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Home My WebLink About1000-70.-4-18 OFFICE LOCATION: S 0 ® MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) cea Southold, NY 11971 �� Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 13, 2022 Re: LWRP Coastal Consistency Review for EVAN GEOFFROY SCTM# 1000-70-4-18 En-Consultants on behalf of EVAN GEOFFROY requests a Wetland Permit to remove and replace approximately 165 linear feet of existing tiered wood retaining walls with a three-tiered retaining wall system, consisting of an approximately 102 linear foot long base level retaining wall, an approximately 112 linear foot long mid-level retaining wall, and an approximately 54 linear foot long base top-level retaining wall, each to a max. height of 2.3 feet; remove 8", 12", and 18" oak trees on west side of dwelling for removal and replacement of retaining walls; establish proposed grades between/landward of new retaining walls with approximately 12 cubic yards of clean sand/loam fill to be trucked in from an approved upland source and planted with native vegetation; plant six (6) trees landward of top-level retaining wall; remove and replace in-kind/in-place existing 3'x33' stone paver walkway, 4.3'x7.5' stoop/steps, and 4'x4' outdoor shower; install stormwater drywell for outdoor shower and roof runoff; and widen existing pervious gravel driveway by approximately 205sq.ft. Located: 2505 Wells Avenue, Southold. SCTM# 1000-70-4-18 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is CONSISTENT with LWRP Policies and with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this-recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1 • All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si nim beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION E SCTM# 70 - 4 - 18 SEP S 2022 PROJECT NAME Evan Geoffroy Southol Town anning oar The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: VN Nature and extent of action: Remove and replace approximately 165 linear feet of existing tiered wood retaining walls with a three-tiered retaining wall system, consisting of an approximately 102 if base level retaining wall,an approximately 1121f mid-level retaining wall,and an approximately 541f base top-level retaining wall,each with a max.height of 2.3 feet;remove 8", 12",and 18" oak trees on west side of house for removal and replacement of retaining walls;establish proposed grades between/landward of new retaining walls with approximately 12 cy of clean sand/loam fill to be trucked in from an approved upland source and planted with native vegetation;plant 6 trees landward of top-level retaining wall;remove and replace(in-kind/in-place)existing 3'x 33'stone paver walkway,4.3'x 7.5'stoop/steps,and 4'x 4' outdoor shower;install stormwater drywell for