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r ha taste ENGINEERING , D.P.C. TRANSMITTAL I To:. Elizabeth Cantrell Town of Southold From: Schillivia Baptiste, PE Address: Southold Town Hall Phone: (646) 887-3457 53095 Rte.25 P.O. Box 1179 Date: 5/23/25 Southold, NY 11971 Cc: Re: Cutchogue Residence Pages: Via: •. [] Overnight []Two-Day [] Regular Mail [] Messenger [] Under Separate Cover [] Pick-Up Quantity Sheet No. Description Revision 1 1 Project Description 1 of 4 2 sets Thru Site Plans 4 of 4 These documents are transmitted as,checked below: .[X] For Approval [] Comment []As Requested [] Distribution [] Reference, Remarks The attached package is for your review and approval. —Thank You Referencing SCTM# 1000-110-00-07-00-022-000 ® ELED �IC MAY 2r 8 2025 r Southold Town Board of Trustees l 1581 Frankline Avenue I Floor 2 1 Mineola,New York 11501 info@lalandbaptiste.com 1 646-887-3457 - a ti'ste FRA,NY 1 AVENUE•FLOOR 2 MIN MINEOLA NY 1501 P:646.887.3457 ENGINEERING D.P.C. May 23, 2025 Elizabeth Cantrell Southold,Town Hall—Town Hall Annex 53095 Route 25 Southold,NY 11971 Re: 820 East Road Dear Ms. Cantrell: Please find the revised project description below: Applicant seeks to install a trench drain within the existing driveway and an 8' diameter drainage leaching pool to capture stormwater runoff.Applicant also seeks to build a landscape wall to enjoy outdoor water view to Peconic Bay with the installation of two (2) three-foot high natural stone landscape walls. The wall-lengths vary from approximately 22 feet to 27 feet. As part of the site improvements, a portion of the existing driveways impervious area is being converted to pervious landscaped area which will reduce runoff to the rear of the property as per the Board of Trustees recommendation. There is a designated 3-foot wide landscaped buffer provided between the property line-and the adjacent property owners.The existing steps in the backyard will be removed and replaced with 4 feet wide steps.No additional fill will be brought to the site;excavated material from the stone wall installation will be cleaned, graded,.and reused as backfill. If you have any questions, please feel free to contact our office. Sincerely, Schillivia Baptiste, PE t. Baptiste Engineering ® E E V E MAY 2 8 2025 Southold Town Board of Trustees 1581 FRANKLIN AVENUE• FL 2 a t i s t e APR � MINEOLA,NY 11501 r fl 6 2025 P:646.887.3457 ENGINEERING D.P.C. Southold Town s ees 3, n I N. kit Beach Plum(Prunus Maritima) Beach Plum (Prunus Maritima) Grows up to 6ft Grows up to 6fi 1 _ 1 b AY Northern Bayberry (Myrica Pensylvanica) Northern Bayberry(Myrica Pensylvanica) Grows S t—8 t Grows S t—8 t Proposed Plantings —820 East Road Cutchogue, NY 11935 1 1 P a g e baptiste NGINEERING .P.C. Northern Bayberry (Myrica Pensylvanica) Northern Bayberry (Myrica Pensylvanica) Grows S t—8 t Grows S t—8 t Proposed Plantings —820 East Road Cutchogue, NY 11935 2 1 P a g e ■ ha tiste ENGINEERING D.P. }� L Northern Bayberry (Myrica Pensylvanica) Northern Bayberry (Myrica Pensylvanica) Grows S t—8 t Grows S t—8 t Proposed Plantings —820 East Road Cutchogue, NY 11935 2 APR 6 205 1581 FRANKLIN AVENUE• FL 2 haPEtiste MINEOLA,NY11501 P:646.887.3457 NGINEERING Southold Town 'P'`' Board of Trustees Beach Plum(Prunus Maritima) Beach Plum(Prunus Maritima) Grows up to 6 t Grows up to 6 1 7 Northern Bayberry (Myrica Pensylvanica) Northern Bayberry (Myrica Pensylvanica) Grows S t—8 t Grows S t—8 t Proposed Plantings —820 East Road Cutchogue, NY 11935 11 P a g e SITE DATA GENERAL NOTES � o �� S.C.T.M. No.: DIST. 1000 SECT. 110, BLK7, LOT 22EAST TOTAL AREA: 23,050.5 SF 0.529 ACRES) EXISTING BLDG. FOOTPRINT: 1,422.66 SF 1. BAPTISTE ENGINEERING SHALL NOT BE RESPONSIBLE FOR �o EXISTING ZONE: R-40 RESIDENCE o CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR PROCEDURES N� POST OFFICE: CUTCHOGUE 11935 UTILIZED BY THE CONTRACTOR, NOR FOR THE SAFETY OF PUBLIC F,� �F`� MUD CREEK SCHP PVEME FIRE OOL DISTR DISTRICT- CUTCHOGUE OGUETUCK CUTCHOGUE OR CONTRACTOR'S EMPLOYEES; OR FOR THE FAILURE OF THE OF GUY CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH s S WIRE c �� WATER DISTRICT. SCWA THE CONTRACT DOCUMENTS. �� gF4 yFRMgN N 85 5 20 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE Cy RC S \)` 11 MEANS AND METHODS OF CONSTRUCTION AND THE SAFETY 0 67 .6 LOT COVERAGE AND IMPLEMENTATION OF MEASURES FOR THE PROTECTION ® I BUILDING FOOTPRINT 1,422.66 SF / 6.17% OF THE PUBLIC, WORKERS, OWNER'S AND ENGINEER'S �J REPRESENTATIVES, PRIVATE AND PUBLIC PROPERTY, WALL 0�8' WALL 1.1'S o IMPERVIOUS AREA 3,335.30 SF / 14.47% ADJACENT WATERWAYS, AND NEW AND EXISTING FACILITIES. SITE PECONIC BAY TURF & LANDSCAPING AREA 18,292.54 SF / 79.36% 27 .70 \ O TOTAL 23,050.5 SF / 100.00% 3. CONTRACTOR SHALL IMPLEMENT SUCH MEASURES AS ��. NECESSARY TO DELINEATE AND IDENTIFY THE �00 I � TEMPORARYOSIGN SIGNING, AND WARNINGLIGHTINUDING BUT NOT G. TO 12 a \ s 0., KEY MAP G�6 • i J 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS ' AND DIMENSIONS BEFORE STARTING CONSTRUCTION ANDSHALL NOTIFY THE ENG SCALE: 1I� = 600 DISCREPANCIES BEFOREI NEER PROCEOEDINGYWITH AMBITHE WO KR IF \ I ANY QUESTIONS ARISE BEFORE OR DURING CONSTRUCTION LEGEND AS TO THE DETAILS OF THE DRAWINGS, THE CONTRACTOR kP EXISTING SURVEY SHALL NOTIFY THE ENGINEER FOR CLARIFICATION AND OR I STAKE SET ��A INSTRUCTIONS. IF THE CONTRACTOR FAILS TO FOLLOW THE O� STAKE (TYP) ABOVE PROCEDURE, HE SHALL ASSUME ALL PIPE FOUND 00A RESPONSIBILITY FOR THE CONSEQUENCES FOR HIS ACTIONS AND/OR DECISIONS. CONC. MON FOUND v�,► ��� \ I 5. ELEVATIONS REFER TO N.A.V.D. 1988 DATUM. UTILITY POLE O N I 6. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY 0 WATER VALVE 04 +�1 � I CONTRACTOR PRIOR TO CONSTRUCTION. 3 EXISTING PIPE E ENTS OFCOUNTY, � WATER METER \ FOUND (TYP) 7 REQUIREMENTS. ALL WORK SHALL OFTOWN, COUNTY S ATE OR AS �'` LAMP POST \ I SPECIFIED HEREIN, LATEST EDITION. , y 8. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WOOD\ AND ALL PERMITS NECESSARY TO REMOVE ANY EXCAVATED o PROPOSED PRECAST MATERIALS. STEPS I TRENCH DRAIN <� 9. THE ENGINEER SHALL BE NOTIFIED 48—HOURS IN ADVANCE � OF ALL CONSTRUCTION. PROPOSED END OF N 0/F 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DRIVEWAY MURIEL H. KILBRIDE UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED CML ENGINEERING DRAWING SET I WOOD TIE OF IN ACCORDANCE WITH ALL LOCAL TOWN, COUNTY, I PLANTERS SCTM: 1000- > 1 0- 7-23 STATE AND FEDERAL LAWS AND APPLICABLE CODES. G� 11. THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING SHEET N0. DRAWING NAME b ��� ��� TO BECOME FAMILIAR WITH PRESENT CONDITIONS AND TO 1 OF 4 ALIGNMENT PLAN JUDGE FOR THEMSELVES THE EXTENT AND NATURE OF 2 OF 4 GRADING AND DRAINAGE PLAN FF-oG�pOF' �e I mac WORK TO BE DONE. 3 OF 4 LANDSCAPE PLAN 2<1 I c���� '.-• -.- 12. ANY EXISTING WALKWAYS DAMAGED AS A RESULT OF THE 4 OF 4 CONSTRUCTION DETAILS PROPOSED LANDSCAPED AREA PROPOSED IMPROVEMENTS SHALL BE REPLACED "IN KIND" O 9. AT THE COST OF THE CONTRACTOR. (APPROXIMATELY 1036 SF) 5° 13. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE OF ALL `ORS -' �Qs •-'\j EXISTING SITE IMPROVEMENTS. IT IS UNDERSTOOD THAT THE CONTRACTORS BASE BID INCLUDES ALL COSTS `L F�P�S $� -` ASSOCIATED WITH DEMOLITION AND RESTORATION. AREAS+/ \+-:-:- DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO PRE-CONSTRUCTION OR BETTER CONDITION. NON-PAVED PROPOSED 3FT LANDSCAPED AREAS SHALL BE GRADED SMOOTH AND COVERED WITH AER TYP BUFF MIN. 3" LAYER OF SCREENED TOPSOIL. PG �PCE �9 PROFOR POSED 3FT 14 THAT. SITECONTRACTOR UN RGROUNDHALL P PING, STRUCOTURES, ETC. ARE NIOT �• - STACK STONE DAMAGED BY CONSTRUCTION ACTIVITIES INCLUDING, BUT LANDSCAPE WALL NOT LIMITED TO BACKFILLING AND COMPACTION. REPAIRS /- SHALL BE AT CONTRACTORS SOLE COST. Z coy° r• - •+- 15. ALL FILL AND BACKFILL SHALL BE GRANULAR MATERIAL FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS. ALL FILL AND BACKFILL SHALL BE COMPACTED TO A N/0/F 1 ' \ '.'. MINIMUM 95% STANDARD PROCTOR DENSITY IN MAXIMUM PA UL & BARBARA LEAR Y \ �'°°Qs ~ 12" LIFTS, INCLUDING ALL EXCAVATIONS RESULTING FROM \ o�c� s� REMOVED POOLS AND PIPING. SCTM: 1000- 1 1 0- 7-2 > + +\ .0, 16. CONTRACTOR SHALL WARRANT, FOR A MINIMUM PERIOD OF \ - - - - - TWO YEARS FROM COMPLETION OF PROJECT, ALL \ PAVEMENT AGAINST SETTLEMENT CRACKING. ALL AREAS EXHIBITING SETTLEMENT CRACKING SHALL BE SAWCUT OUT, RE—COMPACTED, AND REPAVED. ALL JOINTS BETWEEN OLD PROPOSED STEPS ° �� �j / AND NEW PAVEMENT SHALL BE SEALED. WITH HANDRAIL `L O / 17. ALL EXISTING MANHOLE COVERS, VALVE COVERS, ETC. ARE TO BE RESET TO APPROPRIATE ELEVATION AS PROPOSED 3FT STACK STONE NECESSITATED BY NEW PAVING AND GRADING. PLAN REVISION LIST LANDSCAPE WALL 18. SITE CONTRACTOR SHALL REGRADE PROJECT AREA AS No. REVISION DESCRIPTION DATE BY NECESSARY TO COMPLETE WORK. ALL AREAS SHALL BE FINE GRADED TO TALL UNSUITABLE SUB B SEDFORMNOEW OTH PARVEDSAROEAS SHALL BE 1• REVISED PER TOWN COMMENTS 10/27/23 SB �0 + REMOVED FROM SITE AND REPLACED WITH ACCEPTABLE ENGINEERED FILL. SUB-BASE FOR NEW PAVED AREAS 2 REVISED PER TOWN COMMENTS 11/17/23 SB SHALL BE FREE OF ORGANIC AND/OR COMPRESSIBLE 3• REVISED PER CLIENT COMMENTS 5/14/24 SB SOILS, AND DELETERIOUS MATERIALS. ALL SUB-BASE B /CO SHALL BE PROOF ROLLED. 4 REVISED PER TOWN COMMENTS 4/16/25 SB E }i � PROPOSED 3 FT + 19. WHERE APPROPRIATE, THE CONSTRUCTION AREA SHALL BE O 2 PROTECTED BY THE INSTALLATION OF 6 FOOT HIGH LANDSCAPED TEMPORARY FENCING. ALL CONSTRUCTION FENCE SHALL BE BUFFER (TYP) ~/� SUPPLIED, INSTALLED AND REMOVED BY SITE CONTRACTOR. 04 ALL MEANS OF INGRESS/EGRESS MUST BE MAINTAINED N i THROUGHOUT THE DURATION OF THE PROJECT. 04 / COORDINATE CONSTRUCTION ACTIVITIES WITH FACILITY o OWNER. o a i 2 a E � a N In JI 04 N T I MAY 28 2025 ` a I SITE PLAN NL BASED DATE UPON SUR 21 20 PREPARED BYRAL _ 3 .s'O ZpNE AEA' , OWNER: ZpNE AWSON CM FAMILY TRUST N 820 EAST ROAD CUTCHOGU NY 11935 ALIGNMENT PLAN a APPLICANT: AWSON CM FAMILY TRUST 820 EAST ROAD 4) TIE LINE AIqG 37 APPARENTLHOIGH WATER a�Tlo«I� NY11935 CUTCHOGUE RESIDENCE O SITUATED IN •O� �� CUTCHOGUE M ARENT 3 0 46 , * ��,vIA,�� �o WATER 3 ����te°r-"�/P TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK APP CO 21, 202 5 / ^ c�` A`�?�- go N AS OF MAR S 7 1 •04 / . i7 ..,� SCTM. DIST. 1000, SEC. 110, BLK 7, LOT 22 a 27 0 0 $ o i N .N. • ✓ •�S�ONA�, APPROXIMATE LOCATION OF ESTUARINE IC .o AND MARINE DEEPWATER AS REFERENCED ENGINEERING CAUTION NOTICE TO CONTRACTOR FROM U.S. FISH AND WILDLIFE SERVICE m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATIONS OF NATIONAL WETLANDS INVENTORY BAY D.P.C. Schillivia Baptiste, PE 1581 FRANKLIN AVENUE•FLOOR 2 MINEOLA,NEW YORK 11501 EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS , NY State License No. 90207 PHONE:646.887.3457•WWW.LALANDBAPTISTE.COM UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE o INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR Z MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY DWN. BY: SB CHK'D. BY: SB SCALE: 1" = 20' SHEET: EXCAVATION. IT IS THE RESPONSIBILITY OF THE: CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DATE: 10/5/2023 DATE: 10/5/2023 JOB No.:C2023-01-0001 1 O F 4 III 33.31 29.04 DRAINAGE CALCULATIONS ST ROAD X DRAINAGE AREA EAREQUIRED F�EETwOpp 37.05 32.43 28.39 ROOF AREA 1,422.66 SF SF x (2 INA12 IN/FT) x 1.0 = 238 CF a X P PVEMEN� _ _ _ _ IMPERVIOUS AREA 1,247 SF x TOTAL DEISIGN/ 1FLOW 0 = 408 CF MUD CREEK 46 CFO�c�`�iP � 36.77 OF GUY » PROVIDED GE WIRE 85°5 1O (1) 8'-0" DIAMETER x 12'-0" EFFECTIVE DEPTH LEACHING POOL eFgCy MANS EO N 1 POOL x 42.23 CF/FT x 12 FT EFFECTIVE DEPTH = 506 CF Rp 35.20�M ' 30.94 , (� TOTAL PROVIDED FLOW = 506 CF � 36.91 67 •6 ® 30.64 I V� WALL 0. WALL 1.1'S Jo SITE PECONIC BAY 27 .70 \ O do LEACHING POOL• CAST IRON FRAME GRATE CAMPBELL !y L FOUNDRY PAT No. 1184 O I Z °a z 30.30 v3- PIPE SIZE, TYPE AND STEEL REINF. 5 BARS 1' MIN. WASHED 6 Vi PITCH AS PER PLAN GRAVEL COLLAR ALL KEY MAP AT 6" O.C. BOTH WAYS AROUND (TYP.) SCALE: 1" = 600' 1 31.51 I FINISHED GRADE X LEGEND s ` 34.51 / NON-SHRINK GROUT _ STAKE SET a ::, a1 O� X \%/ a0 \�\\/ PIPE FOUND 00 `_ I j\/� ��®•®�• 0 0 0• o •■' \\j CONC. MON FOUND X UTILITY POLE I 28.05 QO CV X j\ m t' 1:. .k.., a '-. h Z �j\/ WV WATER VALVE J' `�p 30. 1 j\/ t)` •�®�®•> ;� 0 0 0 0 ■ J +3i_,) �j\/ WATER METER �P 32.25 ��p /� h�'`'� �®�:�•� 0 0 0 � '� //\\/ � LAMPPOST 2489 T�Ai a<`; /cn i WOOD ��Ni a 3 o PROPOSED PRECAST /�, 2 o �, ;{ STEPS I TRENCH DRAIN moo;\ z j';:a �I `'r oC 32.40 L Yam} PRECAST REINF. CONC. 21.74 a v .g x LEACHING RINGS a OCWL �-� DLP-1 N/0/F' /�, z s ' t,. ,w; Q w 25.40 _ ., >w N(TOP 21.50) MURIEL H. KILBRIDE �� w I WOOD TIE INV 17.90 �-w';� j k =}. ( ) Km OUTSIDE DIA. AS PER PLAN > ' b.� , I PLANTERS SCTM: 1 000- 1 1 0- 7-23 /c/ _ :; . �_ Q Gr 22.51 %z/ w :-�'t ■ o 0 0 �. '�.• > \/Z 28La 1= " a X �. ®.®� .e 23.71 �P� S O j/j .- it > \/.• / a ! ui w24.57 / 12.94 N \ EXISTING DRIVEWAY %\%� \ - w TO BE DEMOLISHED \\/ SAND AND GRAVEL BACKFI X AND DISPOSED OF \ %\/�. .. _ .. > -. x .VIRGIN'.STRATA OF- ... _ :VIRGIN STRATA OF:.:.. : . . ..SAND , GRAVEL.: : o SAND:& GRAVEL _ 20 49� 8" x 12" REINFORCED z Z'8 CONC. FOOTING RING o N 0 F - PA UL & BARBARA LEAR Y 6 5.07 - ° SCTM: 9 000- > 1 0- 7-2 > 15.41 , 7 j DRAINAGE LEACHING POOL DETAIL (DLP) EXISTING WOOD PLANTERS v��IF 1. PRECAST LEACHING RINGS OF VARYING DETPH SHALL BE STACKED SO THAT RINGS OF GREATER AND WOOD BENCHES TO o�`�7 �?, �. � TW 9.00 HEIGHT ARE LOCATED UNDER RINGS OF LESS HEIGHT. BE REMOVED AND O % DISPOSED OF //� / (BW 6.00) 2. ALL DRAINAGE PIPE SHALL HAVE 2' MIN. COVER. � '� �'� 11.59 1' )��?• ' ? e 3. AS PART OF THE LEACHING POOL CONSTRUCTION, IF UNSUITABLE MATERIAL, THE CONTRACTOR PLAN REVISION LIST / .40 SHALL BE RESPONSIBLE TO EXCAVATE A MINIMUM OF 6'-0" INTO A VIRGIN STRATA OF SAND AND �p��S ✓ / GRAVEL BELOW THE STRUCTURE. THE EXCAVATION SHALL THEN BE BACKFILLED WITH A CLEAN NO. REVISION DESCRIPTION DATE BY TW 9.00 WELL GRADED SAND AND GRAVEL UP TO AND AROUND THE STRUCTURE AS SHOWN. �f100� S (BW 6.00) 1. REVISED PER TOWN COMMENTS 10/27/23 SB 4. ALL PRECAST DRAINAGE STRUCTURES SHALL BE FURNISHED WITH PRECAST OPENINGS FOR oTW 12.10 DRAINAGE PIPE. 2. REVISED PER TOWN COMMENTS 11/17/23 SB 4.20 (BW 9.10) 5. ALL CONCRETE SHALL BE 4,000 PSI 0 28 DAYS. 3. REVISED PER CLIENT COMMENTS 5/14/24 SB TW 12.10 �� /� E (BW 9.10) �� TW 9.00 4 REVISED PER TOWN COMMENTS 4/16/25 SB (BW 6.00) LO ti /02 3.9204 /H Ni TW 9.00 X / NDS 12"X20" DUCTILE IRON (BW 6.00) / 4.63 HEAVY TRAFFIC PRO SERIES / CHANNEL DRAIN GRATE W/ /TW 12.10 X 5.27 NDS 12" PRO SERIES U.V. INHIBITOR. o (BW 9.10) CHANNEL DRAIN RECESS CHANNEL 1/8" FROM 6" MIN. TOP OF CONCRETE. a TW 9.00 / CONCRETE MIN. 4" " MIN. E (BW 6.00) DEPTH. SLOPE EXPANSION JOINT I d •e ed.Z d. OdaJ v 4 •a- v ,� 4. /04 4.64 •i •�� e v 'ev A. o / Cl0.