Loading...
HomeMy WebLinkAbout1000-3.-1-9.1 OFFICE LOCATION: �o��Z6 SU(/�yOlO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 �l ® aQ Telephone: 631 765-1938 �icou LOCAL WATERFRONT REVITALIZATION.PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: August 14, 2017 Re: Local Waterfront Revitalization Program Coastal Consistency Review for JEREMIAH M. BOGERT F.I. RESIDENTIAL TRUST & MARGOT C. BOGERT F.I. RESIDENTIAL TRUST, c/o JEREMIAH BOGERT SCTM# 1000-3-1-9.1 Race Rock Garden Company on behalf of JEREMIAH M. BOGERT F.I. RESIDENTIAL TRUST & MARGOT C. BOGERT F.I. RESIDENTIAL TRUST, c/o JEREMIAH BOGERT request a Wetland Permit and a Coastal Erosion Permit to fill voids in existing revetment and extend the revetment to the south by installing ±90 linear feet of woven wire silt fencing; remove existing wood walk and steps; remove and stockpile existing rocks south of steps for re-use in revetment construction; lay Mirafi geotextile filter fabric and cover with a layer of 3" crushed stone; construct an armor layer rip-rap revetment at the toe of slope measuring ±70 linear feet long and ±12' wide comprised of 3-5 ton armor stone; the north end of new revetment to be tied into existing boulder revetment; the south end of new revetment to run into existing slope and not be exposed; provide steps to beach in new stone revetment; provide native materials and ±4' wide stone splash pad at top of new revetment; fill ±6 locations of voids near top of slope of existing revetment with armor layer±2'x3' dimensional rocks for a total of 4'-5' cubic yards of fill; all void work performed from lawn area at top of slope; care to be taken during construction to minimize impact to existing vegeta—tion; area of disturbance is ±760sq.ft. with ±115 cubic yards or rocks used. Located: 8196 Clay Point Road, Fishers Island. SCTM# 1000-3-1-9.1 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. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. C D CEfl �1 � Town of Southold LAUZ 2017 LWRP CONSISTENCY ASSESSMENT FORM Southold Town Planning Board 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 significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each am-wer 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# __ 9 n 1 PROJECT NAME YD_ U The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval, license,certification: Nature and extent of action: ` Install—90 Ift of woven wire silt fencing. Remove existing wood walk and steps. Remove and stockpile existing rocks south of steps for re-use in revetment construction. Lay Mirafi geotextile filter fabric and cover with a layer of 3" crushed stone. Construct an armor layer riprap revetment at the toe of slope measuring—70 Ift long and 12' +/-wide comprised of 3-5 ton armor stone.The north end of new revetment to be tied into existing boulder revetment;the south end of new revetment to run into existing slope and not be exposed. Provide steps to beach in new stone