outdoor shower and roof runoff;and widen existing pervious gravel driveway by approximately 205 square feet, all as depicted on the proposed site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated June 23,2022. Location of action: 2505 Wells Avenue, Southold Site acreage: 27,787 sf Present land use: Residential, single family dwelling. Present zoning classification:R-40 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: Evan Geoffroy (b) Mailing address: 1 Arden Street,#314 New York,NY 10040 (c) Telephone number: Area Code 646-872-8703 (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? NYSDEC C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. [—]Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III- Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. 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 ® Yes ❑ No ❑ Not Applicable The slope between the existing dwelling and the adjacent Jockey Creek tidal wetlands is currently stabilized and protected from erosion by two tiers of retaining walls,but these walls are deteriorating and in need of replacement. Consistent with Policy 4,the project seeks to combine replacement of the existing walls with vegetaive restoration to maintain the stabilized slope and protect the existing dwelling from potential erosion damage. 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 1:1No ® Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable r 10 The slope between the existing dwelling and the adjacent Jockey Creek tidal wetlands is currently stabilized and protected from erosion by two tiers of retaining walls that are in need of replacement,and the project seeks to replace them with three new retaining walls that will maintain the stabilized slope and protect the dwelling from potential erosion damage. To mitigate potential project impacts,the portions of the slope disturbed by removal of the existing walls and the backfilled areas landward of the new retaining walls will be planted with native vegetation;6 new trees will be planted;a 5-foot wide area landward of the mid-level retaining wall(between the dwelling and tidal wetlands)will be maintained as a non-turf buffer;and a stormwater drainage system is proposed to capture and recharge roof runoff from the existing dwelling and the existing outdoor shower to be removed and replaced. Thus,consistent with Policy 6,the project will protect the quality and function of the surrounding tidal wetland ecosystem while avoiding causing any significant adverse impacts thereto. 