE urs ntot�APPARENTHIGH ‘‘ ARE -- GONG --- CONCRETE ' ��-''---�_ �' MARK ON�RUARY la,2011 I 5°`a:24 B WORKED ® SUBJECT PROPERTY ,.__ Q 1 �14TEt1Ytf1IAtLi�-; -- ia• L .- k t.•ih, 9 B14? 1+f1• E' 1 • ..u..t.r Z(V Z ■ 5 85°18'3g" ________________._==__2::;D_,--------�` � ` v CONST --- GONSTRUGTION �fi�• _ /�•;,„ � Q HIGH► ( ®Sp3CONTINUATION OF STONE PROPOSED BERM �. I: OI OI" OI OI" OI •' .Y- K o b. .._ 166.03' 0-q°2(0'16° E 103.-75' ey-FoR REVETMENT SEE ADJOINING CONT --- CONTINUOUS/CONTINUE , , s tz s aa :�� may! r. - PROPERIY PLAN --- LONG ISLAND.SOUND' !'* , w ,• - El a /o i - - - GPR COPPER : = s.,,,. : �rA�®�'.W'�' ---X _ - -" �& EXISTING GRADE x 6 O 1--- "' O 12 14 .l 7 -= ,.111 UPASP ?i • �r•. .., ° A : DIAM --- DIAMETER �•eke a �R,. r .. .. .r w ystoI"'"i��®0®m m mew :�r tit a, e �--6 � =-mac. 1 �f-�!`\,. � '� �'�•irr.r>onrtl, tD � ~ � � x ---- � ®oPROPOSED TOE OF BLUFF AND TOP ---�.' �� t: ' '4>� r '.Y: O `� ` - PIROPOSED GRADES x(6.0) DIP --- DUCTLZIREE P -.. •t•,•::• ", ti�� .- w o _1 Y o Rpt".___ _ �. -- ��✓ _ OF PROPOSED STONE REVETMENT STERRACE AND 6 et-' _ ,a- �� e EDGE OF PAVEMENT © �����• IV..Y LC7LIA�AS '�' ��' p. �•,1 .?.\ � .: n. � Q„ a • 34_ PROPOSED TERRACING --. ��..e�+a INDICATED y'r- -- -^-�a� DISCHARGEPIPES �.r �,;.1 x_ Y= 0 0 fl 36 -- EXIST EXISTING a`T SEE SEGr'A' 5HT -- _.�=���• EXISTING UTILITY POLE I• -- ;�` o y� 38 ( � (SEE SECT'Al,'A' 5HT 2) - - ALONG FACE OF BLUFF WHICH ` k ' '' -` a'±�yy ya • - lai- W W W W W °'._•• 1- ti Ed• l W W ��_-.� �„_,�,- � � FD --- FLOOR DRAIN . .•,. ..y_:,s ' °�:,,.�: p z 42Itz -�•+�: - WERE PREVIOUSLY USED FOR ;, _ 46 ��� n..0 �., � _� \ F/G --- FIBER GLASS i °;� •y by I-„- -� " "`` '• z = - <`+ `r 44 _�"� �` 1STORM WATER DISCHARGE SHALL J l Its - � � TBR = TO BE REMOVED _ 4 �T'E �.,,,� : .6. BE ABANDONED. --- a �. �., \ ( s•,�• r.a� � r aS `I' T' (Ni%'��� � - sp _ FTG FOOTING ' ti ( i_ • a c� s - - ,� ��: �- --� A��, �� el ELEVATION � �:�' y `��'�° � ...}' ;'} � o g d o �S � ' . .r 07- _ s� GA --- GAGE, GAUGE 56 ij 'r . 4 ---;' ,,�-7-- `� -,41 REPUTED LOCATION OF EXISTING GV GALVANIZED , "` ..'7.VS4 V; ' ,,4wA��. //`\ ,►moi ,y '';h SANITARY SYSTEM,SYSTEM SHALL MET --- METAL SITE AND BEACH ACCESS - " '� ` � °•. , � �55 ���•� , '��'� BE ABANDONED PER SGDHS ABANDONED IN-PLACE: NTS --- NOT TO SCALE PROPOSED 15' WIDE NON-TURF BUFFER ,siiiiial7 � .:::':�..•.:�.:.�..•..:•.:'.� ew 64. II TYIbl3 ; u' r o' �:`:;::::::':' `::: STANDARDS. (SEE BOXED NOTE, LANDWARD OF T.O. BLUFF, PLANT VI/NATIVE ,, '`' `; .: Exec ' 63ArA;S:R1 EXISTING SYSTEM SHALL BE ABANDONED BY REMOVING ALL RESIDUAL SEWAGELOGATI ON MAP VEGETATION,SEE PLNTG SDH, THIS DWG. ,• '.Ts STEPSEx 66ssB,N66a 5"�A5� THISDRAWING) WASTES BY A LICENSED WASTE HAULER,REMOVING THE TOP OF THE STRUCTURE(S), O.H.--- OVER HEAD ` :.•':•!may..-votI I 1 STEP'-'14 j- EX Y� ,� :: ° Ex. :I b,z nE Wa �'a BACKFILLING WITH SUITABLE SAND AN,D 6RANEL MATERIAL,AND PROPERLY PLGS --- PLACES NOT TO SCALE 62 .PROPOSED 3' WIDE x I' HIGH (MIN,) P�no ) IMPOUND :••:* " ti N ■1 PVG --- POLYVINYL CHLORIDE MACHINERY ACCESS FOR THE PROPOSED WORK WILL BE FROMJ $ i4'.4dlI 1. 344 ,,= nEw+LLs x cs 7� />( � : ` ICKE • RGP --- REINF. GONG. PIPEOF 15' NON-TURF BUFFER AREA (SEE �+ y 3 PATIO .::=•.::: • N Y 1 - SGOP,E OE I�IORK: ! SUBJECT PROPERTY. ExvENrPiPE �O� '. 2 I/2 cjTOR qs a REINF --- REINFORCED SECTION A,SHT 2). BERM SHALL § dF.FL q.4 �` il s�/� -•�.-;,di 65.2BASEI'� �e�` ,,'>� ' E+f,• I. GONSTRUGT PROPOSED STONE REVETMENT 0)300 FT LONG (INCLUDES(I) 10 RETURN).EXTEND ALONG PROPERTY LINES AS *w i sTr >a�/ w raN , Box SD --- STORM DRAIN FOLLOWS; ` / GONSTRUIGTION OF THE REVETMENT AS FOLLOWS: N Gq ti SLOG • m2 N 94' ^? , 2 4-- 12b' ,• '/. 3 VI• N• x 65.4 GONG.PADS FOR ST --- STEEL PROPOSED EAST PROPERTY LINE. EXTEND ba . �\ °' II// POOLEcviPVENT Ul A. THE FIRST ROW OF ARMOR STONE WILL BE INSTALLED BELOW THE 1C3)- v PJEWJFPN E`.'c:;.`::'• PA' ` a o t 88'-0' MIN. 08' RETURN) MAINTAIN o i t .b • ' \ - mm' 4 =1' Exel s EXIISTING GRADE ON A BED OF 10-15 LB GORE STONE, tl IN DEPTH (MIN) AND TG --- TOP OF CURB C BERM HEIGHT OF I' ABOVE FINISHED --�� s�WDnEWALL Ex.GATE a srts STOOP _� ���" 1 HDODTIE HALL LIAUNDERLAIN WITH FILTER CLOTH. THE ARMOR STONES WILL BE INSTALLED AT .