revetment. Provide native materials and 4' +/-stone splash pad at top of new revetment. Fill—6 locations of voids near top of slope of existing revetment with armor layer dimensional rocks (3'+/-x 2'+/-)for a total of 4'-5' cu yds of fill. All void work performed from lawn area at top of slope. Care to be taken during construction to minimize impact to existing vegetation. Area of disturbance is 760+/-sgft with 115+/-cu yds of rocks used. TLlstayoocation of action: 1 - Site acreage: Present land use: Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be pro ' ed: 60 &. (a) Name of applicant: ,� .PVL (b) Mailing address: BOY-, D Ili �m (c) Telephone number: Area Code (d) Application number,if any: Will thhee(action be directly undertaken,require funding,or approval by as state or federal agency? Yes LJ No❑ If yes, which state or federal agency? "'D�--(� 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. dyes ❑ No ❑ Not Applicable. r ' - 4 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 VNotApplicable 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 &�PAV 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 101"Yes ❑ No ❑ Not Applicabl /ni , e f, 0� r 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 12Not 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 - 1 n / o 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 wasVNot es. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. F] Yes 1:1 No Applicable PIUBLIC 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—PoIicies; Pages 38 through 46 for evaluation criteria. ❑ Yeo No Not Applicable Attach additional sheets if necessary J WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. Se LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes F-1NoNot 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 VNot 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 foreYNot aluation criteria. ❑ Yes 1:1 No Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; P ges 65 through 68 for evaluation criteria. ❑ Yes ❑ No 9 Not Applicable PREPARED BY cV I ������n� TIT ERP DATE Cie C 66-VA"n 5-Y \VILVY� hl. 'ow, i 7 4i (r�46119 /'+r_ r T.T.+�• � T- r.^ ,.✓ >.'` ,." '!i-.:rte +.�' i!' ..-. "'t� _,^;�`-� '.°q•.r°�Y'� _:�> _ �� r .�.bY_y'i:d"f'. +ASH►• .Jr.3:7•+ 1•• T��( R'yi.�.,,,. 0 (X.�1+� 'k .•��r' r+t" ��y..::,Yv�^•mm'�'`':+.�i!" ,. •'0�< 4,r..:•�;i•:' �<•s ., _ � ' i11 f,'fir • t � Y N �4 t i Y R•I i r'.,�rs..•� r � 1:.+''r,.».y�, ,,,�'• r: ..i�.� .o�0-� Y� `' .. I f:. •. ... �'.`:1 (,. r w .r• �.. ,y,""�,Y�.,.,yr .. .. �rR+-• �,.��`���-.:,,:. ,s �IIV'. 1�` ;�a„ , � � `rte'. •v�+"j .M:�: t� / P �," :_!+`- � pay, ff �;' ON "M_ va'llti�'.�e fr�, 7"',3r3?`.� � �^�`'�,j'�;rA-`x w�. —�+�.�. •. _ ��� ,,• , I r' ��; F,'�y � w,,w. 'hr. �{'1`n tTxyit '�a '�•`• t .•.r•Kfir .� - '.� .--.."+ •ire • �, a�,� 4r.}�,.,ar�t' ,r., r..i•^.. +r ...• 1 M .+r�'�°A4�t, .�. ..?r.. ':�l `� ' S^ .' c�� a ..•r_rF yR�1s�" 3. " -. "'s' - •i,.."T`' �ti�v �tQ�j4 „+i' f` 'r` � Y'�e x' r. � .