� � tee' d I I1 1% I MAY 2 8 2025 � / � v I f �� . 1 . tL a 4.64 �a .ed .- N 5.88 3 X - SITE PLAN BASED UPON SURVEY PREPARED BY �" •s RALPH HEIL DATED MARCH 21. 2023. 6.35 8 I I OWNER: o ZONE AwsoN CM FAMILY TRUST N ' " ' " ' CUT EAST ROAD GRADING AND DRAINAGE PLAN 4) COMPACTED S01' ' OMPACTED SOIL o RILL FLANGE AND WIRE TIE ��0� NY 11935 APPLICANT: REBAR TO CHANNEL. AWSON CM FAMILY TRUST TIE LINE ALONG #3 REBAR x 12" LONG. TO 820 EAST ROAD OF IlON CUTCHOGUE. NY 11935 C UTC H 0 G U E RESIDENCE 17� SECURE LATERAL CHANNEL 0 MOVEMENT ® BRICK APPARENT HIGH WATER " 0 2.26 LOCATIONS. SITUATED IN •t9 �� -- , CUTCHOGUE �' ENT HIGH JJATOR3 2.38 ° 6' 35 TRENCH DRAIN DETAIL (TD) .*yvEAA s �o TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK AP P AR H 21, 2 7 Ar ^ 0 R _. 9� 2.62 AS OF MARL S 7 0 4 / / 1. ALL WORK SHALL CONFORM TO MANUFACTURER'S SPECIFICATIONS. t `o `� x • SCTM: DIST. 1000, SEC. 110, BLK 7, LOT 22 W 2 `((( � 04 M Q o 7 00 / 2. CHANNEL TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED ..� 4o V� �.`' � S v / WITH CONCRETE POUR. o,F go^o� c 0on a 39 C sto • 331. Q ALIITTYE.•SMATERIALS SHALL CONFORM TO ASTM A536 GRADE i PEC 70-50-05 CAUTION NOTICE_ TO CONTRACTOR 3.2. MATERIAL: DUCTILE IRON ENGINEERING 3.3. PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT D.P.C. of THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATIONS OF / ' 3.4. APPROXIMATE DRAIN AREA = 46.70 SQUARE INCHES PER FOOT Schillivia Baptiste, PE 1581 FRANKLIN AVENUE•FLOOR 2 MINEOLA,NEW YORK 11501 EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS 3.5. APPROXIMATE WEIGHT = 29.30 LBS UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE / NY State License NO. 90207 PHONE:646.887.3457•WWW.LALANDBAPTISTE.COM a INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY DWN. BY: SB CHK'D. BY: SB SCALE: 111 = 20' SHEET: 01 EXCAVATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING �I o UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DATE: 10/5/2023 DATE: 10/5/2023 JOB No.:C2023-01-0001 2 O F 4 o` PLANTING SCHEDULE EAST ROAD m SYMBOL QUANTITY BOTANICAL NAME COMMON NAME SIZE/SPACING F tErw000 MP 13 MYRICA PENSYLVANICA NORTHERN BAYBERRY 2'-2.5' SP. — 3 O.C. p N� N PM 10 PRUNUS MARITTMA BEACH PLUM 2'-3' SP. — 4' O.C. ��� (p�� MUD CREEK ��o s� SyFR F �— - / eFgcy MANS 0 . WIRE o � 20�� R Eoo� N 85 5 0 67 .6 ' kp 5� WALL 0.8' WALL 1.1S J SITE PECONIC BAY 0 27.70 \ 0 ��J 0 I J KEY MAP SCALE: 1" = 600' BURLAP TO REMAIN BACKFlC MPACTED BACKFlLL LEGEND V' \ 4" SHREDDED BARK MULCH STAKE SET �° PLANT SAUCER PIPE FOUND SHRUB PLANTING DETAIL CONC. MON FOUND NTS UTILITY POLE 00 J'' N I WV WATER VALVE \�Ohl I WATER METER LAMP POST I y , v< \ WOOD a STEPS I F� N/0/F I WOOD TIE MURIEL H. KILBRIDE I PLANTERS SCTM: 1 000- 1 1 0-7-23 PROPOSED LANDSCAPED AREA . . (APPROXIMATELY 1036 SF) o QR �e / 9-° 10 PM �.•.•- ro PA UL & BARBARA LEAR Y • • - SCTM: 1 000- > 1 0- 7-2 v � o o 00�P�oQs , No. REVISION DESCRIPTION DATE BY N � / v �Q o2C) / N •n O � / E / <v N O N M O U v / a E / D N L 1 LO ... ._�. N 04 u ' Id V AY 2 8 2025 3 - SITE PLAN BASED UPON SURVEY PREPARED BY RALPH HIEIL DATED MARCH 21, 2023. ZpN�Ems' ;PIP ZpNE 8 AWSON CM FAMILY TRUST �° EAST R°"° LANDSCAPE PLAN >, �-'�� CUT CHOGU NY 11935 a APPLICANT: a AWSON CM FAMILY TRUST 820 EAST ROAD C U TC H O G U E RE I D TIE LINE ALONG CUTC ROGUE. NY 11935 S E N C E L �� APPARENT HIGH WATER 0 SITUATED IN •0Q 5,� ��I CUTCHOGUE J V� �,NDSCAPF M ARENT HIGH WA1023 0 46� 3 ���� Po BrGy �y ' y TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK AS OF M ARGH 21' S O Q•' / "`�S `� r o , o 2 i • SCTM: DIST. 1000, SEC. 110 BLK 7 LOT 22 M g��27 00 N - N S 44.39 �, �00�5 i t°OF NE�`lto dft OS I� f tim Y) EC ENGINEERING CAUTION NOTICE f0 CONTRACTOR / D.P.C. m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATIONS OF �� Richard B. Ignatow, RLA EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS 1581 FRANKL:6 AVENUE FLOOR 2 LANDBA,NEW YORK 11501 E UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE i NY State License No. 757 PHONE:646.887.3457•vVWW.LALANDBAPTISTE.COM o INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR Z MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY DWN. BY: MM CHK'D. BY: SB SCALE: 1" = 20' SHEET: EXCAVATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING O C /� o UTILITIES WHICH CONFLICT WITH 111E PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DATE: 6/27/2024 DATE: 6/27/2024 JOB No.:C2023-01-0001 r �} o - Ld _z J I- LlJ n O PROPOSED 3'-0" LANDSCAPE PROPOSED NATURAL STONE BUFFER BOULDER WALL (TYP) EXISTING GRADE 5'-0" (TW 12.10) �. � PROPOSED NATURAL STONE PROPOSED NATURAL STONE �\ I /\ o � EX�ST�NC BOULDER WALL TYP / GRADE ( ) BOULDER WALL (TYP) \ ' PROPOSED GRADE \\ (TW 9.00) \ AT 2% SLOPE j - - PROPOSED 6" / PROPOSED LANDSCAPED AREA GRAVEL SUBBASE 2� BOULDER SIZE RANGE---7,,,,,,,. I : ,.: ,;} ; REFER TO LANDSCAPE PLAN '� FOR DETAILS BOULDER SIZE RANGE BETWEEN 12 - 18 � � (100LB - 300LB STONE) BETWEEN 12" - 18" (BW 6.00) (100LB - 300LB STONE) \� (BW 6.00) PROPOSED 6" Ex�ST �. LNG GRAD PROP i\ i\ �i �\\ EXISTI (,RAVEL SUBBASE E PROPOSED 6 24„ /\/ NC GRADE \ \\� \ GRAVEL SUBBASE NATURAL STONE BOULDER WALL NATURAL STONE BOULDER WALL PROFILE A-A PROFILE B-B SCALE: 1/2" = r SCALE: 1/2" = 1' M- r R r CM L1W No. REVISION DESCRIPTION DATE BY EROSION CONTROL AND LANDSCAPING NOTES WOVEN WIRE FENCE (MIN. 14.5 GAUGE - MAX. 6" MESH SPECIFICATIONS AND GUIDELINES SPACING) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NEW YORK STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL MANUAL, LATEST EDITION. 10' MAXIMUM SPACING 36" MIN. FENCE POSTS DRIVEN MIN. 16" INTO GROUND POSTS: EROSION CONTROL STEEL EITHER "T" OR 'U" TYPE CONSTRUCT ALL SWALES AND BERMS AS SHOWN OR AS REQUIRED TO DIRECT AND OR 2" HARDWOOD SILT FENCE TO BE CONTROL STORMWATER RUNOFF AND PREVENT EXCESS EROSION. 33%(3:1) SLOPES STALLED ALONG LIMIT IN STEEPER 'THAN (3:1)SHALL BE STABILIZED BY HYDROSEEDED WITH MULCH BINDER TYPE IN CLEARING (TYP) "AH", TYPE"A" OR BY USING JUTE MESH AS LISTED IN THE EROSION MANUAL OR AS OF SPECIFIED BY THE ENGINEER Z 36" MIN. FENCE TOPSOIL SILT FENCEr2OW]" POSTS ALL DISTURBED SOIL AREAS,EXCLUDING PAVED AREAS AND RECHARGE BASINS,MUST BE N COVERED WITH A MINIMUM OF 4"(INCHES)OF NATIVE TOPSOIL PRIOR TO THE REMOVAL OF IN. EXCESS TOPSOIL CLEARED AREA LIME AND FERTILIZER UNDISTURBED �w GROUND ALL AREA'S SPECIFIED TO BE SEEDED SHALL RECEIVE LIME AND SPECIFIED AS RECHARGE BASINS SHALL RECEIVE LIME AND FERTILIZER FERTILIZER AS SPECIFIED BY EROSION COMPACTED �nLTER CONTROL MANUAL OR AS ORDERED BY ENGINEER. EMBEDDED MIN. MULCHING CLOTH MIN. 6"ALL AREAS RECEIVING SEED AND ELSEWHERE AS NOTED, SHALL BE MULCHED AND INTO GROUND ANCHORED. ISOMETRIC VIEW SECTION TYPE OF..QED. HYDROSEEDING OR ALTERNATE STABILIZATION TYPE"A"INORMAL LAWN SEEDING IN THE SPRING OR FALL USE A MIXTURE OF 30%OF MERION BLUE GRASS, 65%CREEPING RED FESCUE AND 5%REDTOP AT A RATE OF 3 LBS. MIN. PER 1,000 SQUARE FEET. TYPE"B" - HYDROSEED MIX"B" !; MAY 28 2025 � x 2j' 50%TALL FESCUE SILT FENCE DETAIL 20%SHEEP FESCUE NTS _........_....,.._._.. 15%INTERMEDIATE WHEATGRASS -f 5% RED FESCUE I 5% REUBENS CANADA BLUEGRASS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE 5% KENTUCKY BLUEGRASS TIES OR STAPLES. TREE AND SHRUB PLANTING 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE TIES SPACED 1. ALL TREES AND SHRUBS SHALL BE PLANTED IN CIRCULAR PITS 1 FOOT CLEAR ON ALL EVERY 24" AT TOP AND MID SECTION. OWNER: SIDES AND BOTTOM OF ROOT BALL AND BACKFILL WITH A MIXTURE OF 7 PARTS TOPSOIL, 1 PART ROTTED MANURE. 3. WHEN TWO(2)SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE AWSON CM FAMILY TRUST OVERLAPPED BY SIX(6)INCHES AND FOLDED. 820 EAST ROAD CONSTRUCTION DETAILS 2. ALL PLANT MATERIAL SHALL HAVE VIGOROUS ROOT GROWTH AND BE FREE FROM ROOT CUTCHOGU NY 11935 INJURY AND DISEASE IN ANY FORM. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN APPLICANT: 3. STREET TREES SHALL NOT BE PLANTED WITHIN 10'OF A FIRE HYDRANT, DRIVEWAY "BULGES"DEVELOP IN THE SILT FENCE. AWSON CM FAMILY TRUST 820 EAST ROAD APRON OR STORMWATER PIPE/CATCH BASIN WITHIN 25'OF ANY STREET LIGHT, CUTCHOGUE. NY 11935 C U TC H O G U E RESIDENCE STREET SIGN OR POINT OF CURVATURE OR TANGENCY OF ANY CORNER. 4. ALL EXISTING TREES SHALL REMAIN EXCEPT AS NOTED. 5. A BRIGHTLY COLORED CONSTRUCTION FENCE SHALL BE ERECTED ALONG SITUATED IN CONSTRUCTION CLEARING LIMITS AND AROUND EXISTING TREES TO MITIGATE THE -, CUTCHOGUE IMPACT OF COMPACTION OVER CRITICAL ROOTS, INJURIES TO BARK AND LIMBS, SPILLS OF OIL, CONCRETE OR OTHER HARMFUL CHEMICALS. *`'`�VLAq �o TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK 1 � ", '�.�'� 7 SCTM: DIST. 1000, SEC. 110, BLK 7, LOT 22 -�jjvw � • �. �f• IY� ENGINEERING D.P.C. Schillivia Baptiste, PE 1581 FRANKLIN AVENUE•FLOOR 2 MINEOLA,NEW YORK 11501 NY State License No. 90207 PHONE:646.887.3457•WWW.LALANDBAPTISTE.COM DWN. BY: SB CHK'D. BY: SB SCALE: AS NOTED SHEET: DATE: 5/7/2024 DATE: 5/14/2024 JOB No.:C2023-01-0001 4 O F 4 33.31 29.04 - SITE DATA GENERAL N01E3 EA S ROAD " TOTAL ARM 23.050.5°°ff(CT.11 A BLK CRES)7.LOT 22 FLEE 37.05 32.4E 28.39 DOSTING BLDG.EXISTING ZONE:FOOTPRINT: R4406RESIOENCE CmSTRINnCW MEANS.METHODS TECHNIOUES,OR PROCEDURES m 1. BAPTISTE ENUGINHUMG SMALL NOT BE RESPONSIBLE FOR po UTILIZED THE X PAYMENT _ _ _ _ POST OFFICE- CUrOTUCK 11935 CONTRACTOR NOR FOR OR WNTRACTOP'S EMPLOYEES:OR FOR MEEFAIWRE 1X THE SAFETY OF C �`�N MUD CPEEK SCHOOL DISTRICT: MATTTJgC CUTg10WE a' NW\• y WATER DISTRICT: SCWACLITC QUE THE CONTRA TO CARRY OUT THE WOO IN ACCORDANCE NM AT r `Sy 6 77 OF ' GUY WATER DISTRICT: SCWA THE CONTRACT DOCUMENTS pO BF,�\Ny EpGE ' N 5W 5 '20" eo s 3.20 Y1M + 24 kp 2 MEANS CAN)METHODS OFBE SOLELY ON AND FORSIBLE THE SAFETY Pp AJ6.91 >O 67.6 LOT COVERAGE AD AND OF MEASURES FOR THE PROTECTION _ BI11lDING f00MRiNT 1,42266 Sr6.I7R OF ME PUBLIC WORNEHRS,OTHER'S ANO EN"'M S ® 30 64 / REPRESEMTATIVES,PRIVATE AND PUBLIC PROPDRtt. ld WALL(I.E. WALL 1.1'S I fW IMPERVIOUS AREA 3.33530 Sr/ 14.47R ADJACENT WATERWAYS.AND NEW AND EXISTING PAgLITEi S7E PECaRIC BAY ry TURF k LANDSCAPING AREA 123.05.5 SF/79.36% J. CONTRACTOR SHALL IMPLEMENT SUCH MEASURES AS 27.7 O ` CPA TOTAL 2T,050.5 SF/lOU.00R NECESSARY TO DELINEATE AND IDENTIFY ME V CONSTRUCTION AREA,INCLUDING BUT NOT UNITED TO 0 0 \-O TEMPORARY SONNG.AND WARNING LIGHTING. KEY MCP BT^^ y6• -T\ m {. THE CONTRA LM R SMALL VERY ALL EXISTING CONDITIONS ij v• yR O I AND DWENSONS BEFORE STARTING CONSTRUCTION AND SCALE'1"=600' DRAINAGE 3I.$1 I (A CALCULAIIGNB SHALLL NOTIFY THE ENGINEER OF ANY AMBIGUITIES OR DISCREPANCIES X DRAINAGE AREA ANY QUESTIONS ARISE BEFORE OR DURING CONSTRUCTION E PROCEEDING NTH ME WORK.IF �m -J`= m REQUIRE DAS TO THE DETAILS OF ME DRAWINGS,THE CONTRACTOR TP `N 34 5151 EASTINO SURVEY ROOF AREA 1.422-66 SF SF K 2 INA12 IN/FT)K 1.0 a 23B CF SHALL NOTIFY THE ENGINEER FOR CLARIFlCAnON AND OR A STAKE SET (( INSIIRUCTONS IF ME CONTRACTOR FAts TO FOLLOW ME Co. �O X - _ -- IMPERNWS AREA 1,247 SF a(2 L DESIGN N FLOW X 1.0 208 CF ABOVERESPO�ilr1 FOR THE CONSEQUENCES FOR 195 ACTIONS UND 0 y0 \ I STAKE(TYP) TOTAL DESIGN FLOW m 416 CF ABOVE PROCEDURE HE SHALL ASSUME ALL 0 COMIC.MON FOUND 0, £ 35.E 2HOJBD@ AND/OR DECISIONS. 9� _ I (1)B'-0•DIAMETER K 12'-0•EFFECTIVE DEPTH LEACHING POOL N� UTLItt PALE ( X 1 POOL K 4223 CF/FT K 12 Fr EFFECTIVE DEPTH m 506 CF S. ELEVATIONS REFER TO N VVD.19M DAWIL N I X 28.05 TOTAL PROVIDED FLOW 506 CF 6. LOCATION OF EXISTING UTILITIES STALL BE VERTUED BY WATER VALVE 1 p I30 U CONTRACTOR PRIOR TO CONSTRUCTION. 1 EASTING PIPE 7. ALL WORK SHALL BE IN ACCORDANCE WITH ME p WATER METER P\\' X r FOUND TYPgnmExx nOH,uiEs Eoin0C0UNNtt,STATE oR As yt , 32.25 '0 ( J y LAMP POST X , (� sPE'1 & CONTRACTOR SHALL BE RESPONSIBLE FOR MYOBTANNGEXCAVATED ANY WO..C\ STEPS I OP TRENCHSE RAN CAST A MALL PTERIALS. 179 NECESSARY TO REMOVE ANY EXCAVATED Y 32,40 ^ 9. OF ALL SHALL BE NOTIFIED{0-HOURS IN ADVANCE H/ y 21.74 OF ALL CONSTRUCTION. •O�. 25.40 �' DLP-1 N/0/F 10.DEBRIS SMALL NOT BE BURIED ON ME SUBJECT SITE ALL PROPOSED END OF TOP 21.50 OF ACCORDANCE MATERIAL L N DEBRIS LOCAL TOWN.N,DISPO� I wood TIE oRIYEwar (TOP t7.9o)) MURIEL H. KILBRIDE STATE AND FDANCE lTH AND CAL TOWN. CODES.COUNTY. CML ENGINEERING DRAWM SET PLANTERS 15.00 SCTM:1000-1 10-7-23 \G� R 22.51 (BW 11.00) 11.THE CONTRACTOR SHALL OUST THE STE BEFORE®ONG SHEET NO. DRAWING NAME pa To BECOME FAMIUAR'NM PRESENT CONDITIONS AND TO ALIGNMENE PLAN 3.71 �PpE \QV I FWw 7w 1D.OD WORKrD IN DONE FOR THEMSELVES THE EXTENT AND NATURE OF 2 OF 3 LANDSCAP3 OF 3 CONSTRUCTION DETAILS G E GtlA 1. \ (BEM 5.50) WORK ANr EXISTING WALKWAYS DAMAGED AS A RESULT OF THE X \ 'L PROPOSED 4FT HIGH CADION WALL PROPOSED NPROVEMENTS SHALL BE REPLACED*IN KIND' PROPOSED 12'DIAMETER COIR LOG AT THE COST OF ME CONTRACTOR 1 .94 TW 14.00 11 THE CONTRACTOR SMALL"STNG SITE IMPROVEMENTS.MINIMIZE DISTURBANCE IS UNDERSTOOD THAT (BW 11.00) THE CONTRACTOR BASE BID INCLUDES ALL COSTS 0, RPMSE i S. mi B ASSOCIATED WITH DEMOUTION AND RESTORATION.AREAS f J TW 13.00 FASTING DRIVEWAY TO BE REMOVED AND DISTURBED BY CONSTRUCTION SHALL BE RESTORED To REPLACED W7H LANDSCAPED AREA PRE-CONSTRUCTION OR BETTER CONDITION.NON-PAVED (�,y \ \ (BEM 11.00) AREAS SHAUL B GRADED SMooTH AND COVERED WITH A % ME"I � \R•q TW 12.00 ION.3•LAYER OF SCREENED TOPSOIL B \ E tGf• ¢ \ (BW 11.00) 1{.SITE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING p �. THAT UNDERGROUND PIPING,STRUCTURES.ETC.ARE NOY 9• PROPOSED GABION DAMAGED BY CONSTRUCTION ACTIVITIESNCOMPACTION. INCLUDING.BUT \ \ LANDSCAPE WALL NOT L BE A TO BACXFI.UNGCONTRACTORS SOLE COMPACTOR.REPAIRS TW 11 OD STALL BE AT CONTRACTORS Sq.E COST. 16M1 uVQ� �U \\\!1 \\ (BEM 11.00) 15.FREEFlOF ORGANICLL AND OAAN1D OTHER DEIETERIOUSRMATEPoT AILS. N/0/F \\ PROPOSED 4.5FT HIGH GABION WALL A Fl AND BACKFIUL ALL BE COMPACTED TO A IN PAUL & BARBARA LEARY PROPOSED STEPS \ 7 LL LL 12•LIFTS SH1@NOUY 95%STANDARD PROCTOR SRE ULINGG F FR URY SCTM:1000-1 10-7-21 _sa 1 `\°f d s INCLUDING ALL E%CAVATIONS RE9 LOM REAIDVED PODS AND PPING. Q ,\ \ �' 16.OONMACTOR SMALL WARRANT.FOR A MMMUM PEMIOD OF TWO YEARS FROM COMPLETION OF MOECT,ALL ROPOSED 3 FT PAVEMENT AGAINST SETRLEIIENT CRACKING. AREAS EDSTING WOOD PLANTERS TO `�.