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 FIN o® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES rY Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable 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 ® Not Applicable PREPARED BY TITLECoastai Management specialist DATEAugust 3,2022 Robert E. e Amended on 811105 EVAN GEOFFROY,2505 WELLS AVENUE.SOUTHOLD ., . �� 1► a _ .r , .ti r .. ,� �. � ■ w � iG Figure 1. Looking northwest at northeast corner of dwelling and location of eastern,end of proposed base-level and mid-level retaining walls. � ��.•.. 0..r Ate. MMW i sit: � Figure 2. Looking south at north side of dwelling and locations of existing retaining walls to be removed and replaced with new base-level and mid-level retaining walls;and at stoop/steps and outdoor shower to be replaced. ��i r !•. �y�!'r '�3�{� i,c�; � f tee. i ti F J 'f w ' 9 Vic.= ., ��''�, � '��``�• iw 0717 1 !{ l/j�•i��/]r�i'Ilk ,..•� V r}• \ .'toAp 17 l S.C.T.M. NO. DISTRICT: 1000 SECTION: 70 BLOCK: 4 LOT(S): 18 \ C E 22 E �1�e E2 \ . $'0 r�y�, 2'►S �4 AUG - 5 2022 TIDAL WETLAND BOUNDARY AS DELINEATED BY EN–CONSULTANTS NOV. 1, 2022 11 10 f 2 l� �o Southold Town NOyp1929 Board of Trustees MhBy MARK 9�0��a 126 --4 LAND N/F OF s 3%'J4 \ \ c ALLISON NATHEL PIPE 0. \ \ \ ti p0° 810IX -12 ` GpS�P� 14 12 10 �'. TIDAL WETLAND BOUNDARY 14— DELINEATED BY t.o's 14 uc :::::•� o':: a g �.` EN–CONSUTLANTS NOV. 01. 2021 '18� � / QP .•.O/y•25'�'•''•"•:•.''. wA<ICOL? � � \ PAVER C \ oI PAHOUP \ M N. \ 0013 0GRAVEL DRNEWAY / I STK F PIP \ \ \ \ y 000, 1 LAND N/F OF Ly I RALPH VMNETrO t�, 2 U.P. 6e5a,0o„ REVISED 07-29-22 los S 7HE WATER SUPPLY, NELL.% DRYWELLS AND CESSPOOL •( V 00, LOCA71ONS SHOWN ARE FROM RELD OBSERVA77ONS FEMA MAP#36103CO 166H AND OR DATA OBTAINED FROM OTHERS MON. > ? WN DA7UM: NAVD88 ss, I AREA:27,787 S.F. or 0.64 ACRES ELEVA f UNAWHORMED AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF ME NEW YORK STATE EDUCA77ON LAW. COPIES"OF 7HIS SURVEY j MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARAN7EES INDICATED HEREON SHALL RUN 7 ONLY 70 THE PERSON FOR WHOM THE SURVEY 1S PREPARED AND ON HIS BEHALF TO 7HE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7I7U77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS777U770N, GUARANTEES ARE NOT 7RANSFERABLE. 7HE OFFSE7S OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES 70 7HE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT INTENDED 70 MONUMENT 7H£PROPERTY LINES OR TO GUIDE 7HE E1?EC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMEN7S EASEMENTS AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT,GUARANXE0.UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY OAKLAWN AVENUE SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: EVEN GEOFFREY- MAP OF: FIDELITY NATIONAL TITLE INSURANCE COMPANY; FILED: BNY MELLON; i I sTUATED AT* SOUTHOLD Tom On SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUB LAND SURVEYING, PLLC Professional Land Surveying and Design ofd P.O. 5 - �O (Y31 FILE i" 221-63 SCALE:1"=30' DATE:APRIL 28, 2021 N.Y.S USC N0. 