•.t vi5�On3 050°B° I v m B)02 x BSB2 1xm n at 2i 211 0x211 Bsxe10 SOONO 30A .� 44AI=1 a ®\ 35 ISLANO ` n ° ♦q BTN3 11 R 20A O FISNE0.5 4' O s B Bq c(m V V E T 2sA CO . w 1SA ry f O ;1 F ENR 27 RRA 'ry BA &1 oIj 5 iu 6 8\ 0M 1 e'A2.3 ♦ �� 24 gk) 7� P ) 112 12 RRIVq)E 6s vE� 18A(=) "2� O 20A(=) 2BA S 22A 1]A „A 23A(cl ••,P m I SAM •^ u = ° ' 22 5A �' taryc) ry.� a 1RA(cl W 31A 2sA 'Pp Q• ; r 13 L/ � O E 110A FOR PCL NO ] p✓/ SEE SEC NO I B 4 / �1 43 B 0 00°-0SB0E.10 232 4A x 3 4 55 O 11A(cl 01 >A(=7 42 Al n RO i17 C zzyq a BAf=I ®� °2]Akl i 1 SAM r� -A(c) 9 x W.) ` ♦ y r 21`-v Y 6 i B 213 •° ,♦ 3 B 22 a]n(fl r� (! 21A(cl uustuu nc L 9 a O 3tx d s 3 a ¢ 310 eWa s.F.—fh '' P 62A(`I 8 wd 3A(=l u ♦ �yQ e1A snlq FOR PCL NO FOR PCL = o .• 11112 escxo. ,,, *' man male* 1 P r SEE SEC NO H EEE SEF oa01A2B pa1 -- "TCN � NNBE •" m y �, ur x.�a O t9 F�O 'P ✓ a L NOTICE COUNTYOFSUFFOLK © x m °= sm... SECTION NO O e.a....u�� —�— ^ (211 Real Property Tax Service Agency Y r� E ^ ----- u. ___ county CenterRNnrineB.NY tt20t M® 3 IN ' wr P y IOOo SILT FENCE , J N F COASTAL EROSION HAZARD ! WOVEN WIRE FENCE (MIN. 14 W F /" GAUGE W/ MAX. 6" MESH � '� o UNE-SHEET 45 FI OF 49 I C SPACING) S r � E HENRY L. FERGUSON PER MAP REFERENCE No.4 I ( � 0 0 MUSEUM INC. i 1p MAX. CENTER TO CEN POSTSI DRIVEN MINN. LENGTH EN6E 25-9 = V Y cl U 6 BLOCK #25 € WOVEN WIRE FENCE MIN. 14 1 I TER INTO GROUND .6 U o LOT 6 ' �• \ \� " LIMITS OF TIDAL WETLANDS 1/2 GAUGE W/ MAX. 6" MESH I I CD 25-10 2s a SD W .- U E- \ \ I AS FLAGGED BY GLENN JUST SPACING) WITH FILTER CLOTH I z /` m o cz �' \ J.M.O. CONSULTING OCT. 2002 h ! zs-� v/\r/� V `� - _ \ 36" MIN. FENCE POST o -�� I • (n L R o in 1 I N I 26-5 w o m \ \ \ FILL VOIDS IN EXISTING W UNDISTURBED PORTION Q 25-6 NOT A BUILDING w LOT PER DEED FLOW I GROUND I 2s-s • • 3-1-6 _u � REVETMENT WITH ARMOR z O PORTION Q W / 1 \L LAYER DIMENSIONAL ROCKS - \ \ O \' HEIGHT OF 25-6 U J p BENCHMARK APPROXIMATELY 6 LOCATIONS w 26-4 + + w COMPACTED SOIL FILTER = 16" MIN. +++ 3-1-� U o " N E TOP OF TROD. \ 1 w \ i;; a _ X10 ELEVATION 21.66 1 Z EMBED FILTER CLOTH O i N N h0 \ \ \ �� O Q A MIN. OF 6" IN GROUND m 0 \y,: 26-2 + + zs-s fr *- N &9 m + 26-3- + c N N O 13_ 4.. CLOTH A MIN. OF + + + / Q W CID Ucz I EMBED FILTER \ Ld 6" IN GROUND • 6- + M M OD 25-4 25-1 M p SECTION VIEW �� W U co x 24.8 \ \ Ln 1 / o= Z 30-3 30-1 " U C � I I A ONS PERSPECTIVE VIEW � 6_1 25_2 � \ fn 30-2 25-3 - J 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE 24.8 x TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR - \ HARDWOOD. BOHLEN • - _ \_DEED 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES 30-6 30-10 _ �rF- z1-3 UNE Uj SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, Q ____-_- 6" MAXIMUM MESH OPENING. --- ��\ EXISTING \ \ \ \ \• ���\ EXISTING ROCK 30-13 _ _- -- RESIDENCE \ \ ` REVETMENT 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE 30-8 30-9 - \� \ , �\ APPARENT HIGH WATER LINE(AHWL) OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER -' FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. - - - - - - - - - z1-a ELEV.