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HomeMy WebLinkAbout1000-56.-5-26 OFFICE LOCATION: 0f SUUTyOMAILING ADDRESS: Town Hall Annex ,`O l0 P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold, NY 11971 G �Q �OlyCOU�,�� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: May 13, 2019 Re: LWRP Coastal Consistency Review for JOHNNY DONADIC, MARCIA DONADIC TRUSTEE OF THE ALEXANDER ANTHONY DONADIC TRUST & THE OLIVER ANGELO DONADIC TRUST SCTM# 1000-56-5-26 Patricia Moore, Esq. on behalf of JOHNNY DONADIC, MARCIA DONADIC TRUSTEE OF THE ALEXANDER ANTHONY DONADIC TRUST & THE OLIVER ANGELO DONADIC TRUST requests a Wetland Permit to replace existing 31.4'x15.6' swimming pool in-kind, connect backwash to existing drywell, and raise to level of patio; replace existing 55' long retaining wall with concrete wall to match level of pool and house; replace 27' long retaining wall and raise height of retaining wall from 8" to 12" high; fill area between existing retaining wall and house with 52 cubic yards clean fill; replace existing patio with 1,445sq.ft. of bluestone patio set in sand/stone dust. Located: 325 Willow Point Road, Southold. SCTM# 1000-56-5-26 The 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, the proposed action is recommended as INCONSISTENT with the below listed LWRP policies. Test hole results indicate that groundwater was encountered 1.8' below the surface. The shallow depth to groundwater poses challenged in the development of the parcel. 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. 1. The height of the retaining walls could adversely affect the community character of the neighborhood. Screening of the walls is not proposed. Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. 1. The principal structure is proposed in the Flood Zone AE EI 6. 2. The location of the retaining walls on the property boundary could adversely impact adjacent property owners by interrupting and diverting storm water. 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: Damon Hagan, Assistant Town Attorney CE7-IV Town of Southold MAY 0 6 2019 LWRP CONSISTENCY ASSESSMENT FORM Sout old 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 Lazard 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 answer mast 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## 56 _ 5 - 37 PROJECT NAIVE Donadic Residence The Application has b6en 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: - - Construct a single family residence with new sanitary system (see attached full project description) THE DONADIC RESIDENCE 1071 Bay Home Road, Southold SCTM#1000-56-05-37 PROJECT DESCRIPTION Eradicate existing invasive bamboo from site by approved methods; Construct new two-story frame residence on masonry foundation, with footprint of 2,598 sf, over flood compliant crawl space; including attached one car garage; Construct covered masonry entry terrace of 138 sf; and