050882 PHONE (632881688 PAX 898 1888 I I To BE REMOVED, / ZONE * ` Al HETI INS OF DILAPIDA D TIMBER RET.QI L PIQA PS 7"AR DELINEATED BY EN-CON5UTLANTS z'0 NOV.01 2021 SITUATE AT: LD,N.Y. ^- _ • .•r''` '�= ,- Y ''-� 0 0 2505 WELLS ,NVENUE,SOUTH0 s 'Il��pl MTOWN OF SOUTHOLD it ✓■ �: �•` 4— SUFFOLK GOWTY,NEW YORK 12 OAt e �1 � \ JOCKEY SGTM No.. 1000-70-04-18 -i. '- A ,• , ' fi . ', ` SITE DATA: EXISTING: PROPOSED: -t' =PIPE — TH 123ZONE X ._ CREEK t R \ — Ia oAr ��r. BN lo^ AREA OF 51T=: 21,78-f SQ.FT. N.G. TH 13.1 � \• (0.64 ac) TH 15 2 O BU{III \* .T \ !, a, .,` x. - », •4., `r, k,. IO�g■O Tb1131 SH 13.1 \"CiA �\ _ r 1. s: .•.` H11.0. _-- rt �� -- TW 15.6 'BN 13.2 �. TMPORTED FILL RE UTRED: CONTOUR TO BE 1 WNTRAGTOR TO AOUIRE.,. p�npPRN 12'OAK..• TW 16.9. �.t—�— / 18'DAk' Bw 16.0 I k y,N'.�� ' ''�REDIRECTED �\ \ L 12 GUYDS.OF GLEAN RATEABLE FILL(5D OR SP PER A5TM)FROM AN B'OA I r_ APPROVED UPLAND SOURCE FOR THE PURPOSES OF OBTAINING GRADE {` REMOVE Sk F \ \ ELEVATION51_ANDWARD OF PROPOSED RETAINING WALLS. j �/ 8',12'E IS 10 •\ ,.-\ / / ` r ," lK //� ,14' (j OW w' REMOVE APPROX.32LF. ` NOTES: / • 1C OF EXI5TIN6 FENCING EXISTING I. GONTRAGTOR RE.5PON515LE FOR NOTIFY D16NET PRIOR TO ANY I I/2 STY FR ' \ EXLA\ATION. T w ` \ 2. SEE DWG Not FOR STORM DRAINAGE STRUCTURE/66WONEN t" '~ ■ 14°OAK DWELLING \\ DETAILS AND REQUIREMENTS. 1 m TO REMAIN,NO WORK y ' r 4 \ �', 3. SEE 5EG?ION'A' AND PLANTING 5GHEDULE ON DW6 No.2 FOR PLANT O FFL-.EL.W.O',65Mf FL Ill' PICKS/,NJ PLANTING REQUIREMENTS FOR DISTURBED AREA - e ; AREA:444 5F. 2 W dJ _(J��l Ol i \°, OG'F: / E.XIST. ��. C. ELL 4p 2 d t iA'vEl_ Ex.PAVED. � 1 y�O t h ' ASDDELINEATEDAL �BY BOUNDARY NSUTLANTS � Cn FPI PATIO 16 pJ?�_ !1. = o ARCA f / ` r�cIli. ZONE �� ON NOV.01,2021 �' a AE (EL 6) ��` >`' PROPOSED EROSION CONTROL MEASURE l X l / I 1 �o .;,. � X < I s, INSTALL SILT FENCE BARRIER A5 SHOWN, LL / ZONE X �� 4' MAINTAIN UNTIL GONSTRXTION 15 COMPLETE X Z _ LO ? SEE DETAIL,DWG No.2 O O I h'000�) t,L Q Lr) 9 012 MRH MARI - PROPO5EO --4— - �. Q = SEGMENTED BLOCK RETAINING WALL _ ---r,- Y. ~— ��` JOCKEY cL PARTIAL SITE PLAN - DEMOLITION USE: VERSA-LOK RETAINING WALL SYSTEMS �, ', ',^ $,, PROP• RET. WALL O PROPOSED 5Y5TEM 15 3 TIER HI 5TAG6ERED HAUS v' _ �` 'MID LEVEL, tll2 LIN F7 CREEK TIER I: BASE LEVEL, B.O.H.® EL 10.0',T.O.H,0 EL. 12.3' �� F?- � � A � � PROP. RET. WALL, � O _: - - - TIER 2: MID LEVEL,B.OL1 a EL. 12.0',T.O.K.a EL.143' i "rA*_ 2 �,; ;�. BASE LEVEL,1102 LIN FT m 20F 104 O 20 40 60 80 TIER 3: TOP LEVE-,B.O.W.a EL.16.0',TALL a EL.Ib.3' PE , 8"or-,1, s ` 10 �r N a, . \ GRAPHIC SCALE I" =20'-0' lO `' s �• T, " \ STORM WATER DRAINAGE SYSTEM: ` ' .r i • b'5OR35 ROOF RUNOFF DRAINAGE PIPE AND 1 • x k x k �, x k ,� :,,,.� ,,\� F•r•-i LU SOR35 5HOHER DRAIN PIPE 1 x X '; • PITCH TOWARD 5TORM DRAIN 6 A'/LlKf=T. �F-' �• / _�� , � k •••' � �� . \ �.