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HomeMy WebLinkAbout1000-111.-13-11 OFFICE LOCATION: '�'0f soyo MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 • Telephone: 631765-1938 olycou 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: January15, 2021 Re: LWRP Coastal Consistency Review for ALISON M. BYERS, c/o ALISON M. BYERS, PsyD, VP SCTM# 1000-111-13-11 En-Consultants on behalf of ALISON M. BYERS, c/o ALISON M. BYERS, PsyD, VP requests a Wetland Permit to demolish existing one-story, 2;254;dwelling structure located 28.6'•from top'of bluff•apd patio located 15' from top of bluff; construct one-story 4,929sq.ft. single family dwelling structure consisting of 2,045sq.ft. habitable dwelling with 18.7'x22' roof deck above, 562sq.ft. carport, 1,663sq.ft. covered decks, and 659sq.ft. roof overhang with no structure beneath, located a minimum of 50' from top of bluff, install pervious gravel driveway and parking area; 5'wide landscape steps to dwelling; 3' high landscape retaining walls; landscape beds; and 4'wide earthen pathways, including path to existing bluff stairway; remove existing nonconforming septic system located 71' from top of bluff and install new I/A OWTS sanitary system more than 100' from top of bluff; relocated public water service and install underground electric service; install storm-water drainage system; clear approximately 5,390sq:ft. of existing vegetation for new construction, and revegetate approximately 8,195sq.ft. area (all more than 15' from top of bluff); truck in approximately 187:cubic yards clean fill from an approved upland source to achieve proposed grades; and establish and perpetually maintain a 3,685sq.ft. non-turf buffer within 15' of top of bluff(remove existing invasive vegetation/add native vegetation). Located: 10075 Nassau Point Road, Cutchogue. SCTM# 1000-119-1-13.1 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 action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP based on the following: 1. The ZBA issued a variance (7436)for the action on November 19, 2020. 2. The proposed additions are located further landward than the existing structure. 3. The proposed additions are not located within a FEMA flood zone. 4. The parcel is not located in the CERA. 5. Mitigative actions to further LWRP policies 4, 5, and 6 are proposed. 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 Town of Southold"'' ' LWRP CONSISTENCY ASSESSMENT FORM JAN 1 4 2021 A. INSTRUCTIONS I_ urYto Cl I-]rnFan 1. All applicants for permits* including Town of Southold agencies, sha 1 comp, 0,itbis(�@AF proposed actions that are subject to the Town of Southold Waterfront Con • l evlew 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 significantL beneficial and adverse effects upon the coastal area (which includes all of Southold Townl. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 119 - 1 - 13.1 PROJECT NAME Alison M.Byers 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) El (c) Permit, approval, license, certification: Nature and extent of action: Demolish existing one-story,2,254 sf dwelling structure located 28 6 feet from top of bluff and patio located 15 feet from top of bluff,con truct one-story,4,929 sf single family dwelling structure,consisting of 2,045 sf habitable dwelling-(with 18.7'x 22'roof deck above),5 2 sf karport, 1,663 sf covered decks,and 659 sf roof overhang with no structure beneath,located a minimum�f�fe�t from top of bluff,install perviou ,avel driveway and parking area,5'wide landscape steps to dwelling,3'high landscape retaining walls,landscape beds,and 4'wide earthen wa s,including path to existing bluff stairway;remove existing nonconforming septic system located 71 feet from top of bluff and install new I MS sanitary system more than 100 om op of bluff;relocate public water service and install underground electric e ' e,install storm ter drainage system;clear approximately 5,340 sf f existing vegetation for new construction,and revegetate approximately 8, 95 f area(all more than 15 feet from top of bluff);truckapp imately 187 cy clean fill from an approved upland source to achieve propo d des;and establish anperpetually maintain a 3,685 sf turf buffer within 15 feet of top of bluff(remove existing invasive vegetation/add native vegetation),all as depicted on the survey/site plan prepared by Squires,Holden,Weisenbacher,&Smith,last dated August 17,2020;the"Proposed Demolition&Clearing Map"prepared by Squires, Holden,Weisenbacher,&Smith,last dated August 17,2020;the"Proposed Vegetation Map"prepared by Squires,Holden,Weisenbacher,&Smith, last dated August 17,2020;and the"Proposed 15'Non-Turf Buffer Plan"prepared by Muse Design Inc,last dated March 22,2020 Location of action: 10075 Nassau Point Road,Cutchogue Site acreage: 53,161 sf Present land use: Residential,smgle 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: Alison M.Byers,c/o Alison M.Byers,PsyD,VP (b) Mailing address: Diversified Search,One Commerce Square 2005 Market St., Suite 3300,Philadelphia,PA 19103 (c) Telephone number: Area Code 215-495-8731 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes 1-1No ® 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 1:1No ® 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 site is protected by a bulkhead at the toe of bluff,but the proposed dwelling will also be constructed at least 22 feet farther from the bluff than the existing structure; and the existing patio surface located only 15 feet from the top of bluff will be permanently removed, thus further minimizing the risk of potential erosion damage,consistent with Policy 4. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ®Yes ❑ No ❑ Not Applicable See attached addendum. 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 LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR ALISON M.BYERS 10075 NASSAU POINT ROAD CUTCHOGUE,NY SCTM#1000-119-1-13.1 POLICIES 5& 6 Consistent with the goals of Policies 5 and 6 of the Local Waterfront Revitalization Program and Chapter 275, Wetlands, the below plan features will mitigate potential project impacts and result in the protection and improvement of groundwater and surface water quality and the protection and restoration of the adjacent bluff, shoreline, and tidal wetland ecosystem through increased bluff setbacks; enhanced treatment of septic waste; increased drainage capacity and decreased runoff potential; and enhancement of native vegetation buffer area that both increases protection from bluff erosion and serves as a sink and filter for stormwater runoff and the contaminants potentially contained therein. 1) The existing dwelling located 28 feet from he top of bluff will be replaced with a dwelling located at least 50 feet from the top 'f bluff,,a--toughly 78 percent increase in bluff setback; and the existing patio surface to ated 1'S feet from the top of bluff will be permanently removed. 2) The nonconforming septic system, which is locate d�71 eet from the bluff, will be removed and replaced with a low-nitrogen, I/A sanitary system located more than 100 feet from the bluff. Unlike conventio al syste, s that are not designed or equipped to treat nutrients such as nitrogen, I/A syst ms e designed to-significantly reduce nitrogen loading into the groundwater and ultima surface waters. 3) A stormwater drainage system consisting of r of gutters, leaders and d ells will be gu ryw installed to collect and recharge roof runnd runoff from other developed surfaces, including the driveway, which will also be comprised of a pervious gravel surface. 4) While approximately 5,390 sf of existing vegetative cover situated more than 15 feet from the top of bluff will need to be V the proposed construction, approximately 8,195 sf of the property will be replaative vegetation. 5) A 15' wide, approximately 3,685 sffer will be established adjacent to the top of bluff, from which existing invasive vegetation will be removed and existing native vegetation will be supplemented with additional native plantings. 6) A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. 4. See attached addendum. 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 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 ® 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 TITLECoastal Management Specialist DATE November 23,2020 Robert E. H Amended on 811105 -�o `�"' � yip s ,„ � \ �''� - - •, - • � -urrte .y 0 q _ � ;PLS f�VA,• - - - { �\$� �, :nom•\ `, •RECON/C. - -` , p' as 4a :\ `HAY _ r - - -`fi - '.e .•l-` `\ryes ,.\.. _ ` - \ ' _ - _ :Vis•,: � - ` - ` ` - NonCE COUNTY OF SUFFOLK © rxw K 11, - *a^^+� Sovn- sEcnoNNo l .sw•�w ur w — --_ m..u. �— - E s�`-- - m>- �� --�-- „•-�� --•-- .Nxre w.ce,u ow,w�suPo„ Real Property Tex Service Agency JOB No. 15370 N C13011 PROPOSED 15' WIDE 3,685 S.F. NON-TURF BUFFER ADJACENT TO BLUFF CREST; SUFFOLK COUNTY TAX MAP ADJUSTABLE LOCKING TYPE 'F' SANITARYNOTES: CAST IRON FRAME AND COVER SECTION ALTERNATE INLET REMOVABLE INSPECTION COVER WITH AERATOR MOUNTING CASTING AND CAST-IN-PLACE RECEIVING FLANGE REMOVE EXISTING INVASIVE SPECIES, MAINTAIN EXISTING NATIVE SPECIES, DISTRICT 1000 TO BE WATER TIGHT AND LOCATION _.-- -CAST-IN-PLACE HANDLE COVER WITH FRESH AIR VENTASSEMBLY - - 1. INTENT OF THE PERMIT IS THE INSTALLATION OF A NEW COMPLIANT ( AND SUPPLEMENT WITH ADDITIONAL NATIVE PLANTINGS SECTION 119.00 SANITARY SYSTEM FOR 2 BEDROOMS. INSECT PROOF) BIO-KINETIC•SYSTEM LOCKING LUGS APPROVED SEALANT OR EXTENDED AERATION SOLVE NT W ELD S (SEE PLAN BY OTHERS . BLOCK 01.00 2. PERMIT PROPERTY AND NEIGHBORING PARCELS ARE ON PUBLIC WATER. SEALING DEVICE CHAMBER CONNECTION w( ) NO KNOWN WELLS WITHIN 15OFT OF PROPOSED SYSTEM. , ° ., PARCEL 013.001 2.5 MAX. ++ LITTLE PECONIC BAY 3. EXISTING SANITARY SYSTEM SHALL BE PUMPED CLEAN, STRUCTURES i 2" REMOVED, CONNECTING PIPING REMOVED, AND BACKFILLED WITH CLEAN SOIL, - -------------- AND -- I---- ``'++ AND ABANDONMENT CERTIFICATION SUBMITTED BY CONTRACTOR IN I i MAX. 8" MIN. TRAFFIC BEARING 2 9 °° -- -_= V o L ACCORDANCE WITH S.C.D.H.S, STANDARDS. r I I TO MEET AASHTO-H20 A A C( o + 4. TEST HOLE WAS DUG ON JA14URY 25, 2019. GROUNDWATER WAS ° p I NOT ENCOUNTERED. I 5" WALL MEAN HIGH WATER EL. 0.945. PROPOSED SANITARY SYSTEM SHALL BE I/A SYSTEM PRECAST 1,300 -- -- - ° p p [f _ 4"DIAMETER EFFLUENT LINE b „_.._.._. _.._..-•.- - - -"-"-' - � .� "+ GALLON TREATMENT UNIT WIT-I 1 8' DIA. X 12' DEEP CESSPOOL. I r a"D" IAMErERwLEruNE , �`�,,, I I STEPS ARE TO BE --= ui O ` _++ 6 STRUCTURES TO HAVE 20FTJSEPARATION TO SEPTIC. COVED - -POLYPROPYLENE COATED PRETREATMENT CHAMBER -28-+ -3'-' -2'-3" DEBRIS LINE �.� I COVED MANHOLE COPOLYMER -- BIO-KINETIC' p� Q GROIN CASTING AND COVER ° _ �0r_ I �+ 7. THE NORWECO SINGULAIR MODEL TNT TANK SHALL BE. _ _____ _____ 1 2 STEEL BARS ® s-3' REINFORCED PER ACI STD. 18 SINGULAIR AERATOR, _ _ - „ GASKETED DISCHARGE ZONE VE EL. � ) -' - _ _ '+-... 