masonry walkway to grade of 226 sf; Construct new frame deck on waterside of 544 sf; of which 280 sf is covered; Install new galley conventional sanitary system per SCDHS, with required waterproof concrete retaining wall of 210 If; Construct permeable parking area of 1,943 sf, with curbing; Construct 130 If retaining wall adjacent neighboring property to west; Place approximately 1,400 cy clean fill; Provide topsoil and landscaping; Provide leaching pools for storm water runoff; Provide 20 ft wide non-turf buffer behind wetlands line' - with maximum 4 ft wide access path to beach; Provide connection to public water supply; Provide underground propane tank for fuel. P Location of action: 1071 Bay Horne Road,Southold,NY Site acreage: 22,215.6 sf= 0.51 Present land use: ac RESIDENTIAL 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: Steve and Marcia Donadic (b) Mailing address: 180 Bayview Road,Manhasset,NY 11030 (c) Telephone number: Area Code( 8)17 301-7786 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No FX� If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the forma 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 LMP Section III—Policies; Page 2 for evaluation criteria. ❑'Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWR.P Section III—Policies Pages 3 through 6 for evaluation criteria `O'L=1 'Yes ❑ No El Not Applicable There are no historic or archeological structures on property. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the 'gown of Southold. See LWIP Section III—Policies Pages 6 through 9 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable Building structure is in keeping in style and scale of neighboring ' '"structures. Attach additional sheets if necessary NATURAL COAST POLICIES Policv 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWIBP Sctio�,III—Policies Pages g through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Although located partly in FEMA Flood Zone, all new structures are compliant with regulations regarding flood-zone development. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the'town of,Southold. See LWIP Section M —Policies Pages 16 through 21 for evaluation criteria X Not Applicable ❑ �S'es ❑ No 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 LNVRP Section III—Policies; Pages.22 through 32 for evaluation criteria. ❑ ❑ Yes No Not Applicable No development will take place in the"wetlands"or"natural indiginous environment". 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 The development will not add pollutants into the air. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LVVRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable PUBLIC CAST 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 In—Policies; Pages 38 through 46 for evaluation criteria. -❑ YYe❑ No El Not Applicable No public land involved. Littoral access unimpeded. 