�GPtv�"' w (TYPICAL 2 LINES) `� FX k , POSED DRAINAGE LINES SHALL BE I4 0. \' �' / l 5/0 • PRO -I Ex. �,s{ 10 ``. \- SITE PLAN BASED ON OR161NAL SURVEY BY: STACKED IN COMMON TRENCH W y �y� KENNETH M. AGED N LAND SURVEYOR,PLLG ROOF DRAINAGE AND SHOWER DRAINA6E 'S,L s k j . LAYJN I h \ ' \` s k �y / � ETiG C.ONVEYANGE ARE TO BE RUN IN 5EPARATE � LFy fd PROFFES5IONAL LAND 5URVEYING AND DESIGN PIPES INTO PROP05Et7 STORM DRAIN , PROP' xi NE P.O.BOX 153 AOUEB06UE,N.Y.11431 RUN DRAINAGE LINES IN A MANOR WITCH 15 - so - �� EXISTING to \' �i \ \ �� (b31) 24b-156b LEAST D15RUPTIVE TO EXI5TIN6 TREE ROOTS 5D Z• � � ` ` �' 'r DATE: 04-28-2021 - I— �.� w' I I/2 STY FR 13 o rS \ CO �� l PROPOSED STORM DRAINAGES SY�EM \ DWELLING �1 l � ,£ )�� H TO REMAIN,NO WORK 1? ` � (I) 10' x5'E.D.STORM HTR I EAGHIN6 POOL W/ �Ib— /1 �� W LAM v T�5 \ �.4r� END �7 �. -F.Fi-.��9D;B -FNN' —� - � — L 1D GOV82 CANNEGT�+S 51IOVW � AREA:444 5F. _ M LAND tliF CF CALCULATION,THIS DW-7— SEEX13 + ��v�� t5 ? 'N� 1 \: 4 PROPOSED 00,00" ��. 9. P EX,P.� u. CEL ,: e �Q Q STORM WATER LEACHING POOL AL1150N NArHEL PROPOSED 5 B RET WALL WITH SOLID GOVBR BELOW GRADE �:� LAR \ �_i TIER 3: TOP LEVEL, \y� 1 � rr �� PROPOSED . 6LAWN Ex.PAVED ` , \` ROFE O BOLL a E- P-15', „y, TALL a E-. Ib.3'154 LIN FT TREES/LANDS:,IJ'E. • PATIO W 1 ' 14 1 Will O o STORM DRAIN — sv— \ _ UP %y' PLANTIt `LAiw T.BUTLER,P E 1d I, ./ 1 I STK S " STORM WATER FLOW ARROW 1 REMOVE AND REPLACEMENT OF: 1 ��s: 12 a M NE EXI5TIN6 CONTOUR i �` PROPOSED E^IS"iir6 EX.STONE/PAVER WALKWAY I ( ZO = - 6--- 000 P GRAVEL�APf INS .� ' EX CONTOUR TO BE PERVIOUS 6RAVEL t3H x t33 L6, t4`i SQFT. ` :" (� REHORKED "'6- °0 DRIVEWAY WIDENING AUC'r1AFcu ERIraC AE EL 6 O n . .. E 4.:25Wx fi�L6,02 SOFT. 1� l � ZONE X � � ) � v PROPOSED CONTOUR �� n `�• ADDITIONAL AREA 1205 505T.-/ EX.EXTERIOR 5FIOV ER \ I��• -l Q IJ q0a t4!H x t4VP, iib 5Q,FT. 1 ` x ^ LL iY EXI5TIN6 SPOT ELEVATION r 0 / •• AS NEEDED TO ALLOW FOR PROPOSED `• S> E" PROP05ED SPOT ELEVATION x6.0 \ GONSTIRUGTION \ (] 7 Z PIPE � •, ,, UPON COMPLETION OF PRC'<'OSED , � RETAINING WALLS,REIN5TALL/REBUILD �� t IU 0 �t OO (] HALK5 AND 5TRIJCTURE5 IN PLACE,IN KIND `; _ 1' z z O Lu EROSION CONTROL LEGEND: �' ` .S ZpO � 0 SILT FENCE BARRIER +{ t ,O ,i 1 Southold Tottim W LU o Q CL LAIC'N/F C"E aid of Trustees ~ W � OO Q' SEPARATION DISTANCE REQUIREMENTS \ �Qrr 13 RALPH v'✓1tIETTi- STORM D R A I N A G w LU O D FOR 5TORMWATER LEA6HIN6 STRUCTURES \ 'V w w l 20 VOLUME = AREA x RAINFALL x GDEFFIGIENT 4 RAINFALL = 4.0" = 0.33' } •• AND PIPING (RF5IDENTIAL): \ �, , / - a ul LL 0) Z HORIZONTAL SEPARATION DISTANCES FOR STORM Fac. GOEFFIGIENT OF ROOF/IMPERVIOUS/STONE AREA = ID W IL Jl �L CV oRaJnIA6F II FAr�N6 POOLS: �l o�-A COEFFICIENT OF LAND AREA -0 20 W z LU LU j_: O O O PROPERTY LINE =5'MINIMUM �'� �Lr,\ C� / �' EUILDIN65 HTH CELLAR= 10'14NRH b;T I KOPOSED AREA OF DTSTURBANCF.: f'-i W 1�L- O B1ILDINCf ON SLAB=5'MINIMUM \ U P. 4i6 SOFT.