5s,o�' MEAN r 12 O.C. ALTERNATE INLET LOCATION FINAL CLARIFICATION CHAMBER FLANGE ASSEMBLY = AND ACCEPTED BY N OPERATING 60 MINUTES ON 60 PLAN VIEW __ _ H w_arER AS TESTED _ I LINE - - - - E� 0.94 GROIN MINUTES OFF NORWECO FRESH AIR VENTASSEMBLY OPTIONAL BLUE CRYSTAL® X ZONE X �r _ �`_ , GR JOINT SEALANT TO BE CHLORINATION SYSTEM SINGULAIR'TANK OUTLET COUPLING LP BULKHEAD 2• �- + STFp _ _ _ - INLET INVERT TO OUTLET 'NVERT IS FOUR INCHES. INLET INVERT IS TO 4"DIAMETER EFFLUENT LINE •4 '-- � T _- S TWELVE INCHES BELOW TANK TOP. I /-1 BUTYL RUBBER FOR SINGULAIR*AERATOR - ON DEEPER INSTALLATIONS, PRECAST RISERS MUST BE USED TO b ALL JOINTS (SEE NOTE 1) OPTIONAL_810-NEUTRA_LIZER_® DECHLORINATION SYSTEM BIO-KINETIC®SYSTEM DISCHARGE DETAIL ( EXTEND AERATOR MOUNTING CASTING AND BIO-KINETIC SYSTEM MOUNTING i 4' X 8' ++�,__` SHORELINE OF CASTING TO GRADE. INSPECTION COVER ON PRETREATMENT CHAMBER - PROVIDE NON-SHRINKING AERATOR MOUNTING CASTING TOE OF BLUFF I LANDING �� ._ _ MUST BE DEVELOPED TO WITHIN TWELVE INCHES OF GRADE. UNDERGROUND POWER SUPPLY ENTRANCE BIO-KINETIC®SY_STE_MMOUNTINO 6 _ ______�__-__L_------___ - +r... 5/16/18 CONCRETE INVERT FORMED MAST JOINT SEALANT - - --- - Blo-KINETIC®SYSTEM ------- X _ ---- -------- - - REMOVABLE COVERS ON RISERS WEIGH IN EXCESS OF SEVENTY-FIVE (SEE AERATOR MOUNTING AND INSTALLATION - - CASTING AND COVER To AT LEAST DETAIL DRAWING) MOUNTING CASTING __-_ I -t_------ -- ---- -------- 7.6X POUNDS EACH TO PREVENT UNAUTHORIZED ACCESS. THREE-QUARTERS - CONTACT ROMAN STONE CONSTRUCTION CO, THE LOCAL LICENSED OF THE DIAMETER OF THE SINGULAIR DISTRIBUTOR FOR ELECTRICAL REQUIREMENTS. - - BIO-KINETIC®SYSTEM LOCKING LUGS GROUT OR _ j d"--' APPROVED SEALANT OR / SYNTHETIC SEAL FOR TRAFFIC H2O LOAD CONDITIONS, THE FLOOR AND TOP OF TANK PIPE SEALING DEVICE o-3' •V SHALL BE THICKENED AND REINFORCED WITH COVERS TO GRADE , SOLVENTWELD ST '"--- 8• THE PROPOSED SANITARY SYSTEM WILL VENT THROUGH THE HOUSE STACK. 8'� CAST IN PLACE FLEXIBLE r-o ° XcoNNECTION -- EPS -EX/STlNG 3' WID RUBBER SLEEVE WITH - a•, 3 � I STAIRW E TIMBER - - _ :T AY TO BEAC 711 4"DIAMETER EFFLUENT LINE H 48" I.D._ STAINLESS STEEL STRAPS Lo_3• - - '� OR FLEXIBLE RUBBER o'-z 1n" I I BOOT 'S _ CASTING PICK-UP / TYPICAL ACCESS/ JUNCTION MANHOLE 6'-2" GROOVE,TYPIGAL --_-- I I 4' X LANDING PROPOSED SANITARY SYSTEM DESIGN: (NOT TO SCALE) SINGULAIR•BIO KINETIC® c DESIGN IS BASED ON 2 BEDROOM SYSTEM, SINGLE FAMILY 1. ALL MANHOLE SECTIONS SHALL CONFORM TO A.S.T.M. C-478, LATEST RE-VISION srsrEMDiscHARc) • I (SEE DETAIL) --- -- STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. SECTIONS. 60° 60° 60" TREATMENT UNIT SIZING BASED ON 500GPD NORWECO SINGULAIR MODEL 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3, OR 4' HEIGHTS, AS REQUIRED. }' a _ _ _ - PRETREATMENT CHAMBER TNT DISTRIBUTED BY ROMAN STONE CONSTRUCTION CO, BAYSHORE, NY ---.--_----- -- .° BIO-KINETIC*SYSTEM r j i LOW PROFILE SINGULAIR BIO-KNETIC WASTEWATER TREATMENT 3. LOADING TO CONFORM TO AASHTO H-20 LOADING. 0-3"-. I SYSTEM MODEL 500GPD (BASIC UNIT) 4. ALL CONCRETE IS TO MEET 4000 PSI AT 28 DAY SET. ' r ! 5. OUTLET PIPE TO BE SET O.1' MINIMUM BELOW INLET PIPES. SUBMERGED TRANSFER FOR CAST-IN-PLACE AERATION FINAL CLARIFICATION CHAMBER OUTLET END VIEW GRAVITY SYSTEM - WITH CIRCULATORS AND FILTERS I STEPS 6. THE MAXIMUM CHANGE IN ELEVATION BETWEEN INLET AND OUTLET INVERT(S) CHAMBER TRANSFER PORT TREATMENT UNIT: 1.300 GALLON RECTANGULAR, 3 CHAMBER PRECAST SHALL BE NO GREATER THAN 2 FEET. NOTE:TOTAL SYSTEM CAPACITY. 1,300 GALLONS { I BIO-STATIC®SLUDGE RETURN USE (1) 8' DIA. X 12' DEEP CESSPOOL EXTENDED CHAMBER SECTION A_A - - --- --- RATED CAPACITY.600 GALLONS PER DAY ALL CESSPOOL COVERS SHALL BE TO GRADE WITH MODEL TNT 500/600 G.P.D. T`,' ,'�FnF '� 4' X 4' HEAVY DUTY LOCKING CAST IRON COVERS a" SCH ao PIPE AND CAP NORWECO SINGULAIR TNT TREATMENT UNIT S,A,<E• \ LL1F�F\ V'T K'\ LANDING to GROUND sulcFACF CRADE l'. NOT TO SCALE \ \` \ '•,I\ \ \ \ \, `,� _\ •\ ,�"\. \.� 4" SCH 40 11.25' BEND \ \\ \ \ ! \STAKE \ \ \: \ s �l \ \ \ - CAST IRON FRAME & �STA'Kf`., i� - - � -� 4" SCH ao PIPE b COVER TO GRADE i\• P• R\ PROPOSED , - \ IP _ _ 1 \ P: ExIsrfNG _ NON':TURF BUFFER \ \ \\ \\ \ MON 1 ON GRA PATIO 1 ''. \, \. \ '\'\\, \\\'\ \\\\' \\` \`, \\1O1N�]�\ \X S\A E \� STAKE HOUSE 1 E, TO 1 --=-.`. -_>- BASEMENT FLOOR \ . �� BE RF_M VED E Lo FINISHED GRADE 1' MINIMUM 1 CV I ! \ \-\\\\ \\ SOUTH WING EFFI.UFNT PIPING PIPE IN S _ \ CLEAN LEACHING FILL 2' MAXIMUM ANDSCAPE BEd i PROPOSED FL EL.: 41.2 FROM fREACMENf TANK _ - - 1 PROP. I ` � ,�, \�\'•-,,\�\\�\\\\�\ OUT 4" SCH 40 TEE INLET, MIN. 4" Dia. CLASS 2,400 < 1 1 O1 -=\._ INV. EL PIPE OR APPROVED PIPE, PITCHED TRAFFIC BEARING SLAB STOPPER OR SLATE OR OTHER STOPPER OR �; =-` =35.94 EFFLUENT SAMPLING PORT ° NORTH WING NOT TO SCALE ® 1/8' PER FOOT MINIMUM-� OD i Q ENDuPLUG-- SUITABLE COVER -END PLUG 1 L BASEMENT FLOOR O O C� C- �_ _ � Q. A PROPOSED FL. EL.: 41.2 j O O C� 1=- O Q I w rrExrsr �� I �i Of m i 00 PRECAST z > - SEWER PIPE MANI101 E n _ �` CLEAN FINISHED GRADE EL. _ :57.50 SAMPLING I /�p LEACHING I 30-ELB 1 STY O PORT DISTRIBUTION I LLL ( - 3'�T 45 ELBOWS `a'I APpURrENANCES�p E AND PROPOSED E m vl z- OU7 DEAfOLISHED VE 7ROOF w a BOX I RINGS MINIMUM REhfOVEp ROOF I �� I �p �.� FINISHED GRADE EL. - 3fS.Ot) 1. .1 !L ---- - �, a a _ �'°` -' I E DIRT �N LK 40.2 ED I ___ , \DW r z > zSMAx BACKFILL MATERIAL TO BE O � I I- 4 -OVERHANG- , `J o o 714PER F7. MIN. CLEAN SAND & GRAVEL UUP I = 45-ELeows iso-WYE i PROP. - 3 In INV. EL PITCH--_ 2 5'MAX 00 -�- 1 25.4 0 3 O� L_, C-1 C ] I �' ALTERNATE 'A' ALTERNATE 'B' .6'LLEC OVERED`'DECK -_-_----- L =35.41 �Irly. EL _ �� �O I W CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICLE TRAFFIC L 51.0 "I Q g =34.89 INV. EL UI _ =34.79 1,300 GAL. NORWECO 1=3446 INv34.4t INV. EL CESSPOOL i I _ 0 r = IN ALL VIEWS, ALTERNATE 'A' IS FOR BENDS, Q t. J � 91 METE 25.2' � . _ C. UNITS 116.6 Z -- : P SINGULAIR TNT =34.,7 I �� , _ ��= --2 •4 25.7' �� 0'7 34 5' PROS 500/ 600 INV. EL (1 OF 1) 12' 1 ff -� I-� 0 L� ALTERNATE 'B' IS FOR USE WITH BLDG. EXTENSION/CONNECTION m Lu - r��_,_.. W TREATMENT UNIT INV. E 1 1 i OAF I A7�AC1-IED'. X� �-"- qg•1 o EL zz.,i I a �_ I> r ' I :i - .'' 