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PLANS ELEVATIONS FIRST FLOOR PLAN SHEET NO: SCALE:114"=,'-1)" MAR ` 1 2019 r1105'T MI!yAoAI.2"9P i t ` ' s f REGULATORY APPROVALS REVISIONS: 4/8/19 SITE [)' ATa M AY - 1 2019 4 SCTM # 1000-56-5-37 _ PROPERTY: 1071 Bay Home Rd ADDRESS Southold NY 11971 OWNER: Steve Donadic, Marica Donadic 180 Bayview Rd Manhasset, NY 11030 SITE: 20,217 sf, 0.4641 acres NEIGHBORING RESIDENCE NEIGHBORING RESIDENCE NEIGHBORING RESIDENCE ZONING: R-40 LO Bay Beach LLC Steve Donadic, Steve Donadic, 1055 Bay Home Rd Marica Donadic Marica Donadic SURVEYOR: PECONIC SURVEYORS, PC 1000-56.-5-35 200 Willow Pt Rd 300 Willow Pt Rd 1230 TRAVELER STREET PUBLIC WATER 1000-56.-5-32 1000-56.-5-31 SOUTHOLD, NY 11971 PUBLIC WATER PUBLIC WATER 8 N/0/F DATED 01-5-19 Z Bay ROAD 30' RIGHT OF WAY . Home Willow Pt Association Inc 535 Bay Home Rd 1000-56.-5-42.1 PROPOSED SILT FENCE Rd PUBLIC WATER N STREET DURING CONSTRUCTION PRIVATE EL 6.6' j ROAD W W NEATER EL 6.2' ZROPO5F-D ROOF CONCRETE TEST HOE ETAINING WALL FOR LOCA I U M J"", P EL + 5.4 SANITARY SYSTEM BA/46-54'OO + N44 53'40"E +6.3 108.27' a�a PROPOSED NEW RD 5.1 /777\ "\ CONCRETE RETA11�— >' ; gQ WALL I !� X\� / ( /zoxE X\'/ / x/\ FLOOD ZONE INE } ,� / ' \ '�`/> �o / >\ / , /{ Loon �� a� 5" I SECTION.,1� I LOOD���-'\/ \� , ZONE LINE `� a PROPOSED NEW ATER , ,+ �ZOKIE.RE \ % \ �— do `o Qo�� ELEV PRI'-E�O �� / \ RETAINING WALL FOR co I I \'> `-' 1 y 6,\�\l i \\\/� \�/ I V- PROPOSED SILT FENCE DURING da 5PIITARY 5Y5TEM rn I \ EXISfTING �EGETAI'`10�1—, CONSTRUCTION SEE DETAIL NEIGHBORING ��� � �. �/y Q60 � o /\ BAMBOO\TO BE REMOVED \ \ / +,a co r STRUCTURE r �/ / \ / \ / 1 �" o� V 4.7 SECTI6� -� PROPOSED NEW CONCRETE ENING WAL --- �\ T-�\ \ \��X,=-= '`I\� �I` \5 I N SITE 7 CAST IN PLACE \� / / I,x� ' " \ / ,Tyle o I I //�\,� ._1� J \ /I\ tea. ROPOSED NEW ONGRETE d O COPING Yti/ DRIP � y `' \ ` �;' �`\� /� Q RETAINING WALL I GRADE EDGE �I \,` X� \, i � ,�\ \/' \ ,i� ._ co SLOPE _ / NEIGHBORING RESIDENCE 4 FOOTPRINT OF Stephen R Greenbaum, U + I \ ` Mary Greenbaum I \ / /PROPOSED RE�SIDENGE' GRAVEL DRAIN f I / \ / \� ►, I+5.4 1073 Bay Home Rd F I I 1000-56.-5-38 I \\ \X/� ✓/ \ /� �� PUBLIC WATER I" THK �SECTIOI - --r=� \ _�' / y ROPOSED NEW CONCRETE REINFORCED GONG - r� ';\�% 1- TEST HOLE STUCCO I I I PROPOSED SILT FENCE ` — '� - n u TAINING y�L RETAINING WALL �\ , /'\I% \ \u1' \/ i \. / _ FINISH DURING CONSTRUCTION II � '\ �\ / \ / I TEST HOLE DATA + W/ 2 #4 ® 12" HORIZ. AND I / h' I - y A 10 / 31 / 18 ELEV. 5.4' 2 #4 @ 12" VERT. _ EXISTING I \� 6_ — /K\ i\ L� — J I - I I NEIGHBORING i / \� y / ' Q7 cv I 1.0 FT. DARK BROWN LOAM OL LIQUID APPLIED (n GONG WALL \/' ��,% \ (n stcTlor4 cJ I �r I 1.8 FT. BROWN CLAY CH Q WATERPROOFING f 1 \/ _ _` \ /�. �� /' <r J N IGHBORING RESIDENCE 1 4. +{ \ �/\ �/ `� WATER IN - off Z. + IO \` / \ \ \ I I+ 48 FT. BROWN CLAY CH & CL PROVIDE WEEP rego John P Trust / S.0 I 9 rY \ EXI5TdNG VEGETATION TVI co Q- M HOLES, 11'2" PVC, GRADE 1355 Bay Home Rd CD PROPOSED NEW I i ,/\ "'BANiBbO" TO BE,REN(OVED'\ /b q� _ WATER IN BROWN FINE Lo BELOW GRADE ON r' --� X000-56.