�HOREL I NE STABILIZATION PLAN: I- % EX ,� 4 5TEP5 re `J 5T Fx N - THE BASE OF THE EXISTING BLUFF,TWO STONES DEEP AND ONE STONE HIGH, TERM --- TERMINATE GRADE WEST PROP L-KTY LINE: 6' 10 6 A1� �7,SO torr✓. --� T/- 3yarn w Vl SITUATE AT: �f $ '►0 Ski WALL ISI I-- q ` � ASS DEPICTED IN SECTION 'A' (SHI 2). INCLUDING THE BED OF CORE STONE, VIF --- VERIFY IN FIELD EXTEND 22'-0" MIN. (22' RETURN), a\h ,q1 r� �t \ 6: • O_ SOUTHOLD, N.Y. MAINTAIN BERM HEIGHT OF I' ABOVE E �'� -- ' ' 'N F �' N THE BASE OF THE STRUCTURE WILL EXTEND APPROXIMATELY 5.q BELOW THE WWM WELDED HIRE MESH PROPOSED STORM ROOF DRAINAGc \ 4 FINISHED GRADE '� \ ., W GLADE @ TOE OF BLUFF. TOWN OF SOUTHOLD LEACHING POOLS TO BE LOCATED �� lik'c' - °' \ �� B. THE SECOND ROW OF ARMOR STONE WILL BE INSTALLED TWO STONES DEEP SUFFOLK COUNTY, NE m W YORK LANDWARD OF 100' T.O. BLUFF / `•.515, 2°8mi Vit , g , • i� --- • , _ , _ - • _ . --! s \ S N/O/F AND ONE STONE HIGH ON TOP OF THE SUB-GRADE BASE DESCRIBED IN 'ITEM SGTM NO.: 1000-51-01-2.1 O COASTAL EROSION HAZARD LINE AS SCALED �j OFFSET LINE / . ../ ExSLaTEWAL ',1 r` ;�8T7<N °i � % `� MICHAEL A' ABOVE. THE ARMOR STONE WILL BE PLACED AND SHAPED 50 THAT THEao: d) FROM 'COASTAL EROSION HAZARD AREA MAP' 3 8'4) x b' LIQ. DEPTH i A McALLISTER 8 TOTE OF THE SLOPE DOES NOT EXTEND SEAWARD OF THE EXISTING TOE OF SEPARATION DISTANCE REQUIREMENTS SITE DATA: • EXISTING: PROPOSED: r PHOTO No. 55-578-83 SHEET 10 OF 4q (TYPICAL OF 2) / ° °,°a Ex as• Ex.LAMP \ BARBARA JONES BLIUFF AND THE STRUCTURE DOES NOT ENCROACH ON THE EXISTING BEACH. FOR STORMWATER LEACHING AREA OF SITE: 113,206 S.F. (2.599 AC) N.G. / . • ° e ° . A •. kT 'R7 Posrm'P) y^ �� oev ° $ rn B,,tw�RE G. THE FINAL ROW OF ARMOR STONE WILL BE INSTALLED ONE STONE DEEP AND STRUCTURES AND PIPING: (TO TIE LINE) W r '` ONE STONE HIGH ON TOP OF THE PARTIALLY EXPOSED BASE DESCRIBED IN LIMIT OF 15' NON-TURF BUFFER AREA / 4' ' ` ° ° ° I zHORIZONTAL SEPARATION DISTANCES FOR STORM -n / � ° ( _ ° ° m 'ITEM B' ABOVE FOR A TOTAL HEIGHT OF APPROXIMATELY 5.4' ABOVE [L/ m ° ° • +� -6 1 ° wr'sGRADE. THE BANK WILL BE GRADED AND THE ARMOR WILL BE SHAPED 50 DRAINAGE LEACHING POOLS: SITE PLAN BASED ON ORIGINAL SURVEY BY: O _ _ _ 0 THAT THE TOE OF THE SLOPE DOES NOT EXTEND SEAWARD OF THE EXISTING PROPERTY LINE - 10 MINIMUM �- ) . • y. NATHAN TAFT CORRIN III, L.S. i , °°° ° ° ° ° ° ° ° ° 4't: ' , ° 254 I wE TOLE OF BLUFF AND THE STRUCTURE DOES NOT ENCROACH ON THE EXISTING BUILDINGS WITH CELLAR = 10' MINIMUM (`n X P.O. BOX 16 N/o/F �, °° PROP. MINIMUM SANITARY d _ ° ° 5Tf 1 BEACH. THE STONES AND BANK WILL AGAIN BE SHAPED,GRADED AND BUILDINGS ON SLAB = 10' MINIMUM JAMESPORT, N.Y. 11947 LU EX G.L.FEN SYS. FOR 4 BEDROOM RESIDENCE C '?'= FX1 ' �' FILLED AS NEEDED TO ENSURE A STABLE SLOPE FOR THE BLUFF FACE. ALL WATER SERVICE LINE/LATERALS/MAINS = 10 MINIMUM K __._ H PEGONIG LAND TRUST, INC.. c,AR PHONE: 631-72�-2090 � -- --- X Z USE: �' 4 DISTURBED AND BARE AREAS OF THE BLUFF FACE FROM TOP TO PROPOSED UNDERGROUND UTILITIES = 5' MINIMUM, `" ' _ n (CONSERVATION EASEMENT) ° ° , DATE: FEB. 14. 2011 II1:: r' v�„' , g -' 2,, r° TODD GALLON SEPTIC TANK 13 \ \ 4' 25 TOTE OF BLUFF WILL BE PLANTED WITH APPROVED NATIVE VEGETATION AND SANITARY LEACHING POOLS = 20 MINIMUM « OSc:ALE: I -100 O • CQ 0STORM DRAINAGE GALL: (I) 8'm x 12' EFFECTIVE DEPTH p 1.�, ' ° �c,corw• p1' TERRACED. THE PLANTING WILL BE MAINTAINED UNTIL THE VEGETATION I5 PUMP STATION = 5' MINIMUM .. JDRAINAGE PROVIDED FOR: \ . ° ° (LEACHING POOLS) SHALL BE ` °° SUCCESSFULLY ESTABLISHED. GREASE TRAP = 5' MINIMUM ' ;`J O co EXISTING 4 MANHOLE = 5' MINIMUM p ; ASG 3 2��5 W LOCATED LANDWARD OF 100' T.O. WELL TO B3E ° ° ° '.\ APPL �- (�/ EXISTING DWELLING: ±1,992 S.F. BLUFF OFFSET LINE, MAINTAIN A \ rn 2. CONSTRUCT PROPOSED NON-TURF BUFFER(15' WIDE MINIMUM) LANDWARD OF TOP OF PRIVATE WELLS = 50' MINIMUM fzi Z ABANDONED W. -JAMIE NIGKOLAUS O EXISTING GARAGE: ±544 5.F. \ ° °MINIMUM 5% GRADE WITHIN 20' OF G ° .° ° ��` • ' BLUFF. INSTALL A 3'WXI'H(MIN) BERM ALONG LANDWARD BORDER OF PROPOSED RETAINING WALLS = 10' MINIMUM --- ...,.,,_,• tow. w _ EXISTING BRICK BLDG: ±I46 S.F. U� % °°S PTIG SYSTEM) .- , .6 ° '0 °A °° = BUFFER:.. RE-VEGETATE BUFFER AREA W/NATIVE PLANTINGS - SEE PLANTING FUEL STORAGE TANKS (BELOW GROUND) = 20' MINIMUM TL ROOF AREA: ±2,682 S.F. Vd . 4 ° °. Q -1 \ - SCHEDULE AND SHEET 2 FOR APPROVED PLANTINGS AND PLANTING INSTRUCTIONS. Fi ° a ° ° ° O° ° ° ° �(/) 'D-l� ° ° HORIZONTAL SEPARATION DISTANCES FOR STORM GENERAL NOTES Si Q O� \ ° ° ° ° `n ° 4 _ DRAINAGE NON-LEACHING STRUCTURES: VOLUME = AREA x RAINFALL x GOEFFIGIIENT O \ a O ` ���p�,�` 3. BILL OF MATERIALS: WATER SERVICE LINES/LATERALS/MAINS = 5' MINIMUM I. R0 FILL WILL BE PLACED SEAWARD OF THE PROPOSED STONE REVETMENT'. AREA = 2t&2 S.F. 1 WORK SEAWARD OF TOP OF BLUFF: UNDERGROUND UTILITIES = 5' MINIMUM 2. AREA SHALL BE RE-VEGETATED LANDWARD OF THE PROPOSED STONE REVETMENT. ;T� LU RAINFALL = 2"/HR. = 0.161' No(oNc. t41.O�j 73 \ ���4i A. 1,608 TONS OF 3-5 TON ARMOR STONE (APPROX. 4'-4.15' DIA) 3. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIES. W I- GOEFFIGIENT OF ROOF = 1.0 µol+. -4-' VERTICAL SEPARATION DISTANCES FOR STORM 4. ANY DISTURBED GRADED WILL BE RESTORED TO BACK TO ORIGINAL WITHIN F"7 �:� EX EDGE ROW / B. 40-1 GU. YDS. OF GORE STONE OR RIP RAP ...........:::. 34 3 ' \ °° . C. 2,400 CU. YDS. OF SANDY FILL (FOR USE ON BLUFF FACE) DRAINAGE LINES: « PROPERTY LINES. 