1 STORY HOUSE CARPORT,: ® r 5 4-5' EFFECTIVE DEPTH F--B' DIAMETER I 8' DIAMETER 3' MIN. ABOVE CLEAN-OUT DETAIL GROUNDWATER NOT TO SCALE E b3. `-PRQP�_ 2 BEDROOMS p T j 2'MIN N EL 51.0\.N �I GARBAGEGROUNDWATCR o = � ¢' _ ROOF .DECK .�? �- 6 � `� 6 r, ,' BINS �..��1 sl'"'• w ' o W ' �I OVER y ( �� 51 .7 AREAWA�: C N �I N1 . STORY ,��. EXISTING .��`FI E v o o �' ') I c f. i 4': DIAMETER t 11 -. ' `"' 24.5' 1 _\ _._EXISSI��ALEGEfATIDN��_- 7 01.6' O 1 3 ^ HICHESF EXPECTED GROUNDWATER EL. 11.74 AS PER TYPICAL CESSPOOL DETAIL i' BRICK < �` FF - (�) MONITORING WELL S 53324.1 ON MAY 26, 2010 iB,7 CESSP��S� `U' 138.2' �� ��' 6 YI ON ALVAH'S LANE, NEAR MIDDLE ROAD NOT TO SCALE I I - To eE.REMOVED PROFILE THROUGH PROPOSED SANITARY SYSTEM OVERHANG A ori r '�� PROPOSED p0 EL 51.5 CLE UT _ TEST j _ 125.4'_ r\, ~'� y - j PROJECT I I� B1 _ Ls y f` s, 1 NOT TO SCALE DISTRIBUTION BOX �+ POLYLOK 20" D-BOX WITH LOCKING DE, IrHOLE _�!_ �s LIMITING c� Z COVER AND EXTENSIONS TO GRADE i _LEG. E� ,COVERED i } - v \ Y 1 I POLYLOK 20" D-BOX BOX PARTS: j �, h )., '- FENCE 1' PART NO. 3017-20 HEAVY COVER PART N0.-3017-C20 -, ,,•,. I CLEAN-OUT - r 0 .-�\ Y_»y'- _ ;� 7 o i Y_- - 1- MATERIAL - HDPE 6" TALL RISER PART N0. 3009 ---- L \ _° I r� 1 `, WA`Y GROUND EL. ±43.5 MAIN SANITARY 12" TALL RISER PART NO. 3009-R12 .h' DISTRIBUTION P' , LVE / IJV NI "y• p.VEE D � ! r PANEL pgNEL OUTLET PIPES TO HAVE POLYLOK 3049 ��• � � _ C � �, \_�, - R `?` `I, GENERAL NOTES: CONTROL MIJ- \>COF�� I ROOF - \ v,0u5 GR D,,v� y (., 3 SM BROWN SILTY 1 P ;., \ a EQUILIZER END CAPS LEVELERS W LER _ _ I r� 1 D I -.� �- _ I_ J rt. ��, 11 1. DATUM IS N.A.V.D. OF 1988. SPOT ELEVATIONS AND CONTOURS SAND st cf) Q ARE BASED ON PHOTOGFAMMETRY BY GEOMAPS INTERNATIONAL RAL Q (J, < E�'Q f[41'- '1'� yy`,. '0 26' FINISH GRADE T� DATED APRIL 22 2018. PALE BROWN 20AMP r- LANDS I E n --,500 GALLON -. �+-�, D4 20' SP FINE SAND ,n" ST - , _ ;; ;,•'.' J 6' WIDE i' RADr - C ��� f -�_ _100' SETBACK FROM TOP OF BLUFF 2. AREAS OF TAX MAP PARCEL: It EXISTING VEGETATION 1 ` �7 rP�i: sTAlrs �' ���A CISTING ��_GETATION e I I NORWECO yI SPIGOT SCTM 1000-119-1-13.1= 53,161 S.F. (1.220 ACRE) 4" PVC SCH 40 PIPE AND FITTINGS (BY GO 1 __{ _ } "- _ TN G.P.D. OTHERS) 1/4" PITCH TO DISTRIBUTION BOX `-- \�` �'- L' ITLI - 3. UTILITY LEGEND: TNT SEPTIC TAN r i r F �� oB I �� N wATE IZ - TEST HOLE DATA B 1 SCHEMATIC + ++ 4 100.00 RI R & GU ETERS & GAS SERVICE - G ----------{r------ Z _, ,, -k�; r N 1 W_ _ _ __ _ � vaLvt �r NOT TO SCALE ELECTRICAL DIAGRAM DISTRIBUTION BOX � ' � 23 -..E.. l _ _ _ _ _ - _ - - I -_;' - _ _ WATER SERVICE -�N - - -W-- ----- s ;_==3 - RO NO WATER ENCOUNTERED. NOT TO SCALE NOT TO SCALE -•a' I TPOLE 2 _ +-- ELECTRIC SERVICE --E----------- -------- ER r W- - / TEST HOLE BY MCDONALD GEOSCIENCE ,r,\_ra T , +► I M TER •i" - X TELEPHONE COMMUNICATIONS - T------------T-------- PROP. 3'- ROL'� b _ ---fr 00 w SMITH L 47.6 �� DUG: JANUARY 25, 2019 &IE r 16 54 _ _ _RFTAINaAIG-WALT--S (UTILITIES FLAGGED BY CTHERS.) MON /�/ `f' RISER WATER_MAIN aN1 - - - PERVIOUS GRAVEL ROAD) 4. TREE LEGEND: -Max- CENTER To CENTER 10' " WITH _ ( FLAGGED SIGNIFICANT TREE (THOMAS MUSE) 0 FENCE POST ISTING WOVEN WIRE FENCE, DOLE EX - - - - "i - - - T MIN. 14.5 GAUGE, --- _ MON 5. PROPOSED SITE IMPROVEMENTS SHOWN AS PER PLANS PREPARED WOVEN WIRE FENCE, MAX. s" MESH sPACINc MIN. 14.5 GAUGE, _ BY FARUK YORGANCIOGLU, ARCHITECT. MAX. 6" MESH SPACING FENCE POST, TYPICAL DRIVEN MIN. 16" INTO GROUND FILTER FABRIC 6. STRUCTURES ON ADJACENT PARCELS ARE SHOWN AS PER LOT COVERAGE TABLE AS PER ARCHITECT �� z N x N OFFICE RECORDS AND AERIAL PHOTOGRAPHS. ZONING AREA: R-40 RESIDENTIAL P MC• \ COMPACTED SOIL- o PROP. I/A SANITARY SYSTEM \ 7. PUBLIC WATER IS AVAILABLE IN THE R.O.W. OF SMITH ROAD. BUILDABLE LAND: 30,171 S.F. M° N 19 8. THE EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED MAXIMUM ALLOWABLE LOT COVERAGE: 30,171 X 20% = 6,034 S.F. x EXISTING GROUND GROUND \ �� HEIGHT OF FLOW GROUND 5000PD NORWECO SINGULAIR CLEAN AND BACKFILLED WITH CLEAN SAND, AND OR REMOVED ( ) GROUND / AREA WITHIN PROJECT LIMITING FENCE: 21,974 SF. < 43,560 S.F. 1 ACRE FII TER FABRIC TREATMENT UNIT AND SURFACE 15" MIN. L -� 17 5"� � v IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. ' DEEP CESSPOOL now or formerly: FILTER FABRIC III III z 9. EXISTING SITE IMPROVEMENTS (SUCH AS HOUSE, PATIO, DRIVE, eo • ',,-, •,, o,�ti F��o (1) 8 DIA. X 12 � I-1 GF tii T ti \ WALKS, ETC. SHALL BE REMOVED PRIOR TO THE CONSTRUCTION EXISTING LOT COVERAGE. of �/ ��S'g� s/ ' �'6�os CLEAN-OUTS, MANHOLE, SAMPLING JOHN & JANE INGRILLI �� ) FILTER FABRIC pal/ENEMY CeOrFs ��F �,QFc1'Q��c��� UNIT, ELEC. PANEL & DISTRIBUTION BOX c� OF THE PROPOSED SITE IMPROVEMENTS. HABITABLE DWELLING WITH PORCH (LIVABLE FLOOR AREA)= 1,856 S.F. s\ O MIN. 6" INTO GROUND X�4• ��'',r�i�S LOC. OF FUTURE CP SHOWN.) (HOUSE WITH PUBLIC WATER) 10. THERE ARE NO KNOWN WELLS WITHIN 150' OF THE PROPOSED OPEN DECKS = 398 S.F. PERSPECTIVE VIES F�� --j 4" I- _ �qT s ocrTo�c��r�2 ( G X \ CESSPOOLS. EXISTING LOT COVERAGE- - SECTION �\ 2,254 S.F. < 6,034 ALLOWED CONSTRUCTION NOTES FOR