-5-36 I CONCRETE RETAINING ;,/ x' `� `x/ \ I J FINISHED SIDE AT 4'O" Pl7�tIC�(ATER WALL IFI\ y / \\ \ �\ / 54 FT. TO MEDIUM SAND SP1. y o M E6-TIO/`N\ '6''6" / �/ 1.8 FT BELOW SURFACE -WA ER OC, WITH 12" THICK L `J `—` '' ` - � �" `� LOOD ZONE LINE ENCOUNTER D + T w J i w 5.0 �\ / \ i \ / \/ , ,u / E , ELEV 3.6' _ GRAVEL AND FABRIC _ '� ;� \ w W " / FLOOD ! X / / . j/ PROPOSED SILT FENCE DURING a o I LTER ALONG BACK --� 4.7 /\ YzoNE , \/ \ ` w. N = SIDE OF WALL (Y1 \� / ELEV 6 / \�\ 1177 CONSTRUCTION J I \ \/ \/ `FLOOD'ZONE \ REINFORCED FOOD ZONE LINE / SECTION 7 ELv 8/ \� , x y X�%, h>;hx �\% ^\ XISTING INC N j 3II T \/ / ti" NEIGHBOR GONG X \�\ \.\l y \/ SEA WALL FOOTING W/ PC1IINGS;NON} \% \, xVV # R 'EXISTIi C� < :X WIRE FENCE H 4 12" ° ^I IMi30a�Ta, E,/ . �y x; X wLF EL r FILTER CLOTH O.G. AND REi�loEtS'� \/• 4 BOUND HAYBALE ` z i� \ � �, x /\� �!Y` FILTER I � �, . CLOTH 3#4 CONT. _ - "' WWF MIN.b" It ,�S OF Nepp ° °:. DURING CONSTRUCTION ___,....... ...__. PROPOSED SILT FENCE wLF w�F # 3 GRA°W , V FLON1 CO s c s yC vy w R E TA I N I N G WALL DETAIL EL 4.7' — ANDWARD EDGE OF TIDAL 1 ,� WETLANDS AS DETERMINED BY SUFFOLK ENVIRONMENTAL METAL WIRES"� --FILTER CLOTH AND METAL CONSULTING, INC. r+ POSTS 10'MAX SPACING S3930'53"W TIDAL WETLANDS AREA: 1,443 SF �,� OR 108.89' I �! TIE LINE 20 W I DE NON ✓ *" O TURF BUFFER PROPOSED SILT FENCE DURING PROJECT NO: BAMBOO ERADICATION CONSTRUCTION - t �� �ISTAKE To 1805 EXISTING BAMBOO TO BE ,� �� DRAWN BY: REMOVED X15TING ROCK JETTY 00 .............._.... '" ` s . " V REBAR,5TEEL PICKETS UT STEP #I: INSTALL SILT BARRIERS AT PERIMETER OF PROPERTY; EXISTING , tt� , STEP #2: MECHANICALLY OUT ALL BAMBOO TO GRADE; ROCK JETTY NOTE: '"* ``° °2°?NX&ROU D DRIVES CHECKED BY: EAN HIGH WATER MARK _ � �� ' FLUSH w/TOP OF BALES TS ALL r-X I ST I NG BAMBOO - Y- '" BOUND HAYBALES(ABUT TO DATE: STEP #3: EXCAVATE TRENCH FOR FOOTINGS FOR RETAINING WALLS; GG a ADJOINING BALE TIGHTLY) 5/1/19 ON ANT I R� J I T� TO B� , -�kk �\HALEBALE TO BE EMBEDDED INTO STEP #4: FORM AND PLACE CONCRETE FOOTINGS AND RETAINING WALLS; MEGHAN I GALL1' REMOVED SOIL MINIMUM OF 4°AND BINDINGS SCALE: ,~'\,_may` PLACED HORIZONTALLY HRAP SILT FENCE UNDER HAYBALE 1" 2O' - O" STEP #5: BACK FILL RETAINING WALLS v4/CLEAN SAND; S 0 U T H 0 LD BAY AND DRIVE STAKE THROUGH. SHEET TITLE: nSILT FENCE DETAILS STEP #6: EXCAVATE SECTION #1 TO 36" BELOW GRADE; STEP #7: REMOVE ALL ROOTS AND SOIL TO APPROVED LOCATION; BAMBOO STEP #5: BACK FILL AND COMPACT SECTION #1 WCLEAN SAND; ERADICATION STEP #Q: REPEAT STEPS #6 4 #7 FOR SECTIONS #2-8 `' F- PLAN SCALE: 1 " = 20'-0" SHEET NO: DEC SUBMISSION TOWN TRUSTEES SUBMISSION LU RESIDENCE FF EL 10.0 FT T OWN OF SOUTHOLD v GRADE LINE ELEVATION .5 FT. N /SDEC ADJACENT AREA Q SITE� BUILDABLE LAND GLEAN OUT