2,682 S.F. x 0.167' x 1.0 = 447.89 GU.FT. S �2° D. PLANTINGS: A5 REQ'D BY SCOPE OF WORK AND PLANTING SCHEDULE SERVICE LINES = 18 MINIMUM 5. THERE ARE NO VEGETATED TIDAL WETLANDS ON THE SITE. ENGINEER: VOLUME REQUIRED = 447.89 GU.FT. •t . (APPROXIMATELY 18,580 S.F. OF REVEGETATION IS REQUIRED LESS THE SANITARY WASTE LINES = IS MINIMUM 6. THERE ARE NO EXISTING OR PROPOSED WATER SERVICE TO ANY OF THE USE: AREA 15 OCCUPIED BY ESTABLISHED,STABLE EXISTING VEGETATION). NOTES: ACCESSORY BUILDINGS. <-O N W yo (2) 8' x6' DEEP LEACHING POOLS `� WORK LANDWARD OF TOP OF BLUFF (15' NON-TURF BUFFER I.ELEVATIONS ARE REFERENCED TO N.G.VD. 1929 DATUM Q1 '1 '�• EXISTING ELEVATIONS ARE SHOWN THUS:„,Q C P �`9*VOLUME PROVIDED 506.88 GU.FT. ! _/ © A 4b&3 GU.YDS OF SANDY FILL TO CREATE BERM EXISTING CONTOUR LINES ARE SHOWN THUS: 11) * n f,PROPOSED °• B. PLANTINGS: A5 REQ'D BY SCOPE OF WORK AND PLANTING SCHEDULE �� O �'� jc. z • (APPROXIMATELY 4,502 S.F. OF REVEGETATION 15 REQUIRED LESS THE F.FL. - FIRST FLOOR BB - BOTTOM OF BULKHEAD c� :� TERRAG I NG SCHEDULE NEW WELL AREA 15 OCCUPIED BY ESTABLISHED STABLE EXISTING NATIVE 5.FL.- GARAGE FLOOR Tw - TOP OF WALL O TERRACE SLOPE ACCORDING TO SDH. BELOW: NO HELLS WITHIN 100 = 1 VEGETATION). TB - TOP OF BULKHEAD BW - BOTTOM OF HALL Ln 0 `5ZO r 975 � FEET OF PROPERTY v� ,\ TYPICAL SYSTEM: 'FEss\O�P SLOPES OF 1:3 4. ABANDON EXISTING SEPTIC SYSTEM PER SGDHS REQUIREMENTS. I - 1000 GALLON SEPTIC TANK SLOPES OF 11:2 SLOPES OF 1:1 OR GREATER 0 �\ ' 5. DEMOLISH EXISTING POOL AND PATIO,FILL IN POOL WITH SANDY FILL 8'4) x 12' EFF. DEPTH LEACHING POOL O JEFFREY T. BUTLER, P.E. TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT = \ ° ° 1 a (180 GU.YDS). 3'-0" MIN. ABOVE GROUND WATER (v O 6'O.G.SPACING � 11 0 g \ b. INSTALL NEW STORM ROOF DRAINAGE LEACHING POOLS. (4 BEDROOMS) 3'O.C.GSPACING I'O.C.OGSPACING / /CAST IRON FRAME AND GRATE/COVER I I �-, -I 1 ' g 1. INSTALL NEW SANITARY SYSTEM. N/O/F CAMPBELL IIB2 G OR APPROVF_D EQUAL Q (2 O 1 1hkrii 1 PEGONIG LAND TRUST, INC. ° ° ' 8. INSTALL NEW WELL m 0 O (CONSERVATION EASEMENT) / 3 2 1 ° • r t / ° ° FINAL GRADE -I z - PLANTI NO SCHEDULE • 4 \ BEARING DWELLING ��}. �O ° ` . \ \ I SLAB / ° , I (WHERE E-, } z )- AREAS THAT HAVE BEEN PROPOSED FOR RE-VEGETATION SHALL PRUNE I/8" OF LEAF AREA BUT r, ° ° I I APPLICABLE) - LL -i CO LU BE PLANTED WITH A COMBINATION OF THE FOLLOWING APPROVED RETAIN NATURAL FORM m ° 1 ; / -g I 8 In (� -� • CNIJ- O Z } PLANTINGS. VARIETIES OF PLANTINGS (SHRUBS,GRASSES AND / ° ° MlN '� W LI-1 - �- 0 GROUND COVERS) ESTABLISHED WITHIN THE SAME PLANTING AREA PROPOSED NEW SPRAY WITH WILT-PROOF s.r� Io 0 L1 z o IY WILL INCREASE THE PROBABILITY OF SUC,GE�f�UL BLUFF /BUSH PER ACCORDING TO MFG'S INSTRUCTIONS a 1 ' /_ 2 IN r v O O 0 _ (� STABILIZATION. PLANTING SCHEDULE IF FOLIAGE 15 PRESENT 3' MIN. ` ` �' ( \ E.P. , LP./ / 34 � Q H a. ' 0 Q <C (SEE 5HT I), / l W 3' MIN. \ -'� B'MIN 0 MIN 3'-0"O.G. GROUNDLINE TO SAMEAT - /"' � = "� m LI-I 0 BE AS ° 9 -----�� _ �- PROPOSED GRASS AREA(MIX OF AMMOPHILA THE NURSERY -"�_ f- w W H )- V O < } - W BREVILIGU_AT BEACH GRASS 2-3 COLUMNS PER �`'� / I$O, 1\3 - HATER MAIN Z '' '" '" PLANTING HOLE 121 OL MAX. NTH PANICUM ��`` OR MEANS OF STABILIZATION ESTABLISHED VEGETATION SDI US FRo�yI / I WRAP STRUCTURES TYPICAL PLOT LAYOUT Q v W '' '' '" VIRGATUM) SWITCH GRASS AT 2'-0" O.G.,2 GAL. 18" MIN. FOR - v,W LL \ WITH FILTER FABRIC NO SCALE F- W W PLANTS UP TO 4' fIN''......:1:....-. 4 (PLANTED GRASSES AND/OR TERRACING) - N zE� (y v - J O N} v4. W 4, CONTAINER). HIGH, 20" MIN. FOR • : : :..; (� O O N .. REMOVE BURLAP FROM TOP OF t 0 KNI PLANTS OVER 4 " I :.. •. ESC. V iv O ~ O HIGH BALL 10 DIAMETER www.dignetnycli.com - BLUFF FACE b MIN �► .: ::_ _I:1. , I W GROUND WATERT 6 of NSW YOT CITY or �' Q �O 6P 1 NON-RATEABLE ' &LONG 19M\112 www.call811.com LL (SEAWARD OF PROPOSED NORTHERN BAYBERRY BUSH BACKFILL WITH TOPSOIL 4 PEAT- MO55C/D .. T.O.BLUFF) (MYRICA PENSYLVANICA) TO BE PLANTED AT A �� 3:1 RATIO BY VOLUME IN q" MINIMUM 3 FOOT ON CENTER.(SEE PLANTING LAYERS-WATER EACH LAYER UNTIL Nl '�� (for other states) 18 Q O .--` Q.-. Z LU DETAIL,THIS DWG) TYPICAL SHRUB SETTLED. DO NOT TAMP o O v- �� F�(A .OLLAR MATERIA 6« 800 272 ��80 81 I o ,- U� P���' • ; 0. (PENETRATION) R z < Awe MIN. PLANTING DETAIL 6" FOR PLANTS UP TO 4' HIGH b" - pO of RATABLE SOIL 0 PROPOSED BEACH ROSE BUSH(ROSA RUGOSA) TO N.T.S. FOR PLANTS OVER 4' HIGH \ �s • . . _ _ _ By law excavators and contractors working in the For safety reasons,homeowners are strongly O BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. • ` pP� five boroughs of New York City and Nassau and encouraged to call as well when planning any ° 4 1° ° UNDERLYING SAND AND GRAVEL STRATA Suffolk Counties on Long Island must contact type of digging on their property.Homeowners (SEE PLANTING DETAIL,THIS DWG) = Dig Net, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by Ya AND Ft-kg G+ N. \ °2'1130 ° ° ° °° ° ° ° '° ° NOTES: but no more than 10 working days(excluding calling 811,the national call before you dig FAST- NON-TURF I. COLLAR DEPTH IS NOT REQUIRED WHEN RATABLE MATERIAL EXISTS FOR FULL DEPTH. BUFFER S 13 ° ° I.a ° weekends and legal holidays)prior to beginning number. For excavation work completed on (LANDWARD OF ° 2. COLLAR MATERIAL SHALL BE CLEAN GRAVEL OR BANK RUN. any mechanized digging or excavation work to personal property,it is the contractor's J___AN. ° 9 3. ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. T.O.BLUFF) PROPOSED BEACH PLUM BUSH(PRUNUS MARMMA) SIT== \ ° ° ° ° �� ensure underground lines are marked. responsibility--NOT the homeowners-to contact TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER. I ° ° Excavators and contractors can also submit DigNet. Having utility lines marked prior to ° ° ti (SEE PLANTING DETAIL,THIS OHS) IMP�MMIMlwpw �� TYP I GAL STORM WATER locate requests online,through ITIC.If you do not digging is free of charge. SW ° °° `° ° ° ° currently use ITIC, please call 1-800-524-7603 30 15 O 30 60 10 120 150 °a ° °° °° "( ��� for more information. GRAPHIC SCALE I" = 30'-0" ° ° SO v LEACH 11�G POOL (SD) DETA I L \ NOT TO SCALE 0f 5 e N I ° L- SLOPE CREST: CONTAINER OR BARE ROOT PLANTING:PLANT TERRACING: APPROVED PLANTINGS: � o THE VEGETATION ALONG THE EDGE OF THE TOP OF THE SLOPE SERVES ASA CONTAINER OR BARE ROOT PLANTING INVOLVES PLACING SINGLE OR BUNCHES OF ROOTED PLANTS INTO THE BLUFF FADE FROM ABOVE THE ARMOR STONE BASE SHALL BE RESHAPED 70 A MORE STABLE ANGLE AREAS THAT HAVE BEEN PROPOSED FOR RE-VEGETATION SHALL Fi EXCAVATED HOLES ON THE SLOPE. THIS METHOD WILL EVENTUALLY SPREAD INTO A UNIFORM BE PLANTED WITH A COMBINATION OF THE FOLLOWING APPROVED PROTECTIVE BUFFER FOR THE SLOPE FACE. MAINTAIN OR REESTABLISH A WHICH WILL BE MAINTAIN BY PROPOSED TERRACING AND VEGETATION.THE TERRACES WILL BE "*- <„, N ROOT COVERAGE. ROOTED PLANT MATERIALS OFFER CLIENT THE MOST IMMEDIATE SOLUTION TO CONSTRUGTED OF LUMBER AND CENTRED BY STAKES. THEY WILL PROVIDE TI STABLE SURFACE FOR PLANTINGS. VARIETIES OF PLANTINGS(SHRUBS,GRASSES AND �� o GREENBELT WHICH WILL PROVIDE A BUFFER BETWEEN THE SLOPE FADE DEVELOPING AN EROSION CONTROL AND SLOPE STABILIZATION PROGRAM THAT CAN SECURE A VEGETATION.INSTALL EROSION CONTROL BLANKETS TO PREVENT THE PLANTING SURFACE FROM GROUND COVERS) ESTABLISHED WITHIN THE SAME PLANTING AREA c R `�' I as AND ROADWAY AT THE TOP OF THE BLUFF. THIS 15 PARTICULARLY SLOPE. WASHING AWAY.BEACH GRASS AND ROSA R0005A PLANTED ON THE TERRACES DO THE MOST WORK IMPORTANT IN AREAS WHERE SLOPES ARE TO STEEP AND TOO HIGH FOR USE A ROOTED PLANT MATERIALS WHEN YOU NEED A FAST ACTION PROGRAM FOR SLOPE AREAS. THIS WILL INCREASE THE PROBABILITY OF SUCCESSFUL BLUFF 0 O o m TO HOLD THE BLUFF FADE.THEIR ROOTS HOLD THE 501E IN PLACE AND DRAW GROUNDWATER FROM THE ECONOMICALLY FEASIBLE STABILIZATION METHODS. THEREFORE, WHERE ALLOWS YOU TO AVOID THE CRITICAL GERMINATION PERIOD FOR SEEDING PROGRAMS OR ROOT B80FF,THEIR FOLIAGE SOFTENS THE IMPACT OF RAIN AND SLOWS WATER RUNOFF. STABILIZATION. z X DEVELOPMENT IFGR CUTTINGS. PLACE MATERIAL INTO P0511TON ON THE SLOPE DURING WE FALL A -' S ua POSSIBLE MAINTAIN A STRIP OF DENSE NATURAL VEGETATION ALONG THE 0 ¢ o k� PROPOSED 15' NON-TURF BUFFER FROM T.O. BLUFFOR SPRING. PRIOR TO PLACING MATERIAL IN HOLES MAKE SURE TO LOOSEN THE ROOT BALL OR IN PROPOSED GRASS AREA(MIX OF AMMOPHILA BREVILIGULATA) E Q BLUFF EDGE. THE ROOTS OF THE VEGETATION CAN STRENGTHEN THE THE CASE OF BARE ROOT PLANTS,MAKE SURE THE ROOTS ARE NOT BOUND OR BENT UPWARDS IN APPROVED PLANT I NCS: BEACH GRASS 2-3 COLUMNS PER PLANTING HOLE 12" O.G MAX. t" 4 z a o Q BLUFF'S RESISTANCE TO SLUMPING OR SLIDING. WHERE THE BLUFF'S EDGE THE HOLES. 5 CZ o' 15' NON-TURF BUFFER SHALL BE OUTFITTED WITH 15 CURRENTLY CLEARED OR BEAR, REV WITH PLANTS/TREES INDICATED IN BECAUSE THE IMMEDIATE SLOPE STABILIZATION EXPECTATIONS OF USING ROOTED MATERIALS ARE OFTEN AREAS THAT HAVE BEEN PROPOSED FOR RE-VEGETATION SHALL BE PLANTED WITH A COMBINATION OF THE WITH PANICUM VIRGATUM) SWITCH GRASS AT 2'-0" OL., 2 GAL. Q 2 N L PROPOSED 3'R) x I'H BERM INSTALLED ® BUFFERS CHART, TOO HIGH,PLANTINGS SHALL BE PLANTED IN GROUPINGS OR BUNCH PLANTINGS. THIS METHOD FOLLOWING APPROVED PLANTINGS. VARIETIES OF PLANTINGS(SHRUBS,GRASSES AND GROUND COVERS) CONTAINER). `n a 2 LANDWARD PERIMETER SEE SITE PLAN(DWG No.I) ALLOWS YOU TO PLACE PLANTS WHICH HAVE SLIGHTLY DIFFERENT ROOTING AND FOLIAGE ESTABLISHED WITHIN THE SAME PLANTING AREA WILL INCREASE THE PROBABILITY OF SUGGCJ.,I"UL BLUFF X w z 6-i z CHARACTERISTICS WHICH MAY STRENGTHEN THE OVERALL REINFORCEMENT PROGRAM BUNCH STABILIZATION. wz S ° S o FOR PROPOSED BERM RETURN(S) LOCATION AND PLANTING ALSO/CLOVE.THE PLANTS BEST SUITED FOR THE SLOPE ENVIRONMENT TO EVENTUALLY AND - i a EXISTING LENGTH, RE-VEGETATE BUFFER WITH NATIVE / DOMINATE THE PLANT COMMUNITY. FINALLY,IN GASES WHERE ONE SPECIES USED ID NOT HEALTHY PROPOSED GRASS AREA(MIX OF AMMOPHILA BREVILIGULATA/BEACH 6RA55 2-3 COLUMNS PER PLANTING PROPOSED NORTHERN BAYBERRY BUSH o 6 PERGOLA OVER BRICK / OF HAD BEEN RECENTLY STRESSED,THERE HAS BEEN A SAFETY FACTOR IN PLANNING BY HOLE 12'OL WITH PANIGUM VIRGATUM)SWITCH GRASS AT 2'-0"0.C.,2 GAL.CONTAINS (MYRICA PENSYLVANICA) TO BE PLANTED AT A MINIMUM 3 FOOT T cs -1 S VEGETATION(SEE PLANTING SCHEDULE) ,- A , , /� PLANTING NUMEROUS SPECIES. MULCH SHALL BE PROVIDED. C/� ON CENTER (SEE PLANTING DETAIL,SHI I) cz o 1- Q ° s Y S� I I AND PROPOSED NORTHERN BAYBERRY BUSH AND X :11 t p Y Q L 3' MIN. M / (MYRICA PENSYLVANIGA)TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER.(SEE PLANTING DETAIL,5HT I) 1 w - p rx EXISTING SOD/GRASS PLANTING TO Pj' M I I PROPOSED BEACH ROSE BUSH(ROSA RUGOSA) TO BE PLANTED o • o_ REMAIN (LANDWARD OF 15' NON-TURF -1 � I LE AT A MINIMUM 3 FOOT ON CENTER (SEE PLANTING DETAIL,5HT I) o PROPOSED BEACH ROSE BUSH(ROSA RUGOSA)TO BE PLANTED AT A MINIMUM 3 FOOT ON CENTER (SEE BUFFER) , t / PLANTING DETAIL,5HT U AND - � csi N I Lk _ 4 Pt (2---- rrr: �`�- - ANp PROPOSED BEACH PLUM BUSH (PRUNJS MARITIMA) TO BE PLANTED �, =-; - ; , . PROP05ED BEACH PLUM BUSH(PRUN15 MARIITMI)TO BE PLANIT D AT A MINIMUM 3 FORT ON GENIEF.(SEEAT A MINIMUM 3 FOOT ON CENTER (SEE PLANTING DETAIL,5HT I) - I NL- 66• . : r..: .4 4 . �� A All= EL. 66.0 1, 5--ztc.--'1 PLANTING DETAIL,5HT 0 O E o o g S -;,-.•. .: ,. ,zalf ,� rir wit - , -, � ::�� ..,,„4,,, '� / 2f1 NOTE: EL. 64.0' ' EL. 64.0z / . FP O / ALL PLANTED VEGETATION WILL x EXISTING TING WD NDING �i� 11 EXIS LA \ EXISTING TREES AND I- O UNDISTURBED TO BE REMOVED� ; , / REQUIRE MONITORING OVER 3 EL. 62.0 EARTH i;_.,: �� EL. 62.0 'S� SLOPE GROWING SEASONS. J � I / FACE NOTE INSTALL 3' WIDE x I' HIGH (MIN) BERM SEAWARD OF THE LIMITS THE '4 : 111 407*-4 t 40114-: I ' PROPOSED 15' NON-TURF BUFFER. PLANT' NATIVE VEGETATION WITHIN EL. 60.0' /MY- _ EL. 60.0 . _THE 15'-0" WIDE NON-TURF BUFFER. SEE PLANTING SCHEDULE,THIS DWG. ill - EL. 58.0' ,1 EL. 55.0' - :t, 44.0 Of�� , , , www.dignetnycli.com v4,i . ` tf. EXISTING BLUFF FACE Of NMR)Y011 CITY or EL. 56.0' EL. 56.0 &1,ONG I'S1,ANn www.ca11811.com (for other states) ��`' . / 1 / `\ III EL. 54.0' i.e �• EL. 54.0' \ PY01 \ et 800-272-44501 81 7 ,, 1,,,,,,, / TERRACING: EL. 52.0' /� v ........_11111111� EL. 52.0' - USE 2x2x4' LONG CCA TREATED STAKES W/2x6 • By law,excavators and contractors working in the For safety reasons, homeowners are strongly / ti GGA PLANKS SECURED TO STAKES. INSTALL �' Im five boroughs of New York City and Nassau and encouraged to call as well when planning any TERRACING PERPENDICULAR TO DOWNWARD ' their property.Homeowners50.0' O Suffolk Counties on Long Island must contact type of digging on prop rty m EL. � �� EL. 50.0' SLOPE. SECURE 2x6 PLANKS TO ADJACENT � IS) DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by V �'j 75-4/ PLANKS ALONG HORIZONTAL PLANE. • but no more than 10 working days(excluding calling 811,the national call before you dig • "�1 �' weekends and legal holidays)prior to beginning number. For excavation work completed on I ,,� N anymechanized digging orexcavation workto personal property,it is the contractor's EL. 48.0 / . '4'i4 C. AliEL. 48.0 r 99 9 - ensure underground lines are marked. responsibility--NOT the homeowner's-to contact I ��� EXISTING VEGETATION SHALL REMAIN .. CI m Excavators and contractors can also submit DigNet. Having utility lines marked prior to �v IN PLACE, DELIBERATE CARE SHALL O locate requests online,through ITIC.If you do not digging is free of charge. EL. 46.0' '� iry EL. 46.0' �.Nigr /' BE TAKEN NOT TO DISTURB ROOTW mcurrently use ITIC,please call 1-800 524 7603 `'Alb�' BASE OF EXISTING PLANTINGS. F�--1 I X for more information. ` p , �� Qi EL. 44.0' EL. 44.0 A.,., ',VE-I x z \ / r/ , PROPOSED TO BEACH GRASS WHERE AN M 2 Z o EL. 42.0' `�' j lir CONDITIONS ALLOW. PLANT 3'-0" ON EL. 42.0' h-�-� • < Li)co �''�'/ , i CENTER,SEE PLANTING SCHEDULE AND SLOPE FACE: Q w DETAIL,DRAWING NO.1 �--4 0.... L / VEGETATION SHALL BE ESTABLISHED ON PATCHY AND BARREN SLOPE FACES AND SHALL BE TERRACED TO REDUCE EROSION. EL. 40.0' , �,, EL. 40.0' VARIOUS SPECIES GAN BE PLANTED ON SLOPE FACES AND EXPECTED TO SUCCEED IN o cQl l,� aik EE THE RATHER SEVERE ENVIORMENT. ›-I = 0 THESE INCLUDE SEED MIXTURES OF GRASSES AND LEGUMES AND A RANGE OF SHRUBS AND MINOR TREES. LARGE TREES l) (N SHOULD NOT BE USED ON THE FACE OF SLOPES. EXISTING MAJOR TREES SHOULD BE CLOSELY MONITORED FOR SIGNS OF EL. 38.0' •f, EL. 38.0' UNDERCUTTING AND TOPPLING. SHOULD THESE TREES COLLAPSE BECAUSE OF UNDERMINING OF THE ROOT SYSTEM BY S) .,,� EROSION OR BY WIND THROW, LARGE VOLUMES OF EARTH CAN BE DISTURBED BY THE TREE ROOTS WHEN THEY PULL FROM EXISTING UNDISTURBED THE SLOPE. THE RESULTING LARGE,BARE AREAS ARE OPENED TO FURTHER EROSION, WHICH MAY ENDANGER ADJACENT 4•4 -1 EL. 36.0' EL. 36.0' LAND AND VEGETATION. IF EXISTING TREES BECOME UNSTABLE THEY SHOULD BE CUT BEFORE THEY FALL. ROOT SYSTEMS LLI GULLIES SHALL BE FILLED AND GRADED SHOULD BE LEFT INTACT TO BIND SOIL FOR A SHORT PERIOD OF TIME WHILE NEW LIVE, WELL-ROOTED