TEMPORARY SILT FENCE WITH STRAW BALES O �P6,F �S 'U 9T�F' KEY - F���'�\PG�' 36.9X 42.4 \ 11. FLOOD ZONE BOUNDARIES ARE TAKEN FROM PRELIMINARY DIGITAL PERCENT LOT COVERAGE= 2,254/ 30,171 - 7.5% < 20% ALLOWED i. WOVEN WIRE FENCE TO BE rASTEPIED To FENCE POSTS WITH WIRE TIES OR STAPLES. f�ygF /o�S GPR FLOOD HAZARD MAPS PREPARED BY F.E.M.A.; DATUM= NAVD 1988; 2. THE FILTER FABRIC SHALL BE FASTENED SECURELY TO THE WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT THE TOP V ` roti O�� `vc•�'LSS yC� EXISTING 1 STORY HOUSE F.I.R.M. PANEL= 36103CO506H AND THE MID SECTION ��r T ' O 4 PROPOSED TO BE DEMOLISHED �_„ g 3. WHEN TWO SECTIOPIS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6 AND FOLDED. �11 ��, ��ti / 12. NEIGHBORING WELL AND CESSPOOL LOCATIONS ARE SHOWN PROPOSED LOT COVERAGE: 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL SHALL BE REMOVED WHEN 'BULGES' DEVELOP IN THE SILT FENCE. l �' AS PER OFFICE RECORDS, AND SHOULD BE VERIFIED IN THE - 5. POSTS: STEEL, EITHER 'T' OR UD' TYPE OR 2" HARDWOOD FIELD PRIOR TO CONSTRUCTION. HABITABLE DWELLING (LIVABLE FLOOR AREA)= 2,045 S.F. FENCE: WOVEN WIRE, 14.5 GAUGE, 6" MAX. MESH OPENING T -9 PROP. FINISHED GRADE x EL 51.0 / 13. PROPOSED BASEMENT FLOOR CONTAINS STORAGE AREA AND COVERED DECKS= 1,663 S.F, FILTER FABRIC FILTER x, MIRAFI 10ox, STABILINKA T140N, OR APPROVED EQUAL_ \\ EXISTING CONTOURS \ MECHANICAL SPACE, ALONG WITH OUTDOOR SPACE. CARPORT= 562 S.F. PREFABRICATED UNIT: GFOFAB, ENVIROFENCE OR APPROVED EQUAL 1�Irnrc�lr�n RATION ORADnlONTO 40 AREA UNDER OVERHANG (NO STRUCTURE BELOW) = 659 S.F. {► ® tigllk'P'ih'"•P RFARINGALICENSED NO nq,SsfmI,SAVIOLATIONOFSECTION PROPOSED NEW CONTOURS 00 �\ 14. THE EXISTING HOUSE IS SERVED BY PUBLIC WATER. PROPOSED LOT COVERAGE- 4,929 S.F. < 6,034 ALLOWED PROJECT LIMITING SILT FENCE DETAIL „'e en:�loei3OFTHE NEW roRlt 0 �0� �,�� 15. EXISTING SANITARY SYSTEM IS SHOWN AS PER OFFICE PERCENT LOT COVERAGE= 4,929/ 30,171 = 16.3% < 20% ALLOWED NOT To SCALE . C 1n Cr.niISSURVfYMAP NOT BEARING THE PROPOSED HOUSE RECORDS, AS PER OTHERS. 1;\IID SI'RVEYOR'S GREEN INKED SEAL OR EMBOSSED 1 ; ;L A.SHALL NOT BE CONSIDERED TD BE AVALID l,I[ 16. SEE DEMOLITION AND CLEARING MAP OF PROPERTY FOR DEMOLITION REVISED: AUGUST 17, 2020 (AS PER EN-CONSULTANTS) IIRTIFICATIONSINDICATEDHFRONSIGNIF/THAT / AND CLEARING INFORMATION. I � 'o _ 11NWITH SSURVFYWASPREPAREDINACCOROANCEFIVEY PROPOSED DECK & CARPORT -PROPOSED MAP OF PROPERTY REVISED: JULY 8, 2020 (LINE WEIGHT & COLOR) T IEE%ISTINGCOOEOFPRACTICEFORLANOSURVEY 17. EXISTING 4' DIAMETER BRICK CESSPOOLS (CP) ARE SHOWN. -----,----;:----;---,-PROPOSED- --- A 10PIE0 BY THE NEW YORK STATE ASSOCIATION OF DRAINAGE CALCULATIONS• ! it REVISED: JULY 6, 2020 (PEG. LIMIT) P;orlssloNAuaNnsuavlYoasSAID CERnFlcnnaNs 18. NO EXISTING DRYWELLS 'HERE FOUND. STORM DRAINAGE DESIGN �T FOR PROPOSED 3,685 S.F. NON TURF; ' -'- ----1Ii 5 IAII RUN ONLY TO THE PERSON FOR WHOM TI# \ \ '\ REVISED: JUNE 25, 2020 (KEY & BUFFER AREA) S,IRVEYISPREPAREDANOONHiSBEl1ALFT0TLEND HE BUFFER AREA; SEE BUFFER \ \'` \ 19. ALL AREAS CHARACTERIZED AS BLUFF ARE SO CHARACTERIZED 1. ROOF RUNOFF 1. EXISTING PAVEMENT ELEVATIONS WILL BE MAINTAINED AT NASSAU POINT ROAD. E REVISED: JUNE 5, 2020 (KEY) 71iL1COM"ANV,GOVERNMN,ANDTOTHENTAL ANDGNEE'SG \ \ \ \ \ \ / BASED ON MATHEMATICAL DETERMINATION THAT THE BLUFF SLOPE PROPOSED HOUSE ROOF MEASURES 5,003 S.F. 110NLISTEDHEREON,ANDTO7HEASSIGRILN LANDSCAPE PLAN BY OTHERS .:= =t`''-_``__:. ._'`,_\ 1N*JOE AL ISON M. BYERS 2. PROPOSED PERVIOUS DRIVEWAY SHALL PROVIDE SMOOTH TRANSITIONS TO ' fiJQV � O 202 REVISED: MAY 29, 2020 (EXIST. & PROP. CLEARING LIMITS) oFTNELERrI'NGINST11uTloN cEanncnnoNSAaENot IS 20% OR GREATER, AND THE DIFFERENCE IN CONTINUOUS HEIGHT REQUIRED: 5,003 S.F. X 2" RAIN = 833.8 C.F. EXISTING (PERVIOUS GRAVEL) SMITH ROAD. U TRBErERABLE TO70ADDRIONALINSTtTUTIONSOR PROPOSED PROJECT LIMITING / BETWEEN THE BOTTOM OF BLUFF AND TOP OF BLUFF IS EQUAL 833.8 C.F. OF STORAGE REQUIRED 3. PIPING BETWEEN DRAINAGE STRUCTURES SHALL BE 15" DIAMETER MINIMUM I SITUATE REVISED: MARCH 27, 2020 (PROP. SITE IMPROVEMENTS) SUBSEQUENT OWNERS FENCE USE: 3 REVISED: MARCH 19, 2020 (AS PER ARCH. REVIEW) TO OR GREATER THAN 20 FEET. O 8'DIA X 7'DEEP DRYWELLS DOUBLE WALL HDPE PIPE. I AREA= 21,747 S.F. <43,560 S.F. (1 ACRE) 887.0 C.F. OF STORAGE PROVIDED v REVISED: JANUARY 31, 2020 (FEMA & CONTOUR INTERVALS) \pNp1.lANpS 20. "BUILDABLE LAND" AREA LANDWARD OF THE TOP OF BLUFF LINE 4. ROOF LEADERS SHALL BE DIRECTLY CONNECTED TO LEACHING STRUCTURES. NASSAU POINT 5C' PT S G9G MEASURES 30,171 S.F. 2. COVERED OUTDOOR AREA (IN BASEMENT) ---.-. - . -----.--- -• REVISED: JANUARY 24, 2020 (UTILITIES) Mr EDGE OF EXISTING CLEARING; ±19,450 S.F. AS SHALL HAVE 4 FLOOR DRAINS, THAT ARE REVISED: JANUARY 16, 2020 (PROP. SITE IMPROVEMENTS) 2�. T p APPROXIMATED FROM GEO-MAPS PHOTOGRAMMETRY 21. SOLAR COLLECTORS ARE PROPOSED ON ROOF DECKS. SEE PIPED TO A DRYWELL. (THESE DRAINS TOWN OF SOUTHOLD REVISED: JANUARY 10, 2020 (POLE & TREE LOC.; MANUAL 19,450 / 53,161 = 36.6% EXISTING CLEARING ARCHITECT'S PLANS FOR ADDITIONAL INFORMATION. COLLECT INCIDENTAL WATER, RAIN OR SUFFOLK COUNTY, NEW YORK STAKEOUT OF TOP OF BLUFF LINE) 1 22. CUT AND FILL CALCULATIONS: SNOW.) PROPOSED DRYWELL, LABELLED EDGE OF PROPOSED NEW CLEARING 'CDA', IS 8' DIAMETER X T DEEP. " APPROXIMATELY 187 C.Y. CLEAN SAND/ LOAM TO BE TRUCKED IN REVISED: SEPTEMBER 7, 2018 (AS PER ARCHITECT) P '�' � y�° REQUIRED: 2600 S.F. X 60% X 2" RAIN = s, NO.a9 �� PROPOSED AREA OF NEW CLEARING FROM AN APPROVED SOURCE. SURVEYED: MAY 16, 2018 iy° the Sta(e°� _ (5,390 S.F. SEE PROPOSED DEMOLITION AND 260.0 C.F. OF STORAGE REQUIRED ROBERT A. SMITH, L.S. 49239 CLEARING MAP OF PROPERTY BY SHW&S SURVEYORS 23. PROJECT LIMITING FENCE AREA = 21,747 S.F.