=1.50 - - - - - - - - - - / PROVIDE AND MAINTAIN 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED LOCATION MAP SCALE 1 "=400' Z 1 x 26.4 DECK 1 \ \ A CONTINUOUS LINE OF 0 PROPOSED TOE OF REVETMENT EQUIVALENT. _N SILT FENCE THROUGHOUT AP REFERENCES L AFTER CONSTRUCTION S. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN \ I CONSTRUCTION (SEE DETAIL) �XISYING O S "BULGES" DEVELOP IN THE SILT FENCE. TOP EMBANKMENT S 1.) SITE PLAN PREPARED FOR JEREMIAH M. BOGERT; BLOCK 25 LOT -` 1 I o RgQCK S• CARE MUST BE TAKEN DURING g1 f:f I ➢c I N \ \ S OPE I ?�� CONSTRUCTION OF REVETMENT 5; FISHERS ISLAND, NEW YORK; SCALE: 1"=20'; CME/CPK DESIGN x 23.0 l I REMTE & DISPOSE 706 0~ DEED LINE TO MINIMIZE IMPACT TO S GROUP; NORWICH, CONNECTICUT; AUGUST 30, 2002. �� O P'I °°'' 1 OF E�ISTING �^ F EXISTING VEGETATION 4 f I c° WOOD WALK \ \ � " 2. PLAN MADE FOR JEREMIAH M. BOGERT; BLOCK 25 LOTS 4 & 5; f f I \ S 69'57 20 E , , FISHERS ISLAND, NEW YORK; SCALE: 1"=100 FT.; CHANDLER, , ZE GIN EVETMEN 53.10 /�'� F 5 ? PALMER & KING; NORWICH, CONNECTICUT; MAY 26, 1981. l� \ a COASTAL EROSION HAZARD CONSTCTIO TIE INT 0 I o I(' "� 6o LINE-SHEET 45 FI OF 49 '` s. ;� ry:G= ,: f ,,♦.. ��r.' ��, �n� EXISTING REVETMEN f „4..t u ,.s: . \ �' PER MAP REFERENCE No.4 €" ;.; ,, ,er ,,,,.yA",:R.; -t ;" .^rF Ax" 3.) SITE PLAN MADE FOR JEREMIAH M. BOGERT; BLOCK 25 LOT 5; r, /i (SEE SECTION �) \ 5. �. \ K a,." I 1s t t s:- , FISHERS ISLAND, NEW YORK; " * y: SCALE: 1 =16 CHANDLER, PALMER & i L PROVIDE STEPS TO BEA¢H I v y. � '. *. ,N:f r e. d 2 / i IN NEW STONE REVETMENT . ._; ,• ._a4 • , 11 ,,: , .._ . at'. N � NORWICH / AREA OF DISTURBANCE= \ KING; CONNECTICUT; JANUARY 20, 1982 � - �' ' 950± SQ. FT. I I �� o q •. a y m. * - �r 4.� COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD ' ' 0 I SANDY v o :•' Li. '- R; SUFFOLK COUNTY, NEW YORK PHOTO NO. 38-889-83 SHEET 45-FI BEACH . . . . . . . . . . . . N ER061ON AREA _ �Y. 7O \ \ R"_ . ; .- ."g �� OF 49 APPROVED 8/29/88 REVISIONS 10/28/91. SECTION 1 / F . . " . " . . " . " . " . " . " . / m 1yg �x} + ^ +^ T k °' ,,, z 5.) FIRM-FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, NEW YORK ALL JURISDICTIONS PANEL 38 OF 1026 MAP NUMBER /, 0• W / i WLF #3 WLF #2 / LIMITS OF ZONE VE(EL 13) �r.<' ,; �rxr :. �; =;#° _' r ) ' • 3 / / °� ^s ?"' °� w '„ 36103C0038H REVISED SEPTEMBER 25 2009. o f�f ,. t «�. ?`�t... . fes„ BEACH Y:t� I :'i- - _ ���� ,� ::gyp �,•; ,,,.«„���">:;;`wr.++�.-`wT .�:.F", , fit ., � ,�` y �!¢o Y ++yyam� ➢ ,..,@' .,.°°• .y y, 1 6 p" � °'.�•�"• Y P�Pd t8?- f }.�: .