` \\ " PLANDSCAPED BUFFER(TYP) RE c n ACM.AND SETTLEMENT GALiHJAOLLN S BETWEEN OLDan BE REMOVED AND DISPOSED AND NEW PAVEMENT SHALL BE SEAMED. 5 OF �t".'.. p N"'�• / (BEM 5.550) 17.ALL E RESET TO MINE COVERS.VALVE COVERS.ETC.ARE 70 BE RESET B APPROPRIATE ELEVATION AS PROPOSED 4.5FT HIGH T 1 9 � 7"'O. ! NECESSITATED BY NEW PAVING AND GRADING. PLAN REVISION LIST CLARION WALL /,r 4 ti1', PROPOSED 4.5FT HIGH GABION WALL TW 10.00 18.SITE CONTRACTOR SHALL RETRK. PRAREA AREA AS No. REVISION DESCRIPTION DATE BY NECESSARY C COMPLETE NORM.ALL AREAS SHALL SBE ENE GRADED TO PROVIDE SMOOTH TRANSIMON.ALL L REVISED PER TORN COMMENTS 10/27/23 M l.C(Ql AL a (BEM 5.50) RELOVTEDDFFROM SITE A FOR ND REPLACEU�ACCEPTABLEA BE =e '0. O QAC y,S2. REVISE)PER TONN COMMENTS 11/17/23 SB a TW 10.00 X g , E)IISTING AND DISPOSED OF ENGINEERED FlLL FAR-BASE FOR NEW PAVED AREAS 4 0 1L�' S SHALL B FREE OF ORGANIC AND/OR COMPRESSBIE 1 REVISED PER CLIENT COMYQNIS 5/11/24 Be 6' >< 10 SOLS,ANSTALL BEDELETERI ROLLED.MATERIALS.ALL SUB-BASE / 4 REVISED PER TOWN COMMENTS 4/18/25 SB BW 5.50) h,4, TW 10.00 19.WHERE APPROPRIATE,THE CONSTRUCTION AREA SHALL BE PROPOSED 3 FT 0 =�/T (BW 5.50) PROTECTED BY THE INSTALLATION OF 6 FOOT HIGH LANDSCAPED �• o =N" TEMP) Y FENC sm NG ALL ca+ ucnaN FENCE SMALL BE H O SU ww PPLIED.INSTALLED AND REMOVED BY SITE CONTRACTOR BUFFER(TIP) 3.92 /TIN PROPOSED STEPS TW 10.00 X WITH HANDRAIL THROUGHOUT TH OF EGDURRAATTIION OF THE PROOE BE C�TANED "-� (BEM 5.50) / 4.6E OWNER. TW CONSTRUCTION ACTIVITIES WITH FACILITY TW 10.00 / _.27 X e (BEM 5.50) % s° TW 10.00 (BW 5.50) % R 4_64 4.64 7T 5.88 _ I2''' I�/�I�'�+, 12r M 12�' X ! BITE PLAN BASED UPON SURVEY PREPARED BY c L� V L� LI 1.� Z _ - ® 6''35 ONE AE 6 I,�i •sC7. RALPH HEM DAM MARCH 21.2= �-ZONE�B L sOM CM Fn Y nusr 6m u9TT�D++iLn ALIGNMENT AND DRAINAGE PLAN APPLINT: MLF1M aCA iMW<r 71F1A TIE UNE ALONG W�IOHOT TOUETOIFpY Lion APR I 20� APPARENT HIGH WATER CUTCHOGUEERIESIDENCE 53 ++ w CUTCHOGUE is WATER 2_38 TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ^ �3 AS AREµpRC1H'2A•20 O, 7�;O'A'/ i / SCTM:DIST.1000,SEC.110 ELK 7,LOT 22 Southold Town ,=YI: Board of Trustees S $J'27'00' 44.39 ba taste i 3 D MARINE DE LOCATOR OF ESTUARINE CONIC CAUTION NOTICE TO COMMACTOR AND MARINE O FISH AND IL REFERENCED p E ENGINEERING d --- - FROM U.S.FlSH AND WILDLIFE SERNCE THE COMPACTOR IS SPEC IC-Y CAUTIONED THAT ONE LOCATION AND/OR DEVATONS(i �,L, si NATIONAL WETLANDS INVENTORY B pLY ER51NO u1uTIEs A9 snow ON Tlfg PlAN9 L4 BASE)m RECOPDS Df ME VARIQNS Schillivia Baptiste,PE umw COMPANIES AND HRPE PDssam MFA9REL0NO5 TARN IN TIME FELD.ME 1581 FRANIOIN AVENUE•ROOR 2 M1WRE(XA NEW TORN I15O1 • NF-T.IIE NOT T�hRTM���µ)�T��KCa�aMY CONTRACTOR NY State License No.90207 Imone6Na66T.sNs7•www.LAAND6AansrECON usT CALL cxaYADIXa IT Is THE RESPONsiBMY OF-CONRAOITR TO RDDcATE ALL Lzs1NG OWN.BY: SB CHK'D.BY: 58 SCALE: 1°=20' SHEET: nubs WnON CQ011tf WITH THE PROPOSED ITPROVEMDNT9-ON M UN E PS 1 O F 3 o DATE: 10/52023 DATE: 10/5/2023 JOB N).:C2023-01-0001 33 31 29.04 ROAD x PLANTING SCHEDULE rIEFM�O0 37.OSEAS 2839 m 51'NBOL OUANIITY BDTANICAL NAME COMMON NAME 512E ACING YP 1] mmu PE mv_CA MCRKFAN BAYBERRY0.0 Bin o MUD CREEK x P ENT - - - - - PY 1D PRWHUs MA1OTIYA Bua PLuu Y-r�.-.-Os G otp s nivv� -38-,77 0i WIRE ,201, fR Eo° / 35.2 N 85.5 4G a s 36.97 67.6 ' 3�s4 tp � 19 `30. 4 1..1 WALL 0.8 Y7ALL l.t•S j• S 27.701 E PECdVIC BAY , g 1 o ACP. 56 12 000 30.3 20 KEY MAP a I SCALE:1"=600' o ` � I BA �Ll TOacnuN LEGEND �i9. Q1P�V N x _ram •SHREDDED BARK MLUCH 567� �Tt) x 4' 1 PLANT MCFR 0 PPE FOUND O 2 \ I SHRUB PLANTING DETAIL D CONC.MON FOUND O, 9 - I l _- _ _ _ _ NTS x 1 _ _ 7, UTILITY POLE y N I x WATER VALVE oh 30.7 1xr WATER METER ,71PV'1 32,2 x 91P,0 �1y LAMP POST r x -m- T WOOD 32.40 I OA CPO STEPS 2F� po. 25_40 9IL � N/0/F I WOOD TIE MURIEL H. KILBRIDE PLANTERS SCTM:1000-1 10-7-23 22.51 77.28 FE. P°f, Q`'P I .7 Ti<'G ° 21.2 p5 24.57 SY// 1 12.94 'F-<<11,- �'I F�0� aAp eO `� �4 10 PM 1 i N/0/F, o OR / a 8 MP PAUL & BARBARA LEARY O I d sus 5.07 SCTM.1000-110-7-21 15.41 11.5 5.40 No. REVISION DESCRIPTION DATE BY 4.20 NOR I,A, 3.92 y/fib h x 4.63 j 5.27 X E % Q / V E 1:J E 4_64 D e s.ea .;4.64 _ �! STEx _ j "U PLAN BASED MAFI H 0. PREPARED BY A P R 1 6 20250 �lZON,P_--�_� I�, RALPII HELL DATED YARCH 21,2021 OWNER: ZONE B ALU5O11 OI FAMLY TRUST m 1X921 LANDSCAPE PLAN e L, ,.7 APPLICANT:M �Y TRUST Southold Town TIE LINE ALONG aM EAST7ROAD tt L9 Board of Trustees APPARENT HIGH WATER CUTCHOGUE RESIDENCE 2.26 SITUATED IN H WATER 2_38 ,3GJj1 W olyloscn:£ CUTCHOGUE 5 xO BHOp TOWNOFSOUTHOLD,SUFFOLK COUNTY,NEWYORK MARCIH 21.2023 7.46 /' �.. 2_62 APP pOREN S 7 71 1 SCTM:DIST.1000,SEC.110,BLK 7,LOT 22 baptiste FO£NE pECONIC CAUTION NOTICE TO CONTRACTOR ENGINEERING WE cawACTnR¢vEM UY au N.TxAr THE LocAnw AND/aR ELEVATIONS Dr p•p•�• / 13 A ETILITY uTwP�SAS a P=�S'e�.�sm a R IN ROD.TM aus Richard B.Ignatow,RLA 15B1 FRANIQIN AVENUE•FLOORENINECIA,NEWYORK 115O1 lam 10,11S NDT TD BE RELIED w As BDNO EYACT w avvLE.WE CONTRACTW NY State License No.757 PXONeuseeT.],sT•w ULALANoeAPn__ MUST CALL WE APPROPRIATE UTNTY COMPANY AT 1E115I AB XOIIRS-ERE ANY EruvAnw.IT.THE REa04-TY Or THE OOI-TER TD RELDOATE AU mrnNc OWN.BY: MM CHK'D.BY: SB SCALE: 1"=20' SHEET: U rES MNIp1 C CT-THE PROPOSED 1MPRDVIENTS 91OMN ON WE PW 2 O F 3 '� DATE: 6/27/2024 DATE: 6/27/2024 JOB No.:C2023-01-0001 Hobson, Thomas From: Madison Messina <madison@mooreattys.com> Sent: Tuesday, April 15, 2025 9:37 AM To: Hobson, Thomas; Cantrell, Elizabeth; Lori Hulse Cc: Patricia C Moore; Betsy Perkins; R C Kilbride Subject: [SPAM] - Neighbor Concerns -Allison CM Family Trust Hearing scheduled for 4/16 Attachments: 04152025_Letter to Trustees.pdf Good Morning, Please find attached a letter from Patricia C. Moore regarding our representation of a neighbor to the Allison CM Family Trust and 820 East Road, Cutchogue. This matter is scheduled on the trustees' calendar for a hearing tomorrow. We are requesting an adjournment to allow us time to review the file and gather additional information. As Pat is unavailable until Thursday, April 17th, she will be unable to attend the meeting as currently scheduled. Please confirm receipt of this email at your earliest convenience. Thank you for your time and consideration. Best regards, Madison Messina Paralegal PLEASE REPLY TO ALL Mailing & Physical Address: Moore Law Offices 51020 Main Road William D. Moore, Esq. Southold NY 11971 631.765.4663 Fax Number: Patricia C. Moore, Esq. 631.765A643 631.765.4330 .mooreggys.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 Fax: (631) 765- 4643 Betsy Perkins Paralegal Madison Messina, Paralegal April 15, 2025 Town of Southold Board of Trustees 53095 Main Road Southold,NY 11971 Re: Allison CM Family Trust Premises: 820 East Road, Cutchogue Dear Trustees: My office has been retained by Richard Kilbride, the adjoining neighbor of the above referenced property. Our client received their notice for the upcoming hearing, scheduled April 16, 2025, only on April 14, 2025. We are reaching out to request an adjournment of this hearing to give our client and our office additional time to review the file and obtain further information. As it stands, we have the following questions and concerns. This matter had been posted on the LaserFiche pages of your site before disappearing in or around February 2025. Our client thought that this permit application was withdrawn, but it reappeared on April 8, 2025, for a meeting on April 16, 2025. As per my client, the elevations are incorrect. The wall heights and borders simply do not match the reality of the situation. The heights provided for the elevation of the top of the wall and the bottom of the wall in many cases do not synch with the proximate property elevations on the survey. And we are given top views only. It's impossible therefore to understand what the actual height of the proposed walls would be above grade in certain locations. We would ask the trustees' support in requesting that the designer provide side views/elevations which would better illustrate what ultimately will come forward for consideration. With regards to the drainage, the Allisons do have a long paved driveway which channels water from East Road down towards the dune area plantings. Drainage aspects are missing in this plan. The Allison family cites erosion as a primary problem driving the project. As the downhill neighbor of the Allisons for nearly 50 years, we have seen or been exposed to NO amount of erosion that justifies the scope of the project being discussed. Certainly, East Road drains through their property, but it hasn't impacted my client. Given this project, we would like to ensure that water isn't redirected to my clients property located at 860 East Road, Cutchogue. We are pleased to note the comment that "no fill" is to be used, but also observed that pink flagged markers, marked "wall" go well beyond the Allison's bay frontage slope. Our client is seeking additional information regarding how this will come together. My clients have enjoyed their neighborly relationship with the Allison family for nearly 50 years, although the proposed scope of their project and its industrial appearance (baskets of rocks?) C high, facing their property do not belong in this residential neighborhood environment. If our office, or our client, have misunderstood this, and a side view/elevation can clear this up, and has minimal visual impact, and is aesthetically designed to complement the unique nature of its environment, we would approach it with an open mind and hope to be able to support it. Very truly yours, Parvi -, a e. U04W Patricia C. Moore Attorney for Richard Kilbride 860 East Road, Cutchogue Cantrell, Elizabeth From: Schillivia Laland <sl@lalandbaptiste.com> Sent: Tuesday, April 8, 2025 2:54 PM To: Cantrell, Elizabeth Subject: Re:Allison Trust - 820 East Road, Cutchogue - Wetland Application Hi Elizabeth, Our current address is: Baptiste Engineering 1581 Franklin Avenue - FI 2 Mineola, NY 11501 Thankyou Schillivia Baptiste, PE, Assoc. DBIA President&CEO 1646.868.5321 1 sl(o)_lalandbaptiste.com ( www.lalandbaptiste.com Laland Baptiste From:Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Sent:Tuesday, April 8, 2025 10:10 AM To: Schillivia Laland <sl@lalandbaptiste.com> Subject: RE:Allison Trust-820 East Road, Cutchogue-Wetland Application Thank you. ECizabeth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631) 765-6641 From:Schillivia Laland <sl@lalandbaptiste.com> Sent: Monday, April 7, 2025 4:27 PM To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us>; Hobson,Thomas<thomash@southoldtownny.gov> Subject: Re: Allison Trust-820 East Road, Cutchogue -Wetland Application Hi Elizabeth, Please see the attached signed forms. Thankyou i APPLICANTIAGENURLPRESENT,A TIV' TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code ofEthics prohibits conflicts ofintcrest an the cart of town officers and ettinliYee T_s_he nuraose of this,f i to provide information which can'alert the•town of nossibie conI lets of mterest_Nnd allow tt to take whatever action is perpeca to avoid same. YOUR NAME: Allison CM Family Trust - ' (Last name,first name,diddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee - Change of Zone Coastal Erosion Approval:of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling;parent;or child)have a relationship with any ofUer or employee of the Town oE'Southold? "Relationship"includes by blood;marriage,or business interest."Business interest"-means aaiusiness, including a partnership;in which the town officer or•employee has even•a partial ownership of(or employment by)a corporation in which the town officer or employee'owns more than 5%of the shares. YES NO • x^ if you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): 1 A)the owner of greater than 5°/a of the shares of the corporate stock of the applicant (when the applicant is.a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity{when the 3 applicant is nota corporation); CA,`1 C).an officer,director,partner,or employee of the applicant;or ,s D)the actual7applicant. U,,/! 0-�-jA ION OF RELATIONSHIP �r�,�,a� �� DESCRIPTION S d V,I Submitted this day of 20— Signature Print Name Form TS 1 Drawing Name: B:\BE-DATA\Public\Projects\2023\C2023-01-0001 Cutchogue Property\Site Plan 6.dwg Last Modified: Nov 04, 2024 - 5:52pm Plotted on: Nov 04, 2024 - 5:53pm by baptistes SIT DATA LOT COVERAGE S.C.T.M. No.: DIST. 1000 SECT. 110, BILK 7, LOT 22 BUILDING FOOTPRINT 1,422.66 SF/ 6.17% TOTAL AREA: 23,050.5 SF (0.529 ACRES) IMPERVIOUS AREA 3.335.30 SF/ 14.47% EXISTING BLDG. FOOTPRINT: 1,422.66 SF TURF do LANDSCAPING AREA 18,292.54 SF/ 79.36% POST EXISTING ZONE: CUTCHOGUE RES IDECE 11935 TOTAL 23.050.5 SF/100.00% F�EFT SCHOOL DISTRICT. MATTITUCK CUTCHOGUE WOOD FIRE DISTRICT: CUTCHOGUE Q WATER DISTRICT: SCWA 1. MUD CREEK G STAKE SET �,A 4 PIPE FOUND G OQ CONC.MON FOUND y�O 33.31 X29.04 '!, URUTY Poa 37.05EAS ROAD o WATER VALVE F e gCA/ M NS 32.43 8 Ro WA1ER METER �MENT P GUY P • LAMP POST �O 'T f WIRE5'5 '20" 30.9 35.2 SITE PECONIC BAY WALL 0�8' WALL 1.1 S �• 27.7 0 4 \0 1 1ro. 56 12 oo��F \o I V306 o \ LU 1 to KEY MAP ow, J \a 34.51 X I Eb51W0 SURVEY SCALE: 1• - 600' 00 roy� \ X 1 STAKE ) CML ENGINEERING DRAWING SET 35.3 !y N I X SHEET NO. DRAWING NAME \ oyN I EXISIMIG PIPE 1 OF 4 ALIGNMENT PLAN yiP`y 32.25 X 'VIP FQp1O(TYP) 2 OF 4 LANDSCAPE PLAN Er E ' VE bb \ X 1 3 OF 4 CONSTRUCTION DETAILS WOOD a 4 OF 4 CONSTRUCTION DETAILS STEPS I 9 NOV 7 2024 *00 32.40 25.40 �` 21.74 N/0/F + I WOOD TIE MURIEL H. KILBRIDE PLANTERS 1&001 SCTM:1000-110-7-23 Southold TOWR o�E P��` Sze BW n.00 Board ofTnmtus F�'°�P°� �e� 1 23.77 4" Bwlaso Q. �C e�� X 9ti PROPOSED 4FT HIGH COON HALL 2 0�PJ56 0° BMW DRRkMrAY TO BE RE11OVFD AND SET COIRC. � �q,a�- `� BW 11.00 �L RACED VIMLANDSCAPED AREA MONUMENT L B 1 1 BW IT. ISk � PROPOSED GABION 00 \ ` �O LANDSCAPE WAIL I 11.00 N101F ° ` ��� PROPOSED 4.51FT NIGH GABM WALL PAUL & BARBARA LEARY DOSED STEPS \\ d 5 SCTM:1000-110-7-21 75.41 PROPOSED 3 FT EMEND WOOD PLANTERS 10 `u, �0°° tL + LAIDSCAPED BUFTE1t c") BE REMOVED AND DISPOSE .r OF BW 5.50 PROPOSED A��'T PROPOSED 4.3FT HIM GABION WALL CAM WALL o�S A Bw s so `s FXOSTI G STEPS TO BE +....