< 43,560 S.F. (1 ACRE) USE: (1) 8'DIA X 7'DEEP DRYWELL 295.7 C.F. OF STORAGE PROVIDED SCALE: 1" = 20' LAST REVISED JULY 8, 2020 3. PROP. DRIVEWAY WATERSHED S. H. W. and S., LAND SURVEYORS P.C. PROPOSED TOTAL CLEARED AREA = SQUIRES HOLDENEISENBACHER & SMITH 19,450 + 5,390 S.F. = 24,840 S.F. REQUIRED: 2256 S.F. X 60% X X 2" RAIN = 20 0 20 40 so � � 24,840 / 53,161 = 46.7%PROPOSED TOTAL CLEARING 225.6 C.F. OF STORAGE REQUIRED •: 1 . ;, ,- . „ LAND SURVEYING - LAND PLANNING - ENGINEERING USE: (1) 8'DIA X 7'DEEP DRYWELL FRW EDWARD P. ARMUS, P.E. No. 84106 SOUTHAMPTON NEW YORK 295.7 C.F. OF STORAGE PROVIDED GRAPHIC SCALE: 1"=20' LABEL: DWY DW 15370-13.1-prop-20.dwg 8 857 P 99-101,114 JOB No. 15370 N C13011 SUFFOLK COUNTY TAX MAP DISTLITTLE PEC 0 NI C BAY SECTION 119.00 — — ICT 1000 S 02.39'23., BLOCK 01.00 .�_ W PARCEL 013.001 e � 00 Lri -,►.. ` 4 DEBRIS LINE-,, ZONE VE (EL. 12) _ � '�....., SrEps — GROIN BULKHEAD .4 4 ' 4 y ZONE X �J I LANDING . -' SHORELINE OF TOE OF BLUFF I 5/16/18 <' -- - - - _ - - - - �5 .;; r ^.:x'�Y;4,,. v^. ...,< y :,�^'�r�7nntat;:�i�i^s�.M.,< „d•�"��2., :.. ,,, :..,: - J J G; _. STEPS CT'/A p c •3 w, - ` Terri � 1rM� :- � K:�I , ,.•k, _ I LANDING 00 2.a¢ Wits CJ - ,.,i..»Y�.7a'u3"# iPe,fm�:}'S#"�'7f✓ 1rePrP;+'!AT'kAMR•,A"�,.. ._ .._. ,-- } •I`"r''�kN"�Y"7Xn�_a+°, rs:,;l:: .� .,✓ .,,,s°' '' 'SEdkda,�Ih,e..YJiR+^2zArvmiEhWeti kri Pith .. --.. _. ,SPC.:'Mk"eEN".'.�GXC:'aMl4' n.:%d4M ,'^,'i - I ✓,.. AY ... �M a w STEPS m e w �, tA 7x, F` \\ . LANDING p� - �\� v\� v� \` v v \ , 7'� r,� I \ \v v / 5 0 \ � v � � �' `S `A L\ v S TA L � ; ' �• L��\ ; I�V�V ,.:- EkISTI <LLj , SHOWER ON GRADEPATIO i e� 30" so �i�� v m -k___ BE REMO �0 L_ �j�/�0 Q m LANDING 0_.._ 4- '-1 ' �j C.c�� a, Q STORAGE 1'� PORCM i S �` � � ���` m T p I o z Fy m ` � ;� C� � � w _ ENCLOSUR ) �r ;:;r U l Q - - °V '� ,� ° Z � ! W o ��, EXISTING I a _ -------___-- Q ________ -_ _ ° Q �; i ELEC/q AND APPURTENANCES HOUSE �.. 116.6' I � ENANCES METER DEMOLISHED TO BE w I T AND REA40VED A 48. 3.7 rel � zs11 j --�., a� r y,F r o -t _ , DECK 4-�� a �� w 0 ? I EXISTING .1 F E A l � 4 DIAMETER � i BELOWBREEZEVIAy EXISTING VEGETATION o _ O ° z -_ BRICK � WOOD BLDG -1 STATION N U STEPS - d CES Sf'f�.O LS XX el 4 100 ! 4-. r.APRON CONC. WALL ¢ G r S 1 � r I , w ''�P� ti R�' r r ` 0 C O F L A I S A�PQM 101' C>F O J �\R $�� I � �j EXISTING VEGETATION SPIGOT i OF G„^ -WITHHULL WATER � EXISTING VEGETATION _, �I- NP� ��� ,.���� z N 1 1'17'00” W 100.00 GUY & RISERS' METERS & d cEo - - VALVES =---- 149.23 POLE 2 POLE TH N "w _�v ROAD 16'54 00 ��ir; �ra�r�h �I ,Ir� _ SMI ------------------ �a MON WITH RISER _ POLE _ MON �ON� now or formerly: 0 Q�� S X JOHN & JANE INGRILLI FOCF Q of �g VEM��� wqT X .4 TFRS A C/J� LEGEND NOTES �6.y � O?ALTERATION OR ADDITION TO o� `�(1, "�V\. � EDGE OF EXISTING CLEARING; 119,450 S.F. AS 1. DATUM IS N.A.V.D. OF 1988. SPOT ELEVATIONS, e FFARINGALICENSED IAND CONTOURS AND EXISTING CLEARING ARE BASED ON 0- rISAVIOLATION Of SECTION '___� APPROXIMATED FROM GEO-MAPS PHOTOGRAMMETRY � ;ION 2,OF THE NEW YORK ,� ' 19,450 / 53,161 = 36.6% EXISTING CLEARING PHOTOGRAMMETRY BY GEOMAPS INTERNATIONAL, DATED MON 'v APRIL 22, 2018. TOP OF BLUFF LINE AS MANUALLY ..T�,SSURVEYMAPNOTHEARINGTHE o STAKED OUT AND NUMBERED ON LOCATION, DATED ver;;R S GREEN INKED SEAL OR VRGSSED EDGE OF PROPOSED NEW CLEARING ILL NOT BE CONSIDERED TO BEA VALID �_J JANUARY 10, 2020. CuPY — )020 — CE rLICATIONSINDICATEDHERr,NSIr,NIFYTHnT 2. AREA OF TAX MAP PARCEL: NOV 3 O THISSURVEYWAS PREPAREDINAGCCRD I1 F`WITH PROPOSED AREA OF NEW CLEARED VEGETATION SCTM 1000-119-1-13.1= 53,161 S.F. (1.220 ACRE) THE EXISTING CODE Of PPACTICE FOR AND SURVEYS ADUPTEDHYTHE NEWYORKSTATE ASSUCIAT10Nof 5,390 S.F. 3. UTILITY LEGEND: PR Jf LSSIONAL LAND SURVEYORS.SAID CERTIFICATIONS SLAILRUN ONLY TOTHE PERSON FOR WHOM THE TELEPHONE/ COMMUNICATIONS $ -F.yISPREPAREDANDONHISBEHALFTOTHE PROPOSED NON-TURF BUFFER AREA WATER SERVICE ^ T ,(' '"ANV,GOVERNMENTAL AGENCY AND LENDING 3,685 S.F. -'.ONLISTED HEREON,AND TOTHE ASSIGNEPS ELECTRIC SERVICE C 'I_ G INSTIruIIOIN CERrlfICAIIONSARE NOT GAS LINE T ,E- IL TO ADDITIONAL INSTITUTIONS OR - PROPOSED DEMOLITION & SUBSEQUEN OWNERS DEMOLITION AND CLEARING NOTES (UTILITIES FLAGGED BY OTHERS.) 4. TREE LEGEND: CLEARING MAP OF PROPERTY REVISED: AUGUST 17, 2020 (100' SETBACK LINE; REMOVAL NOTES) 1. EXISTING AREA OF CLEARING MEASURES ±19,450 S.F. FLAGGED SIGNIFICANT TREE (THOMAS MUSE) FOR AS APPROXIMATED FROM GEOMAPS PHOTOGRAMMETRY REVISED: JULY 8, 2020 (LINE WEIGHT & COLOR) 19,450 / 53,161 = 36.6% EXISTING CLEARING j ��( REVISED: JULY 6, 2020 (DEMO. INFO.) 2. NEW PROPOSED AREA OF CLEARING MEASURES GROUND EL. ±43.5 ALISON M. BYERS REVISED: MARCH 27, 2020 (DEMO. & CLEARING INFO.) 5,390 S.F. REVISED: MARCH 19, 2020 (DEMOLITION INFO.) 3. PROPOSED 15' WIDE NON-TURF BUFFER MEASURES 3' SM BROWN SILTY REVISED: JANUARY 31, 2020 (FEMA & CONTOUR INTERVAL) 3,685 S.F. SAND SITUATE 4. EXISTING PLUS NEW CLEARING MEASURES 26' NASSAU POINT REVISED: JANUARY 24, 2020 (UTILITIES) 19,450 S.F. + 5,390 S.F. = 24,840 S.F. PALE BROWN REVISED: JANUARY 16, 2020 (SCALE) 24,840 / 53,161 = 46.7% TOTAL CLEARING I 20SP FINE SAND REVISED: JANUARY 10, 2020 (POLE & TREE LOC.; 5. REMOVE ALL EXISTING U.G. UTILITIES AND BRICK l- �_ TOWN OF SOUTHOLD MANUAL STAKEOUT OF TOP OF BLUFF LINE) CESSPOOLS WITHIN THE PROPERTY TEST HOLE DATA