•' `�,j�e y yg,,if 64,f \ / \` ` •�. �- // .l.t�'Jj'�P': i' ;»g6• �� pia�'s - +N 'Y,(R y,.i'. �Y ' '�� �O�S REMOVE AND STOCKPILE AMAGE\ LIMITS OF ZONE VE (EL 11) ^� E ��� EXISTING ROCKS SOUTH OF STEPS. AREA PER REFERENCE MAP No. 4 BOTTOM EMBANKMENT USE IN REVETMENT CONSTRUCTION \ W fr) Y 1.1 THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE O IRON IN)ICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PIPE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR O END OF REVETMENT EkCEEDS THE SCOPE OF THE ENGAGEMENT. o M w CONSTRUCTION. TIE END OF REVETMENT .� 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY g w ~O z INTO EXISTING SLOPE. r ,r a PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED J p rxrr t t w END OF REVETMENT ate- � , �;�' ' i ;' ri LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. I z SHOULD NOT BE w EXPOSED . :K y,r,,, s •.. K>. ra.:.. r.+'w'.k�'yM .F r«,ix.f"�. FAA,1„,« .d3%5x ,r n,•. .R`•".�ft,.',`"..'U, ,t'c.. � � I 3.'i ONLY COPIES OFcn THIS SURVEY MARKED WITH THE LAND cn w TOP EMBANKMENT SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL (�/'� Q N ARE THE PRODUCT OF THE LAND SURVEYOR. - « .; A•.•. sk:, , Y LIMITS OF ZONE AE (EL 10)-/,\ 0) •'1,7,,!rte: ► ' , . !,="t` t (°.'. a I„� tni is 1` ' r,; S w \ '. ,x,:anik fSfi:- 'is'..,..era'"'��.s, y} .tT.. �,,",r!`.. Y.+iwa, °p @l- •�- N[> okbs s G U = 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND LL.I OJ � x"e� ` s `�s •^ GEODETIC SURVEY TRIANGULATION STATION "NIN" m L� ` iC'r tN '.'..0..{'4u:Y.W f a'tsy„•; . k Y.y !- ,.'. -� ♦ s'.a"P�., �yp4 y", yL , $ •',"f 3 � ---4„�„ i,F£ is'a-'`•,. > - ,a•.v.i „,- . NIF .. ; ref • Teti }� {; �' 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX W JEREMIAH M. BOGERT EROSION AREA "- Ifi »4 MEPP 1000, SECTION 003, BLOCK 1 LOT 9.1 � _• ,. ' [ r 'pf'{,-,k.p_>R��' ".y.°M;.,z^,�,.„;._ ,. ."•`#.-',:tr,`+';.", z:n. ,.2+."'-k`::. �p..; --. BLOCK #25 LOT #4 NIF , p : 1 ;. � ' _ y I&� � 6.) TOTAL AREA 3.34± ACRES. BARON ULMER KIDD ° BLOCK #25 LOT #3 f TED IN R-120 ZONE. < , 7.� SITE IS LOCA BOTTOM EMBANKMENT i, - - '` ':�'' {;;k,p 8.) APPLICANT: JEREMIAH M. BOGERT �� 'd *a:?;;.i;��''P. .€aw: /»{� "1t s_ € C/O RACE ROCK GARDEN CO. PPROVEBY D .,�. =.r• y.x1'y . _a#aY-F . .,.v '.: >'._ >: BEACH 705 MESQUITO HOLLOW K..!i _ ,,.y ,30 15 o 30 � �, ,�,r rt Yr . .�' . B ARD OF `f fZUSTEE pro FISHERS ISLAND, NY 06390\631-788-7632 GRAPHIC SCALE IN FEET ��.(��{ IMAGE 2 � 9.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE TO m C2 I ARMOR LAYER DISPOSAL SYSTEM. LESS THAN WEIGHT DIMENSION ATEAlloverl'l BY WEIGHT (LBS) (FT.) 10.) BASE FOR LEVELS: NAVD 1988. _ �� Z 0 (MIN.) 390 1.33 1 15 1250 1.97 50 3130 2.67 85 6140 3.34 NERAL NOTES: APPROX. LIMITS OF PROVIDE NATIVE MATERIAL 100 (MAX.) 12520 4.23 1.; GEOTEXTILE FABRIC TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS (n O COASTAL EROSION HAZARD LINE PROVIDE 4± STONE - AS NECESSARY SPLASH PAD RECOMMENDATIONS. MAINTAIN A MINIMUM OF 12 INCH -OVERLAP AT ADJACENT _ I f SECTIONS. GEOTEXTILE FABRIC IS TO BE PROPERLY ANCHORED AS TO PREVENT - --- .... ---- _ ------I -------- --- -- - ---_- - ---- - ---------- ------ -------___------ ------------------_ ---" ------------------I- ----- -------- -- --"- - --- ---- - - - --- - ...