(0.1055 ac) TRIBUTARY AREA: AREA: 265 S.F. o cn N \ (l WATER SERVICE LINE�LATERALSMAINS= 10'MIN �� v �. � DWEL11N6 ROOF AREA: 944 SOFT. W � � � UNDERGROUND UTILITIES=5'MINIMUM \\ EXISTING 5TONE/PAVE2 WALKWAY, SANITARY SEPTIC TANK=20'MINIMUM ,� � " O WOOD STOOP/STEPS AND EXTERIOR SHOD: 144 SOFT. ILD O O / Not �;,�I . www.dignetnycli.com PROP05E?3 TIER RETAINING HALL FOOTPRINT, 322 5FT. ).._ SANITARY LE ACHIN3 = 20'MINIMJM j ( ° O ,f f!E'r4 ( I f\ r( ,t f IU 1"A I I— 0 PUMP STATION = 20'MNIMUM �s V� or TOTAL IMPERVIOUS AREA: 1,410 SOFT. 7— POOL uj v r , O www.can811.com GALGJLAT70N: MANHOLE=20'MINIMUM \' •O 0 8�0 �1 L-q�8� 81 I (for other states) 1,2146F.x O.Ibl x L0 = 236 SOFT. Q O Q PRIVATE DELLS=50'MINIMUM RETAINING WAL-L5 = 10 MINAM FIJI STORAGE TANKS(BELOW GROUND) =20'MIN. �`�' For safe reasons,homeowners are strongly GONTRIBUTIN6 LAND AREA: 1)51 T. By law,excavators and contractors working in the safety SITE PLAN PROPOSED flue boroughs of New York City and Nassau and encouraged to call it well when planning any type CALCULATION!515F.X0,16 HORZONTAL 55PARATION P15TANGE5 FOR STORM Suffolk Counties on Long Island must contact of digging re their property.Homeowners can 1151 5 F X 0 Ibl X 0.20 = 34 GU.FT. P a OE DRAINA6E NOK-LEM-RNE 51111il URES: OAKLAWN DigNet,1-80e than 10 or working at least lu hours contact us directly a 1-efore y2-4480 or by calling PAOE : REPLACEMENT but no more than 10 working days(excluding 811,the national call before you dig number.For n.RUNOFF VOLUME REQUIRED = 275 GIFT. WATER SERVICE LINE5/IATEf2AL5/MAIN5=Y MIN RETAINING WALL REPLAC AVENUE weekends and legal holidays)prior to beginning any excavation work completed on personal property, UNDERGROUND UTILITIES=5'MINIMUM mechanized digging or excavation work to ensure it is the contractor's responsibility—NOT the underground lines are marked.Excavators and homeowner's—to contact DigNet.Having utility ` _ VERTIG I SEPARATTON DISTANCES FOR STORM contractors can also submit locate requests online, lines marked prior to digging is free of charge. p) 10'0 x 5'L.D.STORM WR LEA6HIN6 POOL(50LID DOVER) DRAINA6E LJNE5: �^ _ ase call 1-800-524-7603 for more information. through ITIC If you do not currently use ITIC, _ WATER SERVICE LINES=18"MINIMUM please TOTAL RUNOFF VOLUME PROVIDED 342 GU FT I SANITARY WASTE LINES =18'MINIMUM 20� to � O 20 r,• 40 60 _y bo (CONNECT AS SHOWN) 6RA,PHIG SCALE I" = 20'-0" r THESE DRANING5 AND AGGOMPANYING 5PE6IFIGATION5, A5 INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARGHITEGT AND THEIR U5E AND PUBLICATION SHALL BE RE5TRIGTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, Q I 2 