eB-1 REVISED: SEPTEMBER 7, 2018 (AS PER ARCHITECT) SUFFOLK COUNTY, NEW YORE NOT TO SCALE SURVEYED: MAY 16, 2018 ����NAL(�,� p CEMCNT OF PROPOSED STRUCTURES SHOWN NO WATER ENCOUNTERED. OK-PEON MAY BE SUBJECT TO LIMITATIONS TEST HOLE BY MCDONALD GEOSCIENCE ROBERT A. SMITH, L.S. 49239 S CAUSED BY ENVIRONMENTAL CONDITIONS, ON- DUG: JANUARY 25, 2019 SCALE: 1 " = 20' S. H. W. and S., LAND SURVEYORS P.C. SITE, AND OFF-SITE CONDITIONS, EASEMENTS, S UIRES HOLDEN WEISENBACHER MIT J COVENANTS AND RESTRICTIONS OF RECORD AND 20 0 20 40 60 n SUBJECT TO VERIFICATION BY GOVERNMENTAL 1� y AGENCIES HAVING JURISDICTION. LAND SURVEYING — LAND PLANNING — ENGINEERING \� 'tip 4�f�S` „ SOUTHAMPTON — NEW YORK 't GRAPHIC SCALE: 1 =20 StUte� 15370-13.1-demo.dwg B 857 P 99-101,114 JOB No. 15370 — C13011 SUFFOLK COUNTY TAX MAP DISTRICT 1000 LITTLE PECONIC BAY SECTION 119.00 SS _02.39'23" WJJJ BLOCK 01 .00 PARCEL 013.001 uPfG5h."',Y;^"zx .7ri§?3.§°Y.xayM6E:'c '..q. er O `n NDEBRIS LINE--, - GROIN ZONE VE (EL. 12) �. -. 256.07, DEBT _ BULKHEAD ` 4', – _� "►�.,� ` STEps ZONE X - - - GROIN �.� �.G LANDING SHORELINE OF -TOE OF_BLUFF X - - - -�I-- 5/16/18 -/ 6 . ,,a STEPS EXISTING 3' WIDE TIMBER BEACH STAIRS n DING LA i N i STEP via \\ r r LANDING �\ v E -L.� 15 WIDE AAS �A , _-. �.\ �� •.PRO L._ \` �\ AK `\ \ POSED BIRO SQ. ~–> �� ; A� :� TUR 'BUFF X ' ON M��J PROPOSE vEGETATioN e \ 50 A \ v _ N� \ \ —`.., A ...... . J - i W > w �� �V✓� n✓ �n� I JJ> CLF 4� ,maata PROPOSED VEGETATION J �� L z J L J 1 J J fr f Z L L �GETATION J r 1 L PROPOSED V I 1 L > D LANDSCAPE BED �✓x�^� '' ftf LL w m ..v✓ w�� ref L E m n Z ���✓vim — - OF OVERHANG _ r PROPOSED VEGETATION _ .P _ u L ROOF ru 0 � � , ° Q o z � 48� ; Lt I o � z PROPOSED 1 STORY HOUSE W o U EXISTING VEGETATION Z N , o Of ! DRQ LLQ VEL A w — LANDSCAPE BED _� 1�_ x I `^`^'�'>N ` PFRV10US GR . ? _ ' t f ��rS ��^�� ���n^�^� EXISTING VEGETATION H SPIGOT 00 `; �✓n^ GUY & RISER — — I- EXISTING VEGETATION _ , X� �� , ' rx,.x, PROPOSED VEGETATION 100.00 WATER z P��q N 11'17'00" W -METERS & - - _ - - VALVES _.- 14g.23' POLE 2POL — __ p W 16• I•��,� - ROAD E � N 54 � SMITH MON WIv RISER - `A' — �P�� R POLE MON _ — �E SOON J— now or formerly: tip , JOHN & JANE INGRILLI RLACEMEDdT OF PROPOSED STRUCTURES Sk10WN � �'�'�" HERE 5 AY-BE SUBJECT TO LIMITATIONS '" �� .. CRUS BY ENVIRONMENTAL CONDITIONS, GN- EOG 0 SITE, A DOFF-SITE CONDITIONS, EASEMENTS, F 0/(_ COVEN NTS AND RESTRICTIONS OF RECORD AND �qV S_UBJEG TO VERIFICATION BYGOVERNMENTALq .•.1.� ,� FMFNT AGF_NCiE HAVdNG JURISDICTION. 3 O 2020 o FTR RsnAITRINGANORr)L)[Ar, o r FFFPiN A LIGEf SED LAN � _ � LEGEND NOTES T � t6YORK 1 LLJ O AO �t\' Th%SURVEY MAP NOT REARING THE o �` r V I =� EDGE OF EXISTING CLEARING 1. DATUM IS N.A.V.D. OF 1988. SPOT ELEVATIONS, -`,��/ '.YOH'S GRTFF fNKFD SEAL OP ENP�OSRED _ CONTOURS AND EXISTING CLEARING ARE BASED ON NOT BF r v <<<)TORE AVA D PHOTOGRAMMETRY BY GEOMAPS INTERNATIONAL, DATED EDGE OF PROPOSED NEW CLEARING n icAT - MON . F_ J APRIL 22, 2018. TOP OF BLUFF LINE AS MANUALLY Hssur� , V i �� `--- STAKED OUT AND NUMBERED ON LOCATION, DATED HEFxi�;INGCOUErFPPAG111aFOR FAHo`WrVFfo EDGE OF PROPOSED NEW VEGETATION JANUARY 10, 2020. ATOP U By THE r V YORK STATE ASSOG ATiO+r nF r,T✓ FROFE�51 hAL LA!]SUR'JEYORS.SAID CE FSIFILPT'^r16 2. AREA OF TAX MAP PARCEL: �' ^rd,v TD THE PERSON FOR WHOM THE v J and Ni RFH'1l.TTo i --- PROPOSED AREA OF NEW VEGETATION SCTM 1000-119-1-13.1= 53,161 S.F. (1.220 ACRE) H rcfAr r„ ------_� 8,195 S.F. 3. UTILITY LEGEND: LO)N,Ati utHEm s iION.L-_RT,�9A1��.. n7FT PROPOSED NON-TURF BUFFER AREA TELEPHONE/ COMMUNICATIONS - " r' 3,685 S.F. WATER SERVICE - 'rb Vv ELECTRIC SERVICE -- PROPOSED TOTAL VEGETATED AREA GAS LINE - -� - PROPOSED VEGETATION (UTILITIES FLAGGED BY OTHERS.) EXISTING PLUS NEW CLEARING = 24,840 S.F. 4. TREE LEGEND: MAP OF PROPERTY REVISED: AUGUST 17, 2020 (100' SETBACK LINE; EXISTING SERVICES) PROPOSED NON-TURF BUFFER = 3,685 S.F. FLAGGED SIGNIFICANT TREE (THOMAS MUSE) FOR REVISED: JULY 8, 2020 (LINE WEIGHT & COLOR) PROPOSED NEW VEGETATION = 8,195 S.F. REVISED: JUNE 25, 2020 (NOTE) TOTAL PROPOSED NEW VEGETATION = 11,880 S.F. GROUND EL. ±43.5 ALISON M. BYERS REVISED: MARCH 27, 2020 (VEGETATION INFO.) 24,840 - 11,880 = 12,960 S.F. REMAINING CLEARING REVISED: MARCH 19, 2020 (CLEARING INFO.) FOR NEW CONSTRUCTION 3' SM BROWN SILTY SAND SITUATE REVISED: JANUARY 31, 2020 (FEMA & CONTOUR INTERVAL) 12,960 / 53,161 = 24.4 PROPOSED FINAL CLEARING 26' � NASSAU POINT REVISED: JANUARY 24, 2020 (UTILITIES) 26' 1 SP PALE BROWN REVISED: JANUARY 16, 2020 (SCALE) FINE SAND REVISED: JANUARY 10, 2020 (POLE & TREE LOC.; TOWN OF SOUTHOLD MANUAL STAKEOUT OF TOP OF BLUFF LINE) TEST HOLE DATA '1$1 SUFFOLK COUNTY, NEW YORK REVISED: SEPTEMBER 7, 2018 (AS PER ARCHITECT) e NOT To SCALE SURVEYED: MAY 16, 2018 NO WATER ENCOUNTERED. ROBERT A. SMITH, L.S. 49239 TEST HOLE BY MCDONALD GEOSCIENCE DUG: JANUARY 25, 2019 SCALE: 1 " = 20' S. H. W. and S., LAND SURVEYORS P.C. I SQUIRES, HOLDEN, WEISENBACMRy,; $t,, ,SMITH 20 0 20 40 60 LAND SURVEYING — LAND PLANNING — ENGINEERING- SOUTHAMPTON NGINEERINGSOUTHAMPTON — NEW YORK GRAPHIC SCALE: 1"=20' 15370-13.1—veg.dwg B 857 P 99-101,114 SUFFOLK COUNTY TAX MAP DISTRICT 1000 - 0 ami SECTION 119 . 00 0 ` ! ■ BEACH ■ jQm 'I � �BLOCK 01 . 00 m o 'LITTLE PARCEL 0I . o3 001 � I CL I, ail I ,I F°- I N _ c — �._.m ---._ ---.-.. - m.. N_. _ E v� aTi Proposed 15 wide non turf . - ----- z � buffer adjacent to bluff crest 4° _M P E a W N ' ' � � 0 CU M 3685 sf. Maintain existing native � - —a�� ---- — - �--� — C) CL 0 a c10 , vegetation , remove invasive - _ __ Aa a I species t o be maintained and 4 4 .._ - �..R. . . ----_-w�. - �a.M _ __ �----- 45 N w_. /' _�..w_ 10. �_.