SCTM # 1000-56-5-37 LOT COVERAGE TABLE � GRADE LINE ELEVATION ±q.5 FT. GRADE LINE ELEVATION ±q. FT. LOT COVERAGE TABLE I' MIN. 2' MAX. PROPERTY: 1071 Bay Home Rd 14T. 1623.4 sf SITERE TOTAL: 21,623.4 sf ADDRESS Southold NY 11971 1500901 TOP OF POOL 1.6 FT. OWNER: Steve Donadic, Marica Donadic I/8"/FT. 180 Bayview Rd SEPTI G LEACHING AREA CALCULATIONS EOR SITE AREA AREA CALCULATIONS FOR SITE AREA Manhasset, R 11030 IE. +S.Iq TANK GALLEY STRUCTURES PROPOSED PERCENTAGE STRUCTURES PROP05ED PERGENTA&E IE. +�.q4'7 IE. +-1.44' BOT OF POOL 5.6 FT. HOUSE: 2,588 sf 12.01% HOUSE: 2,5cf8 sf 12.01% SITE: 21,623.4 sf, 0.5 acres GROUND WATER 3.6 FT. PORCHES: 155 sf 0.65% PORCHES: 155 sf 0.65% ZONING: R-40 2' MIN DECKS: 544 sf 2.51% DECKS: 544 sf 2.51% SURVEYOR: PECONIC SURVEYORS, PC WP�LKINAYS: 364 sf 1.02% TOT�hL: 3,280 sf 15.1-1/0 1230 TRAVELER STREET � L TOTAL: 3,644 sf I(0.IC1% SOUTHOLD, NY 11971 O SEPTIC PROFILE LICENSE #49618 >., (N.T.S.) DATED 01-5-19 z NEIGHBORING RESIDENCE NEIGHBORING RESIDENCE NEIGHBORING RESIDENCE Bay Beach LLC Steve Donadic, Steve Donadic, 1055 Bay Home Rd Marica Donadic Marica Donadic L 0 CA A' TILA)" Pi"Imm MAP% 1000-56.-5-35 200 Willow Pt Rd 300 Willow Pt Rd PUBLIC WATER 1000-56.-5-32 1000-56.-5-31 Bay ROAD 30' RIGHT OF WAY PUBLIC WATER PUBLIC WATER ata N/O/F Home Willow Pt Association Inc 535 Bay Home Rd Rd 1000-56.-5-42.1 PROPOSED SILT FENCE PROPOSED NEW UNDERGROUND °aa PUBLIC WATER IN STREET DURING CON5TRUGTION PR EL 6.6' ATE ELECTRIC, LINE a "�� atic� 6 ROAD NATER. METER ROP05ED NEWATER NEW NATER EL 6.21 PROOF CONCRETE PERVIOUS GRAVEL DRII PROPOSED NEW RETAINING WALL FOR °aa a TEST HOLE UNDERGROUND PUBLIC TRENCH DRAIN EL + 5.4 WATER LINE SANITARY SYSTEM °ToF 0 13 Y HoM + N44 53'40"E +6.3 108.27' ROP05ED NEW SEPTIC SYSTEM FOR A P6P+`a0 �� Cn PROPOSED NE 5.1 +q O TW +6.1 5 BEDROOM RESIDENCE AND GUEST HOUSE �o c CONCRETE RETAIN NG --__ T +6.q FLOOD N Was ALL ,I TW ZONE X q.0 - 1500 GAL SEPTIG TANK (ST) SITE 2x8 I CLO q.2+ - CLEANOUT o . FLOOD ZONE LINE _ O LG Q_L LG FLOOD - (6) 5.5 FT x 4.'75 FT x 2.0 FT LEACHING GALLEY (LG) Cn . - (3) 5.5 FT x 4.75 FT x 2.0 FT FUTURE EXPANSION (EXPG) 5 M FLOOD ZONE LINE LEACHING GALLEY co PRqfO5ED NEW ATER c ZONE AE O LG O LGXPG� PR OF GO 0 x J -- ELEV 6 + .2 _ _ PROPOSED SILT FENCE DURING O RE AINING WALL FOR rn I +q.0� aff, XP�\ �0 CONSTRUCTION SEE DETAIL S 5AT'ITARP 5Y5TEM w 1 _ -�3 -y , TEST HOLE0 0 NEIGHBORING -E_ WAL _ ST q.5 \ 4-Pr _ STRUCTURE 4 0 _ TEST HOLE DATA 10 / 31 / 18 ELEV. + 5.4' P OPOSED NEW RE 1.0 FT. DARK BROWN LOAM OL V RAfNMdG- A T 8.5 q q TW 5 I I = 8• x +10.0 q.0 ROP05ED NEW IGONGRETE I 1.8 FT. BROWN CLAY CH Q PERVIOUS GRAVEL DRIV PROPOSEDRETAINING WALLI WATER IN - 8 RESIDENCE I._-EXI5TIN6 F I- --J I 48 FT. BROWN CLAY CH & CL FLR ELEV +10.0 mageNEIGHBORIN NEIGHBORING RESIDENCE WATER IN BROWN FINE A x OTAL GROSS FLOOR STOCKADE ENCS Stephen R Greenbaum,+ AREA 3,323 S Mary Greenbaum I 54 FT. TO MEDIUM SAND SP PROPOSED NEW �""�"� 8 +5.4 1073 Ba Rd UNDERGROUND DRYWELL FOR 8.0+ I Y Home I 1.8 FT BELOW SURFACE -WATER W +10 I STORMATER RUNOFF FROM 15' 1000-56.