VEGETATION I- VTO THE LEVEL OF ADJACENT BLUFF FACE. ESTABLISHES ITSELF. ESTABLISHING NEW VEGETATION PRIOR TO A TREE FALLING WOULD BE ADVANTAGEOUS. EL. 34.0' STABILIZE AND REINFORCE BY TERRACING EL. 34.0' AND PLANTING W/APPROPRIATE NATIVE ENGINEER: VEGETATION. EL. 32.0' ��,� EL. 32.0' SLOPE TOE: P��°F NE r0,� AN ARMOR STONE BASE AT THE TOE OF THE BLUFF PROTECTS THE BLUFF FACE o • l5 EL. 28.0 • BY COMPLETELY SEPARATING LAND FROM WATER THE STONE BASE _ is EL. 28.0' EL. 300' �� EL. 30.0' c� 9 PROPOSED BEACH GRASS TO BE TERRACING OTHER THAN AT `' ��� * } ' PROPOSED BEACH GRASS TO BE KEEPS THE EARTH AND SAND BEHIND THEM FROM GRUMBLING AND tf �,S� PLANTED AS INSTRUCTED IN PLANTING / PLANTED AS INSTRUCTED IN' SLUMPLING. THE STONE WALL I5 PRIMARILY USED TO RESIST WAVE T- z • 41 y}- SCHEDULE,SEE DWG I. EL. 28.0' TOE OF BLUFF SHALL BE : EL 28.0 - EL.26.0' \�//'�/ EL. 26.0' INSTALL PER TERRACINGi/ �, G_ • , SCHEDULE. SCC DRAWING No.l PLANTING SCHEDULE,SEE DWG 1. ACTION. TREES AND WOODY SHRUBS CAN BE USEFUL IN RESISTING 2 4,,, `> A r r7��� UPLAND LANDSLIDING AND TOLERATING THE DYNAMIC CHANGES IN THE s� g3 co 41,' 'SLOPE LANDWARD OF STONE WALL I USE: 2x10 GG T , � �' o COASTAL SHORE SYSTEM. VEGETATION AT THE SLOPE TOE CAN HELP oA ��P� EL. 26.0 PERPENDICULAR TO SLOPE EL 26.0 90FE`'S.,-•''- EL. 24.0 , (DISTURBED BY PROPOSED GONSTT?UGTION) EL 24.0' REDUCE MARINE EROSION TO MANAGEMENT LEVELS. 4�, :SHALL BE STABILIZED BY GRADING, Q3 SECURE WITH 2x2x4 Ig STAKES i� y JEFFRE ;FILER, P.E. �'� TERRACING, FILLING AND PLANTING W/ (6'O.G.) ! 1 w EL. 220' �, APPROPRIATE NATIVE VEGETATION. EL. 22.0' u_ � O X EL. 24.0' �V , EL. 24.0' Z C2 0 *44 I � as ..4 Y O O = ��� I m I ® EL. 20.0' EL. 22.0' A SLOPE LANDWARD OF STONE WALL (DISTURBED BY PROPOSED �u EL. 22.0' Xo 0 �' U- � m EL. 20.0 w O Ayr, CONSTRUCTION) SHALL BE STABILIZED BY GRADING, O I-- Ov,� I o ' ' TERRACING,FILLING AND PLANTING W/APPROPRIATE NATIVE In O W rj) EL. 18.0' '• , PROP STONE REVETMENT z O 1 EL. 18.0' EL. 20.0' .. VEGETATION. AREA TO BE PLANTED APPROX. 20' WIDE x = EL. 20.0' 0 Ij� LL_ ca • RETURN,3-5 TON ARMOR $ 1300 LONG. • CQ �, STONE (4'N - 4.75' STONE, I `n ua i �� >L I o o 0 < uJ 1 I TYPICAL) I d ~ EL. 16.0' EL. 18.0' :.,: '' I EL. 18.0'cn (v I}LI Q- Q EL. 16.0 O ,,• 721 0 CQI g o v_ Z 0 0 \ I EL. 16.0 y b., - .\•..1 I O ~ EL. 16.0' ('(� 0 ~ O LL EL. 14.0' TERRACING ` 6.0' APPROX.DIST TO EL. 14.0' _ TERRACING 6 TOE OF BLUFF , ..:ill:14.jf/ I ,� m LL® TOE OF BLUFF SHALL BE \ HIGH WATER MARK . T- TCY tl0 O.G. MIN,USE: 2x10 GGA `\ SHALL BE tI0 O.G. MIN CZ • •..• . EL;'� ljl SET PERPENDICULAR TO `� I I EL. 12.0' USE: 2x10 CCA SET EL. 14.0' �p -=" ;` :: .I I EL. 14.0' Z I O ~ 0_ o EL. 12.0 SLOPE SECURE WITH 2x2x4' IgPROP. TOE OF BLUFF PERPENDICULAR TO SLOPE i Iq.5 � tfI LLJ STAKES(6' O.C) ` ' ® RETURN = EL. 113' SECURE WITH 2x2x4' Ig ,:• , �� I APPROX. 015T TO HIGH HATER U_ O o } O STAKES(b' O.Ca ,�:. t: `..;.: ,/ r 1 z Z EL. 10.0' Alliln. \ EL. 10.0' EL. 12.0 •.. y • EL. 12.0 Z O - I..,....,„...,;.:;:.., ,...:, • '' :,.:: ;•': �:: C; PROP. TOE OF BLUFF = EL. 113' Q- 0 �L UJ XL i�• LL `l ,,ll V t 'V PROP - • . STONE REVETMENT EL. 10.0 i TM T I 11> `iii• 0 STONE REVETMENT EL. 8.0 A EL. 10.0 z PROP. - fY EL . 8.04Iiiiil!1 �" 35TON ARMOR STONE Q LLl Q LL O I :Z. ENCROACH ON z SH NOT A H ���`� ALL 1 1 1 t I 4Q 4 75 Q STONE TYP v LL 1111111 � EX. TOE OF FF ® RETURN E . 7.0 v�� � BLU L '`��` � OEXISTING BEACH � O- OE . 6.0' EL. 6.01 EL. 8.0 I I EL. 8.0' H C) LQ �jl Alta* - LLI w �; ,:;, PROP.STONE REVETMENT LL .. IPROVIDE FILTER FABRIC APPROX. SEASONAL HIGH WTR(SHR)) = EL. 5.0 :; ,� SHALL NOT ENCROACH ON Q O O k... •::.:•::..:::-:.:.•:.•.:•::::.:..::::.:•::..::.•-:..::.•.:.•::.:.•.:.•-::.•:.y......::.E......�'.::::.::::..::.: EL. 6.0 ► A EXISTING BEACH EX. TOE OF BLUFF = EL. 5 ' EL. 6.0' z IL Z CO LLI• EL. 4.0 AS SHOWN (ENCASE GOREIlii , • ►�,i � , O I••STONE ALL SIDES .• ztY EXISTING - EX. HIGH WM = I O EX. HIGH MR EL. 4.15 . PROVIDE FILTER FABRIC EL. 4.15 EL. 4.0 E . 40 O E . 20L L . EL. 2.0 f� �._ ���.�� UNDISTURBEDmoi• 401 AS SHOWN(ENCASE GORE i V '� SAND �• `,.:::::::::::::::::::.::::::::::. .....•••:.:•.':-.::::..';. , ...................:.....::.•::::::::.::•::::.•::::.•:.•.::•:::::.•:::•::::::::::•.:•::. �� / STONE ALL SIDES) EXISTING .11111;44/. _ 1 EL. 2.0' UNDISTURBED >n EL. D.O �� ��.� EX. LOW MR = EL. O.0 EL. 0.0 `: k SAND EL. 2.0' B.O. EXCAVATION = EL. ±0.0' .O .. 1 I \ PAGE : 0.0' .. • ." �'.Ik0.0' ' EL. ♦ +� �, B.O. EXCAVATION = EL. EX. LOW WTR EL. t0.0 EL. 0.0' SECTION 'B' SECTION 'A' PROP. 10-15 LB CORE STONE (4" TO 8" RIP 2 PROPOSED SHORE STABILIZATION STRUCTURE PROP. 10-15 LB CORE STONE (4" TO 8" RIP "� RAP) TO BE PLACED ON AND. AROUND RAP) TO BE PLACED ON AND AROUND PROPOSED SHORE STABILIZATION ST : I FILTER FABRIC TO PREVENT SCOURING (PROPOSED RETURN) FILTER FABRIC TO PREVENT SCOURING (REVETMENT PARELLEL TO SHORELINE) APPROX. 