�.._. _ X 4- REMOVED AND.DISp06<D OF BW b.60 PROPOSED 3 FT &50 GENERAL NOTES LANDSCAPED,Bumm ) � , eWPTOPosEe STEPS Tw 10.0o X KITH HANDRAIL 1. BAPTISTE ENGINEERING SHALL NOT BE WITH THE REQUIREMENTS OF THE TOWN, CONTRACTORS SOLE COST. BW 8.8D 4.63 RESPONSIBLE FOR CONSTRUCTION MEANS, COUNTY, STATE OR AS SPECIFIED 5.27 METHODS,TECHNIQUES.OR PROCEDURES HEREIN, LATEST EDITION. 15.ALL FILL AND BACKFILL SHALL BE UTILIZED BY THE CONTRACTOR.Nat FOR GRANULAR MATERIAL FREE OF ORGANIC BW1Q650 % X THE SAFETY OF PUBLIC OR CONTRACTOR'S 8. CONTRACTOR SHALL BE RESPONSIBLE AND OTHER DELETERIOUS MATERIALS. EMPLOYEES; OR FOR THE FAILURE OF THE FOR OBTAINING ANY AND ALL PERMITS ALL FILL AND BACKFILL SHALL BE TW 10.00 , CONTRACTOR TO CARRY CET THE WORK IN NECESSARY TO REMOVE ANY COMPACTED TO A MINIMUM 95% BW 5.60 / ACCORDANCE WITH THE CONTRACT EXCAVATED MATERIALS. STANDARD PROCTOR DENSITY IN DOCUMENTS. MAXIMUM 12- LIFTS, INCLUDING ALL 9. THE ENGINEER SHALL BE NOTIFIED EXCAVATIONS RESULTING FROM 4.64 2. CONTRACTOR SHALL BE SOLELY 48-HOURS'IN ADVANCE OF ALL REMOVED POOLS AND PIPING. % RESPONSIBLE FOR THE MEANS AND CONSTRUCTION. METHODS OF CONSTRUCTION AND THE 16.CONTRACTOR SHALL WARRANT, FOR A SAFETY AND IMPLEMENTATION OF 10.DEBRIS SHALL NOT BE BURIED ON THE MINIMUM PERIOD OF TWO YEARS FROM MEASURES FOR THE PROTECTION OF SUBJECT SITE. ALL UNSUITABLE COMPLETION OF PROJECT. ALL THE PUBUC, WORKERS, OWNER'S AND MATERIAL AND DEBRIS SHALL BE PAVEMENT AGAINST SETTLEMENT ENGINEER'S REPRESENTATIVES, PRIVATE DISPOSED OF IN ACCORDANCE WITH ALL CRACKING. ALL AREAS EXHIBITING 5.88 4 1r. AND PUBLIC PROPERTY, ADJACENT LOCAL TOWN. COUNTY, STATE AND SETTLEMENT CRACKING SHALL BE X WATERWAYS, AND NEW AND EXISTING FEDERAL LAWS AND APPLICABLE CODES. SAWCUT OUT, RE-COMPACTED, AND FACILITIES. REPAVED. ALL JOINTS BETWEEN OLD a 6.35 11. THE CONTRACTOR SHALL VISIT THE SITE AND NEW PAVEMENT SHALL BE SEALED. ZONE/_ !�+ 3. CONTRACTOR SHALL IMPLEMENT SUCH BEFORE BIDDING TO BECOME FAMILIAR MEASURES AS NECESSARY TO WITH PRESENT CONDITIONS AND TO 17.ALL EXISTING MANHOLE COVERS, VALVE DELINEATE AND IDENTIFY THE JUDGE FOR THEMSELVES THE EXTENT COVERS, ETC. ARE TO BE RESET TO CONSTRUCTION AREA, INCLUDING BUT AND NATURE OF WORK TO BE DONE. APPROPRIATE ELEVATION AS NOT LIMITED TO TEMPORARY SIGNING, NECESSITATED BY NEW PAVING AND AND WARNING LIGHTING. 12 ANY TING WALKWAYS OF THE PROPOSED APPARENT AGED AS GRADING. ALONGHIGH WATER 4. THE CONTRACTOR SHALL VERIFY ALL IMPROVEMENTS SHALL BE REPLACED'IN18.SITE CONTRACTOR SHALL REGRADE EXISTING CONDITIONS AND DIMENSIONS KIND' AT THE COST OF THE PROJECT AREA AS NECESSARY TO 2.26 BEFORE STARTING CONSTRUCTION AND CONTRACTOR. COMPLETE WORK. ALL AREAS SHALL BE SHALL NOTIFY THE ENGINEER OF ANY FINE GRADED TO PROVIDE SMOOTH WATER 2.39 f AMBIGUITIES OR WITH DISCREPANCIES WORK. F BEFORE 13. THE NY DISTURBANCECONTRACTOR ALL SHALL MINIMIZE SITE FOR SITION. ALL NEWPAVED AREAS UNSUITABLE SUB-BASE ASPOFENAARCHH21, 2023 5 17PRO 46 35 QUESTIONS ARISE BEFORE OR DURING IMPROVEMENTS. IT IS UNDERSTOOD REMOVED FROM SITE AND REPLACED • " W CONSTRUCTION AS TO THE DETAILS OF THAT THE CONTRACTORS BASE BID WITH ACCEPTABLE ENGINEERED FILL 5 61.27 0' / THE DRAWINGS, THE CONTRACTOR INCLUDES ALL COSTS ASSOCIATED WITH SUB-BASE FOR NEW PAVED AREAS 44.39' E C o N I C SHALL NOTIFY THE ENGINEER FOR DEMOLITION AND RESTORATION. AREAS SHALL BE FREE OF ORGANIC AND/OR APPRO)NA7E LOCA710M OF ESNARRE CLARIFICATION AND OR INSTRUCTIONS. DISTURBED BY CONSTRUCTION SHALL BE COMPRESSIBLE SOILS, AND DELETERIOUS AND MARINE DEEPIIAIER AS RED IF THE CONTRACTOR FAILS TO FOLLOW RESTORED TO PRE-CONSTRUCTION OR MATERIALS. ALL SUB-BASE SHALL BE FROM U.S.FISH AND WADIEE SERVICE T THE ABOVE PROCEDURE, HE SHALL BETTER CONDITION. NON-PAVED AREAS PROOF ROLLED. NATIONAL VOLANDS MM70RY ASSUME ALL RESPONSIBILITY FOR THE SHALL BE GRADED SMOOTH AND 1J CONSEQUENCES FOR HIS ACTIONS COVERED WITH A MIN. 3' LAYER OF 19. WHERE APPROPRIATE, THE / AND/OR DECISIONS. SCREENED TOPSOIL CONSTRUCTION AREA SHALL BE / PROTECTED BY THE INSTALLATION OF 6 / 5. E"ATIONS REFER TO N.A.V.D.1988 DATUMJ4.SITE CONTRACTOR SHALL BE FOOT HIGH TEMPORARY FENCING. ALL / RESPONSIBLE FOR ENSURING THAT CONSTRUCTION FENCE SHALL BE / 6. LOCATION OF EXISTING UTILITIES SHALL UNDERGROUND PIPING, STRUCTURES, SUPPLIED, INSTALLED AND REMOVED BY / BE VERIFIED BY CONTRACTOR PRIOR TO ETC. ARE NOT DAMAGED BY SITE CONTRACTOR. ALL MEANS OF / CONSTRUCTION. CONSTRUCTION ACTIVITIES INCLUDING, INGRESS/EGRESS MUST BE MAINTAINED BUT NOT LIMITED TO BACKFILLING AND THROUGHOUT THE DURATION OF THE 7. ALL WORK SHALL BE IN ACCORDANCE COMPACTION. REPAIRS SHALL BE AT PROJECT. COORDINATE CONSTRUCTION ACTIVITIES WITH FACIUTY OWNER. CAUTION NOTICE TO CONTRACTOR 3. REVISED PER CLIENT COMMENTS 5/14/24 SB THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE 2. REVISED PER TOWN COMMENTS 11/17/23 SB FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTIUTY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 1. REVISED PER TOWN COMMENTS 10/27/23 SB S11E PLAN BASED UPON SURVEY PREPARED BY RALPH HEL DA70 MARCH 21, 2023. No. REVISION DESCRIPTION DATE BY ALIGNMENT PLAN CUTCHOGUE RESIDENCE ba tol S' tle SITUATED IN CUTCHOGUE ENGINEERING D.P.C. TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK 1581 FRANKLIN AVENUE•FLOOR 2 MINEOLA,NEW YORK 11501 SCTM: DIST. 1000, SEC. 110, BLK 7, LOT 22 PHONE:646.887.3457•WWW.LAL.ANDBAPTISTE.COM DWN. BY: DATE: CHK'D. BY: DATE: SCALE: JOB NO.: SHEET: SB 10/5/2023 SB 10/5/2023 1" = 40' C2023-01-0001 1 OF 4 Drawing Name: 8:\BE—DATA\Public\Projects\2023\C2023-01-0001 Cutchogue Property\Site Plan 6.dwg Last Modified: Nov 04, 2024 — 5:52pm Plotted on: Nov 04, 2024 — 5:54pm by baptistes PI.ANT11 G SCHEDULE SYYBOL OUANnn BOTANICAL NAME CWMCN NAME Slg AgNG W IJ MHECA PENJYLYANNA NORTHERN MWERiY 7-2J'9.-3 0.0. PM 10 NiBIMS MAR IMA WOO FLAW 7-J'W.-Y 0.C. F�EFT woo, �o MUD CREEK caaA m e«u G�F� t"A sow BARN Nua 29.04 "`ANT swan O FLU 3331 V �i� S�•f O AD N x PLANrI�IQ 37.05EASfR 28.39 N RO x PAVEMENj 36.770E �' � uy WIRE 5 f�o" .. N 5 P 36.91 35..? 67.6 ' 30. ® I SITE PECONIC BAY ,--tt WALL 0.8' WALL 1.1 S 27.70' \� OS o °; \ 31.51 II KEY MAP S. :\ I SCALE: 1" = 600' d I 8 5 y N x `d \ 05 I 1 �P\ ,32.25 x 9�4 X I ti9 2489 WOOD Cf I (p 32.40 . STEPS I P� ��� 25.48 N/0/F I wODD TIE MURIEL H. KILBRIDE PLANTERS SCTM.•1000-110-7-23 22,51 172$ x 'L ° gO R y A j c'01 e° / p ed SET CONC. L� �\ 1 I 10 PM MONUMENT PG 0 Ja06� `� I \ � � I N/0/F, o e MP PAUL & BARBARA LEARY �\ ,, � 57 x SCTM.1000-110-7-21 15,41 \° d o _ 1Yz.75.40 R �� x , �d 3.92 Av/Av� x , 4.63 , 4.64 5.88 4.54 6.35 '�-`I •�rl. TIE LINE ALONG APPARENT HIGH WATER :6 `u 21J 2023 77�46' 6 pSP OFE MA RCHH ,00+' W 5 211K.1- 5 81•44.39' PECONIC 13.r / SITE PLAN BASED UPON SURVEY PREPARE BY RALPH HEIL DATE MARCH 21, 2023. No. REVISION DESCRIPTION DATE BY LANDSCAPE PLAN CUTCHOGUE RESIDENCE ba tMiste SITUATED IN ENGINEERING CUTCHOGUE D.P.C. TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK � A 1581 FRANKLIN AVENUE•FLOOR 2 MINEOLA,NEW YORK 11501 SCTM: DIST. 1000, SEC. 110, BILK 7, LOT 22 PHONE:646.887.3457•WWW.LALANDBAPTISTE.COM DAN. BY: DATE: CHK'D. BY: DATE: SCALE: JOB NO.: SHEET: MM 6/27/2024 SIB 6/27/2024 1" = 40' C2023-01-0001 2 OF 4 Drawing Name: 8:\BE—DATA\Public\Projects\2023\C2023-01-0001 Cutchogue Property\Details.dwg Last Modified: Nov 04, 2024 — 5:42pm Plotted on: Nov 04, 2024 — 5:58pm by baptistes 9gMINCII!1 CRIMP MM TO LOM LOW TWO Ind AT EACH QOOr QII'Peel r 2 NO NAL aTApp = OGP OIAIlIeI LACND WaE SAL BRINE TE OONMIOLD LADING (WELDElD WIFE MEW WIETONMIT OONTINUMLACNOaaETO DOMANALIFNIR•i N1W SME HALT HITCH Q O►R11r alWAGLAGL Wa® WELDED WF1E MESH TWEETED WiE RIM DO1dE HALT HITCH I IM40 AN ala'PC!" CINM qµr HIC H AL78MYE SNaC AND MEW HALF HDOHm AO SOWN I>71'!RNi LACM Ga!-M WIN HALF - OlLO'ONIE7s11�1 WI® Fa1CH LOO►a ATW OPACNO HALF HITCH LACENO DETAIL. HALF HETCH LACHO DETAL (WELDED WRE ME59FD (TWBTTD W IE ME*0 q TYPICAL ROTALLAUM{ABION BASKETS + q a a + 4 a d s yr + d • GPND Nr ALL BIND OABION C918 ALL M9i0R Q49ION C13 L B —� AM NOMINAL TYPICAL STFFM3:3 CAr WIl MIMID01 Bi�gE CLOSIM AFTER CLOBIltE cwe�xoac c� NTERLOCKNG WIRE FASTENERtw _ fIRBa3AHOGI®AT NIOlOTpll Q WI® T omLAr ,CJ 01R Ml O MMM ALLwO�S A1!NDYNAL CNYN9 -11 0! DIAIlISI SOQJO10 BEFORE CLOMM Af161 CLIDOW OVERLAPPNO RNG WIRE FASTENER 0.150'DIAMETER w q ALTERNATE TYNG FASTEMffM SPFIIgL ENDER It mo "' + ss LD CWHNA1M ALL GABION CELLS OPTIONAL STiFFENER3 WELDED WFIE GABK)N BASKET NOVEL SM AND CAPACITY LAOq W �D am LOAM DEDMIA9 @OOOE @NPM DMNalAOY CURAM GABION BASKET DETAIL `s"'� `E'°"" H°"` "IRS°~ (am A • • 1 a d`f NIS E 0- 0 a a c n a a a 1. GABION WALL SHALL BE INSTALLED IN ACCORDANCE PATH THE MANUFACTURER'S X t0 • 4 a STANDARDS AND SPECIFICATIONS.MANUFACTURER:MACCAFEItI Y 1 • 0 0 2. ROCK FILL SHALL BE 120 FOR 111101!1 3. CONTRACTOR SHALL REFER TO GASION LANDSCAPE WALL DETAIL FOR BASKET SIZE AND PLACEMENT WOVEN WIRE FENCE (MIN. 14.5 GAUGE - MAX. 6" MESH EROSION CONTROL AND LANDSCAPING NOTES SPACING) 10'MAXIMUM SPACING 36"MIN.FENCE POSTS DRIVEN SPECIFICATIONS AND GUIDELINES MIN. 16" INTO GROUND POSTS: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NEW YORK STATE GUIDELINES FOR STEEL EITHER'r OR"U" TYPE URBAN EROSION AND SEDIMENT CONTROL MANUAL,LATEST EDITION. OR 2"HARDWOOD SILT FENCE TO BE EROSION CONTROL INSTALLED ALONG LIMIT CONSTRUCT ALL SWALES AND BERMS AS SHOWN OR AS REQUIRED TO DIRECT AND OF CLEARING(TYP) CONTROL STORMWATER RUNOFF AND PREVENT EXCESS EROSION. 33%(3:1)SLOPES 36"MIN.FENCE STEEPER THAN(3:1)SHALL BE STABILIZED BY HYDROSEEDED WITH MULCH BINDER TYPE POSTS "AH",TYPE"A"OR BY USING JUTE MESH AS LISTED IN THE EROSION MANUAL OR AS SILT FENCE SPECIFIED BY THE ENGINEER c N TOPSOIL CLEARED AREA 0 MIN. ALL DISTURBED SOIL AREAS,EXCLUDING PAVED AREAS AND RECHARGE BASINS,MUST BE FLOW - UNDISTURBED GROUND COVERED WITH A MINIMUM OF 4"(INCHES)OF NATIVE TOPSOIL PRIOR TO THE REMOVAL OF EXCESS TOPSOIL UME AND FERTILIZER COMPACTED SOI 16.L MIN. ALL AREAS SPECIFIED TO BE SEEDED SHALL RECEIVE LIME AND SPECIFIED AS RECHARGE EMBEDDED FILTER BASINS SHALL RECEIVE LIME AND FERTILIZER FERTILIZER AS SPECIFIED BY EROSION CLOTH MIN. 6" CONTROL MANUAL OR AS ORDERED BY ENGINEER. INTO GROUND MULCHING ISOMETRIC VIEW SECTION ALL AREAS RECEIVING SEED AND ELSEWHERE AS NOTED,SHALL BE MULCHED AND ANCHORED. TYPE OF SEED,HYDROSEEDING OR ALTERNATE STABILIZATION TYPE"A"NORMAL LAWN SEEDING IN THE SPRING OR FALL USE A MIXTURE OF 30X OF MERION BLUE GRASS,65%CREEPING SILT FENCE DETAIL RED FESCUE AND 5X REDTOP AT A RATE OF 3 LBS.MIN. PER 1,000 SQUARE FEET. TYPE"B"-HYDROSEED MIX"B" NTS 50%TALL FESCUE 20Y SHEEP FESCUE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO'FENCE POSTS WITH WIRE 15%INTERMEDIATE WHEATGRASS TIES OR STAPLES. 5% RED FESCUE 5% REUSENS CANADA BLUEGRASS 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE TIES SPACED 5X KENTUCKY BLUEGRASS EVERY 24"AT TOP AND MID SECTION. TREE AND SHRUB PLANTING 3.WHEN TWO(2)SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE 1. ALL TREES AND SHRUBS SHALL BE PLANTED IN CIRCULAR PITS 1 FOOT CLEAR ON OVERLAPPED BY SIX(6)INCHES AND FOLDED. ALL SIDES AND BOTTOM OF ROOT BALL AND BACKFILL WITH A MIXTURE OF 7 PARTS TOPSOIL,1 PART ROTTED MANURE. 4.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES"DEVELOP IN THE SILT FENCE. 2. ALL PLANT MATERIAL SHALL HAVE VIGOROUS ROOT GROWTH AND BE FREE FROM ROOT INJURY AND DISEASE IN ANY FORM. 3. STREET TREES SHALL NOT BE PLANTED WITHIN 10'OF A FIRE HYDRANT,DRIVEWAY APRON OR STORMWATER PIPE/CATCH BASIN OR WITHIN 25'OF ANY STREET LIGHT, STREET SIGN OR POINT OF CURVATURE OR TANGENCY OF ANY CORNER. 4. ALL EXISTING TREES SHALL REMAIN EXCEPT AS NOTED. 5 A BRIGHTLY COLORED CONSTRUCTION FENCE SHALL BE ERECTED ALONG CONSTRUCTION CLEARING LIMITS AND AROUND EXISTING TREES TO MITIGATE THE IMPACT OF COMPACTION OVER CRITICAL ROOTS,INJURIES TO BARK AND LIMBS, SPILLS OF OIL,CONCRETE OR OTHER HARMFUL CHEMICALS. - - - - No. REVISION DESCRIPTION DATE BY CONSTRUCTION DETAILS CUTCHOGUE RESIDENCE ba tmiste SITUATED IN CUTCHOGUE ENGINEERING D.P.C. TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK � 1581 FRANKLIN AVENUE•FLOOR 2 MINEOLA,NEW YORK 11501 SCTM: DIST. 1000, SEC. 110, BLK 7, LOT 22 PHONE:646.887.3457•WWW.LALANDBAPTISTE.COM DWN. BY: DATE: CHK'D. BY: DATE: SCALE: JOB NO.: SHEET: SIB5/7/2023 SIB5/14/2023 AS NOTED C2023-01-0001 3 OF 4 Drawing Name: B:\BE—DATA\Public\Projects\2023\C2023-01-0001 Cutchogue Property\Details.dwg Last Modified: Nov 04, 2024 — 5:42pm Plotted on: Nov 04, 2024 — 5:59pm by baptistes w z PROPOSED 4FT HIGH GABION o LANDSCAPE WALL BY a MACCAFFERI OR APPROVED EQUAL (TW 15.00) EXISTING GRADE PROPOSED PROPOSED 4.5FT HIGH GABION LANDSCAPE PROPOSED MACCAFERRI LANDSCAPE WALL BY BUFFER m MACCAFFERI OR APPROVED MACTEX GEOTEXTILE w EQUAL PROPOSED BACKFILL AREA WELL GRADED (BW 11.00)" SAND AND GRAVEL ��/r pRO TO E PO SEp qZ�e (TW 10.00) IN12�LIFTS \ /i, /. EMBEDMENT ' e \� 2-0 F PROPOSED 3FT WIDTH X 3FT �/ PROPOSED MACCAFERRI HEIGHT GABION UNIT WITH MACTEX GEOTEXTILE LENGTH AS SHOWN (TYP) G 3 PROPOSED BACKFILL AREA \ �� " (BW 5.50) WELL GRADED SAND AND COMP�A�CTED IN 12 AVEL TO BE r EM\BEDM�N //r // ISnNG GRADE DEPTH 1-6 PROPOSED 3FT WIDTH X 3FT HEIGHT GABION UNIT WITH LENGTH AS SHOWN (TYP) OABION LANDWA NE WALL PROFILE B—B SCALE: 1/4" = 1' w z 7 o: w a_ 0 a PROPOSED 3'- PROPOSED 4.5FT HIGH GABION RETAINING LANDSCAPE BUFFER WALL BY MACCAFFERI OR APPROVED EQUAL (TW 10.00) EXISTING GRADE /PROPOSED MACCAFERRI •� MACTEX GEOTEXTILE PROPOSED BACKFILL AREA IWIJI: WELL GRADED SAND ANDcGRAVEL TO BE ,o COMPACTED IN 12" LIFTS (BW 5.50) H �� \\' PROPOSED 3FT WIDTH X 3FT 0611NG GR �� EL T HEIGHT GABION UNIT WITH r LENGTH AS SHOWN (TYP) SON LANDSCAPE WALL PROFILE A—A SCALE: 1/4" = 1' No. REVISION DESCRIPTION DATE BY CONSTRUCTION DETAILS CUTCHOGUE RESIDENCE ba tolstle SITUATED IN CUTCHOGUE ENGINEERING D.P.C. TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK 1581 FRANKLIN AVENUE•FLOOR 2 MINEOLA,NEW YORK 11501 SCTM: DIST. 1000, SEC. 110, BLK 7, LOT 22 PHONE:646.887.3457•WWW.LALANDBAPTISTE.COM DWN. BY: DATE: CHK'D. BY: DATE: SCALE: JOB NO.: SHEET: SB 5/7/2023 SB 5/14/2023 AS NOTED C2023-01-0001 4 OF 4 zS.Da 9fE DATA ]].DSEASe). R OAD x � � � 8 V i� I rv4oa w�t:r� C ^a4 @S .s i�D �eu 1 r.lm usmm sc�. ie / HE 5.5 '20' ®N®19s! Ss2a5'A"O - 67.6 �` t"t>l cossaAaE: L,m WPLL D.B' ALL 1. 