- ----- _---- -' -- - - -- -- RIPPING OR TEARING DURING INSTALLATION OF OVERBURDEN MATERIAL. 14 APPROXIMATE LIMITS r - -- --------- --- - - - --- 14 w OF FLOOD ZONE VE ! i 2. ARMOR STONE SHALL BE FREE FROM ORGANIC DEBRIS DURABLE PER MAP REFERENCE NO.2 ! --- ------ ---- ----- --- - --------- - - - --- I .. --- - FREE 12 - - - - - - -------- ------------- --- - ----- "- ----- -- - ---- -- -----------I----- ------------------------------------------------ ------------- - - -- --- - -- --- -- --- --- -- - -- - - -- - 12 FROM SEVERE CRACKS, SEAMS AND OTHER DEFECTS THAT WOULD INCREASE Q TOE OF SLOPE I DETERIORATION FROM THE ENVIRONMENT OR CAUSE BREAKING DURING HANDLING AND PLACEMENT. 10 -- _. - - --- --" - ---- ---- - - - ------------------------ --- - - ---- ----- ------------- - ------------- ----_ ------- - -" - - -_"- -------- - - - - -- - - - 10 - 3 FILTER STONE SHALL BE 3 C 1 i I A INCH DIAMETER NOMINAL SIZE UNLESS z __-__PROVIDE_MIRAFI FW-700 GEOTEXTILE 8 - -- -- - - - 1 -- -- - " - ARMOR_LAYER-RIPRAP_REVETMENT. ---- - - - ---- - -- - - - _-------- - --------,------ __--- -- --- --- - - - - " - - -- -- -.__. _.__. - - 8 OTHERWISE NOTED AND FREE OF ORGANIC DEBRIS. r ._, TER FABRIC OR E DIVALENT 4 MIN. DIA. ROCK AT TOE FILTER Q TYP. - i APPARENT HIGH WATER LIN E 4.) STONES SHALL BE PLACED IN SUCH MANNER AS TO CREATE A EVENLY -- - -- - -- I 6 - ---..--__.__-- _.-.-- - --__.__-- _.___- ----__-.- --._.___-- - ---'-----__._------___- _ _-.__-- ------------_- -.. .-____- _ _ - _ -- - _ __-- N AND--_._ --._____._ ---____-____-.__-------__--- -_------- __-� -"-_- - _ --_..._.. .___-- -._____.___._- _.._ _ _- _ .- -- ----____- _-- -- . _ -- GRADED MASS WITHOUT CAUSING DISPLACEMENT OF THE UNDERLYING MATERIALS. Q PROPOSED GRADE 6 THE FINISHED SURFACE SHOULD BE FREE OF POCKETS OF SMALLER STONES 9 I I AND CLUSTERS OF LARGE STONES. r I -- - _ 4 , . 4 1.5'± I - i 5.) ALL DISTURBED GRASS AREAS OUTSIDE OF RIPRAP REVETMENT TO BE p u m I --- LOAMED AND SEEDED. N � _...PROVIDE 3'_DIA._CRUSHED2 co 00 I EDE N STONE FILTER LAYER 5 ± DIVIDE SILT FENCE `� _ .' v = m N O O O " LEGEND N � N 0_ N - PROPERTY LINE 1Y 5't f ABUTTERS LINE - - O w a �w PROVIDE 3"_DIA. CRUSHED z z Y 2 STONE FILTER LAYER ? _ -- ------._-- . - ----. -. i_.. ._ . ______-__________-___.________.�-.------._._-___.--._--- _----------___._____._---__._.-._ -.. _2 EDGE OF PAVEMENT o o c-n Q w w EDGE OF GRAVEL ------------------- o w � = o -j I CL m O O U u L� _.-_... ._...-___.__.,.-.._ ._._. I EXISTING CONTOUR -- - 12 --- -5 I i- 1 -5 TIDAL WETLANDS ^ wF# DATE: 09/23/2016 o N NOW OR FORMERLY N/F N cr BOUNDARY POINT ® SCALE: AS NOTED QUAQ-TY CONTROL CERTIFICATION SECTION 1 1+00 1+24 DRILL HOLE DHO PROJECT: # 2016823 GROUP REVIEWED DATE M R STON D 0 E � n^ � ■ PROJECT MANAGER HORIZONTAL AND VERTICAL SHEET SURVEY f,1 A R - 3 201 ENVIRONMENTAL rJ 2.5 D 5 I- CIVIL 1 0 F 1 STRUCTURAL GRAPHIC SCALE IN FEET ARCHITECTURAL Sa tt�cld Ioa�n