14.1 (tl) NOT TO SCALE NOT TO SCALE of 5 • tri. th k 0 N 3� COVER TO GRADE IF w CV DROP 'T' 15 USED ON INLET www.dignetnycli.com w_ x 13 ?c;i \ eof NSW YO:�CIS`( °r 0° o N z Q LOCKING CASE IRON COVER TO GRADE 0 &SONG I�.A�n (o othelsstates) 0 p ,h N FINISHED GRADE X z FINISHED GRADE 800-212-4480 511 v 4 s o X CHIMNEY LOCATE DROP T •• 20"MIN UNDER ACCESS N a g 1 a a o 20"MINI - OPENING FOR CONCRETE %v kl o DOVER \ �$ By law,excavators and contractors working in the For safe reasons,homeowners are strop I E 'd MAINTENANCE - + ` cv g y z five boroughs of New York City and Nassau and encouraged to call as well when planning any 3 w cz Z d ° . a _ .� I. . . . I- CONCRETE :i Suffolk Counties on Long Island must contact type of digging on their property.Homeowners z S z ry INLET T.f — _ To I CHIMNEY 20" DigNet, 1-800 272 4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by -� S N ` I but no more than 10 working days(excluding calling 811,the national call before you dig 0- MIN zr 6 IN 4 J �� O d OUTLET weekends and legal holidays)priorto beginning number. For excavation workcompleted on ~ ►Q $ M "� MIN 4'DIArc; c�anymechanizeddiggingorexcavation worktopersonal property,it is the contractorsw S'. ..7 APPROVED PIPE 1. ++ + °1' MIN4°PPI P PITCHOVB) ensure undergroundlines are marked. responsibility-NOT the homeowner's-to contact o Q 1.. I z I PIPE PITCH 37.°1 _ j\ I- Y PITCH Y4" / FT. •. _ I . APPROVED PIPE - �.P�I,-0. �/ Excavators and contractors can also submit DigNet. Having utility lines marked priorto zw P . CO i' PITCH Ye," / FT. Q \1\\\\\ locate requests online,through ITIC.If you do not digging is free of charge. f o — Iin ,i/ �� currently use ITIC,please call 1-800 524-7603 • Z?, • I • / U 1 U 10 11._ -1QL for more information. A q q @ , mu liT x' I, FLOW BAFFLE p. 11 U Q I _ N w I' �. U O Q 4 ii x 0 `i I 7 - N 1 CI �, o Boos a _ , o . . -- . —.. - --�. _ _. . .-`. v- ./�\% i I SLI } I 3' MIN. > 3' MIN. I j// ELEVATION COLLAR I- COLLAR /\ \ Lu / W ,��IMO r ,� 1 I N n B O® -M.-41 -f-8 4°-.111- I A 1 4 G 0 I 41AI IJ \\/* IL I 4 MI VC-I I /\/i� 1 T III 4I i\ / / I /\� I // INLET 1 g 1\ �"�\� _ INLET dJ 3' MIN TO \ I I 8'-O" I I \/• / �J ry JQ �_ m RECORDED - 1 \\ ` \\ �/ I GROUND Q _ I wATrK � z - COLLAR DEPTH 9 Q \II I I (BACKFILL TO BE CLEAN L J SAND AND GRAVEUD1----F4 11\ rr ll 6X12 - H2.9XW2.IW.W.M. - - - z- . m PLAN VIEW ELEVATION p is) SEPTIC TANK CONSTRUCTION CRITERIA: r.....; N 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: i- ABOVE THE TANK BOTTOM,UNLESS THE TANK 15 OTHERWISE DESIGNED IN ACCORDANCE WITH IONYGRR,APPENDIX-15-A. I.. FOR AREAS ON SAND AND GRAVEL,THE DESIGN OF THE LEACHING POOL SHALL BE BASED UPON A CI 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 15 GALLONS OF SEWAGE PER DAY PER SQUARE FOOT OF SIDEWALL AREA. _ f. CI TANK COVER. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) LEACHING 3. THERE SHALL BE ONE 20-INCH DIAMETER COVERED OPENING LOCATED OVER THE INLET AND A SECOND OPENING STRUCTURES,SOLID DOMES GOR SLABS. 'd- X PROVIDED OVER THE OUTLET. THE OUTLET OPENING SHALL BE EQUIPPED WITH A 20-INCH DIAMETER WATERTIGHT AND 3. LEACHING POOLS SHALL BEA MINIMUM OF 8' IN OUTSIDE DIAMETER. Q I INSECT-PROOF LOCKING GAST IRON COVER AT FINAL GRADE. 4. AGGE55 OPENINGS WITH A MINIMUM DIAMETER OF TWENTY (20) INCHES SHALL BE PROVIDED FOR EACH z L _ 4.WHEN A SEPTIC TANK 15 APPROVED TO BE INSTALLED IN A DRIVEWAY OR PARKING AREA,TRAFFIC BEARING TOP POOL. SHALL SE USED. 5. ALL COVERS,WHEN NOT REQUIRED TO BE BROUGHT TO GRADE,SHALL BE OF PRECAST REINFORCED cp° f 0 5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 LBS PER SQUARE INCH(PSI) AT 2E DAYS SET. CONCRETE (OR EQUAL). COVERS OVER 3' DIA. ARE NOT PERMITTED MM 6.WALL THICKNESS SHALL BE A MINIMUM OF THREE INCHES UNLE55 THE DESIGN HAS BEEN CERTIFIED BY A N.Y. 6. ALL CAST IRON COVERS SHALL BE SET AT FIN.GRADE,BE LOCKING,WATERTIGHT, INSECT-PROOF 4 h-� 0 Ic LICENSED PROFESSIONAL ENGINEER A5 COMPLYING WITH ALL APPROPRIATE REQUIREMENTS FOR THIN-WALL APPROVED FOR SEWAGE U5E. CONSTRUCTION. ALL HALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORGE OF 300 o LBS PER SQUARE FOOT(PSF). REINFORCEMENT MUST COMPLY WITH A.S.T.M. A-615,A-185 SPECIFICATIONS. �P IGAELPOOL 1. ALL JOINTS SHALL BE SEALED 505 THAT THE TANK 15 WATERTIGHT AND CERTIFIED A5 TO WATERTIGHTNESS AFTER TSANITARY ITRY L��GT-T I I`l� (LP) 0 INSPECTION. TANKS THAT ARE GAST IN IN PLACE MUST BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER AND, NOT TO SCALE AS A MINIMUM,HAVE THE FLOOR AND WALLS MONOLITHICALLY POURED. m b. AN ADDITIONAL 250 GALLONS OF CAPACITY AND SEVEN SQUARE FEET OF SURFACE AREA 15 REQUIRED WHEN A GARBAGE GRINDER CAN REASONABLY 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 Fr -+ •4 BE PROVIDED. - - E 9.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 EQUAL). COVERS OVER 3' DIA. ARE NOT PERMITTED o N6Tt�Fi�, II. ALL GAST IRON COVERS SHALL BE SET AT FIN. GRADE,BE LOCKING,WATERTIGHT, INSECT-PROOF 4 APPROVED '\''' 1, �UTO� FOR SEWAGE USE. * \ y.