41��„{'„ 27.70' I • R,.. 2a.<xi5Y/�a<.a<x �• MY `� N O V 7 2024 SCALE: G 56• s �s ,I s, ` c^ f � x I tSs . )� .i..sl I Ensnnc swtw:Y � ° �, 1 x I /srA1¢(Tw) ■ <wc.Rw raw< °' F x I Southold Town �^ DS -I E O5 ND PPE Board of Trustees D , :A�» . 3 x z.:5 x EDUAD(]Yp) 1z.o (rw 1zsD) PPw<SED wwE t.m P4<r I �Os� PRrooxo dO D srtrs I $� 10.o °°• 211 L—SCAPE WALL (BW moo) 1i2a ao W000 nE I.-S fiA ogE okaa 22.01 1Z39 o I NH O F a.o x i MURIEL H.KILBRIDE xo F,.aA.sz \.e .o?e bias•�/,� �22 oD x m 15.ao PROFILE A-A .s, EPO,P 9 BN 1200) HORIZONTAL SCALE'1• ID. RTICAL SCALE:B I.ANS. 1/T e 2 4E M1 lAn2$DAPE YALL MMn III000 A��. 54 11.fi2 s.aP tEsio eE N/0/F 15..1 .o�' x a PAUL &BARBARA LEARY to Ltt, Bw 12.w Tao t ca X 1x.o •.worn w'u (_ Namrw lzso) H'AN. -6� f � MHO A 1 I I too ,$ lANO—E WALL REVISION DESCRIPNDN DPTE BY 1 �Ap S JM�'Stfi a JI) X m So / (BW .5D) a BW to. 6.0 Rax / o 8 S � 2.0 o.o PROFILE B-B F HORIZONTAL SCALE',I• l 2' N:RTICPL SCNE I/Y� I X � i635 EpE��� 'sCD• W1�'iE0.aoa�Y�'aPOl9At1Et�ImoA 1�•B OWNEa �"ZpNE VE t _ SITE IMPROVEMENTS PLAN APE nia[NTLOIG P W.ER CUTCHOGUERESIDENCE 2.29 51TDATEDIN ' `I'I cmCHOGDE ppppRENi wGN WAtFF 35 Town Di SOo MD,SUFPDIIICWNTY,NEWroR1c 2.92 pS OY YpPCY21.2023 5 j7•46'' sCTM:DIST.IOW,SFG 11o.BI1().lm2z S gt'27'00" W 2�•p4�// PPPROmIPIE LOCA11W Of FSNAPoNE 44.39 CpNIC baptists Alm Y4AIE DEEPaAiER AS fO AM p E CAUTION NOTICE TO CONTRACTOR ENGINEEIUNG RiDY V.S.R91 ANp 18WIdE SEANCE n�• NPA01aAt K1LAND5 OMNItlIY BYp, _ YNIIMa Baptiste,PE �u ur I / �r.r aarucr rn ea lovsn rromn rwri w�r nna N1'State license No.90io] ��va�vnr�a�'.,u'm�n�'� r Dwn.ev: s0 r„rD.sr: se .:v : OF 1 DATE: 3 DATE: 10 5 ZDZ3 loBNa.:C2o21seas rCL o1 snEEr 1 04 . ' 33.31 29 SITE DATA GENERAL NOTES x S.C.T.M. No.: DIST. 1000 SECT. 110, BLK 7, LOT 22 F AD � TOTAL AREA: 23 050.5 SF 0.529 ACRES E �, t ) w �� OOD �{ � I EXISTING BLDG. FOOTPRINT: 1 422.66 SF II � 28.39 1. BAPTISTE ENGINEERING SHALL NOT BE RESPONSIBLE FOR 37. 05 32. 43 EXISTING ZONE: R-40 RESIDENCE CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR PROCEDURES x ��� ' POST OFFICE: CUTCHOGUE 11935 UTILIZED BY THE CONTRACTOR, NOR FOR THE SAFETY OF PUBLIC F,� F` MUD CREEK M MATTITUCK CUTCHOGUE OR FOR THE FAILURE OF THEFIRE �� P AVE SCHOOL DISTRICT: OR CONTRACTOR'S EMPLOYEES; .40 36. 770 F GUY !! WATER I DISTRICT:RICT: SCWA CUTCHOGUE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. BFgC RMgNS WIRE ! 20 QN5052. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE 'QD � 35.20 �NM ! 30.'94 MEANS AND METHODS OF CONSTRUCTION AND THE SAFETY 36. 91 > 6706 LOT COVERAGE AND IMPLEMENTATION OF MEASURES FOR THE PROTECTION OF THE PUBLIC, WORKERS, OWNER'S AND ENGINEER'S _ . , ® 30. 64 BUILDING FOOTPRINT 1,422.66 SF / 6.17% REPRESENTATIVES PRIVATE AND PUBLIC PROPERTY ^ ^ ^ ^ ^ .8' WALL 1 .1 S I J IMPERVIOUS AREA 3,335.30 SF / 14.47% ADJACENT WATERWAYS, AND NEW AND EXISTING FACILITIES. SITE PECONIC BAY WALL 0 o "� TURF & LANDSCAPING AREA 18,292.54 SF / 79.36% 279 / 0 TOTAL 3. CONTRACTOR SHALL IMPLEMENT SUCH MEASURES AS O I (� 23,050.5 SF / 100.00% NECESSARY TO DELINEATE AND IDENTIFY THE 0 CONSTRUCTION AREA, INCLUDING BUT NOT LIMITED TO 30.30 O J TEMPORARY SIGNING, AND WARNING LIGHTING. KEY MAP 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS n _ �1 I AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND SCALE. 1 - 600 kP 31 .51 I � SHALL NOTIFY THE ENGINEER OF ANY AMBIGUITIES OR x DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. IF tS�o �1 Vi I ANY QUESTIONS ARISE BEFORE OR DURING CONSTRUCTION LEGEND ch AS TO THE DETAILS OF THE DRAWINGS, THE CONTRACTOR �� 34.51 EXISTING SURVEY SHALL NOTIFY THE ENGINEER FOR CLARIFICATION AND OR STAKE SET'' x STAKE (TYP) INSTRUCTIONS. IF THE CONTRACTOR FAILS TO FOLLOW THE ABOVE PROCEDURE, HE SHALL ASSUME ALL PIPE FOUND O �� I RESPONSIBILITY FOR THE CONSEQUENCES FOR HIS ACTIONS OJJ 35.30 . AND/OR DECISIONS. CONC. MON FOUND -v< � I < �p I 28.05 5. ELEVATIONS REFER TO N.A.V.D. 1988 DATUM. �� UTILITY POLE x N x 6. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY WV WATER VALVE �N\A I CONTRACTOR PRIOR TO CONSTRUCTION. �� 0• 30. 12 � EXISTING PIPE WATER METER 7. ALL WORK SHALL BE IN ACCORDANCE WITH THE p �P 32.25 FOUND (TYP) REQUIREMENTS OF THE TOWN COUNTY STATE OR AS ' x l I y SPECIFIED HEREIN, LATEST EDITION. ' LAMP POST 4.89 WOOD <� 8. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS NECESSARY TO REMOVE ANY EXCAVATED STEPS I � MATERIALS. 32.40 9. THE ENGINEER SHALL BE NOTIFIED 48-HOURS IN ADVANCE O 21 . 74 OF ALL CONSTRUCTION. O 25. 40 N101F O 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL J UNSUITABLE MATERIAL AND DEBRIS SHALL BE I MU D SPOSED RIEL H. BRIDE WOOD TIE 7 -23 OF IN ACCORDANCE WITH ALL LOCAL TOWN, COUNTY, CIVIL ENGINEERING DRAWING SET TW 15.00 SCTM: > 000 - 110 - STATE AND FEDERAL LAWS AND APPLICABLE CODES. PLANTERS 11. THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING SHEET NO. DRAWING NAME 22.51 17.28 (BW 11 .00) TO BECOME FAMILIAR 1 OF 3 ALIGNMENT PLAN WITH PRESENT CONDITIONS AND TO L P�� JUDGE FOR THEMSELVES THE EXTENT AND NATURE OF 2 OF 3 LANDSCAPE 23. 71 • � TW 10.00 PLAN G WORK TO BE DONE. ,BOG G� �g Oo o� 21 .2 (BW 5.50) 3 OF 3 CONSTRUCTION DETAILS 12. ANY EXISTING WALKWAYS DAMAGED AS A RESULT OF THE x PROPOSED 4FT HIGH GABION WALL PROPOSED IMPROVEMENTS SHALL BE REPLACED "IN KIND" � 0 . lb &0 5 2 24.5 7 '�°' �P�� S��P oe / AT THE COST OF THE CONTRACTOR. / 12.94 TW 14.00 13. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE OF ALL EXISTING SITE IMPROVEMENTS. IT IS UNDERSTOOD THAT (BW 11 .00) Z S cP / B THE CONTRACTORS BASE BID INCLUDES ALL COSTS ASSOCIATED WITH DEMOLITION AND RESTORATION. AREAS TW 13.00 EXISTING DRIVEWAY TO BE REMOVED AND DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO \x0 Ik �0 \ BW 11 .00 REPLACED WITH LANDSCAPED AREA PRE-CONSTRUCTION OR BETTER CONDITION. NON-PAVED ( ) AREAS SHALL BE GRADED SMOOTH AND COVERED WITH A EMIT s� F F\'� �`�� B TW 12.00 MIN. 3" LAYER OF SCREENED TOPSOIL. (BW 11 .00) 14. SITE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING 0 \ PROPOSED GABION THAT UNDERGROUND PIPING, STRUCTURES, ETC. ARE NOT DAMAGED BY CONSTRUCTION ACTIVITIES INCLUDING, BUT LANDSCAPE WALL GF / NOT LIMITED TO BACKFILLING AND COMPACTION. REPAIRS TW 11 .00 SHALL BE AT CONTRACTORS SOLE COST. (BW 11 .00) 15. ALL FILL AND BACKFILL SHALL BE GRANULAR MATERIAL FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS. IV0 .F' 'I ' \ \ !� PROPOSED 4.5FT HIGH GABION WALL ALL FILL AND BACKFILL SHALL BE COMPACTED TO A / \ \ MINIMUM 95% STANDARD PROCTOR DENSITY IN MAXIMUM PA UL �c BARBARA LEARY PROPOSED STEPS \ p0 pO�S �j. ?" 12" LIFTS, INCLUDING ALL EXCAVATIONS RESULTING FROM + REMOVED POOLS AND PIPING. SCTM: 1000 - - 7 - 0 ,G 15.4 16. CONTRACTOR SHALL WARRANT, FOR A MINIMUM PERIOD OF TWO YEARS FROM COMPLETION OF PROJECT, ALL y PROPOSED 3 FT PAVEMENT AGAINST SETTLEMENT CRACKING. ALL AREAS �/ EXISTING WOOD PLANTERS TO `' � -' e�OQ ��� K� ' LANDSCAPED BUFFER (TYP) EXHIBITING SETTLEMENT CRACKING SHALL BE SAWCUT OUT, .-.f" � - °;' ' �` / RE-COMPACTED, AND REPAVED. ALL JOINTS BETWEEN OLD BE REMOVED AND DISPOSED o� , . \ �%� r TW 10.00 AND NEW PAVEMENT SHALL BE SEALED. OF 1 1 .59 1 (BW 5.50) 17. ALL EXISTING MANHOLE COVERS, VALVE COVERS, ETC. ARE PROPOSED 4.5FT HIGH 19 7 ,,.-' TO BE RESET TO APPROPRIATE ELEVATION AS GABION WALL A ,.' PROPOSED 4.5FT HIGH GABION WALL NECESSITATED BY NEW PAVING AND GRADING. PLAN REVISION LIST o p 4 D !p�QS e ,", / 18. SITE CONTRACTOR SHALL REGRADE PROJECT AREA AS No. REVISION DESCRIPTION DATE BY a po \0y A TW 10.00 NECESSARY TO COMPLETE WORK. ALL AREAS SHALL BE �' `� BW 5.50 FINE GRADED TO PROVIDE SMOOTH TRANSITION. ALL �, , ( ) UNSUITABLE SUB-BASE FOR NEW PAVED AREAS SHALL BE 1. REVISED PER TOWN COMMENTS 10/27/23 SB \ REMOVED FROM SITE AND REPLACED WITH ACCEPTABLE 2. REVISED PER TOWN COMMENTS 11/17/23 SB 4.20 ��' EXISTING STEPS TO BE ENGINEERED FILL. SUB-BASE FOR NEW PAVED AREAS � I-le- SHALL BE FREE OF ORGANIC AND/OR COMPRESSIBLE o y REMOVED AND DISPOSED OF 3. REVISED PER CLIENT COMMENTS 5/14/24 SB TW 10.00 x �� SOILS, AND DELETERIOUS MATERIALS. ALL SUB-BASE / SHALL BE PROOF ROLLED. (BW 5.50) TW 10.00 19. WHERE APPROPRIATE THE CONSTRUCTION AREA SHALL BE o PROPOSED 3 FT � (BW 5.50) PROTECTED" /Cv BY THE INSTALLATION OF 6 FOOT HIGH LANDSCAPED �O , = TEMPORARY FENCING. ALL CONSTRUCTION FENCE SHALL BE o No SUPPLIED, INSTALLED AND REMOVED BY SITE CONTRACTOR. ° BUFFER (TYP) 3. 92 PROPOSED STEPS / ALL MEANS OF INGRESS EGRESS MUST BE MAINTAINED z TW 10.00 x , WITH HANDRAIL THROUGHOUT THE DURATION OF THE PROJECT. �^ 4. 63 COORDINATE CONSTRUCTION ACTIVITIES WITH FACILITY .. , j (BW 5.50) / OWNER. € �. TW 10.00 5.27 �`, �_ ��Ov - 7 202 (BW 5.50) ri _ r,i'usfices 12 _ TW 10.00 (BW 5.50) "O N I / O o , 4. 64 z 4.1 o J 4. 64 5.88 j x _ j SITE PLAN BASED UPON SURVEY PREPARED BY 41 RALPH HEIL DATED MARCH 21, 2023. 6.35 ZO OWNER: 8AW0SON CM FAMILY TRUST EAST CVTWOGU EON 119M ALIGNMENTPLAN L APPLICANT: AWSON CM FAMILY TRUST U � TIE LINE ALONG 820 EAST ROAD o CUTWOGUE, NY 11935 APPARENT HIGH WATER .-- CUTCHOGUE RESIDENCE Q 2.26 SITUATED IN CUTCHOGUE UGH W 38 o 5 ��' �so TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK N App ARENT H 21 , 2023 A6 � M ARCH 7 " / "' -� _ SCTM: DIST. 1000, SEC 110, BLK 7, LOT 22 5 !! 2. 62 AS OF O • W 2� F .. 0 B1002 7900 S °. ss�aN ,. 44 - 39 � APPROXIMATE LOCATION OF ESTUARINE C� Q AND MARINE DEEPWATER AS REFERENCED C AUTION NOTICE TO CONTRACTOR FROM U.S. FISH AND WILDLIFE SERVICE ENGINEERING j / THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATIONS OF Schillivia Ba tiste PE D.P.C. NATIONAL WETLANDS INVENTORY EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS p , E m UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE 1581 FRANKLIN AVENU - FLOOR 2 MINEOLA, NEW YORK 11501 / INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR NY State license No. 90207 PHONE:646.887.3457 •WWW.LALANDBAPTISTE.COM z MUST CALL AT LEAST 48 HOURS BEFORE ANY EXCAVATION.nI APPROPRIATEHE COMPANY T IS THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING i �� _ UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DWN. BY. SB CHK D. BY. SB SCALE. 1 - 20 SHEET: 1OF3 „ DATE: 10/5/2023 DATE: 10/5/2023 JOB No.:C20 - - 33.31 29. 04 x PLANTING SCHEDULE F� AD EET W 0 0 0 D �.. SYMBOL QUANTITY BOTANICAL NAME COMMON NAME SIZE SPACING 37. 05 32.43 28.39 a x = MP 13 MYRICA PENSYLVANICA NORTHERN BAYBERRY 2'-2.5' SP. - 3' O.C. �� MUD CREEK PM 10 7 PRUNUS MARITIMA BEACH PLUM 2'-3' SP. - 4' O.C. P P eE� 36. 77 . � G U Y 0 � cy . . �' WIRE 920 8 505 Ro N 35.20 9 30. 94 1p 36. 91 K) 67 • �P5 ® 30. 64 WA B tJ� WALL 0.8' WALL 1 .1 S jo SITE PECONIC BAY 27 , 70 \ (`Q o 0 °o 30.30 KEY MAP \ `c1 O JJ �ro • . p F` a I SCALE: I" = 600' p• \ 31 .51 BURLAP TO REMAIN P�� x [COMPACTED BACKFILL LEGEND 00 � Vil- I BACKFILL S �� 34.51 4" SHREDDED BARK MULCH STAKE SET (S J ° PLANT SAUCER x rL PIPE FOUND O \ I SHRUB PLANTING DETAIL O'' 35.30 NTS CONC. MON FOUND J x C-C)� UTILITY POLE 28.05 N x WV WATER VALVE \ �� I p• 30. 12 �•�, � WATER METER I x LAMP POST \ I �O x y 24.89 WOOD STEPS 32.40 _ 0 y 21 . 74 25.40 -� N101F of MURIEL H. KILBRIDE I WOOD TIE I PLANTERS SCTM: 1000 - 110 - 7 -23 22.51 17.28 F�• p� Q\,P 23. 7121 .2 �� cb ��• o g P�� x ' p >x F�• 24.57 '�°� �� ,��e e/ 12. 94 10 Pm 8 MP N101F i � � � 1 ?�Px,1 �� , 5. 0 7 • PAUL & BARBARA LEARY 4o oo oo°S/��' e S C TM. 1 0 0 0 1 1 0 7 - 2 1 15.41 1 r •4 4 11 .59 12. 78 r / o �".`` ,,- 5.40 No. REVISION DESCRIPTION DATE BY P �e d 4O" TC) / E Q 4.20 x � / co N � Q N O ti0 � O� 3. 92 /N Zx _ ---- 4. 631 O 5.27 $' NOV 7 2024 � / x CL 12 mot' N ON / d- O 4. 64 z 0 fN O J 39 4. 64 5.88 �j. SITE PLAN BASED UPON SURVEY PREPARED BY -�" •s RALPH HEIL DATED MARCH 21 2023. 6.35 �''�ON� VE $ AWSON CM FAMILY TRUST 820 EAST CUTC:H000 ROAD 11935 LANDS11160f2%APE PLAN 0) , r APPLICANT: .� AWSON CM FAMILY TRUST 820 EAST AD TIE LINE ALOE G CCUT E OGU .ONY 11935 APPARENT HIGH WATER CUTCHOGUE RESIDENCE 0 0 r 2.26 SITUATED IN N CUTCHOGUE IN ATER 2.38 �� Vq �O��osc,aP� TOWN OF SOUTHOLD SUFFOLK COUNTY,1`035 0 NTY, NEW YORK N T HIGH W 4r6 � Rpa�G �0N N RCH 3 � 7� / APP ARE A 21 ' ZOZ / ` ° SCTM: DIST. 1000 SEC. 110 BLK 7 LOT 22 2. 62 AS OF M �J O 4 / . , HIV 2 �.. ,; 81012Oo 9 / 9 do0So 44 - 3 9 i O Ic 0 CAUTION NOTICE TO CONTRACTOR EMINEERING m THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATIONS OF MM, EXISTING 00 / UTILITI UTILITY COMPANEESAANDHWHERE POSSIBLEP OWN ON THESE LANS MEASUREMAENE S A END ON C�N DTHE FIELD. THES OF THE IOUS Richard B. Ignatow, RLA 1581 FRANKLIN AVENUE'- FLOOR 2 MINEOLA, NEW YORK 11501 13 A / INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR NY State License No. 757 PHONE:646.887.3457 •W1NW.LALANDBAPTISTE.COM MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY z EXCAVATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING DWN. BY: MM CHK'D. BY: SIB SCALE: 1" - 20' SHEET: UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. - F DATE: DATE: JOB No.:C2023-01-0001 2 0 3 0 6/27/2024 6/27/2024 -77 SPPoAL LOOP TWO MEM11ES AT CRWIP ENDS TO LOCK EACH END OF S'TFFEMM W Z 4' t NOMNAL SPACINQ 0.0137" DIAMETER LACNQ WFE W SPIRAL BINDER TIE CONTNUOUS LACM, � $ WIRE PROPOSED 4 F T HIGH G A B I O N o (WELDED WIRE MESH) WIRE TO NEXT TO LANDSCAPE WALL BY DOUBLE HALF FITCH W-n&NXLE HALF HITCH ry 6* OVERLAP 0 W D0i° ' WELDED WIRE MESH TWISTED WIRE MESH M A C C A F F E R I OR APPROVED SELVAQE WIRES EQUAL BIN Be DIAPHRAGMS (TW 15.00) DO1B-E Hi41-F""C" g„�I� EXISTING GRADE .E HALF HTCH &7E MTE M%ME AND DOUBLE w HALF HITCHES AS SHOWN '� -� �,- -- I I PROPOSED LACNQ WIRE.ME Wi'iH HALF 3 — O HTCH LOOPS AT W SPAC '+IQ 0120' °Ki4"'I ' "� "' `` \ w PROPOSED 4. 