-5-38 ENCOUNTERED, ELEV +3.6' ` BUILDING STRUCTURE TYPICAL .0 SIDE PUBLIC WATER I �+ I! 1 ! U E(:4K' YARD ROPOSED NEW CONCRETE I 06 Z• I I PROPOSED SILT FENCE °W�` I SETBACK STAINING L 2x8 i ; � �' , � DURING CONSTRUCTION ' G ,q,7 -I, + % I DRAINAGE CALCULATIONS Q• M a I I I' T W PROPOSED EW%UDE: GROUND EXISTING I _SIDE ?'�+ +-17 _ 0 N ORYINELL�R 5TOR ATER RUN FF AREA OF RESIDENCE (DW-A) -j E. o I NEIGHBORING YA - - W FROM BUILDING 5TRUITURE TYP I C�L DRY WELL AREA x RAINFALL x RUNOFF FACTOR I I ETBACK 17 B x' �t (DW-A) 1,508 5F x (2/12 FT.) x 1.0 = 252 GU. FT. W -j• W z w a I I GONG WALL USE: (2) V DIAMETER x 2' HIGH POOL = Z " GRADING AS SHOWN = W• M a �} 6 (2) 8 X 2 STORM DRAIN RING = I68.a GU. FT. N IGHBORING RESIDENCE 4 I I TW" C a N 0 , +5.0 USE: (2) b' DIAMETER x 2' HIGH POOL W. N M I pregory John P Trust j i �► TW C11 ut ) (2) VX 2' STORM DRAIN RING 8q.3 CU. FT. 1355 Bay Home Rd I PROPOSED NE �" " ''`.. '5 O i ;6.0) XISTING VEGETATION PROVIDED REQUIRED Q H• v 1000-56.-5-36 4 �.� i"'�O h` A` > BAMBOO TO BE REMOVED CONCRETE RETAINING - 258.2 GU. FT. > 252 CU. FT. �l7IC-JD(ATER WALL % 1: 'rn CO cn S' ,TIN ' ` , '`. i ' ' o i D C c p FLOOD ZONE LINE AREA OF RESIDENCE (DW-B) REGRADING AS SHOW / �" 'a. i �" N p 0 , DRY WELL AREA x RAINFALL x RUNOFF FACTOR 4,7 f l,. FLOOD ` Z 0 0 ' rn rn �, d , y PROPOSED SILT FENCE DURING (DA-B) 1,508 SF x (2/12 FT.) x 1.0 = 252 GU. FT. �' �; ZONE AE '�7 C U5E: (5) W DIAMETER x 2' HIGH POOL tP m /`tP CONSTRUCTION �,-' i ELEV 6' 7C R1 - (3) 8' X 2' STORM DRAIN RING = 253.3 CU. FT. J I I FLOOD'ZONE VE ,' , , x ;: PROVIDED REQUIRED IJ ; EXISTING 253.3 CU. FT. > 252 GU. FT. P��OF N�pt, FLOOD ZONE LINE / ''r „ ' NEIGHBORING CO PSC �O o PLANTINGS NON!Y' SEA WALL AREA OF DRIVEWAY (DW-C) ®� G ;TORI=:= )ZISTING o/ x;" i DRY WELL AREA x RAINFALL x RUNOFF FACTOR EXI5TIN5VEGETATIO `" " `" (DIN-0) 2,166 SF x (2/12 FTJ x 01 = 253 GU. FT. "BAMBOO" TO BE ;` "><' BAfi�IBOO.TD:BE - �< WLF EL 5.1 REMOVED ~: REMOVED "Y' 4 USE: (3) 8 DIAMETER x 2 H►GH POOL Z r" *' (3) 8' X 2' STORM DRAIN RING 253.3 GU. FT. \: WLF PROVIDED REGU I RED PROPOSED SILT FENCE j \" # 3 253.3 CU. FT. > 255 CU. FT. DURING CONSTRUCTION �WL1 V 2 PROJECT NO: EL 4.7' LANDWARD EDGE OF TIDAL 1805 WETLANDS AS DETERMINED DRAWN BY: BY SUFFOLK ENVIRONMENTAL D CONSULTING, INC. UT S3930'53"w CHECKED BY: 108.89' PROPOSED SILT FENCE DURING _ TS TIE INE 2O' K DE NON CONSTRUCTION DATE: Q TURF BUFFER - _ _ 2/28/19 EXISTING BAMBOO TO BE EXISTING ROCK JETTY ` SCALE: REMOVED P k4AR ' 1 2019 1" = 20' - 0" EXISTING SHEET TITLE: ROCK JETTY NOTE: _ MEAN HIGH WATER MARK ,ALL AXI STI NG BAMBOO _- _ - SITE PLAN ON ENTIRE SITE TO BE MEGHAN I DALLY REMOVED SOUTHOLD BAY SHEET NO: PL AAP4 , N SCALE: 1 " = 20'-0" DEC SUBMISSION TOWN TRUSTEES SUBMISSION