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARGHITEGT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITEGT VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMq FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. PROPOS®PLRdED PIN HOLES AND SLOTS FOR 3/4" PIN HOLE5 FOR • ALL DISTURBED AREAS LANDWARD OF CONTOUR 10 AND SEAWARD OF NON TURF SETBACK WALL GONSTRIIGTION VERTICAL WALLS BUFFHR SHALL BE PLANTED WITH NATIVE GRASSES,SEE PLANTING SU EDUCE • ALL D15TURBED AREAS LANDWARD OF NDN-TURF BUFFER SHALL BE FINAL 6RADED WITH TOP 501L AND HYDR05EED. LAWN MU5T BE E5TABL15HED PRIOR 14' SPLITTIN6 GROOVE TO THE REMOVAL OF SILT FENCE AND ALL ER05ION CONTROL_MEASURES FOR HALF UNIT 5:0'NON-TURF BUFFER � ) LANDWARD OF MID TIER o 0 501L SP OR 5W PER T.I°ANGLE —+ FINISHED SPLITTING GROOVE FOR ASTM STANDARDS (TYP 3 TIERS) ,f '' � FREESTANDING WALLS 12'W FOOTPRINT I' -RADE 0 �, i , (L40RSEGASF� TU.W 143'---- a"" 14 '' 1I� ll� 01, �� + Ib' STRAIGHT PINNING 5LOT5 FOR NOTE: ———— '',- !� �\�I1�%i �y 111��( 11 :�1�1 .�tiT�ti�is�s.�r� a GAP UNIT ADHERES TO TOP UNIT W/ � ,n MID TIER %��l,!_III- !Ili l l l l "l l l ! ll l 5PLIT FAGE FREESTANDING HALLS VERSA-LOK CONCRETE ADHESIVE -1 ��i� q3 �. FINISHED i��i -III— REINFOF�GED SOIL /\ II II (TYPICAL OF 3 TIERS) Ir ! GRADE'S ��I1111=1I = III l CpF(PAGTED 45%OF ".. I II ' t,;!. ,, " '; 4 ")q ,`i` r MAXIMUM STANDARD � 5EPARATION D15TANGE REQ'MT5 T.O.H. 12.3' �`! N I,N ..I,: I$.b'r, L-�L=1 111�I- �n � ! lI_I �I-I-III - PROCTOR DENSITY 12" FOR RETAINING WALLS• > -IIIIII-III=1�1_I�I_ v, BASE TIER t,��i =II�I'i�l II_,��y��y�� i'��i �i iLlis VERSA-LOK UNIT MINIMUM HORIZONTAL SEPARATION D15TANGE5: FINISHED �illl Ifl=b11-II_ 5f ,%�� ibi�,�i\,,1=III UNIT DIMENSIONS ✓�I' l'I,' �� 1 DEy i��i,=i1�Il -I=Il I�rtl \�\�%��%��T, j 5P OR SW ;r l 1= A. STORM DRAINS = 10 O II=LI_�I =1 =1 .�i,�!�i�i ,�,�,�,�r SCALE: NONE B. GATGH BA51NS, NON-LEACHING = 5'-0" p:�q11�)' Ib.O III=III_IiI_II1=1I ! `= i ��i��%II�I' r l �. G. SANITARY STRUCTURES WATERPROOFED) = v 1G 11 Vl! IV'i ITI,'Jill1�,�' r 1111,i� I ''r .1 "'1! !I ,l''�iyl+J t, /t r I!�I 'I°, li l ,;� ill III-III LII I '�� % %��ij�1 1T r rr `III--III- 10-Q �+a ;<��<�1��1� 1- 111--1 „, I _I II1I-I--1I i-111- II I I VERSA GRID SRW5 - 12,75 LB/FT PLANTING SCHEDULE 5EGMENTED WAIL I FVEL INr P NO AND IIRFMFNTS w O ii�•I I1=111 PROPOSED 6RR55 AREA(NIX OF ANMOPHILA BREVILI6lA ATA)BEACH THE LEVELING PAD SHALL CONSIST OF WELL GRADED NB'I YORK STATE DOT APPROVED 6EOGRID REINFORCEMENT TYP 2 LAYERS 6 5'L6(THI5 TIER) 6RA%2-3 GULM5 PER PLANTING HOLE 12'O.G MAX. HITH PANICUM (5TATE BLEND) RECYCLED CONCRETE AGGREGATE(RGA).RGA SHALL NOT EXCEED MORE -J(MIW - (_-III-11, ,,_y VIR6ATUNU SWITCH GRA55 AT 2'-0'O.G.,2 GAL GONTAINEW. THAN SAS ERRONEIJOS MATERIAL Sl1GH A5 BRICK,CERAMICS,METALS,HOOD,GYPSUM,OR 1YFtF7-TFFII J: - i�- 1 -1=LI I=III=111 III=