- 07, ,,, ,.,. .x411 w1 SEPTIC TANK - 1000 CALL. ,,' . - NOT TO SCALE ���OA „,,,,,,y5 p�P A• SS\ JEFFREY T. BUTLER, P.E. O0 0 In E--1LLF- CO O � z O 0 7 O O a 1- LL )- O < UJ Z O dam- ALU m Q } 0 0 WWO l o z 0 CNI O z � � 0 lY I dj '_ F ccaks)u' (Y 1 dr- = m > 0 z I z .< ,} O LL: z o .< � Lu � J o tY tL H z } ,n 0 N Q 1 < O Imo- U. 0 dJ Q v � LLI O = O W PO 0 o Q z iii R z � � 0 0 p v FRSE : . 3 _ __________. 0f 5 LONG ISLAND SOUND - S 85.1 8'39" E ,2q" E / S 89'26'16" E 103.75' X5'1 16 6.03' 33,80' B - ----- ON FEBR ARYN 14, 2GAP20.111 HIGH WATER MARK 112_ -- _ 4�- - - x-1417 �'_-.17.01111111111 --6 U) 14- _.-- _ -- - - - -- -- --- _ _-- -- - - -- --_;- .4 F- •1 1 -10 1p_ -- - -_--_-- ---_-____ -- ___ -- - -- - - = W 2: __ ____=___________________==_=1=_===______1 - ___ -_____ - _ =zo o 26- - - _ -- _ --- - - -- - -- - - - -- -- __ --- - _� cT!, • 34- _-- -__ -- --- -_- - ---_- �- -4 _- - -_-_- -- --j// \\�30 O� 0 36_ w 44- -7-_-- - - -_ __ - - - - - - -`_J - • - -_. __/ \\ O LLs -- - - -_- - - - -� ��T- \\�• \ - _ �� ASS �,, ,, -- i' �' i� - - - - lid - - --------:-... ...--'2"::::---59 `e ms=� \ _/ AP ---- -- --- -_ 155,21 _%_�i�62.7 „ - \�� -� :::::::7.--1-11--j://54.9 �+ \\ .-// 54.9 i / .� REMAINS OF 62.5 \ TOp • 59.9 ixr. y 6` _ _ -0 IIII / - OOD - WOOD LANDING I \ OF BL �� �C� 58,\ - - - - i __� // STEPS - TIE TW 67. s3,3xI B/y \\` \ '_ 7 7// --- ---- --- / 64.1 // e,°I 1118.11=M0== �_= N� Y$ \ 60. j/iOF / 3 ■�� �=�� RICK I �• ;641 ' To / m .. ■mI r,x sTEP woo \ 000 \N���9' N. y6 - /// / / 67.9 A :'...II r ��' 66.51 TIE WAILS I g3SgTORAGE BI 59.7 \xCOq$Tgl ERB2--\ - -j . 3z / /// CONC. 2O' c:���p�ER BR K/\���//gissilal�9.8 67.2 B.6'. imoim -SIALX0.1 \\ \�y�OS/ON N� ,--_ // / PATIO o :„ =IAS. 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HOUSE \ •x \ x • 55 83 AS SCgLfO // ss.j/ 6 BR CRy 11ENr g 0 •I N 2-1/2 STORY BRIO 9.5' r ~ -_,,,ATE \ 5w SNE R FRO,y / (//EO /� PIPE ..I_ > c, 19.4' m \ \ /0 / �'' 12.2 I��G w-, 68.Z \ \ C• OF 49 /f r3 N ■��� ►��� \ LOC / F ��� 0.2' as 33 �� / tri \ \ �; O C1 '^ / Immmi pJp F.FL. 24�io 12.8' I x 65.4 \ CV`r %0 6 ., / �0 • 67'4_ <�OD FENC. _.•,..;.:�.,.i��r,'8.1� r•• '8.2' \ C. f7 LA zCom"' / 10i� �� TE 3.4' 6 \\ \\ �I \ �a i WOOD TIE WALL GA ��I1 i 4� / i /�0� BRICK 5TOO5 ��� ONC. ,,,��, - _- -- _ TtE.W \ r'Z` ,a�',�, 66 i rx STEP ISI WALL I, ___ _.. \ , p .„y i i CONC. ��• Wm- 4'000 X00 A \ v.' d `� i, WAu- SW� _10AP 0 AF w 4ijr W,q� 68.4 x\ \ o% '1] til OW POST ,�, 1 \ \ vTn O 1-4 lel I A OM ,\ f 65.9+ \\� \us V)PI `� X1111 p • C71 \ \ rn 03 :V cr %-a CI .1 • f .\ w .\ °• • a:• ' ASPHALT OR!VEtiyA. p05T $ '1NJ Cor ♦ • ° '• . . 1 d.• \f GUY W .f6O •.; ,••• . e '': • ?.5\$ WIRE�/ U>1 i • '' 'e y .a• N • ,• \1 ?DIE C1RIC Ett • •' •'• ,• ,;•• I 1.. \ GARAGE METFR •;• .� 1 •:.d • 2.1'W. GAS 4;::::t. . E •. :d;.. 1 , 25.4 • v M • •° ORI N Tn`� 4 ii 1 d. • � v: GABA 1 . " • A 1 ' 25 4' In 0 i 1 .. . : 1 ..a 1PRON c 1• • ' • 1 ; .• N ,. ': • LA •. 1 . Lil w • •e, 1 • . 444' LA 1 d • •• i • • ' • .01 v ' • 55 rn FoUHDCDN a• 1 4 1 .0 8' a MON. 1 • • • • S 82.34'3°', L•34'30" W HEDGE ROW U Z SURVEY OF PROPERTY • LP W . ' • SITUATE SOUTHOLD In Z fm •'« n TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK - 1 S.C. TAX No. 1000-51 -01 -2. 1 \ SCALE 1 "=30' I. i f- FEBRUARY 14, 2011 � it1.. o • i1 tmin crIn S. % z ce AREA = 1 13, Q. 206 s ft. , x i ° . N TO TIE LINE) 2.599 ac. � 1 1 V. m 1 • • j • N i. AUG 3 1 2015 NOTES: J r A 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 1 N - -- 4 - EXISTING ELEVATIONS ARE SHOWN THUS: ' EXISTING CONTOUR LINES ARE SHOWN THUS: -- -- --5- -- -- F.FL. - FIRST FLOOR ' • G.FL. - GARAGE FLOOR • 1 0 TB - TOP OF BULKHEAD BB - BOTTOM OF BULKHEAD ' ? W�• CE PREPARED IN ACCORDANCE WITH THE MINIMUM 7W - TOP OF WALL . •• • I o MET$"T STANDARDS FOR TITLE SURVEYS AS ESTABLISHED .i BY THE L,I.A.L.S. AND APPROVED AND ADOPTED BW - BOTTOM OF WALL •• • FOR SUCH USE BY,4THE NEW YORK-STATE LAND • •• 1 • m �'� TITLE ASSOCIATION.' 0,`;t.* ° ' / F"µh 1 J �F�' �® o Os ' o L (A..Z' .,,,, .., LP . • •.• ‘! • EDG �� .r.• 11 \ w 0' .•• �. S`� E OG ii\ /' N ONO. : •. v4t. V7 !{-fir coo) 0.3'W. " d •^.. ;d . .. .•• :.. :. •i f '... • ''\,. N.Y.S. Lic. No. 50467 5 3 2 . • °,• .:RI1 '( •• •e �� v UNAUTHORIZED ALTERATION OR ADDON • d ••• a . • ••.,: •y. Nathan Taft Corwin III TO THIS SURVEY ISA VIOLATION OF •. °.• VR Ps-N1.- -- '1SECTION 7209 OF THE NEW YORK STATE •: �� EDUCATION LAW. e . •.• "• '. 9 • .. Land Surveyor • • '•. COPIES OF THIS SURVEY MAP NOT BEARING • .•: THE LAND SURVEYOR'S INKED SEAL OR ''• EMBOSSED SEAL SHALL NOT BE CONSIDERED 0 TO BE A VAUD TRUE COPY. Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE LE GOVERNMENTAL AGENCY Title Surveys - Subdivisions - Site Plans - Construction Layout LE DING INSTITUTION LISTED HEREON, ANDAND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY. NOT SHOWN ARE NOT GUARANTEED. 31-089