5FT HIGH G A B I ON LANDSCAPE HALF HITCH LACING DETAIL HALF HITCH LACING DETAIL 3 0 E— LANDSCAPE WALL BY BUFFER (WELDED WIRE MESH) (TWISTED WIRE MESH) PROPOSED MACCAFERRI ~ - � � m M A C C A F F E R I OR APPROVED M ACTEX GEOTEXTI LE -� ' J w EQUAL TYPICAL INSTALLATION GABION BASKETS Is PROPOSED BACKFILL AREA ` '�\ CO g'—p" WELL GRADED 1 (BW 11 .00) SAND AND GRAVEL 4 ' ALL EN® GABION CELLS TO B E COMPACTED f — / PR pP p ALL INTERIOR GABION CELLS � ,_.- �� \ / S (TW 10. OO IN 12 LIFTS �i, / E EMBEDMENT TYPICAL STIFFNERS -- �- � END OF.IOINT \ \� DEPTH \ ---.� o ALL — �. 2 0 . ARE NOIVAL \\ f 0 . w �// \ PROPOSED MACCAFERRIF— CMAW Ia� PROPOSED 3FT WIDTH X 3FT � O- WIFE DIAL f.��, Q HEIGHT GABION UNIT WITH M ACTEX GEOTEXTI LE , �- oo BEFORE CLOSURE AFTER CLOSURE 0.w LENGTH AS SHOWN (TYP) INTERLOCKING WIRE FASTENER ICE TION OF WOES - 0 r ` STD HOOKED AT W ILU z ! . i PROPOSED BACKFILL AREA �'4 -6 (BW 5. 50) r cvo ►P NOTE WELL GRADED SAND AND b ALL X 01>� WIRE aAl�EreR , ,� GRAVEL TO BE / EXI S COMPACTED IN 12 LIFTS '�' ` -- � , MBEDM T/NG G E E'N \ � \/ RAGE O-W YAM DIAMETER END OF,Iol�vr p ��-.�� � DEPTH - BEFORE CLOSURE AFTER CLOSURE w \ \ N OVERLAPPING RING WRE FASTENER 0.150" DIAMETER PROPOSED 3FT WIDTH X 3FT ALTERNATE TYING FASTENERS SPIRAL BINDER ' , 3, HEIGHT GABION UNIT WITH '� LENGTH AS SHOWN (TYP) ALL GABION CELLS UD OPTIONAL STIFFENERS GABION LANDSCAPE WALL WELDED WIRE GABION BASKET PROFILE B-B DIAPHRAG�s ' SCALE: 1/2" = 1' GABION BASKET' BIDE NOMINAL SIZES AND CAPACITY LACIVO VV WE CODE ffiE fN FEET DIAPHRAGM CAPACITY LETTER LENM �{T PARTnXW (CUYD) � BASE (�LACM DETALB) A 6 3 1 2 B 9 3 2 3 Ld 0011 C 12 3 3 4 Z X 15 3 4 5 J FLM :L UST 089� Y 2 3 5 6-:1 "' No. REVISION DESCRIPTION DATE BY fY w GABION BASKET DETAIL 0 - - - - �E o NTs PROPOSED 1. GABION WALL SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S 3'— 0" STANDARDS AND SPECIFICATIONS. MANUFACTURER: MACCAFERI LANDSCAPE PROPOSED 4.5FT HIGH GABION RETAINING 2. ROCK FILL SHALL BE 120 PCF. BUFFER WALL BY MACCAFEERI OR . APPROVED EQUAL 3. CONTRACTOR SHALL REFER TO GABION LANDSCAPE WALL DETAIL FOR BASKET SIZE AND PLACEMENT (TW 10. 00) GRADE EXISTING \ f EROSION CONTROL AND LANDSCAPING NOTES ! - SPECIFICATIONS AND GUIDELINES II \ PROPOSED MACCAFERRI - ,-. << gown ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NEW YORK STATE GUIDELINES FOR //�y/ M ACTEX GEOTEXTI LE �--- --` LL Pf h'USUP@S URBAN EROSION AND SEDIMENT CONTROL MANUAL, LATEST EDITION. W �`� �3�,. �, - ------.--_ EROSION CONTROL ,..., CONSTRUCT ALL SWALES AND BERMS AS SHOWN OR AS REQUIRED TO DIRECT AND WOVEN WIRE FENCE (MIN. 14.5 Q � PROPOSED BACKFILL AREA CONTROL STORMWATER RUNOFF AND PREVENT EXCESS EROSION. 33% (3 .1) SLOPES GAUGE — MAX. 6 MESH - � m �-� STEEPER THAN (3:1) SHALL BE STABILIZED BY HYDROSEEDED WITH MULCH BINDER TYPE SPACING) >'"°`` _w --� WELL GRADED SAND AND "AH", TYPE "A" OR BY USING JUTE MESH AS LISTED IN THE EROSION MANUAL OR AS � °-'' ' GRAVEL TO BE SPECIFIED BY THE ENGINEER 10' MAXIMUM SPACING 36" MIN. FENCE POSTS DRIVEN ,Q' , .f TOPSOIL MIN. 16" INTO GROUND POSTS: §.: ._.. f{ co �- COMPACTED IN 12 LI FTS ALL DISTURBED SOIL AREAS, EXCLUDING PAVED AREAS AND RECHARGE BASINS, MUST BE STEEL EITHER "T" OR "U" TYPE OR 2" HARDWOOD (B W 5. 50) .- COVERED WITH A MINIMUM OF 4" (INCHES) OF NATIVE TOPSOIL PRIOR TO THE REMOVAL OF �. , SILT FENCE TO BE EXCESS TOPSOIL. d F -.. ..... INSTALLED ALONG LIMIT . - .. . OF CLEARING (TYP) LIME AND FERTILIZER - �, r ALL AREAS SPECIFIED TO BE SEEDED SHALL RECEIVE LIME AND SPECIFIED AS RECHARGE z 36 MIN. FENCE \ �.- ~ , D E. m - A PROPOSED A N P SED B SI S SHALL \ �. 3F LL RECEIVE I T WIDTH C IVE L ME AN X 3 D FERTILIZER RFT L ZE FERTILIZER I R A SPECIFIED POSTS E LZE S S CF Y E IED B EROSION SILT FENCE----,-,, GRADE C G � N CONT ROL MANUAL I \ L U L R A —��0 S ORDERED DE ED BY ENGINEER. X S EMBED MENT ti.. HEIGHT� � N . � GABION UNIT WITH MULCHING `;; 20" MIN. \\ DEPTH y LENGTH AS SHOW N (TYP) ALL AREAS RECEIVING SEED AND ELSEWHERE AS NOTED, SHALL BE MULCHED AND CLEARED AREA �\ ANCHORED. FLOW UNDISTURBED \ \\ /\\ --�► GROUND �� /\ OWNER: P F R I \/ /TYPE 0 SEED. HYD OSEED NG OR ALTERNATE STABILIZATION � AWSON CM FAMILY TRUST TYPE "A" NORMAL LAWN SEEDING COMPACTED SOIL 820 EAST ROAD CONSTRUCTION DETAILS16 MIN. CUTCHOGU NY 11935 IN THE SPRING OR FALL USE A MIXTURE OF 30% OF MERION BLUE GRASS, 65% CREEPING EMBEDDED FILTER RED FESCUE AND 5% REDTOP AT A RATE OF 3 LBS. MIN. PER 1,000 SQUARE FEET. CLOTH MIN. 6" GABION LA APPLICANT: TYPE "B" — HYDROSEED MIX "B" INTO GROUND LANDSCAPE WALL ALLISM CM FAMILY TRUST 820 EAST ROAD 50% TALL FESCUE ISOMETRIC VIEW SECTION PROFILE A-A CUTCHOGUE, NY 11935 15% SHEEP FESCUE CUTCHOGUE RESIDENCE 15% INTERMEDIATE WHEATGRASS SCALE: 1/2" = 1 5% RED FESCUE 5% REUBENS CANADA BLUEGRASS SITUATED IN 5% KENTUCKY BLUEGRASS _. . ..., CUTCHOGUE TREE AND SHRUB PLANTING � '�Pp TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SILT FENCE DETAIL .��� M �� 1. ALL TREES AND SHRUBS SHALL BE PLANTED IN CIRCULAR PITS 1 FOOT CLEAR ON ALL ' NTS �� _ � � i `�� SCTM: DIST. 1000, SEC. 110, BLK 7, LOT 22 SIDES AND BOTTOM OF ROOT BALL AND BACKFILL WITH A MIXTURE OF 7 PARTS d TOPSOIL, 1 PART ROTTED MANURE. 2. ALL PLANT MATERIAL SHALL HAVE VIGOROUS ROOT GROWTH AND BE FREE FROM ROOT 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE s INJURY AND DISEASE IN ANY FORM. TIES OR STAPLES. 3. STREET TREES SHALL NOT BE PLANTED WITHIN 10' OF A FIRE HYDRANT, DRIVEWAY 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE TIES SPACED APRON OR STORMWATER PIPE/CATCH BASIN OR WITHIN 25' OF ANY STREET LIGHT, EVERY 24" AT TOP AND MID SECTION. STREET SIGN OR POINT OF CURVATURE OR TANGENCY OF ANY CORNER. 3. WHEN TWO (2) SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE ENGINEERING 4. ALL EXISTING TREES SHALL REMAIN EXCEPT AS NOTED. OVERLAPPED BY SIX (6) INCHES AND FOLDED. D�P�C, 5. A BRIGHTLY COLORED CONSTRUCTION FENCE SHALL BE ERECTED ALONG 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN Schllllvla Baptiste, PE 1581 FRANKLIN AVENUE • FLOOR 2 MINEOLA, NEW YORK 11501 CONSTRUCTION CLEARING LIMITS AND AROUND EXISTING TREES TO MITIGATE THE "BULGES" DEVELOP IN THE SILT FENCE. NY State License No. 90207 PHONE:646.887.3457 •WWW.LALANDBAPTISTE.COM IMPACT OF COMPACTION OVER CRITICAL ROOTS, INJURIES TO BARK AND LIMBS, SPILLS OF OIL, CONCRETE OR OTHER HARMFUL CHEMICALS. DWN. BY: SB CHK'D. BY: SB SCALE: A NOTED 'S 0 SHEET. . 30F3 E. ATE. 5/14/2024 JOB No..C2023 01 0001 z Glenn Goldsmith, President 1' f1dr`. Town Hall Annex KO A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski " ;° P.O.Box 1179 Liz Gillooly Southold,NY 11971 Elizabeth Peeples � Telephone(631)765-1892 dJ Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: `� Z Completed in field by: vvllak Baptiste Engineering on behalf of ALLISON CM FAMILY TRUST requests a Wetland Permit to install gabion walls by removing a seaward portion of the non-pervious driveway, remove existing steps, wood benches and planters on the bank; install 3' wide gabion walls of varying height of 3' to 4.5' high, and 6', 12', 15', 21', 54' and 63' in lengths to be installed along the west side, along toe of bank, and two walls along the east side of the property; existing fill removed to install gabion walls to be used as backfill to level out the rear yard; install 3' wide vegetated buffers landward of the property lines along the west and east gabion walls; and install a set of 6' wide stairs to beach between walls. Located: 820 East Road, Cutchogue. SCTM# 1000-110-7-22 Type of area to be impacted: / Saltwater Wetland Freshwater Wetlan Sound ✓ Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: ___i, Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: / Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: , t w, f -jb a(C C*Z.vc 044 't, j ^, 'I '/// �1 r tail w J (r v J of r S /t . � I,n Present Were: V G. Goldsmith `X N. 7PE. ski �E. Sepenoski L. Gillooly Peeples fiste BR ROAD•SUITE 314 MELVILLE,NY 11747ba 250 MILL STREET•SUITE 301 PENGINEERING ROCHESTER,NY14614 .P.C. P:646.887.3457 3 : r yi 9` E 5+ 4-1 1 L7k•�a�, 1 � '�t J i Southeast Rear of Rouse—Facing Northwest Southeast Rear of House— Facing Northwest .t. r �• ���i>{.�.��3 tom,"�t'.4�.rw�.�, �.r.�y-� 7 ? �'�rya��s:x ���:, �, { Yt� Sr�Yt Sm— East Corner Rear of House—Facing Northeast South Corner Rear of House—Facing West toward adjacent property toward adjacent property Site Improvement Application—820 East Road Cutchogue, NY 11935 1 1 . r r w �f. 'r t.'t ''•'.'�xyllYr Cr � ��,�� ��.� *+.Wyss., ,� _,•'I�_1f� .. •`� � +r. .,5 to � �F (yf r�t�C��li �• ��1 -.� Y .sseit�g�p ���� .� �'c .;�'. t tet.�¢•�s�c'`���T��--•.�.,tRq'� � ,j�y�""'1i �� SC.ss~,r@ •• '.-T . ,. • •' • • G: • FEE • • • •' • •. �A �� llp 61 .S xa r- MS"7 ot AA � Y� `.�•1� ' �� }�fl ]per' ':. - �.♦j rj • 1� •��.`.T ! ,..� .xiP,'j•T �N lyl,'7f.!'r �:0•��-k'!'• _• �ii'� +,.'� Y� ,f) 3 I .{�,,r r� " .;.,, t 1� fix. : '•.; �_„ �. 4 u �, tjz�1. ir Au � 1 i ;'j `'� fi "' -.„� � '�'�/ft�-ram� l`\ ;;^ ♦� � • • 1 • • • Mrol • • • • • -me ba PEtlSte NGINEERING .P.C. fe �.� r ,• 4' �ri� of < �..4 i � ��i�l��<. �'k"^"{��5.� t'x4' ��{f�fJ Y �,�, ,:r C � l tji '7,►4�� i����N��{4' s;':��g-�►_ rn Facing lust along Northeast Property Line Facing North toward adjacent property r , kt J7o _ _ y� Facing Northwest on Property Line Facing South by Southwest along Northeast Property toward East Corner of House Line Site Improvement Application—820 East Road Cutchogue, NY 1193S 4 1 P a g e y��J�!!nr 1. V�♦ - + ..vim �� Rr(> •e 1� /" f, sin ���4 Ha Q:�a� 1r�� t'�H7�`����,�,�%,{ � ,? a j ,•- may \I - Y .�- yy- � n� al i�- t••i- e :� �: � SFE SEC n0 io9 '. ! ry• `e :-: ' 61 .,aKq � .ia��a� Y q'✓ �Y�,° ash �t' �,� b �" �""r \,.i„ �.yy�[��y,',^+'��,y,GG N' 9 z.\�' �. i'.r+ 3'' , a , �1" , \?�?'Yv'✓s a !3l:`� e'� t aC' �: `�8! ,° ° a` \ eo . ,,,.�.. F ;.Z _;_a. \.tea_.., `,� l•,� , l �,�•,�ya ��{ , 9� � ��, °�ji� �� •� � � �o . asnqy ' i.i! ( .r� h � ,I14 NJ b \ J x 1. i \t•.. "' I xa.vnas..rou •.. �S'd�. 'a4°.a. '�4.. '°d.', y q �� \ SCHIT. '- \y • u a a �' '4C+ti SCH.D 15 I+ FOR ---- � rpnva.rro s br 1 zaww 49` �� �,�,.., \� �....� �•: _ F 6EE NO. j • 1. 6 t' 1�1 "1_. ..__ � �__ �` it , \ u .,.....,.w.....,.,.o... ,..,.,.�..�.,.��,......,.. ,�«.w,.�.......m.k>.,K •,.�.• — ,•,.. _ •..•� _�. COUNTY OF SUFFOLIC N noTce K sccnwr,p o ,","„,"'—awe—•_= ..u_"� - �.� ��� eal Property T..S.-i-Ag—y W E R r w.ov aounw�p O E � t.n,ry E 110 (21) e.... P a OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Ncr Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: April 11, 2025 Re: LWRP Coastal Consistency Review for ALLISON CM FAMILY TRUST SCTM# 1000-110-7-22 Baptiste Engineering on behalf of ALLISON CM FAMILY TRUST requests a Wetland Permit to install gabion walls by removing a seaward portion of the non-pervious driveway, remove existing steps, wood benches and planters on the bank; install T wide gabion walls of varying height of T to 4.5' high, and 6', 12', 15', 21', 54' and 63' in lengths to be installed along the west side, along toe of bank, and two walls along the east side of the property; existing fill removed to install gabion walls to be used as backfill to level out the rear yard; install 3' wide vegetated buffers landward of the property lines along the west and east gabion walls; and install a set of 6' wide stairs to beach between walls. Located: 820 East Road, Cutchogue. SCTM# 1000-110-7-22 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 LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney r, Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Wednesday, March 5, 2025 12:18 PM To: 'Schillivia Laland'; Hobson,Thomas Subject: RE:Allison Trust- 820 East Road, Cutchogue -Wetland Application Thank you Ms. Laland. This application will be rescheduled to the Board's April 16, 2025 public hearing with a site inspection scheduled for Wednesday,April 9,2025. Sincerely, Efiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 From:Schillivia Laland<sl@lalandbaptiste.com> Sent:Wednesday, March 5, 2025 12:07 PM To:Cantrell, Elizabeth<elizabethc@town.southold.ny.us>; Hobson,Thomas<thomash@southoldtownny.gov> Subject: Re:Allison Trust-820 East Road, Cutchogue-Wetland Application Hi Elizabeth, Given the short notice and the requirement to stake the property with the proposed work. Can you move the application to April 16, 2025?This will allow us time to have a surveyor stake the site. Thank you Schillivia Baptiste, PE,Assoc. DBIA President&CEO 1646.868.5321 1 sl(cD.lalandbaptiste.com I www.lalandbaptiste.com L**� Laland Baptiste LXMIf cf-INSIGHTS.EXC LLPICIL From:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent:Wednesday, March 5, 2025 10:33 AM To:Schillivia Laland<sl@lalandbaptiste.com>; Hobson,Thomas<thomash@southoldtownny.eov> Subject: RE:Allison Trust-820 East Road, Cutchogue-Wetland Application 1 I Good Morning, Regarding the Allison Trust application, at this time it can be added to the Board's March 19, 2025 public hearing agenda. 'If you would like to be added to this agenda I will mail out the noticing packet today or someone can come in an pick the packet up. In this packet are the directions on noticing the adjacent property owners by certified return receipt mail as well as posting the property. The posting of the property and noticing the neighbors must be completed by end of day Tuesday, March 11, 2025, and all proof of mailing/posting with receipts must be submitted to this office no later than 12:00pm on March 19,2025. The site inspection where the Board of Trustees will go to the property is next Wednesday, March 12, 2025 to which all of the proposed work is to be staked out for this inspection or the application will be postponed. Please advise ASAP if you would like to be slated for the March 19th public hearing agenda. if you have any concerns with completing the required noted above,this application can be moved to the April 16, 2025 public hearing date. Let me know. Sincerely, ECza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631)765-6641 From:Schillivia Laland<sl@lalandbaptiste.com> Sent:Thursday, February 13, 20251:36 PM To: Hobson,Thomas<thomash@southoldtownny.gov> Cc:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Subject: RE:Allison Trust-820 East Road, Cutchogue-Wetland Application Hi Tom, Please find our responses below to the questions raised along with a revised project description. 