-- HOUSE 4 7 / ,. ..� �` 10 , supplemented with additional - ----�_ _ . �7 = � �' 48 -0 00 native plantings ( see list) . , ` U2 0 4� r" 49 a °' ;� � C -.J ✓ Photo P into -0 4— O O 50 N = IOiN N + O CD <Z NIN N � N ` � �, N N '` ti. •— N LS2 o m Cn NORTH a Oto Poi - 9 ' r, ! E3 23" L7 e to I 1�,Rv. � f Photo Point �- / - , ' z �°° TOP OF �L�IJFF � z1 _ N " � � ~ °' SCALE . 1 10 NE1 N4 LANDWARD EDGE OF 15'WIDE NON—TURF NATIVE PLANT BUFFER Photo Point R N _ Existing Top Of Bluff 'Non- Turf Buffer Area. Observed Native Plants To Remain Un-Disturbed including: j 3---- --- - 256.0 ' � • � s Opuntia humifusa (Low Prickly Pear) Cactus Family Arctostaphylos uva—ursi (Bearberry) Heath Family z o 4. 4 2' 4 X - 'S'r:Ps Schizachyrium scoparium (Little Blue Stem) Grass Family Aronia melanocarpa (Black Chokeberry) Rosoceae Family Q N J Z N 5 Artemisia ludoviciona Nutt. (Gray Sagewort) Aster Family Festuca rubra L. Nutt. (Red Fescue) Grass Family ai N 8 �TOEOFBLUFF �ANDING> ; Solidago sempervirens (Seaside Goldenrod) Aster Family Hudsonia tomentoso Nutt (Wooly Beachheather) Acanthus F. LO .°? E M ? E, IS WIDE Limonium carolinianum (Sea Lavendar) Leadwort Family Panicum virgatum (Switch Grass) Grass Family �/ ° co A TIMBER ST I 7o BEACH 6 Myrica pensylvanica (Northern Bayberry)Myricaceae Family Black Locust / Eastern Red Cedar/ Oak (red&white) 15 Non-Turf BUFFER AREA 0 New'England Cape Grass/Black Cherry/Dune Lichen/Mosses ACTIVITY LIMITED T W 2 ' o , ---, U. ---------- -------------------------------------------- 77 A Ina Removal /Monitor i t k[d f � Invasive I ve -- i 4 In and ullln 1 00 --- - _ ; 1 . ILonicera ( shrub &vine . . � . s . 1 forlimitedm � ° : , � , ms) � � �. o �t ,u ,��ti r , w? � fi e v i d e n t seed bank. 2. M °PR °. PO y,� .: ..� .'d,,. a"rt ..e:t" .• •'.i ��{;.�'. W .`:�.'.Y. :. `'A , "v �'a ry['" sp Y .^ N, N 1� F � � ,r � , . ,.� � �. .. .. � �: ,� . . . .�� � -� Elaea nus �limited individuals zL .a a M„" t': f. Y .. c H ,... Ii�FYd 11 OF BL h A U . ,, -.y ,; . . >, ,. .,,, , .„ w Yl. , •,per", a.. +.' .,a- .: + ,-:. s 3„.,r. -. .,.._.,R'4'T.a. u..,., .• . :x,,,..'K. .,A- ,..: .:.,: �< f .-.,,, _ k. ..,. �xs. seed ba s �I w r v, bank. o a t r: o Multiflora _ w individuals I � 5 .. ' .w"iA. . , .,. .,. ,;;: .: •fit,r.,,:. . ;". g _,•'., rt , rs,' s severa . ,r b_ = , : � evident seed bank. 4. ON I CO x .,_, ATI ,• ,:,. ,r., ',' f' ;- 1` .; .,x ' a . ssorted herbaceous rn sc 8 ° I ' .,. .. ., LAND A 2 . „ _ ,, f a, BED r ,o ,- , _ _ er nnlal - • � � s ( garden cen r var. ) limited) 'ted Individuals. 5. eLL4 a , w T ST I STY '' z _ Miscanthus ted r o � u s ve limited m l gE oo y ' , Eo — DW Q n evident seed bank. OP. W K —OVER NG- , � ►� 0 CO RED DEC 5t.0 rco L.� .� w � 3 " r Q, z, I o .;_-.�.� PRO OS I D , 4 F � ...._.°.�..�. ATT � ®X .... . ,� ��: �;� , .... ;r:a ��` ,. . Limited PlantingPro � , / Proposed ��R CA L 51.0 I �',NS PROP AGAS SVC. w:o ,. O W ,.” 'iY y;> ��G _ , _ ° 40 3 - _ o Gal . Myrica 0 (� u I SGS N ens Ivanlca 5 a N E 1 Ex. Buffer, View LookingNE 2 Ex. Buffer, View LookingS p y LEC. P L T covEREo DEC OVERHANG U) 6 0 1 gal . Panicum virgatum . . . _ r. ..-.. _. ° � CLEAN �� ° PROPOSE Z 500 plug . Ammophila � ,op r�� ._ � rn� r i� � � _��.... s.��-� PROJECT r . . M . � .,;��F 0 LIMITING brevlllgulata ... .:d.,.... LIMI 9 � <.� PER FENCE ° p OF. p a G v [�i q ° { ( all weed free) . I 3 o PROP. PROP BURIED z ELEC IR 500 GALLON STA ti t LP TANK ` ;�Y l r a Areas selected for planting : A d p g I e METE SPIGOT � �4;� ::,i�t � `; rR�” ,k. �. °� I F ' p` i z, a ,P : sn ��, T U OQ � � WATER .,; r ,., � , �. M _� �,,.. ;� , .. ,� ..,w .,�� exposed o s e d s areas P: S� - � RS � �Y � ,t s I n e G'A�VES , a -.w ` s os 5 non — turf buffer 3 " proposed 1 POLE WALLS »: :,r � ,; GUY MIT ROAD =� � , ._ � a adjacent to bluff face. : MON . � � .� a;'*� �.. P ���4 �i � . � Fir,:, .w. � ��`,;� �n � 4 7 H R RMA , a �: . y: o.. � 2O2C� T II �liillll � S ,. , a ,. S.. 4 -� ,r P I TIN .; '� <, � . � °„ .>, . � � ,f � 4 ���, � i l ,�. � . ".r .�, P ...EX �� , ,�., . � r� . , , ..,,� .�. , I� ���, �:�� � � � �:� Soil con I I r w , y 1 r 1 vv gg d t o n e sMON „ „. _. „ .,: ,:d _, ., s ,,:; •,.,,.�y, °. ,YK, ,„ fi ; Z ,y ` `a.* .:.:` r'd6': 'k'C f •., .i ;:.;�. "(/:„7p. ���� I7 � ,»:,. >. '`*.... "€.s,:,,,.,,, ,- r, �c' z.. . ` ,x. *W, •no : only„ �, .a! ?• ,„, ” :'° ir �7 l II''r�l i ' ��*'- a :j +h.. � a e d to b o cert. w free e e MUSE DESIGN INC . ... to soil Com ost . 4 SANITARY SYSTEM r p , . I/A , PROP SANT , 500GPD NORWECO SINGULAIR Y 4 { ' TREATMENT UNIT AND NOW OR FORMERLY: allowed . No > > JOHN & JANE. INGRILLI ( 1 ) 8 DIA. X 12 DEEP CESSPOOL , fertilizers. M ..,,. (HOUSE WITH PUBLIC WATER) CD MANHOLE SAMPLING CLEAN-OUTS, X " DISTRIBUTION BOX ���' Ol UNIT, ELEC. PANEL & s Al V s C) X II II (LOC. OF FUTURE CP SHOWN.) ��P�PC� 36 • 4� • 4 �o COLOG CI AL DESIGN PROJECT MAN GEMEN }y �yy �q p ¢ .,\ 4 a ,d�`°^�a. ,..Per ;S d m.,s`3 1 1 d c,. 3 F �'m=.i..4 t a / \ PROP. FINISHED G RADE x EL 51.0 BASED ON SURVEY DATA PROVIDED BY: KY - I 3 Y s ,fir ..,>aw:I�� � I� �(�r 7 �::�r�f � r r BYERS ROBERT A. SMITH, L.S. 49239 EX I w HOUSE S. H. W. and S., LAND SURVEYORS P.C. SQUIRES, HOLDEN, WEISENBACHER & SMITH E3 Ex. Buffer, View Looking E N4 Ex. Buffer, View Looking N Sheet Number _., ..e PROPOSED S E D HOUSE LAND SURVEYING - LAND PLANNING - ENGINEERING SCALE : 1 —' 20' SOUTHAMPTON - NEW YORK All Photos Taken 11 -06-19 B1 of 1