1. We need additional dimensions for each of the proposed gabion walls, including width and length; The width of the gabion wall is 3ft.The lengths of the walls vary.They are 6ft, 12ft, 15ft,21ft, 54ft and 63ft in lengths. 1. The plans indicate you are removing the existing driveway and replacing with a landscaped area. This must be included in the project description. Also, please indicate on the site plan where the landscaped area will be and submit a landscape plan; The existing driveway is being reduced in size to provide more landscape area at the request of the Planning Board. Please refer to the Landscape Plan for more information. 1. Provide more detail on the location and dimensions of the 3' landscaped buffers including a planting plan; A Landscape Plan was previously provided. Please refer to Sheet 2 of 3. 1. Provide length and width for the proposed steps along with construction details plan; The length of the steps is approximately 6ft and the width is 6inches. 1. Indicate how much fill is being brought in and where it will be placed. 2 There is no fill proposed to be brought in.The existing fill removed to install the gabion walls will be cleaned, graded and used as backfill. Please see the revised project description: Applicant seeks to build a landscape wall to reduce the continued erosion of the existing property.The project includes the installation of gabion walls with a uniform width of 3 feet and varying lengths of 6 feet, 12 feet, 15 feet, 21 feet, 54 feet, and 63 feet.As part of site improvements,the existing driveway is being reduced in size to create additional landscaped space per Planning Board requirements.The designated landscaped area is shown on the Landscape Plan (Sheet 2 of 3),which also details the 3-foot landscaped buffers and planting plan. Proposed steps will be approximately 6 feet in length and 6 inches in width,with construction details provided in the plans. No additional fill will be brought to the site; excavated material from the gabion wall installation will be cleaned,graded, and reused as backfill. Thank you Schillivia Baptiste, PE,Assoc. DBIA President&CEO 1646.868.5321 1 slala land baptiste.com I www.lalandbaptiste.com I. Laland Baptiste €XPEMINCE.INSIGHTS.EXCULDICE. From: Hobson,Thomas<tho mash @southoldtownny.gov> Sent: Friday,January 24, 2025 2:33 PM To:Schillivia Laland <sl@lalandbaptiste.com> Cc:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Subject: RE:Allison Trust-820 East Road, Cutchogue-Wetland Application You don't often get email from thomash@southoldtownny.gov.Learn why this is important From:Schillivia Laland<sl@lalandbaptiste.com> Sent: Friday,January 24, 2025 1:42 PM To: Hobson,Thomas<thomash@southoldtownny.gov> Cc: Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Subject: RE:Allison Trust-820 East Road, Cutchogue-Wetland Application Thomas, We will review the comments and provide feedback shortly. When is the deadline to submit our response to be included on the February 12 public hearing? Schillivia Baptiste, PE,Assoc. DBIA President&CEO 1646.868.5321 1 sl(a).lalandbaptiste.com I www.lalandbalitiste.com L�* Laland Baptiste €XPIMINC€.INSIGHTS.EXCELL€IEL From: Hobson,Thomas<tho mash @southoldtownny.gov> Sent:Wednesday,January 22,2025 11:17 AM To:Schillivia Laland <sl@lalandbaptiste.com> 3 Cc:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Subject: RE:Allison Trust-820 East Road, Cutchogue-Wetland Application You don't often get email from thomash@southoldtownny.sov.Learn why this is important j In addition to what is listed in my previous email,you need to include the steps and existing planters that are being removed. Tom From: Hobson,Thomas Sent:Wednesday,January 22, 2025 10:54 AM To: 'sl@lalandbaptiste.com'<sl@lalandbaptiste.com> Cc:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Subject:Allison Trust-820 East Road,Cutchogue-Wetland Application Ms.Baptiste, We were reviewing your Wetland Permit application for 820 East Road, Cutchogue for possible inclusion on the February 12 Trustees public hearing. However,your project description is missing a lot of information and your application is therefore incomplete. Please submit a revised project description to include the following: 1. We need additional dimensions for each of the proposed gabion walls, including width and length; 2. The plans indicate you are removing the existing driveway and replacing with a landscaped area. This must be included in the project description. Also, please indicate on the site plan where the landscaped area will be and submit a landscape plan; 3. Provide more detail on the location and dimensions of the 3' landscaped buffers including a planting plan; 4. Provide length and width for the proposed steps along with construction details plan; 5. Indicate how much fill is being brought in and where it will be placed. Let us know if you have any questions. Sincerely, Thomas Hobson Administrative Assistant Town of Southold Board of Trustees Phone: (631) 765-1892 Fax: (631)765-6641 Confidentiality Notice. This e-mail (including any attachments) is intended only for the recipients named above. It may contain confidential or privileged information and should not be read, copied or otherwise used by any other person. If you are not a named recipient, please notify the sender of that fact and delete the e- mail from your system. Laland Baptiste, LLC has no responsibility for errors or discrepancies that may occur in the electronic transmission of data. Confidentiality Notice.This e-mail (including any attachments) is intended only for the recipients named above. It may contain confidential or privileged information and should not be read, copied or otherwise used by any other person. If you are not a named recipient, please notify the sender of that fact and delete the e-mail from your system. Laland 4 r Baptiste, LLC has no responsibility for errors or discrepancies that may occur in the electronic transmission of data. Confidentiality Notice.This e-mail (including any attachments) is intended only for the recipients named above. It may contain confidential or privileged information and should not be read, copied or otherwise used by any other person. If you are not a named recipient, please notify the sender of that fact and delete the e-mail from your system. Laland Baptiste, LLC has no responsibility for errors or discrepancies that may occur in the electronic transmission of data. 5 Hobson, Thomas From: Schillivia Laland <sl@lalandbaptiste.com> Sent: Thursday, February 13, 2025 1:36 PM To: Hobson,Thomas Cc: Cantrell, Elizabeth Subject: RE:Allison Trust-820 East Road, Cutchogue -Wetland Application Hi Tom, Please find our responses below to the questions raised along with a revised project description. 1) We need additional dimensions for each of the proposed gabion walls, including width and length; The width of the gabion wall is 3ft.The lengths of the walls vary.They are 6ft, 12ft, 15ft,21ft, 54ft and 63ft in lengths. 2) The plans indicate you are removing the existing driveway and replacing with a landscaped area. This must be included in the project description. Also, please indicate on the site plan where the landscaped area will be and submit a landscape plan; The existing driveway is being reduced in size to provide more landscape area at the request of the Planning Board. Please refer to the Landscape Plan for more information. 3) Provide more detail on the location and dimensions of the 3'landscaped buffers including a planting plan; A Landscape Plan was previously provided. Please refer to Sheet 2 of 3. 4) Provide length and width for the proposed steps along with construction details plan; The length of the steps is approximately 6ft and the width is 6inches. 5) Indicate how much fill is being brought in and where it will be placed. There is no fill proposed to be brought in.The existing fill removed to install the gabion walls will be cleaned,graded and used as backfill. Please see the revised project description: Applicant seeks to build a landscape wall to reduce the continued erosion of the existing property.The project includes the installation of gabion walls with a uniform width of 3 feet and varying lengths of 6 feet, 12 feet, 15 feet, 21 feet,54 feet,and 63 feet.As part of site improvements,the existing driveway is being reduced in size to create additional landscaped space per Planning Board requirements.The designated landscaped area is shown on the Landscape Plan (Sheet 2 of 3),which also details the 3-foot landscaped buffers and planting plan. Proposed steps will be approximately 6 feet in length and 6 inches in width,with construction details provided in the plans. No additional fill will be brought to the site; excavated material from the gabion wall installation will be cleaned, graded,and reused as backfill. Thankyou Schillivia Baptiste, PE,Assoc. DBIA President&CEO 1646.868.5321 1 sl(aD-lalandbaptiste.com I www.laiandbaptiste.com . Leland Baptiste � i_Il♦IladCla lld�ll} �.£�Ettldl;E, 1 Hobson, Thomas From: Hobson,Thomas Sent: Wednesday,January 22, 2025 10:54 AM To: 'sl@lalandbaptiste.com' Cc: Cantrell, Elizabeth Subject: Allison Trust- 820 East Road, Cutchogue -Wetland Application Ms. Baptiste, We were reviewing your Wetland Permit application for 820 East Road,Cutchogue for possible inclusion on the February 12 Trustees public hearing. However,your project description is missing a lot of information and your application is therefore incomplete. Please submit a revised project description to include the following: 1) We need additional dimensions for each of the proposed gabion walls,including width and length; 2) The plans indicate you are removing the existing driveway and replacing with a landscaped area. This must be included in the project description. Also,please indicate on the site plan where the landscaped area will be and submit a landscape plan; 3) Provide more detail on the location and dimensions of the 3' landscaped buffers including a planting plan; 4) Provide length and width for the proposed steps along with construction details plan; 5) Indicate how much fill is being brought in and where it will be placed. Let us know if you have any questions. Sincerely, Thomas Hobson Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 1 Proposed 4' high gabion wall ) Existing driveway to be removed and replaced with landscaped area Proposed gabion landscape wall (no dimensions given) —��`` " C < Wilt Proposed 4.5' high gabion wall x 2 CkCj A-U., 5 o—A� 7 ' 3xb� � Proposed 3' landscaped buffer /U Alto ��—� I CIA SOH t(C�& Existing steps to be removed Proposed steps with handrail ?�" O— co"'.� Existing wood planters to be removed &J y�� 7 Glenn Goldsmith, President �OF SOUryol Town Hall Annex w 54375 Route 25 A. Nicholas Krupski, Vice President +` P.O. Box 1179 Eric Sepenoski ! B Southold, New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peepilype text here , ® �© Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only P LNO I M E Coastal Erosion Permit Application Wetland Permit Application 2�24 Administrative Permit _Amendment/Transfer/Exte sion _ Received Application: !1 7 dS Southold Town Received Fee: $ Board of Trustees Completed Application: Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): =LWRP Consistency Ass e sment Form Sent: - CAC Referral Sent: ' Date of Inspection: Receipt of CAC Report: Technical Review: A — Public Hearing Held: 03 ?or- Resolution: 16 Owner(s) Legal Name of Property (as shown on Deed): Allison CM Family Trust Mailing Address: 820 East Road, Cutchogue, NY 11935 Phone Number: 516-551-0609 Suffolk County Tax Map Number: 1000 - 110-07-22 Property Location: 820 East Road Cutchogue NY 11935 (If necessary, provide LILCO Pole #, distance to cross strects, and location) AGENT (If applicable): Baptiste Engineering Schillivia Baptiste PE Mailing Address: 150 Broadhollow Rd Suite 314, Melville, NY 11747 Phone Number: 646-887-3457 Email: sl@lalandbaptiste.com 3I���a Board of Trustees Application GENERAL DATA Land Area(in square feet): 23,050.5 SF Area Zoning: R-40 Previous use of property: Single Family Residence Intended use of property: Single Family Residence Covenants and Restrictions on property? Yes X No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? Yes X No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. 'Does this project require a variance from the Zoning Board of Appeals? Yes X No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? _Yes No Does the structure (s) on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date X No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Applicant seeks to build a landscape wall to reduce the continued erosion of the existing property. Hoard of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Applicant seeks to build a landscape wall to reduce Purpose of the proposed operations. the continued erosion of the existing property. Area of wetlands on lot: TBD square feet - Pending DEC Delineation Percent coverage of lot: TBD % Closest distance between nearest existing structure and upland edge of wetlands: TBD feet Closest distance between nearest proposed structure and upland edge of wetlands: TBD feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? 67 .cubic yards How much material will be filled? +/- 70 cubic yards Depth of which material will be removed or deposited: 2 feet Proposed slope throughout the area of operations: 5% max Manner in which material will be removed or deposited: Material to be excavated by hand or small backhole Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): DEC Wetlands Delineation will determine the effect on the tidal waters. Current maps indicate that the proposed action is not within the vicinity of the tidal wetlands. 617.20 Appendix B Short Environmental Assessment Form Instructions.for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Cutchogue Residence Project Location(describe,and attach a location map): 820 East Road, Cutchogue, NY 11935 SCTM : 1000-110-07-22 Brief Description of Proposed Action: Applicant seeks to build a landscape wall to reduce the continued ersion of the existing property Name of Applicant or Sponsor: Telephone: 646-887-3457 Baptiste Engineering, DPC E-Mail: sl@lalandbaptiste.com Address: 1581 Franklin Ave, Floor 2 City/PO: State: Zip Code: Mineola NY 11501 I.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval:NYS DEC (Pending Wetland Delineation) (� NYS DOS (Pending Wetland Delineation) 3.a.Total acreage of the site of the proposed action? .529 acres b.Total acreage to be physically disturbed? .028 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? •529 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) [:]Industrial ❑Cominercial XResidential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(Spec ify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ ® ❑ b.Consistent with the adopted comprehensive plan? ❑ ® ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ litnhi 7. Is the site of the roposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Peconic Bay and Environs - ❑ 2 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b. Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ® ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: �/ L4" ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 1 1.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? IZI ❑ b. Is the proposed action located in an archeological sensitive area? ❑ 13.a.Does any portion ofthe site of the proposed action,or lands adjoining the proposed action,contain NO M wetlands or other waterbodies regulated by a federal,state or local agency? b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbod ? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 600 S 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? ❑ (� 16. Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either fi•om point or non-point sources? NO YES If Yes, ® ❑ a.Will storm water discharges flow to adjacent properties? ❑NO DYES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO [—]YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO ' YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ® ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ® .❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ® ❑ 1 AFFIRM THAT THE INFORMATION PROVIDED ABOVE 1S TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applietmt/sponsor�nia�me: Baptiste Engineering, Schillivia Baptiste, PE Date: 11 /5 /24 Signature: cSCfG �G Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning El regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ ❑ 3.. Will the proposed action impair the character or quality of the existing community? ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ ❑ affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? ❑ ❑ 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, Elwaterbodies,groundwater,air quality, flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? El Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 21hat was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of ttte proposed action mayor will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should;in sufficient Mail',identify the impact,_including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be signifidmit.Each potential impact,should be assessed considering its setting,probability of occurring, duration,irrevers,ibiiity,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. ElCheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ElCheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in lead Agency Signature of Preparer(if different fi-om Responsible Officer) PRINT Pace 4 of 4 r Board of Trustees Application AFFIDAVIT ALLISON CM FAMILY TRUST- KEVIN ALLISON BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PER Signature of Pr. erty Owner Signature of Property Owner SWORN TO BEFORE ME THIS t5-/ DAY OF 00-o4- , 20 Z 3 DENNI&E.MEJIA HERNANDEZ Notary Public NotmPubW-SlatuuY.NuWYolk Y No.oiME(1437049. udlllud In SnitulkC611m l w My Gotmn lun EXPIM AUU11 0 ;?A_�,. I J Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, ALLISON CM FAMILY TRUST > owners of the property identified as SCTM# 1000- 110-07-22 in the town of SOUTHOLD ,New York, hereby authorizes BAPTISTE ENGINEERING Type text here to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of is property, Property Owner's ignature Property Owner's Signature SWORN TO BEFORE ME THIS >A DAY OF n c� ,20 13 Notary Public DENNIS E.MEJIA HERNANDEZ Notary Public'-Slalu ul New York No.01 ME0497049 Qualilfed In sunuikcuunN My Commission Expires August 0 ,20 TRANSACTIONAL DISCLOSURE, FORM t'1x 7'ts,—�n C �Outl gft.L t cnls n tiihi .r pmf�r it rrrnflzet ui itrtiaa�vt isri ff}v ir:ert t tbtvn affjc4rw n, en�Plav4cs�Cibc pu 4 cat' hi$t1 rn ie t rial a� arr%snratum which Can tler tad Gown of rx�c�ikel4 Gnut�te;r.¢rt trtcr�,Gti 1 C g3sr it�,t f l3.�:l*,tztPv":r trtic�st m Allison CM Family Trust (L t name(ust namme,middle it We) waJes--y6v m applying in name of someone,efse or other entity such w a company.tfso,indicate the other rcmn's or company's name.) NAM C)FAPPLICstTf AN: (Cheek aft that aapptt:) Taal grievance _ Building Variance, Trustee Charttge;ofZesnc Coastal Erosion ,t ppro-A Of plat: ___ Mooring t-<Colptiork from Pat of offieW mad _ Planning Other (p f-0th r name.the azdvity,} i)o ruts for 1hr.x =h Your Lowpaucy.srowc.4bling,parrot.or Cis till havc I reiadort lase%&III,any office.,or carp,'uye»c Of ss:o 1i5cr st cef aiutts.,ld^ 'l ctstiunahit`'iixeilue#eN h titvc�cf.tt:',treiu�.eur uSsaru. intcrest. ita snc:uu<r t siseran x hausatrs s tkscdis p.,atttsrr-Chip.is tivhicle'L t"emn utlicrrr+ras5tptsa:cr tr c4z�cn a'narti f.mstct sig>sf t ar«n ple>ins nt b•f a wtperrs.:•sn ill:'h-&—-.r w%nia*lt C17 e4r 1m11tt Yc-OWnS r Mve tha'a 5%ofil- a`,e5".sue .P ` O (f gnu 3sasssesesi"TES•',complete the:balance:of this fo=atut daft:and Sion where ir:dicated. ti+rse of peer n e,npkjycd by tt e`f >s�n o Sea s.Ytof�i 7itfe or positfutt afloat person #k c rifac flee rrtazibnsitip#r txsCe:wr�xsr;4lf(tiie aptpfitat it x.rarcpr hen'vgive t arx3 the town offcer o:e tyg:i:�yee.Either obesk ti.t tf'prs�pri is fine A)through f}).rsutitrt d'escrirse'sCt t:c spr er pmarei`cti. t town o or etsap`ovice or his or Silzpin&par.�rEt,oc chitii is(check aft that p+ty?: A)the OW-1cr uf`gteatCrthan 5%�>fthc�ttatt oMe corporate stock of thee applicant' (%When applica"t is itGc�cpaoraticsnl: ICI the to gatje7r bx rc €ial av x at attY inteKest in t(m-co Borate cntity(whofl the gapsiscaat t�rota roar. iastp: t;)Ntet crf'�re�r_�iteeta .prytttt�...rs.ctzfp�c*3 ce t)i)`�e irpprlfs;ate;;or I}i the%u;tr�applicullt. CIF RELATIONS."HiP t}btlti tli C . Pr6i t Natrts ormTS i APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southpld's Code of Pthics prohibits conflicts or interest on the part of town officers and emploYccs Tito aumose of this form is t rpvide infarmatian which can alert the town f a si le conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Schillivia Baptiste for Baptiste Engineering (Last name,first name,griddle initial,unless you are applying in the name of someone else or other entity,such as a company..If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance _ Trustee __.o._X__...,.._ Change of Zone Coastal Erosion Approval of plat Mooring - Exemption from plat or official map Planning _ Other (If"Other',name the activity.) -- Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership, in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES ___ _ NO — _. X— If you answered"YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold ------ T'itle or position of that person -- Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted th' day of 200 Signature -11 -- Print Name Schillivia Baptiste Form TS I gL� Glenn Goldsmith,President 0�0 CMG Town Hall Annex A.Nicholas Krupski,Vice President = y6� 54375 Route 25 Eric Sepenoski y x P.O. Box 1179 Liz Gillooly 0 Southold,NY 11971 Elizabeth Peeples '�� �p�}� Telephone(631)765-1892 U Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NOTICING ADJACENT PROPERTY OWNERS /000 - 110 13 /ood - ►►o - /000 - P0 - 6 - 1y /00c)- 110 - 7� � 3 Above are property tax map numbers (SCTM#'s) listed that you need to notice for the properties that are located on either side of you, across the street from you and fall within your property lines, and possibly other properties that require noticing per Chapter 55 of the Southold Town Code. In order to find the legal mailing addresses to the SCTM#'s please visit the Southold Town website at https:H§outholdtownny.gov and go to the Assessors page. Under the Assessor's page click on "Forms and Links." Under that page, click on the "2024 Assessment Roll." This will take time to download as it is a large pdf. Once downloaded when you go into it you will see that the list goes numerically by property tax map numbers (SCTM#'s). Scroll down to find the SCTM#'s listed above. The legal mailing address to each of the neighboring properties can be found directly under the property tax map number on the far-left side of the lists. Please mail each property listed above a completed copy of the Notice to Adjacent Property Owners form and a photocopy of the proposed plan/site plan (construction pages do not need to be mailed). Each neighbor's noticing packet must be mailed by certified return receipt mail through the USPS no less than seven days prior to the Public Hearing date. After all mailings have been submitted to the postmaster, all receipts from the mailings and the completed Proof of Mailing form must be submitted to this office prior to the Public Hearing date. The bright green Notice of Hearing card needs to be posted in front of your property close enough to the street that public can read it. This sign must be posted and stay posted for no less than seven consecutive days prior to the Public Hearing. After the seven days you can complete the Proof of Posting form which needs to be submitted to this office prior to your hearing. If you put the sign up where there is more than seven days before the hearing, just leave it up through the day of the hearing. You can take it down the next day. ■_ ■ 1 NOTICL. OF HEA11ING ' NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: ALLISON CM FAMILY TRUST SUBJECT OF PUBLIC HEARING. For a Wetland Permit to install gabion walls by removing a seaward portion of the non-pervious driveway, remove existing steps, wood benches and planters on the bank; install 3' wide gabion walls of varying height of 3' to 4.5' high, and 6', 12', 15', 21', 54' and 63' in lengths to be installed along the west side, along toe of bank, and two walls along the east side of the property; existing fill removed to install gabion walls to be used as backfill to level out the rear yard; install 3' wide vegetated buffers landward of the property lines along the west and east gabion walls; and install a set of 6' wide stairs to beach between walls. .� Located: 820 East Road, Cutchogue. SCTM# 1000-110-7-22 TIME & DATE OF PUBLIC HEARING: Wednesday, April 16, 2025 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the.Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within.the,Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its sim cant beneficial and adverse effects upon the coastal area(which includes all of Southold Town 1 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# 1000 _ 110 - 07 - 22 PROJECT NAME Cutchogue Residence -��1l5;Z�n Te-V\-'> I 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: The proposed seeks to presserve the existing land and minimize further erosion of the existing property. Location of action: 820 East Road, Cutchogue, NY 11935 Site acreage: .529 Acres Present land use: Single Family Residence Present zoning classification: R-40 Residence 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: Allison CM Family Trust (b) Mailing address: 820 East Road, Cutchogue, NY 11935 (c) Telephone number: Area Code (d) Application number,if any: ZV/A Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No El 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 LV;RP Section III—Policies; Page 2 for evaluation criteria. [RYes ❑ No ❑ Not Applicable The proposed seeks to presserve the existing land and minimize fi irther erosion of the existing property. _ 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 ❑ ® Not Applicable Yes ❑ No 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 S through 16 for evaluation criteria 9 Yes ❑ No 11 Not Applicable e proposed seeks to presserve the existing land and minimize ftirther erosion o e exis ing property. 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 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 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 D No M 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. ❑ YesEl No® Not Applicable Attach additional sheets if necessary r 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 Schillivia Baptiste, PE, PREPARED BY for Baptiste Engineering TITLE Principal DATE 11 / 5/24 ba tiste - PENGINEERING .P.C. I TRANSMITTAL To: Town of Southold From: Baptiste Engineering, DPC Schillivia Baptiste, PE Address: Southold Town Hall Phone: (646) 868-5321 53095 Rte.25 P.O. Box 1179 Date: 11 /5/24 Southold, NY 11971 Cc: ) u Re: Wetland-Costal Erosion Permit Application Pages: 31 pgs. (single sided) CUCR �L—of Via: Southold''Town 51[] eb Overnight []Two-Day [] Regular Mail �essenge S1e [] Under Separate Cover [] Pick-Up }Quantity Sheet No. Description Revision. 1 1 Wetland Costal Erosion Permit Application Checklist 1 2-5 Application Instructions Chapter 275-Wetlands and Shoreline 1 6 Public Hearings Notice 1 7 Board of Town of Trustees—Town of Southold—Data 1 8 Board of Trustees Application—General Data 1 9 Board of Trustees Application—Wetland/Trustee Lands Application Data 1 10 Costal Erosion Application Data 1 11-14 Appendix B 1 15 Affidavit 1 16 Authorization form 1 17 Applicant/Agent/Representative Transactional Disclosure Form 1 18-23 LWRP Consistency Assessment Form 1 24-31 Original Survey Signed & Sealed These'documents are transmitted as checked below: [X] For Approval [] Comment []As Requested [] Distribution [] Reference Remarks. The attached package is for your review and approval. —Thank You 150 Broadhollow Road I Suite 314 1 Melville,New York 11747 info@baptisteengineerina.com 1 646-887-3457 TRANSMITTAL ' To: Town of Southold From: Baptiste Engineering, DPC Schillivia Baptiste, PE Referencing SCTM# 1000-110-00-07-00-022-000 • Page 2